HomeMy WebLinkAbout9.b. Request by Dakota Aggregates to Renew their Large Scale Mineral Extraction Permit through 2016
EXECUTIVE SUMMARY
City Council Meeting Date: March 2, 2016
AGENDA ITEM: Case 16-01-ME Request by Dakota
Aggregates to Renew their Large Scale
Mineral Extraction Permit through 2016
AGENDA SECTION:
New Business
PREPARED BY: Kyle Klatt, Senior Planner AGENDA NO.
9.b.
ATTACHMENTS: Site Map; Updated Phasing Map; Draft 2016
Mineral Extraction Permit; Comment Letters and
Map(x9); Draft 1-26-16 PC Excerpt Minutes;
Outwash Distance and Bedrock Topography Map;
Phasing Map – Aerial Image; Ground Monitoring
Report; LGB’s Review of Ground Monitoring
Report, Dakota Aggregates 2016 Permit Binder:
Permit Application, Narrative, Plan Set, Acoustic
and Noise Guidelines, Site Acoustic and Testing
Summary, Engineered Noise Mitigation Samples,
2015 3-D Acoustic Model, 2016 3-D Acoustic
Model, Onsite Nighttime Acoustic Testing Results,
2015 Sound Mitigation/ Complaint Log;
APPROVED BY:
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RECOMMENDED ACTION:
1) Motion to renew the Dakota Aggregates Large Scale Mineral Extraction Permit for
2016, subject to the terms and conditions in the attached 2016 Draft Conditions for
Mineral Extraction.
ISSUE
Dakota Aggregates has applied for the annual renewal of their large scale mineral extraction permit
(LSMEP) on the UMore property. The City has taken action to approve other interim uses on the property
within the past few years, including permits for the aggregate processing facilities and other activities
within the ancillary use areas (concrete product casting yard, and concrete and asphalt production). The
current application is for the overall mining operation which must be renewed on an annual basis. The
other interim use permits have varying lengths and are not up for renewal at this time. Due to the
interconnected nature of the mineral extraction and processing activities taking place on the site, any
concerns with the other activities may be reviewed as part of the LSMEP discussion. For 2016, Dakota
Aggregates is proposing to continue mining the same south mining area adjacent to County Road 46 and
Station Trail and will expand into three new sub phases in the northern mining area about ¼ mile south
of County Road 42.
JANUARY 26 PLANNING COMMISSION MEETING
The Planning Commission reviewed the Dakota Aggregates request on January 26th. During the Public
Hearing seven residents spoke; six were from the Enclave neighborhood and one from the Bloomfield
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neighborhood. The City also received nine letters from residents not in attendance. During the public
hearing several of the residents did not support the 24 hour operation due to noise concerns and also
many commented on noise or the light glow due to evening operations. Cathy Skluzacek, 14842
Bittersweet Circle, stated that the mining operation does nothing for the residents that have to deal with
dust, noise, and lights from the site. She is opposed to 24-hour operation. Carol Brom, 14603 Bloomfield
Path, stated that very few people were aware of the change to allow 24-hour operation of the mine last
year, and that she would have objected to the change at that time. She doesn’t have any complaints about
noise. Dewayne Sutherland, 14424 Bentley Way, expressed concern that the mining operation will have a
negative effect on his property value. Carol Hawley, 14838 Bittersweet Circle, stated her concern about the
loud banging noises that is occurring, and said that she cannot keep her windows open at night due to this
noise. Leslie Green, 14602 Bloomfield Path, described the noise she hears is from machinery on the site,
and noted that lights and dusts are issues for her as well. Judy Schmidt, 14595 Bloomfield Path, agreed that
the noise is machinery. She explained that she can live with the noise from Highway 42, but that the
mining noise disrupts her sleep and impacts her ability to enjoy her home. She is opposed to 24-hour
operation of the mine. Christal Peters, 14664 Bloomfield Way, said she moved to Rosemount for a cleaner
place to live, and was concerned about noise, water, and dust impacts from the mine.
Prior to the Commission discussion the applicant made a presentation reinforcing some of the information
provided in the staff report and also clarifying some points. It is anticipated that the sound consultant will
also be in attendance for the Council meeting.
• Dakota Aggregates has been working with staff to address sound complaints received in the past
year.
• Full mining activity didn’t begin until 2014 and the work performed to date represents a $50
million investment in the community.
• Dakota Aggregates hopes to complete mining work in the northern area ahead of the planned 15-
year schedule.
• The northern berm will be completed by June of 2016, and will be increased from its original
planned height of 22 feet to 30 feet.
• All equipment will be moved to the bottom of the pit, which along with the completion of the
berm should address many of the previous sound issues.
• Larry Hanson of Aeroacoustics Engineering Consultants reviewed the results of the noise testing
that his firm conducted on the site.
• In general he noted that sound from traffic along Highway 42 exceeds noise coming from the
mining operation.
• Sound modeling indicates that the completion of the berm and lowering of mechanical equipment
will reduce the level of noise coming from the site.
• With lower frequency horns brought on site the level of sound leaving the site has been reduced.
• The liners for any equipment that makes contact with rocks have been upgraded for additional
noise reduction.
The type of start-up horns used on various pieces of equipment on the site have been swapped out The
Commission spent a lot of time discussing the information relating to the noise and potential mitigation
measures. It was clarified that the mitigation measures required in the staff report have been put into
effect. However, since the mine is shut down for the winter, it is not possible to measure the impacts of
the modifications at this time. Commissioners noted that they were initially skeptical of renewing the 24-
hour operation until the sound consultant made the presentation and projected the sound improvements
based upon his recommendations. The Commission felt that another year, with the 24-hour operation, was
appropriate given the changes made and the full construction of the berm along the entire north and
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northwest. The Planning Commission recommended approval of the 2016 Annual Operating Permit with
an amended condition that the northern berm be at least 30 feet high. The recommendation passed on a 4-
0 vote. Commissioners stressed that the residents should call 911 if there are noise complaints so the City
can know immediately and work to address any concerns.
Additional Concerns/Update
Since the Planning Commission meeting, Staff has asked the applicant to provide additional information to
confirm that they are meeting their permit requirements relating to the 15’ separation between the mining
floor and the underlying bedrock. In response, the applicant has submitted two maps that depict the post
mining distance between outwash and the Prairie Du Chien and the local bedrock topography of the site.
At the current mining depth, the applicant is meeting or exceeding the 15-feet required separation in
accordance with the information provided during this permit review.
Staff has compiled all written statements concerning the request and included all of them an attachment to
this memorandum. A map showing where individuals live that have either written or spoken in opposition
to the permit is included.
Since the Planning Commission meeting, the applicant has submitted the required annual ground water
monitoring report. This report has been reviewed by the City’s consultant Leggette, Brashers & Graham,
Inc. (LBG) whose report is attached for review by the City Council. LGB offers the following comments
concerning the report:
1) In short, the report provides a comprehensive account of the site activities conducted as they relate to
groundwater level monitoring and groundwater sampling as outlined in the applicants Water
Monitoring Plan (WMP). It appears activities were performed in accordance with the WMP and met
the conditions of the mining permit.
2) LBG concurs with American Engineering Testing, Inc. (Dakota Aggregates Consultant)
recommendations to decrease the sampling frequency to annual for pesticides, SVOCs, and glyphosate
in 2016 and to continue with semi-annual sampling for the other parameters specified in the WMP.
LBG recommends the 2016 groundwater monitoring and sampling program follow the schedule
presented on Table 4 in the 2015 annual monitoring report.
SUMMARY
Applicant: Dakota Aggregates
Property Owner: University of Minnesota (UMore)
Location: Northwest corner of County Road 46 and Station Trail; and ¼ mile
south of County Road 42
Mining area in acres: 141.61 acre total area; 63.15 acres about ¼ mile south of County
Road 42 (Dry Mining) and 78.46 acres at the northwest corner of
County Road 46 and Station Trail (Dry/Wet Mining).
Comp Plan & Zoning: Agricultural Research
Extraction progress: 4 Phases of 16 (approximately less than 10% complete).
Nature of request: Annual renewal.
Legal Authority The large scale mineral extraction renewal approval is a quasi-judicial action, meaning that if the application meets the City Code, the large scale mineral extraction permit conditions and interim use permit regulations, then the large scale mineral extraction renewal must be approved. Staff supports
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approval of the large scale mineral extraction renewal and finds that it is substantially in conformance with the approved large scale mineral extraction permit and the interim use permit regulations with recommended conditions. The detailed analysis of this finding is provided below. In accordance with the Zoning Ordinance, the purpose of the annual operating permit “is to provide an opportunity for the city council to review the operation of the mine, gather public comment on the operation, modify any permit conditions as necessary to address adverse impacts that arise from the operation, and revise the phases and/or sub phases of the mine. The large scale mineral extraction interim use permit provides a zoning basis for the mine provided the city issues an annual operating permit”. Background The City of Rosemount approved a Large Scale Mineral Extraction Permit for Dakota Aggregates in late 2012. This action established the overall zoning permit for the mining and extraction activities that were planned for the property. Since the initial site approval, the applicant (or another party working with the applicant) has brought forward requests for the various interim uses allowed under the mining permit and has received approvals for the annual renewal of the mineral extraction use in subsequent years. In order to clarify the approvals that have been granted for the site, staff has prepared the following summary chart:
Permit Date Issued Term (yrs) Notes/Comment
Large Scale Mineral Extraction 12/18/12 40 Initial IUP for entire site (northern dry mining area to be completed by 2028)
LSMEP Annual Permit 12/18/12 1 Annual Permit for 2013
Aggregate Processing
IUP
12/18/12 3 Interim use for aggregate processing and
recycled aggregate processing
LSMEP Renewal 12/17/13 1 Annual Permit for 2014
Primary Ready-Mix Concrete Plant IUP 5/20/14 10 Enclosed facility within the approved auxiliary use area
Seasonal Ready-Mix Concrete Plant IUP 5/20/14 10 Within same area as the primary plant
LSMEP Renewal 11/18/2014 1 Annual Permit for 2015. Extended hours approved with permit
Aggregate Processing IUP 11/18/14 5 Interim use for aggregate processing and recycled aggregate processing – extension of original permit. Extended hours approved with permit
Wells Concrete Casting Facility 12/16/15 30 Interim use for a concrete casting facility within the approved auxiliary use area
LSMEP Renewal 3/1/16* 1 Annual Permit for 2016
* Permit currently under review The current request is specific to the annual renewal of the large scale mineral extraction permit. The other auxiliary uses identified in the above chart have been approved by the City and are operating within their approved time frames. One of the changes made to the permit in 2014 was to allow operation of the mineral extraction activity for 24 hours a day. Similar to the current process, the 2014 annual permit review included a public hearing and 616 residents were notified who live with a quarter mile of the mining. At that time, the Enclave President attended the public hearing and the City received 2 letters opposed to the extension of the mining operation to 24 hours. In response to the concerns, staff had recommended the berm along the north, to Akron Avenue be completed, to dampen potential noise from truck traffic. The current noise issues are not related to truck traffic but rather the mining operations and machinery. The site has therefore been operating under this allowance for the past year, and the applicant is asking to continue the terms of the previous approval into 2016. The loading and hauling of trucks within the auxiliary use area for 24 hours a day, 7 days a week has been allowed since the initial permit was issued by
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the City in 2012. The below chart summarizes the hours that have been approved for the various activities within the site:
Year Activity Hours Notes
2013-2014 Wet/Dry Mining M-F 6-10 Sat. 7-7 Sun. 8-5
Sunday hours as approved by City, no more than 5 projects per year
2013-2014 Loading and Hauling (Mining Area) M-F 6-10 Sat. 7-7 Sun. 8-5
Sunday hours as approved by City, no more than 5 projects per year
2013-2014 Aggregate Processing M-F 6-10 Sat. 7-7 Sun. 8-5
Sunday hours as approved by City, no more than 5 public projects per year
2013-2014 Loading and Hauling (Processing Area) 24 hours/7 days a week No local roads outside of mining hours
2015-2016* Wet/Dry Mining 24 hours/7 days a week
2015-2016* Loading and Hauling (Mining Area) M-F 6-10 Sat. 7-7 24 hour operation allowed for no more than 5 public projects per year
2015-2019 Aggregate Processing 24 hours/7 days a week
2015-2019 Loading and Hauling (Processing Area) 24 hours/7 days a week Limited to TH46
* Request for same hours in 2016 as 2015 One of the key points from this chart is that even with the 24 hour time period for mining and processing at the site, the loading and hauling of trucks from the northern dry-mining area is still limited to weekday and weekend hours as noted. The applicant does have the option to conduct hauling from this area for 24 hours a day, but this approval is limited to no more than five public projects each year. The applicant is not requesting any changes to its annual permit, and the permit conditions have been drafted to reflect the hours under which the site is presently operating. Please note that the 24 hour allowance for the aggregate processing activity was approved by the City as part of a five-year interim use permit that is set to expire/be renewed in 2019, and is regulated under the terms of a separate permit with the City. Mining Operation - Update
Dakota Aggregates commenced its mining operation in 2013 and has received subsequent annual
operating permits through 2015. In the years prior to 2015, the applicant began working in portions of the
first two phases identified on the overall plan for the site. This work included removing aggregate materials
from mining areas and placing Class 5 material on the floor of the aggregate processing area. For the
previous year, from January 1 through October 31 of 2015, Dakota Aggregates removed and paid
aggregate taxes on 85,000 tons of material from the northern dry mining area and 1,038,000 tons of
material from the southern wet/dry mining area. The applicant has also indicted that as of October 31,
2015 there were 288,000 tons of aggregate stockpiles (sand) in the northern mining area, and 400,900 tons
of aggregate stockpiles (of various materials) in the southern area. In addition, the applicant has reported
that there were 41,300 tons of recycled aggregate materials sold during the same time frame, with 21,700
tons of this material being stockpiled on the site. The above numbers represent an increase from the
amounts reported in previous years, and are reflective of the site being fully operational. The applicant has
also noted that the demand for its products has been very high due to a very robust building and
construction market that is expected to carry over in 2016 and beyond.
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The Large Scale Mineral Extraction Ordinance allows for two separate mining areas of no more than 80
acres each. The seven North Dry Mining sub-phases total 63.15 acres. The four Dry/Wet Mining sub-
phases total 78.46. All activity in the Dry/Wet Mining area in 2016 is planned to occur outside and above
the groundwater. They are currently about 60 vertical feet deep and are working west while maintaining
the 60 foot depth. In the future, once the entire area of these four Dry/Wet Mining sub-phases are within
a two feet of the groundwater, Dakota Aggregates will bring in a barge and dragline to begin mining below
the groundwater elevation. The rest of the Dry/Wet Mining phases will be mined with the barge and
dragline.
Before the mining in the groundwater can occur, groundwater monitoring must be conducted to establish
the pre-mining groundwater characteristics. The City has retained Leggette, Brashears & Graham, Inc
(LB&G) to evaluate the groundwater monitoring, and will be using this firm again to review the
monitoring and sampling being conducted by American Engineering Testing on behalf of the applicant.
The report indicates that the mining operation has been operated in compliance with the Water
Monitoring Plan (WMP). The city’s consultant is comfortable with changing the sampling frequency to
annually for three factors and semi-annually for the remaining parameters.
Dakota Aggregates is permitted in 2015 for North Dry Mining sub-phases 1A, 1B, 2C, and 2D. For 2016,
Dakota Aggregates is proposing to add sub-phases 1C, 2A, and 2B to this list. The North Dry Mining area
will access County Road 42 through a haul road running west to east along the former rail line about a ¼
mile south of County Road 42, then north along Akron Avenue to the intersection with County Road 42.
They are currently about 60 vertical feet deep and are working west and south while maintaining the 60
foot depth. For 2015, the applicant has indicated that all of the rock from this area was conveyed to the
aggregate processing facility for mixing and production of various aggregate products.
The berm on the north side of the haul road is substantially complete, but the applicant is continuing to
work to bring the entire berm up to a height that exceeds the 20 feet as specified in the original permit
approval. In order to provide additional separation, buffer, and sound reduction, Dakota Aggregates has
agreed to maintain a minimum berm height of 30 feet along the northern edge of the mine. In addition the
applicant intends to extend the berm so that it continues around the entire dry mining area in the northeast
portion of the site and closes off the far western edge of the mine adjacent to Biscayne Avenue. The
proposed conditions of approval include the work needed to complete the berm, and will require that this
work be completed by June of 2016. The berms are being constructed to reduce dust and visual impacts,
from the mine, but will also help reduce the amount of noise leaving the site.
The 60 foot depth of the north mining area is about 30 feet deeper than the approved reclamation plan.
The current bottom elevation of the north mining area is 882.5 feet. A test hole in the bottom of the north
mining area indicated the groundwater elevation at 879.3 feet. Staff has previously added a condition to the
permit that limits the north mining to a depth of 882 feet. Dakota Aggregates will need to haul-back
material from construction projects or re-deposit their sand to achieve the reclamation height. The north
mining area currently is permitted for about 63 acres. An additional 17 acres can be permitted in the north
before reclamation would be required. No areas in the north beyond these 17 acres would be permitted
until an equal amount of acres are reclaimed to the height approved in the interim reclamation plan.
Dakota Aggregates is permitted in 2015 for Dry/Wet Mining sub-phases 1A, 1B, 2A and 2B; and Dakota
Aggregates is proposing to continue in those same sub-phases in 2016. The Dry/Wet Mining Sub-phases
are located on the northwest corner of County Road 46 and Station Trail and the trucks access County
Road 46 at Station Trail. Through October 31, 2015, 1,038,000 tons of material were sold and trucked off
site via CSAH 46. In 2016, material sales will include sales to the concrete and asphalt plants that will be
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located within the AUF. The berms around the south mining area and the AUF have been constructed,
seeded, and vegetated. 20 trees were replaced on the berm in 2015 that had died after the previous winter.
NOISE
The only complaints that the City has received regarding Dakota Aggregates during 2015 has been noise
complaints in the northern neighborhood. The complaints have been intermittent and have not been
widespread. When first receiving a complaint, staff had asked the Enclave contact about any complaints he
had received about the operation or if he has heard anything at his residence. The Enclave president had
no complaints and asked several of his neighbors about their experience. They did not have complaints.
Regardless the noise concern existed and Dakota Aggregates was informed. The application provides
information about some of the modifications they have done to their operation over the last year of
operation and also provides some additional information regarding some changes that would take effect in
2016.
Under tab 8 in the Dakota Aggregates packet there are 8 documented concerns about noise in the
northern neighborhood. In some cases we are not sure what time the noise occurred as there wasn’t police
complaint filed at the time of the noise. We have asked the Enclave neighborhood to call the police if
there are any mining related complaints so they can check on the concern while it is occurring. That will
also allow the City to keep a more accurate record. With that in mind, the police were asked to go out near
the mining site for the month of September to assess the noise in the area. The police were asked to drive
in the general area, along Hwy 42, along Biscayne, on County Road 42, and on occasion into the northern
neighborhoods to see if they could hear any noise which could be attributable to the mining operation.
They were asked to go during the late evening hours since traffic would be down and that would be the
time most disruptive to residents. The table attached to the packet indicates the findings of the month long
exercise. The police heard a noise nine times out of thirty days with 5 of the 9 being in the south, along
160th or within UMore at 155th and Akron Avenue. It is unclear if what was heard was related to the south
mining area of Dakota Aggregates or another mine in close proximity, south of 160th in Empire Township
(run by Aggregate Industries). Four times the police heard something north of the mining area, either
along County Road 42 at Biscayne or 145th Street.
There are several things Dakota Aggregates has done in response to the noise concerns. They have added
additional rubber to impact areas on the conveyers and sorting equipment and more recently replaced all
startup horns. The horns are required by OSHA but the high pitched horn has been replaced with a lower
pitch and the horns all face south. In staffs opinion the most beneficial mitigation is the increase in the
berm along County Road 42. The berm was installed parallel to County Road 42 east to west during the
summer of 2015. However, the berm has been extended to the west, with plans to extend the berm all the
way to Biscayne Avenue by end of June, 2016.
In response to noise concerns, Dakota Aggregates has hired AEC, a sound engineering consultant. Much
of the information in the packet is information generated by the consultant and information to aid in
understanding how they tested for noise and sound and what some of the recommendations were. The
memo from the consultant, Lawrence Hansen, is found in Section 2 and provides an overview of the
packet items. Because staff has spoken to Mr. Hansen several times there are a couple of points to
highlight. Someone from the firm will be at the meeting on Tuesday night and will be able to provide more
background information to the attachments and answer questions.
Some general notes from the information included in the packet and Staff’s discussions with AEC are as
follows:
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• As mentioned in the memo, noise levels in living rooms to office space are at approximately 50-60
decibels
• Decibel increase is not linear; therefore a 3 decibel change is seldom noticed but a 5 decibel change
is “clearly noticeable”
• Sound travels in waves and therefore is affected by physical impediments
• The PCA regulates noise with differing criteria for daytime and nighttime as depicted in the
attachment
• Tab 5 shows modeling of noise with traffic only, screener only, and the two combined, under the
old location of the mining equipment (2015 activities)
• Tab 6 shows modeling of noise with traffic only, screener only, and the two combined, under the
new location of the mining equipment (proposed 2016 activities)
• The new location versus the old location is in the bottom of the pit (approximately 50 feet) near
the wall of the pit, and the 20’ berm has been increased to the west.
Staff believes with many of the mitigative measures proposed sound associated with the mining activity
will be reduced from that experienced in 2015. Some residents have called about noise concerns but there
have been few. It is unclear if they have been disturbed and just not contacted the City or whether they
have no issues. Staff can support the operation for 24 hours consistent to the conditions of the 2015
mining permit understanding that all the mitigation proposed by the applicant must be put into operation.
At the Planning Commission, Dakota Aggregates noted that they have made all the modifications noted
below. However, many of the changes were done at the end of the mining season in 2015 and the change
in sound cannot be measured at this time. The sound prevention measures are:
• Extend berm to the west
• Put mining equipment (plant) in pit and move closer to northern edge (wall) of pit
• New feed hopper
• Eliminate rock kicker
• Re-line splitter box
• Urethane screens on top deck of screen plant
• Urethane lining on sides of screen deck
• Rock surge pile down in pit
• Change start up horn on control van
• Change start up horn on feeder
• Change start up horn on overland conveyor
• Straighten out turns in overland conveyor line to stop or reduce rock tumbling noise
• Rubber line conveyor hoppers on overland
• Re-line feed boxes on screen decks
Reaffirming implementation of these measures is included as a recommended condition for the 2016 Large
Scale Mineral Extraction Annual Operating Permit Agreement.
RECOMMENDATION
Staff and the Planning Commission recommend that the City Council approve the renewal of the Dakota
Aggregates Large Scale Mineral Extraction Permit for 2016. This recommendation is based on the
information submitted by the applicant, findings made in this report, and the conditions detailed in the
attached Large Scale Mineral Extraction Annual Operating Permit Agreement.
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# Phase DRY WET
2016 Large Scale Mineral Extraction Annual Operating Permit
Agreement for Dry/Wet Mining Sub-phases 1A, 1B, 1C, 2A, 2B, 2C and
2D; and North Dry Mining Sub-phases 1A, 1B, 2C and 2D
DAKOTA AGGREGATES, LLC
A. Dakota Aggregates, LLC (hereinafter "the Operator") signs a written consent to
these conditions binding itself and its successors, heirs or assigns to the conditions of
said permit.
B. The term of the permit shall extend from January 1, 2016 until December 31, 2016
unless revoked prior to that for failure to comply with the permit requirements.
C. Mining in Wet/Dry Mining Sub-phases 1A, 1B, 2A, and 2B may occur 24 hours a
day, 7 days a week.
D. Mining and screening in North Dry Mining Sub-phases 1A, 1B, 1C, 2A, 2B, 2C, and
2D may occur 24 hours a day, 7 days a week.
E. Trucks may haul from North Dry Mining Sub-phases 1A, 1B, 1C, 2A, 2B, 2C, and
2D from 6 a.m. to 10 p.m. Monday through Friday and 7 a.m. and 7 p.m. Saturday ,
except for hauling outside those hours for the execution of a contract requirement of
up to five (5) MnDOT or other public agency roadway construction project. During
the execution of the MnDOT or other public contracts, the hauling may occur 24
hours a day, 7 days a week.
F. No crushing or washing equipment shall be located or used in the North Dry Mining
Sub-phases 1A, 1B, 1C, 2A, 2B, 2C, and 2D.
G. The North Dry Mining Sub-phases 1A, 1B, 2C, 2A, 2B, 2C, and 2D shall not be
mined below the 882 foot elevation.
H. Protection equipment that is installed on hauling trucks, such as covers for the truck
beds, shall be used while traveling on public roads. Non-use will be considered a
violation of the permit condition.
I. Trucks shall not use any locally designated road as part of their haul route except for
the shortest route between the delivery site and the nearest County, State or U.S.
highway.
J. Trucks may not be loaded heavier that the public haul roads posted weight
restrictions.
K. Engineered designs for any reclamation steeper than a 3 to 1 slope must be submitted
and approved by the City Engineer before the reclamation can occur.
2016 Annual Operating Permit
Dakota Aggregates, LLC
2 of 5
L. A gate and thirty (30) feet of fencing on each side of the gate shall be installed at the
Station Trail access. The gate shall be closed and locked when the mining or
ancillary uses are not in operation. A knox box or similar devise shall be installed to
provide emergency personal access to the key for the lock.
M. Conformance with the City Engineer’s Memorandum dated September 20, 2012.
N. The University of Minnesota (or designated entity) shall obtain approval and/or
concurrence from the MPCA regarding completion of appropriate investigations
and/or actions taken in response to identified releases of hazardous substances,
pollutants or contaminates as defined under Minn. Statute 115B, and as deemed
reasonable and necessary by the MPCA.
O. Dakota Aggregates shall clean dirt and debris from streets that has resulted from
extraction or hauling operations related to the Mineral Extraction Permit. After
Dakota Aggregates has received 24-hour verbal notice, the City will complete or
contract to complete the clean-up at Dakota Aggregates’ expense. In the event of a
traffic hazard as determined by the City Administrator (or the Administrator’s
designee) or Rosemount Police Department, the City may proceed immediately to
complete or contract cleanup at Dakota Aggregates’ expense without prior
notification.
P. No topsoil shall be removed from the site unless Dakota Aggregates can demonstrate
that there is topsoil in excess of the amount needed to reclaim the End Use Grading
Plan with at least six (6) inches of topsoil. Dakota Aggregates shall take necessary
measures to prevent erosion of the stockpiled topsoil.
Q. Any costs incurred now or in the future in changing the location of existing public or
private utilities including but not limited to pipelines, transmission structures and
sewer infrastructure located within the permit area shall be the sole obligation and
expense of Dakota Aggregates.
R. All costs of processing the permit, including but not limited to planning fees,
engineering fees, and legal fees, shall be paid by Dakota Aggregates prior to the
issuance of the permit. Dakota Aggregates shall reimburse the City for the cost of
periodic inspections by the City Administrator or any other City employee for the
purpose of insuring that conditions of the permit are being satisfied. Dakota
Aggregates agrees to reimburse the City for any other costs incurred as a result of
the granting or enforcing of the permit.
S. Dakota Aggregates shall deposit with the Planning Department a surety bond or cash
deposit in the amount of Eight Hundred Fifty One Thousand one Hundred Dollars
($851,100) in favor of the City for the cost of restoration, regrading and/or
revegetating land disturbed by mining activities and to ensure performance of all
requirements of this resolution and City ordinances by Dakota Aggregates. The
required surety bonds must be:
1. With good and sufficient surety by a surety company authorized to do business
2016 Annual Operating Permit
Dakota Aggregates, LLC
3 of 5
in the State of Minnesota.
2. Satisfactory to the City Attorney in form and substance.
3. Conditioned that Dakota Aggregates will faithfully comply with all the terms,
conditions and requirements of the permit; all rules, regulations and
requirements pursuant to the permit and as required by the City and all
reasonable requirements of the City Administrator (or the Administrator’s
designee) or any other City officials.
4. Conditioned that Dakota Aggregates will secure the City and its officers
harmless against any and all claims, for which the City, the Council or any City
officer may be made liable by reason of any accident or injury to persons or
property through the fault of Dakota Aggregates.
5. The surety bond or cash escrow shall remain in effect from January 1, 2016
until July 31, 2017.
Once the interim reclamation grades and vegetation have been established and
approved by the City, the bond may be reduced by Five Hundred Sixty Seven
Thousand Four Hundred Dollars ($567,400 = 113.48 acres times $5,000 per acre).
Once the end use grading grades and vegetation have been established and approved
by the City, the bond may be reduced by Two Hundred Eighty Three Thousand
Seven Hundred Dollars ($283,700 = 113.48 acres times $2,500 per acre). Upon
thirty (30) days’ notice to the permit holder and surety company, the City may
reduce or increase the amount of the bond or cash deposit during the term of this
permit in order to insure that the City is adequately protected.
T. A landscape security of $42,625 (155 trees times $250 per tree times 110%) shall be
provided. After the trees have been established, $38,362 (90%) of the landscaping
security can be released. The final $4,263 (10%) shall be maintained through the
existence of the berm for Dry/Wet Sub-Phase 1A and 2A to ensure that as trees die,
that those trees are replaced. The landscaping security shall be in the form of a letter
of credit in favor of the City or cash escrow.
U. Dakota Aggregates shall furnish a certificate of comprehensive general liability
insurance issued by insurers duly licensed within the State of Minnesota in an
amount of at least Five Hundred Thousand and no/100 ($500,000.00) Dollars for
injury or death of any one person in any one occurrence, and at least One Million
Five Hundred Thousand and no/100 ($1,500,000.00) Dollars for injury or death of
more than one person arising out of any one occurrence and damage liability in an
amount of at least Two Hundred Fifty Thousand and no/100 ($250,000.00) Dollars
arising out of any one occurrence. The policy of insurance shall name the City as an
additional insured and shall remain in effect from January 1, 2016 until July 31,
2017.
V. Dakota Aggregates shall hold the City harmless from all claims or causes of action
that may result from the granting of the permit. Dakota Aggregates shall indemnify
the City for all costs, damages, or expenses, including but not limited to attorney's
fees that the City may pay or incur in consequence of such claims.
W. Dakota Aggregates shall submit to the City semi-annually a written report indicating
2016 Annual Operating Permit
Dakota Aggregates, LLC
4 of 5
the amount of material extracted from the site for the prior six-month period. After
said written report is submitted, the City shall perform an inspection of the site to
confirm compliance with the conditions within the Annual Operating Permit.
X. Reclamation requires the replacement of the stockpile of topsoil to the mined area,
reseeding, and mulching necessary to re-establish vegetative cover for permanent
slope stabilization and erosion control, provided also that the minimum depth of
topsoil shall not be less than six (6) inches after reclamation. No restored slopes may
exceed the gradients shown on Interim Reclamation Plan.
Y. No mining activity will occur within fifteen (15) vertical feet of bedrock.
Z. Dakota Aggregates shall compact the entire reclamation site to a minimum
compaction of 95% of maximum dry density.
AA. If not utilized by the University of Minnesota for agricultural purposes, fully
reclaimed areas will be permanently seeded within 14 days of final completion. All
disturbed non-operating areas not utilized by the University of Minnesota for
agricultural purposes shall be seeded at a minimum of once per year, prior to
October 1 with MnDOT seed mix 130B. Operating areas including work faces,
material stockpiles, haul roads, staging areas, and active reclamation areas are not
required to be seeded.
BB. Dakota Aggregates shall submit quarterly to the City documentation of the Barr
Engineering, Inc. (or other City approved geotechnical testing firm) environmental
and geotechnical testing with documentation verifying the source and quantity of the
“haul-back” material. These reports shall be provided within fourteen (14) days
after the end of the quarter.
CC. Dakota Aggregates shall submit an incidence report to the City within three days of
any testing that fails for contamination or hazardous materials, or will not produce a
normal moisture-density relationship for compaction.
DD. Truck operators within the pit area shall not engage in practices involving slamming
tailgates, vibrating boxes, using of “jake” or engine brakes (except in emergency
situations), or other such activities that result in excessive noise.
EE. Dakota Aggregates shall incorporate best management practices for controlling dust,
erosion, noise, and storm water runoff as specified by the Minnesota Pollution
Control Agency and the United States Environmental Protection Agency and
proposed in the submitted LSME application to the City.
FF. Compliance with Dakota County Ordinances No. 110 and 111, as well as all other
applicable Federal, Minnesota, Dakota County, and Rosemount regulations. Soil
materials in the Property will be managed in accordance with the Minnesota
Pollution Control Agency’s Best Management Practices (BMPS) for the Off-Site
Reuse of Unregulated Fill.
2016 Annual Operating Permit
Dakota Aggregates, LLC
5 of 5
GG. Dakota Aggregates may not assign this permit without written approval of the City.
Dakota Aggregates will be responsible for all requirements of this permit and all
City ordinances on the licensed premises for the permit period unless Dakota
Aggregates gives sixty (60) days prior written notice to the City of termination and
surrenders permit to the City. Dakota Aggregates shall identify all Operators prior to
their commencement of mineral extraction-related activities in the pit area. The City
shall have the authority to cause all mineral extraction activities to cease at any time
there is an apparent breach of the terms of this Permit.
HH. Dakota Aggregates shall comply with such other requirements of the City Council as
it shall from time to time deem proper and necessary for the protection of the
citizens and general welfare of the community.
II. Dakota Aggregates shall install and establish vegetation on a berm located on the
north side of the haul road. The construction of this berm to its westernmost end
point at Biscayne Avenue shall be completed by June 30, 2016. The height of the
berm must be at least 30 feet in height.
JJ. American Engineering Testing, Inc. (AET) shall submit the 2014-2015 Annual
Monitoring Report , including all groundwater testing, and submit the report to the
City by January 31, 2016. Leggette, Brashears, & Graham, Inc. (LBG) shall review
the revised report on behalf of the City and has the authority to adjust the frequency
of the groundwater sampling based on the 2015 testing results.
KK. Dakota Aggregates shall implement the sound mitigation measures as documented in
its 2016 Large Scale Mineral Extraction Permit application and referenced in the
March 1, 2016 City Council report concerning said application.
IN WITNESS WHEREOF, Dakota Aggregates, LLC, the Operator, hereby consents and agrees to the foregoing conditions of said Annual Operating Permit this _______ day of ______________, 20__.
Dakota Aggregates, LLC _By:________________________________ Tim Becken, Its Chief Manager STATE OF MINNESOTA ) ) ss COUNTY OF _________ )
2016 Annual Operating Permit
Dakota Aggregates, LLC
6 of 5
The foregoing instrument was acknowledged before me this _________ day of
____________, 20____, by Tim Becken, Chief Manager of Dakota Aggregates, LLC, the Operator, on behalf of the Corporation. ________________________________________ Notary Public
1/21/16
RE: Dakota Aggregates Meeting 1/26
Dear Rosemount Planning Commission:
It has come to my attention that Dakota Aggregates is up for renewal for its permit for 24-hour
operation of the plant. I attended the meeting last year when the permit was allowed. It is my
understanding the City was interested in input from the homeowners in the vicinity in considering if
they should renew the permit. '
I do NOT support the 24-hour operation. As one of the homes with my backyard DIRECTLY across from
the mining site, it is loud, disruptive, dusty, and a nuisance. When the weather is nice, it is IMPOSSIBLE
to have ANY of my windows open to be able to enjoy the nice weather. All you hear is a clanging,
banging, rocks moving, truck engines, trucks moving, exhaust, etc. It interrupts my sleep, it interrupts
my dog, it interrupts my guests and my family. I've had many people comment, "What is that awful
noise?" They can't believe it when I explain a mining business was allowed to operate for 24 -hours a
day right outside the back of my house. I can SEE and watch the operations daily from any of my
windows.
My dog jumps up frequently, running to the windows to try and determine what the noises are at night
and when it is dark outside. This is unnecessary.
I purchased my home because it is lovely. I purchased it before the plant was permitted to run 24 -hours
a day. I spend time working very hard to pay for it, and when I'm there, I like to enjoy it. Part of that is
an expectation of some peace and quiet. Some relaxation. Sit out on my deck. When the plant is
allowed to operate 24 -hours a day, how is this possible? There is absolutely no break for us
homeowners, who have no choice and no option, as we live HERE! Hence, the importance of this letter.
respectfully request that the permit for 24-hour operation be denied. We tried it for a year. I have
personally experienced and lived the outcome for the past year. The impact on my life has been
NEGATIVE. The impact on my family has been NEGATIVE. While I understand the need for a business,
and support local businesses, the negative impact on the surrounding residents clearly outweighs any
positive impacts we have had from it running 24 -hours. Ask Dakota Aggregates in which specific ways
their 24-hour operation has POSITIVELY impacted the nearby homeowners? In what ways have we
benefitted? Unfortunately, and clearly, the answer is "None." It should be allowed to run during
appropriate business hours only, allowing for a break for us and allowing them to continue to be in
business. Thank you for consideration of my input on the matter.
Sincerely,
t
Marissain
Homeowner at 14626 Bloomfield Path
r
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City of Rosemount,
I live on Bentley way in Rosemount,not far from the Dakota Agg site.Last fall I noticed a loud noise
coming from the areas just south of the house, I was unaware of what it was at the time.When out in
front of my house the noise coming from the facility is a nuisance,at best,at worst with the windows
open it is very annoying. It has continued to be a problem and will only get worse as the weather warms
up and people open up their homes.
I oppose any 24 hour use of this facility.While I realize that the company will benefit from round the
clock operations,it should not be at the expense of the citizens of the city.
Ken VanOverbeke
January 20, 2016
City of Rosemount
Planning Commission
2875 145th Street West
Rosemount MN 55068
RE: Public Hearing regarding 24 hour operation of aggregate processing facility
Dear Planning Commission:
ou den the application b DakotaAsaresidentofRosemount, we respectfully request that y y pp y
Aggregates, LLC, to amend the Interim Use Permit to allow 24 hour operation of the aggregate
processing facility in Rosemount.
We have lived at 14412 Bentley Way since November, 1999. We were the first single family
home to close in the Bloomfield development so we have obviously witnessed a lot of growth and
change in Rosemount and UMore. We are already forced to deal with noise and lights from the
aggregate operation today. The lights are very powerful and are clearly visible from our back
windows and deck of our home. Activity at the aggregate facility will no doubt pick up when
warmer weather arrives as will our desire to be outside enjoying our yard and deck. We don't wish
to be subjected to additional activity at all hours.
Summer evenings and weekends are precious commodities in Minnesota and we would like to
enjoy the home that we love without the side effects of a commercial gravel operation in sight and
hearing distance of our home.
Sincerely,
Peter and Martha Jane Magnuson
Home phone: 651-322-7922
Cell phone: 651-747-6072 (Martha) or 651-747-6073 (Peter)
Email: mjmagl2(q vahoo.com or pd.magnusonlLgmail..com
January 26, 2016
Rosemount Planning Commission:
2875 145th Street West
Rosemount,MN 55068
RE: Dakota Aggregate Mine 24 hour Operation Rosemount MN
We are writing you because we cannot attend the planning commission meeting reference the 24
hour proposed operations. I and my wife are adamantly against Dakota Aggregate operating
24 hours a day, We live on Bloomfield Place and our back yard/home faces the south and the
operating mine.
The reasons:
Mining noise that is very loud, disruptive and keeps us both awake a night
Bright obnoxious lights
Dust 24/7 if wind conditions are right—dirt and dust come right into our home(except
winter when we have our windows closed)
Our widows and siding are covered with the dirt and dust from the mining operations
This mine will effect resale of our home,especially if 24 hour operations
You, as the planning commission should seriously take into consideration and adamantly oppose
Dakota Aggregate from operating 24 hours a day. This 24 hour operation of the mine is an
interruption of our lives with the noise as well as hundreds of other people's lives. It's bad
enough that we have to live with the noise, lights and dust during the daytime hours.
I am curious if any of planning commission lives in earshot/light shot or dust shot of the mine?
You as the planning commission must remember, we were here first. When we purchased and
built this home I had no idea there would be a noisy disruptive aggregate mine across the street.
If we would have known this, we would not have moved to Rosemount.
Please help us and others that live near the aggregate mine and Vote NO. Please submit this
letter during the planning commission meeting on January 26, 2016, as well as on file with the
city of Rosemount.
Regards,
Bobby and Julie Reardon
14554 Bloom field Place
ffeardon@charter.net
Jan. 21, 2016
Homeowners,
I received a visit today from Mr. Shaun Nelson, a member of the Rosemount City
Council, concerning the application of Dakota Aggregate that will allow them to
operate the mine on a 24 hour around the clock schedule.
The meeting will be held at 6:30 PM, Tuesday, Jan. 26th at the Council Chambers
located at 2875 145th St. West.
Councilman Nelson intends to vote NO to the application and he is asking for our
support. His house backs up to 42 the same as many of ours do so he has to
contend with the noise, lights and dust the same as we do.
He feels that if enough people come to the meeting or write a letter to the
Planning Commission expressing their concerns about'the 24 hour operation it
could have a positive influence on the other council members.
If you feel that this operation should not be allowed and you cannot attend the
meeting you can send a letter to:
Rosemount Planning Commission
2875145 th St. West
Rosemount, MN, 55068
C/
Be sure to send it before the meeting date. p gi
Thank You, nn
Sidona Flum
9j
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President, The Enclave HOA
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City of Rosemount
Planning Commission
2875 145"'ST.West .
Rosemo-.int, MN 55068
01/23/2016
Commission Members;
I am mtritkng in opposition of the p>oposed request by Dakota Aggregates to be permitted to run
a 24 hour operatio,=, Living with County 42 out my back door and across the road the mining concern
my wife and l have -)und there noise and light at times very annoying. There is also the background
vibrations that:can'be felt/heard especi-ll n while resting.
We realize that a business needs run and make a profit. Also that this is a product needed by
growing CornITrun*,k s, SUT, enru.n alp--ar:r. We also need a break from the operation, 24 hours is just
too much -xaect of .h: r 's'Aences affe `ed by this operation. Please do not allow an operation of
this size to =r+ 24 hour T rar,' v-iu for li.,,ening to our concerns.
Sincerely,
Eugene P. Gergen & Lenore J. Gergen
14914 Bilter_;weet C,)utt
Rosemount, MPJ 5506,
Roudebush, Amy
From: Lindquist, Kim
Sent: Monday,January 25, 2016 9:32 AM
To: Roudebush, Amy
Subject: FW: oppose the working of the Aggregate Company 24/7
Can you please send out to all appropriate folks.This didn't get into the PC packet last week. K
From: Cox, Alan On Behalf Of Comment
Sent: Friday, January 22, 2016 7:43 AM
To: Lindquist, Kim; Klatt, Kyle
Subject: FW: oppose the working of the Aggregate Company 24/7
From:CINDY CURLEY Imailto:curlette@msn.coml
Sent: Thursday,January 21, 2016 6:14 PM
To:Comment<Comment@ci.rosemount.mn.us>
Subject:oppose the working of the Aggregate Company 24/7
1 can not make the meeting on January 26th, but I wanted you to know that I vehemently oppose the
Aggregate Company running their business round the clock...how thoughtless, greedy and self serving can you
getH The main reason many of us have moved and lived in Rosemount is because of it's relative small town
feel along with the peace and quiet! Please don't allow this company to strip of us peace and quiet along with
destroying the land!
With regards,
Cindy Curley
14834 Bittersweet Circle
Rosemount, MN 55068
t
Jan. 21, 2016
Homeowners,
I received a visit today from Mr. Shaun Nelson, a member of the Rosemount City
Council, concerning the application of Dakota Aggregate that will allow them to
operate the mine on a 24 hour around the clock schedule.
The meeting will be held at 6:30 PM, Tuesday, Jan. 26th at the Council Chambers
located at 2875 145th St. West.
Councilman Nelson intends to vote NO to the application and he is asking for our
support. His house backs up to 42 the same as many of ours do so he has to
contend with the noise, lights and dust the same as we do.
He feels that if enough people come to the meeting or write a letter to the
Planning Commission expressing their concerns about'the 24 hour operation it
could have a positive influence on the other council members.
If you feel that this operation should not be allowed and you cannot attend the
meeting you can send a letter to:
Rosemount Planning Commission
2875145 th St. West
Rosemount, MN, 55068
C/
Be sure to send it before the meeting date. p gi
Thank You, nn
Sidona Flum
9j
Xy
President, The Enclave HOA
1 - o
JN
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Opposing 24 hr Mining at Dakota Aggregates
Letter from Residents
Mining Area
Phase 1
Mining Area
Phase 1 & 2
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Letter from Residents
EXCERPT OF DRAFT MINUTES
PLANNING COMMISSION REGULAR MEETING
JANUARY 26, 2016
5.b. Request by Dakota Aggregates, LLC for renewal of a Large Scale Mineral Extraction Permit for 2016 and
to amend the Interim Use Permit to allow 24 hour operation of the aggregate processing facility.
Senior Planner Klatt summarized the staff report for the Planning Commission.
Commissioner Forester confirmed that the point the annual review is to address any concerns that arise during the past
year and address issues yearly.
Commissioner Kenninger inquired as to why the berm hasn’t been completed or was it not planned to continue to the
west towards Biscayne Avenue. Community Development Director Lindquist stated that the initial concern was truck
traffic as that is usually the cause of complaints and staff wanted to make sure the haul road was screened first. The initial
berm was completed as requested.
Shawn Dahl with Dakota Aggregates/Ames Construction was on hand to address the Planning Commission. He stated
that he is working with staff to address the complaints. Mr. Dahl gave a quick overview of the Rosemount Dakota
Aggregates site operations, noting where certain activities are located on the site. He indicated they started mining in 2013 ,
although very little, with full mining activity starting in 2014. He explained the various ancillary uses constructed or under
construction on the site and indicated there has been a total investment of about $50 million in the site and community.
Dakota Aggregates goal is to beat the 15 year timeline for the northern portion of the mine and if the current production
rate is maintained they should be done in more like 10 years. He indicated that the entire berm will be completed by June
of 2016. The current berm is 20-22 feet in height, the remaining portion of the berm is currently about half done.
Construction of the berm will take about 6 weeks this spring and he commits to have the final height at 30 feet. The intent
of increasing the height of the berm is to block the view of the mine and block the noise of mining. In 2015 they produced
about one million tons of material. Dakota Aggregates understands mining is not a popular neighbor but wants to be good
corporate citizens. They have reacted to the complaints as fast as possible and haven’t solved all the problems, but are
actively working to solve them. All equipment will be moved 50 feet down into the hole of the mine and the completion of
the berm will mitigate the sound and solve the complaints. They have hired a firm, Aeroacoustics Engineering Consultants
to address the noise issues.
Larry Hansen from Aeroacoustics Engineering Consultants was on hand to describe the process of the noise testing. Noise
emissions were done at the property line, at two sites, two different days and tests lasted over four hours. The goal was to
identify which piece of equipment is making each noise and then address noise mitigation for those noises. Mr. Hansen
indicated that an average decibel level is about 50 decibels which is the noise in an office or living room. Mr. Hansen state d
for comparison he is speaking at around 75-80 decibels. The reports show points where the noise was over state decibels
allowance. He also noted that the traffic on CR 42 was louder than the noise from the mine, although the traffic was
heavier on one day versus the other. Where the berm has not been completed there is noise leakage and he indicated that
once the berm is completed the model shows that noise will recede. Another model was made to see what would happen if
equipment was moved into the mine hole, this also showed a reduction in noise. The alarms on equipment were also
measured; all equipment has been replaced with new quieter horns as another measure to help reduce noise.
Commissioner Forester inquired if the permit renewal is approved tonight would the sound continued to be monitored.
Mr. Dahl stated that if they get complaints they would attempt to solve the problem but if they can’t identify the issue they
would bring Aeroacoustics back in to do more testing.
Commissioner Kenninger inquired about the acceptable decibel level for an operation of this type. Mr. Hansen explained
the State PCA requirements indicate a range depending upon time of day from 50-65 decibels and that is pretty common in
all urban areas. In comparison the breeze blowing through trees is 65 decibels. She also inquired if the State does routine
monitoring to ensure that businesses are within allowable limits. Mr. Hansen stated that there is no routine monitoring
done, they wouldn’t know whether a site was in compliance until a test like what was completed was done.
Commissioner VanderWiel inquired what the timeline is for moving the equipment into the mining hole. Mr. Dahl stated
that it has already been moved. VanderWiel also asked if there has been testing since the equipment was moved. Mr. Dahl
stated that operations have been shut down since the move. The modeling was done so they could predict the impact of
the moving of the equipment.
Commissioner Forester inquired what parameters were used for testing. Mr. Hansen stated it is the same as what MnDot’s
acoustic model for traffic based on the type of road, and is the same process that is used to assess the impact of road
construction for any urban or rural area.
Commissioner Kenninger inquired about the completion dates of the items itemized by the City of Rosemount that need
to be addressed to reduce noise. Mr. Dahl stated that anything that makes contact with rocks or anyplace where equipment
touches have been addressed. They worked on the berm as long as the weather would allow, but in December the snow
forced them to stop.
Commissioner Freeman inquired about the two nights of testing and if they are a good representation of the typical night.
Mr. Dahl stated that the same pieces of equipment and same work is happening at the mine each night the biggest
difference was the volume of traffic.
Commissioner VanderWiel inquired what the horn is used for and when it goes off. Mr. Dahl stated that any time there is a
stop or start at the plant. He estimated that the horn is sounded three times a day. The horn sounds for 5 seconds and is
safety measure used to signal that belts will start and is required by Federal laws such as OSHA. He also stated that the
start and stop alarms go off 5:00 am and 2:00 pm.
The public hearing was opened at 7:43 pm.
Public comments:
Cathy Skluzacek, 14842 Bittersweet Circle, stated that nothing has been for the residents who live near the mine to deal
with dust, noise, and lights from the mine. She is against 24 hour operations.
Carol Brom, 14603 Bloomfield Path, asked the audience how many knew of the change last year. No one raised their
hand. She also asked who was there to object to the change to the 24 hour operations; the majority of homeowners
raised their hands. She stated that she wouldn’t have been at the meeting if the error wasn’t made in the notice but
would have shown up last year had she received the notice. She stated that she appreciates the work on noise, but she
doesn’t have any complaints on noise. Had she known she would have been here last year to object to the increase in
mining activity for a 24 hour operation.
Community Development Director Lindquist clarified that the notice from last year’s permit renewal was used and
written over for this year’s notice. She also stated that the notice was sent to the same people as last year and the reason
for annual review is to address complaints, if needed.
Dewayne Sutherland, 14424 Bentley Way, stated that he appreciates the noise mitigation done. He is concerned about
his property value when he tries to sell because of the noise at the mine. He realizes that he will get noise from CR 42
but didn’t expect to deal with mining noise as well. He also expressed his concern that there are no repercussions should
the mine affect his property value if he decides to sell. He also is concerned about calling 911 for a noise issue at 2:00
am; the police have other things to worry about.
Commissioner VanderWiel questioned the audience about the noise, as to when, how often, and type of noise that is
occurring.
Mr. Sutherland stated that at first it was machinery noise. Then it turned into a sharp noise that would wake him from
sleep, not constant noise. He doesn’t notice the noise during day.
Carol Hawley, 14838 Bittersweet Circle, stated that she lives where berm gets narrow around the curve. She stated that
she couldn’t have windows open because of the loud, banging noise occurring. She also stated that she is concerned
about the dust and that it is causing asthma and allergies for her and her pets. She would like to enjoy the outdoors at
night.
Leslie Green, 14602 Bloomfield Path, stated that the noise is machinery, she can hear squeaking and banging. She also
stated that lights and dust are problems for her as well. She appreciates the work that has been done and hopes the berm
solves the issues. She also questioned why the city limits the times of concerts, fireworks, train horns, but mine noise not
limited by the City.
Judy Schmidt, 14595 Bloomfield Path, stated that she moved to Rosemount from Rochester to retire. She stated that she
can live with noise on CR 42 but the noise from mine doesn’t allow her to sleep with windows open. She has wor ked
hard and deserves to enjoy the rest of their life. She also stated that she is hearing noise at 5:00 am when work on the
berm was happening and the noise would last all day. She is against 24 hour mining and would tell people to move to
Farmington or Lakeville instead.
Christal Peters, 14664 Bloomfield Way, stated that she came from oil country, she moved here because she wanted a
cleaner place to live. She also stated that she didn’t get a notice last year. She is also concerned about the noise, wate r,
and dust. She thinks 24/7 operations are a little much.
MOTION by VanderWiel to close the public hearing.
Second by Forester.
Ayes: 4. Nays: 0. Motion Passes.
The public hearing was closed at 6:57 pm.
Additional Comments:
Commissioner VanderWiel inquired where the new berm will run. Lindquist stated that it will run west to Biscayne
Avenue. Currently there is a hole in the berm which is needed to work on the top of the berm, which will be filled in
when the berm is complete. It is required to be completed by June 30, 2016 and will be 30 ft. in height. Once the berm is
completed it should address complaints about light and noise.
Commissioner Kenninger inquired if other permits have light restrictions and if there is anything we can do to reduce
light pollution. Lindquist stated there are requirements but those are measured at the property line.
Mr. Dahl stated that now that they have progressed far enough the lights will be below the ground and you should only
see a glow. He also addressed the issues with dust. He stated that typically the dust comes from the haul road and not
the mining itself. He went on to explain that there are mobile water units that spray the mine walls and haul road. He
also explained that it took 2 years to dig a hole that big and they had to start at level ground then dig down to make the
hole. Thankfully they were very productive last year and were able to mine deep enough that this year there shouldn’t be
any visible lights or noise from the mine. He asked residents to give him six weeks to build the berm and they shouldn’t
have any more issues with the mine. They will be diligent about the placement of lights but the lights are necessary for
safety. He stated that construction of the berm doesn’t start until 7:00 am and they work 12 hour days.
Commissioner Forester felt like last year there was a perfect storm of events that caused the complaints. He feels the
applicant has taken certain measures to address the issues, and personally feels that another year is needed to see the
results of the changes that have been made. He also stated it is hard to make a case because there is no log of issues
from the Police Department.
Lindquist urged residents to call 911 if there are issues; it’s the only way to log the issue. It is also to best to address the
issue at the time it occurs; it is much harder to pinpoint the cause after the fact.
Commissioner VanderWiel inquired if the notices would have been sent out to addresses near Atwater Way. Lindquist
confirmed they received notices. VanderWiel noted that there have been no complaints from residents on the north side.
She stated that she came to the meeting ready vote against the renewal but the evidence shows that the berm should
mitigate the issues based upon the fact that there are no complaints from residents to the north of the mining. She
agrees with Commissioner Forester and feels that we should give Dakota Aggregates another chance.
Commissioner Kenninger agrees with the other two Commissioners and feels the completion of the berm will address
many of the issues. She questioned whether or not to ask for a review in six months but realizes that operations won’t
start up again until April and that wouldn’t be enough time to see the results. She feels the applica nt has taken extra
measures to show they are working to address the issues.
Commissioner Forester posed the option of limiting 24 hour operations until the berm is completed.
Mr. Dahl reminded the Commissioners that they have to produce 12 months of pro duct in 7 months’ time. He went on
to state that there were only four official complaints last year from July 9th to mid-August. He noted that there were no
new complaints after those four until the hearing notice was sent out. They can only react when they are aware of a
problem and they address issues as soon as they are aware of the problem. He finished off by stating Dakota Aggregates
is committed to making it things right.
Commissioner Kenninger confirmed that the berm had to be constructed regardless of the 24 hour operation
Commissioner Freeman also feels the need to try it out for another year; the models show that the berm will reduce the
issues.
Commissioner Forester inquired if it is it reasonable for the applicant to have another acoustical report done next year.
Lindquist stated if there are no complaints, then the City wouldn’t probably ask for it.
Commissioner VanderWiel once again reiterated the importance of calling 911 when there is an issue. Complaints are
documented and given to the commissioners and council when the permit is reviewed for renewal.
Motion by VanderWiel to recommend the City Council renew the Dakota Aggregates Large Scale Mineral Extraction
Permit for 2016, subject to the terms and conditions in the attached 2016 Draft Conditions for Mineral Extraction, with
the change to condition ii that the berm must be at least 30 feet high.
Second by Freeman.
Ayes: 4. Nays: 0.
MEMORANDUM
TO: KYLE KLATT, SENIOR PLANNER
CITY OF ROSEMOUNT
FROM: DAVID STRAND
SUBJECT: REVIEW OF AET’S 2015 ANNUAL MONITORING
REPORT, UMORE MINING AREA, JANUARY 29,
2016, PREPARED FOR DAKOTA AGGREGATES LLC
DATE: JANUARY 24, 2016
CC: DAVE HUME, LBG
At the request of the City of Rosemount (City), Leggette, Brashears & Graham, Inc. (LBG) has
reviewed American Engineering Testing, Inc.’s (AET) 2015 Annual Monitoring Report, UMore
Mining Area, January 29, 2016, and prepared for Dakota Aggregates LLC. The intent of the
review was to verify the 2015 monitoring activities were completed in accordance with the
groundwater monitoring plan outlined in Barr Engineering Company’s Hydrogeologic Study and
Water Monitoring Plan (WMP), September 2012, and met the conditions of the mining permit.
LBG’s primary tasks included reviewing the report text, verifying data presented on figures was
accurate, confirming laboratory data presented in the summary tables were representative of the
results contained in the laboratory reports, and reassuring all parameters listed in the WMP were
analyzed.
The 2015 annual monitoring report covers the time period from January 1 through December 31,
2015. Overall, the report provides a comprehensive account of the site activities conducted as
they relate to groundwater level monitoring and groundwater sampling as outlined in the WMP.
It appears activities were performed in accordance with the WMP and met the conditions of the
mining permit. Additionally, the recommendations provided in AET’s 2013-2014 Annual
Monitoring Report, January 23, 2015, and comments provided by the City to that report and
subsequent correspondence were implemented in 2015. Specific comments are presented below.
Section 3.0 SCOPE OF SERVICES
Groundwater Quality Monitoring – First Semiannual Sampling Event
o The opening paragraph in this section lists a number of field parameters (specific
conductance, pH, temperature, redox potential, and turbidity) measured while
purging and/or sampling. Dissolved oxygen should be added to this list since
analytical results for this parameter are presented on Table 3 – Groundwater
Analytical Data of the report.
Groundwater Quality Monitoring – Second Semiannual Sampling Event
o Same comment as above regarding adding dissolved oxygen to the list of field
parameters in the report text.
City of Rosemount
January 24, 2016
2
Reporting
o It would be helpful to the reader if the third bullet item under this section
referenced Appendix A as the location to find the April 13, 2015 letter discussed.
Otherwise, the first appendix referenced in the body of the report is Appendix B
which is mentioned in this same section shortly after the third bullet.
Section 4.0 GROUNDWATER MONITORING RESULTS
4.1 Water Level Elevations
o LBG agrees with the assessment of groundwater elevations, groundwater flow
directions, and calculated hydraulic gradients associated with the shallow and deep
monitoring wells.
o The first paragraph in this section states “Groundwater contours for the shallow
and deep monitoring wells were depicted separately because of a confining glacial
till layer that exists between each independently screened interval at the nested well
locations.” Although this is true for the RMW-3S/D and RMW-4S/D well nests, a
till layer does not separate the shallow well screen (67 to 87 feet below grade [bg])
and the deep well screen (111 to 121 feet bg) at the RMW-5S/D location. Both
well screens are located in the same upper sand and gravel unit that extends to
approximately 121 feet bg. Although a till layer is present below the deepest
screen interval and another sand and gravel unit underlies the till, the deep well
screen was placed above the till. This decision was made because the sand and
gravel unit below the till was deeper than the proposed mine pit lake bottom
potentially reducing the effectiveness of a deep well to act as an early detection
monitoring point if impacts should migrate into the mine pit lake from an offsite
source. Although the well screen placements are in the same sand and gravel unit,
their separation distance is great enough that it does not alter LBG’s interpretation
of the shallow and deep groundwater flow patterns presented in the report.
4.2 General Chemistry Parameters for 2015
o The general chemistry parameter Alkalinity, Carbonate as CO3 is missing from the
statistics table presented in the text. All results were non-detect in the April and
October groundwater samples and the laboratory results are accurately portrayed in
Table 3 of the report.
o The minimum Chloride concentration in the statistics table is listed as 2.4
milligrams per liter (mg/L). This concentration appears to be associated with the
equipment blank collected in April 2015. The minimum concentration should be
12.9 mg/L for the sample collected from MW-B1-001 in October 2015. This data
is presented accurately in Table 3 of the annual report.
o Nitrogen, Nitrate as N can be removed from the statistics table as this parameter is
not required to be sampled in the WMP nor was it analyzed in 2015.
o Although Phosphorous, total, as P was not detected above the laboratory reporting
limits in 2015, it is suggested the laboratory reporting limit (<0.050 mg/L) be listed
in the statistics table versus a dash (--).
City of Rosemount
January 24, 2016
3
4.4 Metals
o The report text indicates calcium, magnesium, potassium, and sodium are the only
metals detected above laboratory reporting limits over the last sampling period. It
should be noted that lead was also present above the reporting limits in RMW-4S
and MW-B1-001 during April. None of the concentrations were in excess of
USEPA Maximum Contaminant Levels (MCLs) or Minnesota (MN) Department of
Health (MDH) Health Risk Limits (HRLs). The detections are presented
accurately in Table 3 of the report.
Section 5.0 DISCUSSION
Comment to the second paragraph:
o As previously approved by the City, MN Unique Well No. 208404 (Beef Farm)
was removed from the WMP and substituted with MN Unique Well No. 767876.
Replacement was initiated due to the proposed demolition of the Beef Farm and
abandonment of the Beef Farm well. Well No. 767876 is located east of the Beef
Farm near the City ball fields. As required, the water level data for Well No.
767876 was included as Appendix E in the report. Appendix E also included the
MDH Well and Boring Record for this well. The well log indicates sand, gravel,
and clay to 145 feet bg followed by limerock to 330 feet bg which is then underlain
by sandstone to 438 feet bg before a shale layer is encountered. The well is
completed in sandstone bedrock as an open borehole from 357 to 438 feet. On the
contrary, Well No. 208404 is 115 feet deep and completed in the upper
unconsolidated overburden. Although one of the objectives of the WMP is to
monitor groundwater levels in the upper unconsolidated overburden, comparison of
water level data from the bedrock well to those from the overburden wells may be
of limited use since the water levels would be associated with different
hydrogeologic units.
o A figure illustrating the locations of Well Nos. 208404 and 767876 in relation to
the mining area and ancillary use facility would be helpful to the reader.
Comment to the third paragraph:
o It appears a new paragraph should have started after the 3rd sentence following the
discussion of sealing RMW-3S and prior to the discussion of general chemistry
parameters.
Overall, LBG agrees with AET’s assessment related to their discussion on the frequency
of detections and magnitude of concentrations associated with general chemistry
parameters, cyanide, total coliforms, diesel range organics (DRO), and Freon®.
Table 3 - Analytical Groundwater Data
Under General Parameters, the compound listed as “Alkalinity, carbonate, as CaCO3”
should be Alkalinity, carbonate, as CO3 to match the WMP and report text.
Under VOCs (volatile organic compounds), the fourth compound listed is 1,1,2-
Trichloroethane (TCE). The acronym TCE is not associated with this compound and
City of Rosemount
January 24, 2016
4
should be removed. TCE would be associated with Trichloroethylene listed further down
in the same section on the table.
Under VOCs, xylenes should be reported as m,p-Xylene and o-Xylene. The April results
reported Total Xylene. This does not appear to be an issue since xylenes have not been
detected in any of the samples collected to date.
Total coliform should be analyzed by Method SM 9222B as listed in the WMP. Total
coliform was analyzed by this method in October but by Method SM 9223 in April. Each
method has different reporting nomenclature (absent/present versus cfu/100ml) making
long-term comparison of results difficult.
Table 4 – 2015 Groundwater Monitoring and Sampling Schedule
The date in the table header should be changed from 2015 to 2016 as the schedule
represents the proposed groundwater monitoring and sampling activities to be conducted
in 2016.
The following comments are provided to the City to further their understanding of the long-term
monitoring results associated with select compounds.
Turbidity: Table 3 - Analytical Groundwater Data indicates concentrations of turbidity in
excess of its MCL of 5 nephelometric turbidity units (NTUs). Because this MCL is
typically applicable to water quality transported through a public distribution system as a
drinking water source, this MCL does not appear to apply to the collection of
groundwater samples for the purpose of environmental analysis.
Total Coliform: Total coliform has been present in at least one monitoring well during
each monitoring event except for November 2014. Groundwater samples collected from
upgradient well nest RMW-5S/D have contained total coliform during five of the seven
sampling events. During this reporting period, the total coliform concentration in the
groundwater sample collected from upgradient well RMW-5S exceeded the MCL of 5
colony forming units (cfu)/100 mL at a concentration of 21 cfu/100 mL. Total coliforms
are the standard by which microbial contamination is measured. Coliforms will be one of
the first bacteria present in the water should contamination occur, and they will be in
much larger quantities than some pathogenic microbes that may be present. Therefore,
coliforms act as indicators of possible contamination. In addition to total coliform being
present in upgradient wells, the area has been used for livestock manage ment which
could be a contributor to its presence. The presence of total coliform appears to be from
historical land use and not mining activities. Because Dakota Aggregates will not be
using the groundwater present in the shallow or deep unconsolidated formations as a
potable drinking water source, exposure to total coliform through ingestion is unlikely.
Metals: To date, metal concentrations have not exceeded their respective MCLs and/or
HRLs.
Pesticides: Historically, very low concentrations of a-BHC, Aldrin, Desethylatrazine,
and Heptachlor have been reported to be present in samples collected from RWM-3S/D,
RMW-4S/D, and RMW-5S/D. All of the detections were flagged (J value) by the
laboratory as being estimated concentrations that fell between the laboratory method
detection limits and the laboratory reporting limits. Of the four pesticides detected, only
Heptachlor has an MCL (0.4 micrograms per liter [ug/L]) and an HRL (0.08 ug/L). The
City of Rosemount
January 24, 2016
5
only time Heptachlor was reported to be present was in March 2014 in the sample
collected from RMW-4D at a concentration of 0.014J which is less than the above MCL
and HRL. No pesticides were detected above the laboratory reporting limits during the
2015 sampling events.
Nitrates: Nitrates have been present to some degree in all of the monitoring wells since
groundwater sampling began in 2013. The MCL and HRL for nitrates are both 10 mg/L.
Nitrate concentrations of 10 to 17.3 mg/L were reported to have been present in
groundwater samples collected from RMW-3D, RMW-4D, RMW-5S, and MW-B1-001
during the reporting period. Concentrations in the remaining wells were less than 10
mg/L but still greater than the laboratory reporting limits. Because the surrounding land
use is primarily agricultural, nitrate concentrations appear to be from historical land use
and not mining activities.
SVOCs: To date, semi-volatile organic compounds (SVOC) concentrations for 2,4- and
2,6-Dinitrotoluene along with Glyphosate (Roundup®) have not been detected above the
laboratory reporting limits.
VOCs: Low concentrations of dichlorodifluoromethane (Freon® 12, a refrigerant) have
been detected at various times in RMW-3D, RMW-4S, and RMW-5D at concentrations
that have ranged from 1.1 to 8.5 ug/L. During this reporting period, Freon® was detected
in samples collected from RMW-3D at concentrations of 2.3 and 2.0 ug/L in April and
October, respectively. The HRL for this compound is 700 ug/L. The presence of Freon®
at the reported low concentrations does not appear to be cause for concern at this time.
DRO: As AET noted in the annual report, DRO was not detected above the laboratory
reporting limits (typically near 0.10 mg/L) in any of the well samples. Historically, low
level concentrations had been detected shortly after the wells were installed and then non-
detect in subsequent rounds. In June 2014, DRO was detected above the reporting limit
in RMW-4D at 1.5 mg/L. Due to the location of RMW-4D in an active portion of the
mining activities, the sudden appearance of DRO was not alarming but was of interest.
Subsequent sampling events were non-detect in November 2014 and April and October
2015 indicating the June 2014 result was likely an anomaly. Although there is no MCL
or HRL for DRO, the presence of DRO may act as an early indicator of potential
petroleum impacts.
There remain a few parameters whose laboratory reporting limits are in excess of their
respective HRL and/or MCL. In 2015, these parameters included metals (beryllium),
VOCs (1,1,2-Trichloroethane, 1,2,3-Trichloropropane, 1,2,4-Trichlorobenzene, 1,2-
Dibromo-3-chloropropane, 1,2-Dibromomethane, 1,3-Dichloro-1-propene,cis, 1,3-
Dichloro-1-propene,trans, Hexachlorobutadiene, Trichloroethylene, and Vinyl chloride),
and pesticides (Dieldrin, Heptachlor epoxide, and Toxaphene). Some of the laboratory
reporting limits may not be able to meet the HRLs/MCLs due to insufficient
technological advances to attain such low detection limits. As indicated in Appendix A
of the annual report, the City approved to continue analyzing groundwater samples by
approved EPA Methods even though laboratory reporting limits for select compounds
may be greater than its respective HRL and/or MCL.
City of Rosemount
January 24, 2016
6
Section 6.0 RECOMMENDATIONS
LBG concurs with AET’s recommendations to decrease the sampling frequency to annual
for pesticides, SVOCs, and glyphosate in 2016 and to continue with semi-annual
sampling for the other parameters specified in the WMP. LBG recommends the 2016
groundwater monitoring and sampling program follow the schedule presented on Table 4
in the 2015 annual monitoring report.
Please contact us if you should have questions or concerns regarding the above assessment.
S:\Tech\WSB - UMore Rosemount\UMore LBG Update 2016-02-19\2016-02-24 1430 Memo to the City AET 2015 Annual Report Review-Final.docx
www.amengtest.com
CONSULTANTS
ENVIRONMENTAL
GEOTECHNICAL
MATERIALS
FORENSICS
2015 ANNUAL MONITORING REPORT
UMore Mining Area
Sections 33, 28, and 34, Township 115, Range 19W
Rosemount, Minnesota
AET Project No. 03-05081
Date:
January 29, 2016
Prepared for:
Dakota Aggregates, LLC
2025 Centre Pointe Blvd, Suite 300
Mendota Heights, MN 55120
550 Cleveland Avenue North St. Paul, MN 55114
Phone 651-659-9001 Toll Free 800-972-6364 Fax 651-659-1379 www.amengtest.com AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
ENVIRONMENTAL
GEOTECHNICAL
MATERIALS
FORENSICS
January 29, 2016
Mr. Patrick A. Bergin, PE
Dakota Aggregates, LLC
2025 Centre Pointe Blvd, Suite 300
Mendota Heights, MN 55120
RE: 2015 Annual Monitoring Report
Sections 33, 28, and 34, Township 115, Range 19W
Rosemount, Minnesota
AET Project No. 03-05081
Dear Mr. Bergin:
American Engineering Testing, Inc. (AET) has prepared this report for the above-referenced project
in Rosemount, Minnesota. This report presents the results of the monthly groundwater monitoring
and quarterly groundwater sampling that AET conducted at the Umore Mining Area for Dakota
Aggregates, LLC in 2015.
In summary, AET has collected twelve sets of groundwater elevations and two sets (semi-annual) of
water chemistry field measurements, including specific conductance, pH, temperature, redox
potential, and turbidity. We have also collected semi-annual groundwater samples that were
analyzed for parameters specified in the Hydrogeologic Study and Water Monitoring Plan (WMP)
prepared by Barr in September 2012. Based on our findings, we recommend decreasing the
frequency to annual sampling for pesticides, semi-volatile organic compounds, and glyphosate in
2016, and continuing with semi-annual sampling for the other parameters specified in the WMP. We
appreciate the opportunity to assist you on this project. If you have questions regarding the
information in this report, please contact me.
Sincerely,
American Engineering Testing, Inc.
Jake T. Dalbec, PG
Geologist
Phone: (651) 603-6624
Email: jdalbec@amengtest.com
Enclosures
cc: Mr. Pat Mason, Dakota Aggregates, LLC cc: Mr. Kyle Klatt, City of Rosemount
cc: Mr. Stacey Hannover, Dakota Aggregates, LLC cc: Ms. Janet Dalgleish, University of Minnesota
cc: Mr. Mark Setterstrom, Dakota Aggregates, LLC cc: Mr. Jon Dostal, University of Minnesota
cc: Ms. Kim Lindquist, City of Rosemount
2015 ANNUAL MONITORING REPORT
UMore Mining Area
Rosemount, Minnesota
AET Project No. 03-05081
January 29, 2016
Copyright 2016 American Engineering Testing, Inc.
All Rights Reserved
Unauthorized use or copying of this document is strictly prohibited by anyone other than the client for the specific project.
Prepared for: Prepared by:
Dakota Aggregates, LLC American Engineering Testing, Inc.
2025 Centre Pointe Blvd, Suite 300 550 Cleveland Avenue North
Mendota Heights, MN 55120 St. Paul, MN 55114
(651) 659-9001/www.amengtest.com
Attn: Mr. Patrick A. Bergin, PE
Report Authored By: Report Authored By:
Jake T. Dalbec, PG Allan A. Kestler, EIT
Geologist Environmental Engineer
Report Reviewed By:
Gail A. Cederberg, Ph.D
Principal Engineer
Environmental Services Group
TABLE OF CONTENTS
2015 ANNUAL MONITORING REPORT
UMore Mining Area
Rosemount, Minnesota
AET Project No. 03-05081
January 29, 2016
1.0 INTRODUCTION..................................................................................................................... 1
2.0 PROJECT DESCRIPTION ....................................................................................................... 1
3.0 SCOPE OF SERVICES ............................................................................................................ 2
4.0 GROUNDWATER MONITORING RESULTS ...................................................................... 4
4.1 Water Level Elevations ....................................................................................................... 4
4.2 General Chemistry Parameters for 2015 ............................................................................. 5
4.3 Microbiological ................................................................................................................... 5
4.4 Metals .................................................................................................................................. 6
4.5 SVOCs ................................................................................................................................ 6
4.6 VOCs................................................................................................................................... 6
4.7 Pesticides............................................................................................................................. 7
4.8 DRO .................................................................................................................................... 7
5.0 DISCUSSION ........................................................................................................................... 7
6.0 RECOMMENDATIONS .......................................................................................................... 9
7.0 STANDARD OF CARE ........................................................................................................... 9
TABLES
1. Monitoring Device Completion Information
2. Groundwater Elevations
3. 2015 Analytical Groundwater Data
4. 2016 Groundwater Monitoring and Sampling Schedule
FIGURES
1. Site Location Map
2. Site Map
3a. Inferred Groundwater Flow Map (4/17/15 Shallow Monitoring Wells)
3b. Inferred Groundwater Flow Map (10/26/15 Shallow Monitoring Wells)
4a. Inferred Groundwater Flow Map (4/17/15 Deep Monitoring Wells)
4b. Inferred Groundwater Flow Map (10/26/15 Deep Monitoring Wells)
5. Monitoring Well Hydrographs
6. Nitrate Concentrations in Groundwater
7. Cyanide Concentrations in Groundwater
8. Total Coliform Concentrations in Groundwater
9. Freon® Concentrations in Groundwater
10. DRO Concentrations in Groundwater
TABLE OF CONTENTS
2015 ANNUAL MONITORING REPORT
UMore Mining Area
Rosemount, Minnesota
AET Project No. 03-05081
January 29, 2016
APPENDICES
A. WMP Updates
B. Methods and Procedures
C. Laboratory Analytical Reports
D. MN DNR Water Level Data
E. City of Rosemount Well 767876 Data
F. References
2015 ANNUAL MONITORING REPORT
UMore Mining Area
Rosemount, Minnesota
AET Project No. 03-05081
January 29, 2016
1.0 INTRODUCTION
Dakota Aggregates, LLC obtained a mining extraction permit from the City of Rosemount for an
aggregate mine in Rosemount, Minnesota. As part of the permitting process, Barr Engineering Co.
(Barr) prepared the “Hydrogeologic Study and Water Monitoring Plan” (WMP) dated September 2009
for Dakota Aggregates, LLC. The WMP outlines procedures to collect data on selected groundwater
chemistry and flow characteristics as they may relate to the local baseline groundwater chemistry,
mining and ancillary use facility (AUF) operations, and timely detection of various potential
contaminants before they may reach future City of Rosemount water supply wells. The nearest City
of Rosemount water supply well is proposed to be 1,900 feet northeast and downgradient from the
mining area.
The purpose of this report is to present the monitoring results from January 2015 to December 2015, in
accordance with the reporting requirements stipulated in the WMP and subsequent updates (see
Appendix A). In this report, we present the results from twelve sets of groundwater elevations, two
sets of water chemistry field measurements, and two sets of groundwater samples that were analyzed
for parameters specified in the WMP.
2.0 PROJECT DESCRIPTION
The AUF and relevant portions of the UMore Mining Area (UMA) located within the City of
Rosemount are hereafter collectively referred to as the Site. The Site is located in Section 33 and
portions of 28 and 34, Township 115, Range 19W, Dakota County, Minnesota, and comprises
approximately 946 acres in the northwestern corner of UMore Park (Figure 1).
Approximately 20 to 180 feet of unconsolidated glacial deposits primarily consisting of sand, gravel,
and till overly an erosional bedrock surface (Barr, 2012). Sand and gravel will be extracted from the
surface of the majority of the Site. There will be both wet and dry mining phases and the wet mining
phases will result in a groundwater lake approximately 132 acres in surface area. For further
information regarding the background, setting, Site history, and previous investigations, proposed
mining activities, and hydrogeologic setting, please refer to the WMP.
Six monitoring wells have been installed on the Site by Barr and AET to date in accordance with the
WMP and requests by the City of Rosemount (see Figure 2). The six monitoring wells (RMW-3S,
RMW-3D, RMW-4S, RMW-4D, RMW-5S, and RMW-5D) were installed as nested wells where “S”
Dakota Aggregates, LLC 2015 Annual Monitoring Report
UMore Mining Area Page 2 of 9
AET Project No. 03-05081 January 29, 2016
wells indicate a screened interval in the shallow outwash aquifer and “D” wells indicate a screened
interval in the deep outwash aquifer. An existing monitoring well, MW-B1-001, was installed prior
to completion of the WMP and was incorporated into the WMP for the initial stages of groundwater
monitoring. Monitoring well completion information is included in Table 1.
3.0 SCOPE OF SERVICES
For this reporting period AET provided the following services.
Groundwater Elevation Monitoring
• Conducted monthly manual measurements of groundwater elevation in MW-B1-001, RMW-
3S, RMW-3D, RMW-4S, RMW-4D, RMW-5S, RMW-5D, in addition to the Production
Well as specified in Minnesota Department of Natural Resources (MN DNR) Appropriations
Permit 2014-0244.
• Downloaded TROLL data from RMW-4S and RMW-5s concurrently with each monthly
manual groundwater elevation measurement event, tracked TROLL data in a spreadsheet,
and processed the TROLL data.
• Obtained TROLL data from the City of Rosemount observation well (Minnesota Unique
Well No. 767876) located in UMore Park located east of the Beef Farm near the City of
Rosemount ball fields.
Groundwater Quality Monitoring – First Semiannual Sampling Event
One field duplicate sample and one equipment blank sample were collected during the April 2015
groundwater sampling event for quality control. Additionally, field parameters including specific
conductance, pH, temperature, redox potential, and turbidity were measured while purging and/or
upon sampling each monitoring well. In accordance with the requested scope of services and the
updated WMP, AET collected groundwater samples for laboratory analysis of the following
parameters:
• Routine sampling of MW-B1-001, RMW-3D, RMW-4D, RMW-4S, RMW-5S, and RMW-
5D (RMW-3S was dry and therefore not sampled) which included laboratory analysis of:
o Glyphosate
o Total coliform
o Organochlorine pesticides, Minnesota Department of Agriculture (MDA) List 1
pesticides, MDA List 2 pesticides (collectively referred to as “pesticides”)
Dakota Aggregates, LLC 2015 Annual Monitoring Report
UMore Mining Area Page 3 of 9
AET Project No. 03-05081 January 29, 2016
o Total phosphorus, total cyanide, bicarbonate as CACO3, carbonate as CO3, chloride,
nitrate + nitrite as N, sulfate, total dissolved solids TDS (collectively referred to as
“general chemistry”)
o Dissolved arsenic, dissolved beryllium, dissolved calcium, dissolved copper, dissolved
iron, dissolved lead, dissolved magnesium, dissolved mercury, dissolved potassium,
dissolved sodium, dissolved thallium (collectively referred to as “metals”)
o Volatile organic compounds (VOCs)
o Diesel range organics (DRO)
o Semi-volatile organic compounds (SVOCs) with target compounds of 2,4-dinitrotoluene
and 2,6-dinitrotoluene
Groundwater Quality Monitoring – Second Semiannual Sampling Event
One field duplicate sample and one equipment blank sample were collected during the October 2015
groundwater sampling event for quality control. Additionally, field parameters including specific
conductance, pH, temperature, redox potential, and turbidity were measured while purging and/or
upon sampling each monitoring well. In accordance with the scope of services and the updated
WMP, AET collected groundwater samples for laboratory analysis of the following parameters:
• Routine sampling of MW-B1-001, RMW-3D, RMW-4D, RMW-4S, RMW-5S, and RMW-
5D (RMW-3S was sealed on May 21, 2015) which included laboratory analysis of:
o Total coliform
o General chemistry
o Pesticides (minus MDA List 2 Pesticides as recommended in the 2013-2014 Annual
Monitoring Report)
o Metals
o VOCs
o DRO
Reporting
For reporting services, AET:
• Reported quarterly TROLL and hand-measured water level elevation data to the Minnesota
Department of Natural Resources (MNDNR) quarterly in spreadsheet format as required by
Dakota Aggregates’ Water Appropriations Permit No. 2014-0244.
Dakota Aggregates, LLC 2015 Annual Monitoring Report
UMore Mining Area Page 4 of 9
AET Project No. 03-05081 January 29, 2016
• Transferred data including electronic data deliverables (EDDs), laboratory reports, and water
level elevations to the Client and others upon request of the Client.
• Prepared the letter, “Proposed Updates to the Hydrogeologic Study and Water Monitoring
Plan and Laboratory Reporting Limits Rationale,” dated April 13, 2015.
• Prepared this annual report summarizing data collected from the sampling events and
monthly water level measurements.
The general methods and procedures followed by AET during the course of this project are
summarized in Appendix B. These methods and procedures are in general conformance to the
methods and procedures outlined in the WMP. Significant deviations, if any, from the standard
methods as presented are discussed within the text of this report.
4.0 GROUNDWATER MONITORING RESULTS
The groundwater sampling events for this period were conducted in April 2015 and October 2015.
The groundwater monitoring elements included water levels, general chemistry parameters, and the
other analytical parameters specified in the scope above. Barr conducted the groundwater sampling
through the March 2014 event. AET has conducted all sampling events since March 2014. Water
level elevations are provided in Table 2. The analytical chemistry data from 2015 is included in
Table 3 and the laboratory analytical reports from each of the groundwater monitoring events from
2015 are included in Appendix C.
4.1 Water Level Elevations
Water level elevations are shown on Figures 3A, 3B, 4A, and 4B. Figures 3A and 3B show
groundwater contours for the shallow monitoring wells (MW-B1-001, RMW-4S, RMW-5S) and
Figures 4A and 4B show groundwater contours for deep monitoring wells ( RMW-3D, RMW-4D,
and RMW-5D). Groundwater contours for the shallow and deep monitoring wells were depicted
separately because of a confining glacial till layer that exists between each independently screened
interval at the nested well locations.
The groundwater levels in the wells on the dates of monitoring in 2015 ranged from elevation 882.89
to 891.72 as shown on Figure 5. The higher groundwater elevations continue to be in monitoring
well cluster RMW-5 whereas the lower groundwater elevations have been in RMW-3D. The
hydraulic gradient was measured to be 0.002 to 0.003 foot per foot from the contour maps.
Dakota Aggregates, LLC 2015 Annual Monitoring Report
UMore Mining Area Page 5 of 9
AET Project No. 03-05081 January 29, 2016
4.2 General Chemistry Parameters for 2015
The general chemistry parameters were either measured in the field or measured in a laboratory. The
general chemistry parameters above reporting limits for the sampled monitoring wells were
statistically analyzed and a summary is presented in the following table:
2015 Groundwater General Chemistry Parameter Statistics
Parameter Average Minimum Maximum Standard
Deviation
Dissolved oxygen 11.57 mg/L 7.19 mg/l 18.96 mg/l 4.41 mg/l
pH 7.22 6.08 8.15 0.44
Redox (oxidation
potential) 58.47 mV 4.80 mV 136.60 mV 40.11 mV
Specific Conductance @
25 °C
682.21
µmhos/cm
535.00
µmhos/cm
956.00
µmhos/cm
115.82
µmhos/com
Temperature 10.95 °C 9.89 °C 13.55 °C 1.07 °C
Turbidity 10.95 NTU 0.50 NTU 30.30 NTU 7.81 NTU
Alkalinity, bicarbonate, as
CaCO3 263.29 mg/l 219.00 mg/l 312.00 mg/l 32.67 mg/l
Chloride 28.77 mg/l 2.40 mg/l 91.30 mg/l 20.54 mg/l
Cyanide 20.08 µg/l 11.30 µg/l 38.70 µg/l 12.55 ug/l
Nitrate + Nitrite, as N 8.51 mg/l 2.40 mg/l 17.30 mg/l 5.09 mg/l
Nitrogen, Nitrate as N -- -- -- --
Phosphorus, total, as P -- -- -- --
Solids, total dissolved 373.07 mg/l 27.00 mg/l 526.00 mg/l 110.98 mg/l
Sulfate, as SO4 23.79 mg/l 10.90 mg/l 42.40 mg/l 9.50 mg/l
-- = parameter not analyzed or not detected above laboratory reporting limits
mg/l = milligrams per liter
µg/l = micrograms per liter
mV = millivolts
C = centigrade
NTU = nephelometric turbidity unit
µmhos/cm = micro siemens per centimeter
Figure 6 depicts nitrate concentrations and Figure 7 depicts cyanide concentrations measured in the
groundwater samples collected from the Site over time.
4.3 Microbiological
Total coliforms were only detected in RMW-5S during the past monitoring period as shown in the
following table:
Dakota Aggregates, LLC 2015 Annual Monitoring Report
UMore Mining Area Page 6 of 9
AET Project No. 03-05081 January 29, 2016
Summary of 2015 Total Coliforms Results
Well Location/Date Apr-15 Oct-15
MW-B1-001 <1 cfu/100 ml <1 cfu/100 ml
RMW-3D <1 cfu/100 ml <1 cfu/100 ml
RMW-4S <1 cfu/100 ml <1 cfu/100 ml
RMW-4D <1 cfu/100 ml <1 cfu/100 ml
RMW-5S >1 cfu/100 ml 21 cfu/100 ml
RMW-5D <1 cfu/100 ml <1 cfu/100 ml
Equip Blank <1 cfu/100 ml <1 cfu/100 ml
< = less than laboratory reporting limit
Bold = detection above laboratory reporting limits
mpn = most probable number
cfu = colony forming unit
ml = milliliter
Figure 8 depicts total coliform concentrations measured in the groundwater samples collected from
the Site over time.
4.4 Metals
Calcium, magnesium, potassium, and sodium were the only metals detected above laboratory
reporting limits in the groundwater samples collected over this last sampling period.
4.5 SVOCs
No SVOCs were detected above laboratory reporting limits during the April sampling event. The
herbicide glyphosate (Roundup®) also was not detected above laboratory reporting limits.
4.6 VOCs
Only one VOC, dichlorodifluoromethane (CFC-12 or Freon®), continued to be detected above
laboratory reporting limits during 2015. Freon® was detected at low concentrations in both
sampling events at RMW-3D in 2015 as shown in the following table:
Summary of 2015 Dichlorodifluoromethane Results
Well Location/Date Apr-15 Sep-13
MW-B1-001 <1.0 µg/l <1.0 µg/l
RMW-3D 2.3 µg/l 2.0 µg/l
RMW-4S <1.0 µg/l <1.0 µg/l
RMW-4D <1.0 µg/l <1.0 µg/l
RMW-5S <1.0 µg/l <1.0 µg/l
RMW-5D <1.0 µg/l <1.0 µg/l
Equip Blank <1.0 µg/l <1.0 µg/l
< = less than laboratory reporting limit
Bold = detection above laboratory reporting limits
µg/l = micrograms per liter
Dakota Aggregates, LLC 2015 Annual Monitoring Report
UMore Mining Area Page 7 of 9
AET Project No. 03-05081 January 29, 2016
Figure 9 depicts Freon® concentrations measured in the groundwater samples collected from the
Site over time.
4.7 Pesticides
No pesticides were detected above laboratory reporting limits in samples collected from the
monitoring wells 2015.
4.8 DRO
No DRO was detected above laboratory reporting limits in samples collected from the monitoring
wells in 2015. Figure 10 depicts DRO concentrations measured in the groundwater samples
collected from the Site over time.
5.0 DISCUSSION
The continuous water level monitoring data from RMW-4S and RMW-5S and the manually
measured Production Well water level data submitted to the MN DNR are included in Appendix D.
The groundwater elevations in the shallow and deep monitoring wells are consistent with a regional
groundwater flow direction to the northeast also discussed in the WMP.
The City of Rosemount provided AET with continuous water level observation data downloaded
from Minnesota Unique Well No. 767876 located east of the Beef Farm near City of Rosemount ball
fields in 2015. Going forward, water level data from well 767876 will be gathered instead of water
level data from well 208404 per the City of Rosemount. The well record and water level data for
well 767876 is included in Appendix E.
Monitoring well RMW-3S was sealed on May 21, 2015. The sealing of RMW-3S was proposed in a
letter prepared by AET titled “Proposed Updates to the Hydrogeologic Study and Water Monitoring
Plan and Laboratory Reporting Limits Rationale,” and dated April 13, 2015. Removal of RMW-3S
from the monitoring and sampling program was recommended due to its lack of continuous
hydraulic connection with the local unconfined aquifer and the frequent absence of groundwater
within the well. The City of Rosemount approved removal of RMW-3S from the monitoring and
sampling program and the other proposed updates via an email dated April 23, 2015 (Appendix A).
The general chemistry parameters appear to be consistent with typical concentrations for
groundwater within unconsolidated glacial deposits, except for what appear to be random detections
of cyanide, spikes in turbidity, and consistent low levels of nitrate + nitrite as nitrogen. Spikes in
turbidity may be attributed to silting and/or rusting of the well screens. Condensation or solids on
the outside of the turbidity sample vials may bias turbidity sample results high. The groundwater
samples for the October 2015 sampling event were described as clear and colorless on the field logs,
Dakota Aggregates, LLC 2015 Annual Monitoring Report
UMore Mining Area Page 8 of 9
AET Project No. 03-05081 January 29, 2016
so one would not expect to see higher turbidity results during the October 2015 sampling event. The
low levels of nitrate+nitrite as nitrogen detected within each well during most of the sampling events
may be attributed to surrounding agricultural activities including the use of fertilizers.
There were a number of cyanide detections above laboratory reporting limits in the samples collected
from the April 2015 event. One of these samples included the Equipment Blank which prompted
further investigation into our sampling equipment. AET’s deionized water tap and a typical
decontamination bucket used for field decontamination were investigated as potential cyanide
sources. One sample was collected directly from the deionized water tap and another was collected
from a new 5-gallon bucket filled with deionized water. No cyanide was detected in either sample
(see Pace’s analytical laboratory report dated June 5, 2015, in Appendix C). Both the deionized
water tap and 5-gallon bucket were ruled out as potential sources for cyanide. Cyanide was not
detected above laboratory reporting limits in any of the October 2015 samples collected from the
Site. Therefore, the cyanide detections measured in April 2015 may be attributed to cross-
contamination in the laboratory or from the rental groundwater sampling pump.
Total coliforms were only detected in RMW-5S in 2015. It is possible that total coliform may result
from manure spreading and other agriculture activities on and around the Site; however, it is unlikely
these contaminants migrate easily from the ground surface to the groundwater table over 50 feet
below the ground surface (bgs). It is more likely that the presence of total coliform may be a cross
contaminant. RMW-5S was the first well sample to be sampled during each of the 2015 sampling
events. Use of additional disinfection measures, such as enhanced bleach solution concentrations to
clean groundwater sampling pumps prior to sampling the first well of an event, may further mitigate
any potential total coliform cross contamination from prior pump usage.
DRO detections above laboratory reporting limits measured prior to 2015 appear to be anomalous as
DRO was not detected in the monitoring well samples from 2015.
The October 2015 sampling event marks the fifth sampling event in a row where Freon® has been
detected above laboratory reporting limits in monitoring well RMW-3D. Although the Freon®
concentrations appear to be very low, its detection in monitoring well RMW-3D has become
consistent over time. Detections of Freon® on the Site prior to 2015 have appeared in both the
shallow and deep monitoring wells, including monitoring RMW-5D which is located furthest up
groundwater flow gradient on the Site possibly suggesting an off-site source or regional prevalence.
There are no known sources of Freon® being used for the mining operations on the Site.
No other contaminant trends are apparent from the groundwater chemistry data collected thus far.
Many of the other appear to be sporadic in their occurrence. The metals concentrations measured in
Dakota Aggregates, LLC 2015 Annual Monitoring Report
UMore Mining Area Page 9 of 9
AET Project No. 03-05081 January 29, 2016
the groundwater samples appear to be consistent with typical background concentrations for metals
within groundwater found in unconsolidated glacial sediments. Additional trends, if any, may
become more apparent as WMP implementation continues and more groundwater data is collected.
6.0 RECOMMENDATIONS
Based on the results from 2015 groundwater sampling and monitoring, we recommend decreasing
the sampling frequency to annual sampling for pesticides, SVOCs, and glyphosate in 2016; these
compounds were not detected above laboratory reporting limits in 2015. We recommend continuing
with semi-annual sampling for the other parameters specified in the WMP. The suggested decrease
in sampling parameter frequency is in accordance with Section 5.1.5 of the WMP.
Table 4 summarizes the 2016 Groundwater Monitoring and Sampling Schedule. Other than the
changes specified above, we recommend continuing monitoring and sampling in 2016 in accordance
with the WMP and its subsequent updates approved for this project. We recommend that the next
annual report encompassing the 2016 groundwater sampling and monitoring results be submitted to
the Client, the City of Rosemount, and the University of Minnesota by February 1, 2017.
7.0 STANDARD OF CARE
The data derived through this monitoring program have been used to develop our opinions about the
subsurface conditions at this site. Monitoring data represents point-in-time information for a specific
location and variations are to be expected between monitoring locations as well as normal seasonal
and yearly changes. The scope of services for this project was based on the parameters established in
the WMP and its subsequent updates.
AET has endeavored to perform its services for this project in a manner consistent with the level of
skill and care ordinarily exercised by other members of the profession currently practicing in this
area and under similar conditions. Other than this, no warranty, express or implied, is made. AET is
available upon request to explore and review differing site conditions identified during the operations
of the mine.
AET Project No. 03-05081
Tables
Table 1 - Monitoring Device Completion Information
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
Page 1 of 1
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X:\03-ENV\Projects\03-05001-05200\03-05081 UMore Groundwater\Report\AMRs\2015 AMR\Tables\Source
Docs\03-05081 UMore GW Table 1
**RMW-3S 786792 4/10/2013 948.68 951.06 889.2 899.2-889.2 59.5
RMW-3D 786793 4/9/2013 948.76 951.19 804.8 814.8-804.8 144.0
RMW-4S 780925 8/9/2013 943.85 946.23 870.9 890.9-870.9 73.0
RMW-4D 786794 4/11/2013 944.10 *946.64 791.1 806.1-791.1 153.0
RMW-5S 786795 4/15/2013 954.77 957.30 867.8 887.8-867.8 87.0
RMW-5D 786796 4/15/2013 954.86 957.48 833.9 843.9-833.9 121.0
MW-B1-001 769496 1/8/2009 948.00 949.29 877.0 887.0-877.0 71.0
Production Well 795453 8/19/2013 947.35 948.89 647.4 819.4-647.4
(open hole)300.0
Top of
Riser
Elevation
(feet MSL)
Bottom of
Screen
Elevation
(feet MSL)
Screen/Staff
Interval (Elev. -
Elev.)
Total Well
Depth from
Surface (feet)
Monitoring Well ID
Number
Minnesota
Unique ID
Number
Date Installed
Ground
Surface
Elevation
2. Bottom of Screen, Screen Interval, and Total Depth are rounded to the nearest tenth of a foot.
3. * Top of Riser Elevation listed for RMW-4D represents the current Top of Riser Elevation; former Top of Riser Elevation for RMW-
4D was 950.48 feet MSL from the date of installation until August 2013 when the well was shortened by approximately 3.8 feet
according to Leggette, Brashears & Graham, Inc.
4. ** RMW-3S sealed and removed from the monitoring program on May 21, 2015.
Notes:
1. Elevations provided by James R. Hill, Inc.
Table 2 - Groundwater Elevations
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
Notes:
* - TOR elevation originally 950.48
DRY - No Water present in well
MSL - Mean Sea Level
NM - Not measured
Not Attainable - Well under maintenance
SEALED - Well sealed/removed from program
TOR - Top of riser elevation
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TOR = 951.06 TOR = 951.19 TOR = 946.23 TOR = 946.64 TOR = 957.30 TOR = 957.48 TOR = 949.29 TOR = 948.89
Depth to
Water
(feet)
Groundwater
Elevation
(feet MSL)
Depth to
Water
(feet)
Groundwater
Elevation
(feet MSL)
Depth to
Water
(feet)
Groundwater
Elevation
(feet MSL)
Depth to
Water
(feet)
Groundwater
Elevation
(feet MSL)
Depth to
Water
(feet)
Groundwater
Elevation
(feet MSL)
Depth to
Water
(feet)
Groundwater
Elevation
(feet MSL)
Depth to
Water
(feet)
Groundwater
Elevation
(feet MSL)
Depth to
Water
(feet)
Groundwater
Elevation
(feet MSL)
4/11/2013 59.97 891.09 NM NM NM NM NM NM NM NM NM NM NM NM NM NM
4/16/2013 60.63 890.43 NM NM NM NM NM NM NM NM NM NM NM NM NM NM
4/16/2013 60.65 890.41 NM NM NM NM NM NM NM NM NM NM NM NM NM NM
4/24/2013 61.10 889.96 69.23 881.96 NM NM NM NM NM NM 68.51 888.97 NM NM NM NM
4/25/2013 NM NM NM NM NM NM 66.53*883.95*68.29 889.01 NM NM NM NM NM NM
6/24/2013 61.74 889.32 69.12 882.07 NM NM 66.34*884.14*68.00 889.30 68.22 889.26 NM NM NM NM
8/9/2013 NM NM NM NM 62.5 883.73 NM NM NM NM NM NM NM NM NM NM
8/14/2013 NM NM NM NM 62.62 883.61 NM NM NM NM NM NM NM NM NM NM
9/23/2013 NM NM NM NM NM NM NM NM 68.22 889.08 68.35 889.13 NM NM NM NM
9/24/2013 NM NM NM NM 62.37 883.86 62.37 884.27 NM NM NM NM 63.86 885.43 NM NM
9/25/2013 DRY DRY 68.86 882.33 NM NM NM NM NM NM NM NM NM NM NM NM
11/11/2013 NM NM NM NM NM NM NM NM 68.13 889.17 68.39 889.09 63.90 885.39 NM NM
11/12/2013 DRY DRY 68.94 882.25 62.48 883.75 62.18 884.46 NM NM NM NM NM NM NM NM
3/26/2014 62.03 889.03 69.20 881.99 62.75 883.48 62.54 884.10 68.48 888.82 68.65 888.83 64.11 885.18 NM NM
5/21/2014 61.66 889.40 68.70 882.49 61.79 884.44 62.11 884.53 67.50 889.80 67.73 889.75 63.65 885.64 NM NM
6/17/2014 61.30 889.76 68.15 883.04 61.26 884.97 61.57 885.07 66.98 890.32 67.20 890.28 63.21 886.08 NM NM
6/18/2014 NM NM NM NM NM NM NM NM NM NM NM NM NM NM 62.10 886.79
7/17/2014 59.98 891.08 67.22 883.97 60.32 885.91 60.41 886.23 65.96 891.34 66.17 891.31 62.06 887.23 63.63 885.26
8/21/2014 61.08 889.98 66.41 884.78 59.59 886.64 59.60 887.04 65.58 891.72 65.82 891.66 61.82 887.47 60.58 888.31
9/25/2014 61.72 889.34 66.21 884.98 59.50 886.73 59.45 887.19 65.35 891.95 65.54 891.94 61.82 887.47 60.30 888.59
10/22/2014 61.58 889.48 66.15 885.04 59.53 886.70 59.44 887.20 65.30 892.00 65.50 891.98 61.79 887.50 60.28 888.61
11/12/2014 DRY DRY 66.01 885.18 59.32 886.91 59.25 887.39 65.19 892.11 65.40 892.08 61.70 887.59 60.07 888.82
12/11/2014 DRY DRY 66.09 885.10 59.54 886.69 59.41 887.23 65.41 891.89 65.58 891.90 61.84 887.45 Not Attainable Not Attainable
1/12/2015 DRY DRY 66.31 884.88 59.76 886.47 59.63 887.01 65.58 891.72 65.76 891.72 62.00 887.29 60.50 888.39
2/16/2015 DRY DRY 66.35 884.84 59.88 886.35 59.74 886.90 65.76 891.54 65.96 891.52 62.05 887.24 60.63 888.26
3/9/2015 DRY DRY 66.58 884.61 60.10 886.13 59.96 886.68 66.01 891.29 66.19 891.29 62.25 887.04 60.86 888.03
3/23/2015 NM NM NM NM 60.21 886.02 NM NM 66.08 891.22 NM NM NM NM NM NM
4/16/2015 DRY DRY 66.95 884.24 60.40 885.83 60.41 886.23 66.14 891.16 66.35 891.13 62.34 886.95 61.65 887.24
4/17/2015 DRY DRY 66.95 884.24 60.37 885.86 60.56 886.08 66.16 891.14 66.35 891.13 62.34 886.95 NM NM
5/22/2015 SEALED SEALED 67.26 883.93 60.74 885.49 60.62 886.02 66.60 890.70 66.78 890.70 62.68 886.61 61.57 887.32
6/18/2015 SEALED SEALED 68.30 882.89 61.68 884.55 61.70 884.94 67.70 889.60 67.90 889.58 63.70 885.59 62.60 886.29
7/17/2015 SEALED SEALED 68.28 882.91 61.57 884.66 61.62 885.02 66.48 890.82 66.70 890.78 62.84 886.45 63.48 885.41
8/13/2015 SEALED SEALED 67.42 883.77 60.70 885.53 61.52 885.12 66.76 890.54 66.96 890.52 63.57 885.72 61.96 886.93
8/21/2015 SEALED SEALED NM NM 60.61 885.62 NM NM 66.74 890.56 NM NM NM NM NM NM
9/17/2015 SEALED SEALED 67.29 883.90 60.70 885.53 60.63 886.01 66.77 890.53 66.96 890.52 62.82 886.47 61.60 887.29
10/22/2015 SEALED SEALED 67.43 883.76 60.74 885.49 60.90 885.74 66.52 890.78 66.76 890.72 62.70 886.59 61.59 887.30
10/26/2015 SEALED SEALED 67.32 883.87 60.71 885.52 60.56 886.08 66.51 890.79 66.74 890.74 62.72 886.57 NM NM
11/11/2015 SEALED SEALED 67.44 883.75 60.82 885.41 60.73 885.91 66.50 890.80 66.70 890.78 62.73 886.56 61.61 887.28
12/9/2015 SEALED SEALED 67.20 883.99 60.61 885.62 60.51 886.13 66.22 891.08 66.40 891.08 62.61 886.68 61.40 887.49
Production Well (795453)
Measurement
Date
MW-B1-001 (769496)RMW-3S (786792)RMW-3D (786793)RMW-4S (780925)RMW-4D (786794)RMW-5S (786795)RMW-5D (786796)
Table 3 - Analytical Groundwater Data
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
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RMW-4S RMW-4D RMW-4D Equip. Blank RMW-3D RMW-5S RMW-5D MW-B1-001
4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015
N N FD N N N N N
Parameter Total or
Dissolved
Analysis
Location Units
EPA Water
Maximum
Contaminant Level
MDH Human Health-
Based Water Guidance
Level
Effective Date 05/01/2009 2/6/2014
Exceedance Key Bold Bold and Underline
General Parameters
Dissolved oxygen NA Field mg/l 9.82 7.90 7.90 --8.96 7.50 7.19 9.44
pH NA Field --6.78 7.23 7.23 --7.28 7.20 7.19 7.30
Redox (oxidation potential)NA Field mV 136.60 96.50 96.50 --65.70 83.70 69.10 95.50
Specific Conductance @ 25 °C NA Field umhos/cm 542.00 681.00 681.00 --649.00 738.00 956.00 617.00
Temperature NA Field deg C 13.55 10.76 10.76 --10.27 10.92 11.10 10.19
Turbidity NA Field NTU 5 TT 0.50 0.72 1.08 --0.85 1.02 3.18 0.51
Alkalinity, bicarbonate, as CaCO3 NA Lab mg/l 219 266 267 <5.0 261 292 307 243
Alkalinity, carbonate, as CaCO3 NA Lab mg/l <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Chloride NA Lab mg/l 23.1 26.2 24.8 2.4 23.6 33.7 91.3 16.3
Cyanide (total)NA Lab ug/l 200 ug/l (free)100 HRL93 ug/l (free)15.3 38.7 <10.0 15 <10.0 <10.0 <10.0 11.3
Nitrate + Nitrite, as N NA Lab mg/l 10 mg/l 3.9 12.3 12.9 <0.10 10 12 5 17.3
Nitrogen, Nitrate as N NA Lab mg/l 10 mg/l 10 HRLMCL mg/l ----------------
Nitrogen, Nitrite as N NA Lab mg/l 1 mg/l ----------------
Phosphorus, total, as P NA Lab mg/l <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050
Solids, total dissolved NA Lab mg/l 371 372 393 27 378 419 526 396
Sulfate, as SO4 NA Lab mg/l 30.3 24.4 24.7 <2.5 20.7 15.5 19.9 11.3
Microbiological
Bacteria, e. Coli NA Lab ---------->1 ----
Bacteria, total coliforms NA Lab (5)<1 <1 <1 <1 <1 >1 <1 <1
Metals
Arsenic Dissolved Lab ug/l 10 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Beryllium Dissolved Lab ug/l 4 ug/l 0.08 HRL93 ug/l <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20
Calcium Dissolved Lab ug/l 74400 86600 83600 101 83600 101000 72800 76000
Copper Dissolved Lab ug/l 1300 TT (7) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Iron Dissolved Lab ug/l <50.0 <50.0 <50.0 <50.0 <50.0 <50.0 <50.0 <50.0
Lead Dissolved Lab ug/l 15 TT (7) ug/l <0.10 <0.10 0.13 <0.10 <0.10 <0.10 <0.10 0.14
Magnesium Dissolved Lab ug/l 25100 32600 31500 24.4 30400 31900 9680 27700
Mercury Dissolved Lab ug/l 2 ug/l <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20
Potassium Dissolved Lab ug/l 1830 1830 1780 <50.0 1550 2350 2520 2310
Sodium Dissolved Lab ug/l 6030 6960 6800 <50.0 5570 10400 15400 5140
Thallium Dissolved Lab ug/l 2 ug/l 0.6 HRL94 ug/l <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10
SVOCs
2,4-Dinitrotoluene NA Lab ug/l <10.3 <10.6 <10.6 <11.5 <10.5 <10.4 <10.1 <10.6
2,6-Dinitrotoluene NA Lab ug/l <10.3 <10.6 <10.6 <11.5 <10.5 <10.4 <10.1 <10.6
Glyphosate (Roundup)NA Lab ug/l 700 ug/l <6.0 <6.0 <6.0 <6.0 <6.0 <6.0 <6.0 <6.0
cfu - colony forming unit NTU = nephelometric turbidity unit
FD - Sample Type: Field Duplicate ug/l = micrograms per liter
mg/l - milligrams per liter umhos/cm = micro siemens per centimeter
ml - milliliter
Bold - Detection above laboratory reporting limit.mV = millivolts
Bold - Concentration exceeds EPA Maxium Contaminant Level N -Sample Type: Normal
Bold and Underline - Concentration exceeds MDH Human Health-Based Water Guidance Level ND - Not detected
cfu/100 ml or
mpn/100ml
Data Footnotes and Qualifiers
NA - NA (not applicable) indicates that a fractional portion of the sample is not part of the analytical testing or field collection procedures.
-- - Not analyzed/not available.mpn = most probable number
Sample Event Apr-15 (AET)
Location
Date
Sample Type
Table 3 - Analytical Groundwater Data
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
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RMW-4S RMW-4D RMW-4D Equip. Blank RMW-3D RMW-5S RMW-5D MW-B1-001
4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015
N N FD N N N N N
Parameter Total or
Dissolved
Analysis
Location Units
EPA Water
Maximum
Contaminant Level
MDH Human Health-
Based Water Guidance
Level
Effective Date 05/01/2009 2/6/2014
Exceedance Key Bold Bold and Underline
Sample Event Apr-15 (AET)
Location
Date
Sample Type
VOCs
1,1,1,2-Tetrachloroethane NA Lab ug/l 70 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1,1-Trichloroethane NA Lab ug/l 200 ug/l 9000 HRL09 (1) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1,2,2-Tetrachloroethane NA Lab ug/l 2 HRL94 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1,2-Trichloroethane (TCE)NA Lab ug/l 5 ug/l 0.4 HRL15 (2) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1-Dichloro-1-propene NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1-Dichloroethane NA Lab ug/l 100 RAA09 (1) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1-Dichloroethylene NA Lab ug/l 7 ug/l 200 HRL11 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2,3-Trichlorobenzene NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2,3-Trichloropropane NA Lab ug/l 0.003 HRL13 (1) ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
1,2,4-Trichlorobenzene NA Lab ug/l 70 ug/l 4 HRL13 (1) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2,4-Trimethylbenzene NA Lab ug/l 100 RAA10 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2-Dibromo-3-chloropropane NA Lab ug/l 0.2 ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
1,2-Dibromoethane NA Lab ug/l 0.05 ug/l 0.004 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2-Dichlorobenzene NA Lab ug/l 600 ug/l 600 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2-Dichloroethane NA Lab ug/l 5 ug/l 1 HRL13 (1) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2-Dichloroethylene, cis NA Lab ug/l 70 ug/l 6 HBV14 (1) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2-Dichloroethylene, trans NA Lab ug/l 100 ug/l 40 HRL13 (1) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2-Dichloropropane NA Lab ug/l 5 ug/l 5 HRL94 ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
1,3,5-Trimethylbenzene NA Lab ug/l 100 HRL09 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,3-Dichloro-1-propene, cis NA Lab ug/l 2 DCP HRL94 ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
1,3-Dichloro-1-propene, trans NA Lab ug/l 2 DCP HRL94 ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
1,3-Dichlorobenzene NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,3-Dichloropropane NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,4-Dichlorobenzene NA Lab ug/l 75 ug/l 10 HRL94 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
2,2-Dichloropropane NA Lab ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
Acetone NA Lab ug/l 4000 HRL11 (1) ug/l <20.0 <20.0 <20.0 <20.0 <20.0 <20.0 <20.0 <20.0
Allyl Chloride NA Lab ug/l 30 HRL94 ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
Benzene NA Lab ug/l 5 ug/l 2 HRL09 (1) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Bromobenzene NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Bromochloromethane NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Bromodichloromethane NA Lab ug/l 80 (6) ug/l 6 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Bromoform NA Lab ug/l 80 (6) ug/l 40 HRL93 ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
Bromomethane NA Lab ug/l 10 HRL93 ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
Butyl benzene NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Butylbenzene, sec NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Butylbenzene, tert NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Carbon tetrachloride NA Lab ug/l 5 ug/l 1 HRL13 (1) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chlorobenzene NA Lab ug/l 100 ug/l 100 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chlorodibromomethane NA Lab ug/l 80 (6) ug/l 10 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chloroethane NA Lab ug/l ND RAA09 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chloroform NA Lab ug/l 80 (6) ug/l 30 HRL09 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chloromethane NA Lab ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
Chlorotoluene, o NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chlorotoluene, p NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Cumene (isopropyl benzene)NA Lab ug/l 300 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Cymene p- (Toluene isopropyl p-)NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Dibromomethane (methylene bromide)NA Lab ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
Dichlorodifluoromethane (CFC-12)NA Lab ug/l 700 HRL11 ug/l <1.0 <1.0 <1.0 <1.0 2.3 <1.0 <1.0 <1.0
Dichlorofluoromethane (CFC-21)NA Lab ug/l 30 HBV15 (2) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Ethyl benzene NA Lab ug/l 700 ug/l 50 HRL11 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Ethyl ether NA Lab ug/l 200 RAA10 (1) ug/l <10.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.0
Hexachlorobutadiene NA Lab ug/l 1 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Methyl ethyl ketone (2-Butanone or MEK)NA Lab ug/l 4000 HRL94 ug/l <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Methyl isobutyl ketone (4-Methyl-2-pentanone or MIBK)NA Lab ug/l 300 HRL94 ug/l <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Methyl tertiary butyl ether (MTBE)NA Lab ug/l 60 RAA13 (1) ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Methylene chloride NA Lab ug/l 5 ug/l 5 HRLMCL ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
Naphthalene NA Lab ug/l 70 HRL13 (1) ug/l <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0
Propylbenzene NA Lab ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Styrene NA Lab ug/l 100 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Tetrachloroethylene NA Lab ug/l 5 ug/l 4 HBV14 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Tetrahydrofuran NA Lab ug/l <10.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.0
Toluene NA Lab ug/l 1000 ug/l 200 HRL11 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Trichloroethylene NA Lab ug/l 5 ug/l 0.4 HBV13 ug/l <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40
Trichlorofluoromethane NA Lab ug/l 2000 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Trichlorotrifluoroethane (Freon 113)NA Lab ug/l 200000 HRL93 ug/l <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Vinyl chloride NA Lab ug/l 2 ug/l 0.2 HRL09 (1) ug/l <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40
Xylene, m & p NA Lab ug/l 300 XYL HRL11 (1) ug/l ----------------
Xylene, o NA Lab ug/l 300 XYL HRL11 (1) ug/l ----------------
Xylene, total NA Lab ug/l 10000 ug/l 300 XYL HRL11 (1) ug/l <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0
Bold and Underline - Concentration exceeds MDH Human Health-Based Water Guidance Level ND - Not detected
cfu - colony forming unit NTU = nephelometric turbidity unit
FD - Sample Type: Field Duplicate
mg/l - milligrams per liter umhos/cm = micro siemens per centimeter
ml - milliliter
ug/l = micrograms per liter
-- - Not analyzed/not available.mpn = most probable number
Bold - Detection above laboratory reporting limit.mV = millivolts
Bold - Concentration exceeds EPA Maxium Contaminant Level N -Sample Type: Normal
NA - NA (not applicable) indicates that a fractional portion of the sample is not part of the analytical testing or field collection procedures.
Data Footnotes and Qualifiers
Table 3 - Analytical Groundwater Data
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
Page 3 of 8
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RMW-4S RMW-4D RMW-4D Equip. Blank RMW-3D RMW-5S RMW-5D MW-B1-001
4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015 4/17/2015
N N FD N N N N N
Parameter Total or
Dissolved
Analysis
Location Units
EPA Water
Maximum
Contaminant Level
MDH Human Health-
Based Water Guidance
Level
Effective Date 05/01/2009 2/6/2014
Exceedance Key Bold Bold and Underline
Sample Event Apr-15 (AET)
Location
Date
Sample Type
Pesticides
2,4,5-TP (Silvex)NA Lab ug/l 50 ug/l 50 HRLMCL ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
2,4,5-Trichlorophenoxyacetic acid (2,4,5-T)NA Lab ug/l 70 HRL93 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
2,4-D NA Lab ug/l 70 ug/l 70 HRL93 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
2,4-DB NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
4,4'-DDD NA Lab ug/l 1 HRL93 ug/l <0.10 <0.11 <0.11 <0.12 <0.11 <0.10 <0.10 <0.11
4,4'-DDE NA Lab ug/l 1 HRL93 ug/l <0.10 <0.11 <0.11 <0.12 <0.11 <0.10 <0.10 <0.11
4,4'-DDT NA Lab ug/l 1 HRL93 ug/l <0.10 <0.11 <0.11 <0.12 <0.11 <0.10 <0.10 <0.11
a-BHC NA Lab ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
Acetochlor NA Lab ug/l 9 HRL09 (1) ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Alachlor (Lasso)NA Lab ug/l 2 ug/l 5 HRL09 (1) ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Aldrin NA Lab ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
Atrazine (Primatol)NA Lab ug/l 3 ug/l 3 HRLMCL ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
b-BHC NA Lab ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
Bentazone (Bentazon)NA Lab ug/l 30 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Chlordane (Technical)ug/l <0.51 <0.53 <0.54 <0.59 <0.54 <0.51 <0.51 <0.53
Chlordane, cis (alpha)NA Lab ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
Chlordane, trans (gamma)NA Lab ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
Chlorpyrifos (Lorsban)NA Lab ug/l 0.6 HBV13 (1) ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Cyanazine (Bladex)NA Lab ug/l 1 HRL09 (1) ug/l <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20
d-BHC NA Lab ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
Deisopropyl atrazine NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Desethylatrazine NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Dicamba NA Lab ug/l 200 HRL93 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Dieldrin NA Lab ug/l 0.006 HRL09 (1) ug/l <0.10 <0.11 <0.11 <0.12 <0.11 <0.10 <0.10 <0.11
Dimethenamid NA Lab ug/l 300 HRL15 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Dinoseb (DNBP)NA Lab ug/l 7 ug/l ----------------
Endosulfan I NA Lab ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
Endosulfan II NA Lab ug/l <0.10 <0.11 <0.11 <0.12 <0.11 <0.10 <0.10 <0.11
Endosulfan Sulfate NA Lab ug/l <0.10 <0.11 <0.11 <0.12 <0.11 <0.10 <0.10 <0.11
Endrin NA Lab ug/l 2 ug/l <0.10 <0.11 <0.11 <0.12 <0.11 <0.10 <0.10 <0.11
Endrin Aldehyde NA Lab ug/l <0.10 <0.11 <0.11 <0.12 <0.11 <0.10 <0.10 <0.11
Endrin Ketone NA Lab ug/l <0.10 <0.11 <0.11 <0.12 <0.11 <0.10 <0.10 <0.11
EPTC (Eradicane)NA Lab ug/l 40 HBV15 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Ethalfluralin (Sonalan)NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Fonofos (dyphonate)NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
g-BHC (Lindane)NA Lab ug/l 0.2 ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
Heptachlor NA Lab ug/l 0.4 ug/l 0.08 HRL93 ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
Heptachlor epoxide NA Lab ug/l 0.2 ug/l 0.04 HRL93 ug/l <0.051 <0.053 <0.054 <0.059 <0.054 <0.051 <0.051 <0.053
MCPA NA Lab ug/l 3 HRL93 ug/l <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30
Methoxychlor NA Lab ug/l 40 ug/l <0.51 <0.53 <0.54 <0.59 <0.54 <0.51 <0.51 <0.53
Metolachlor (Dual)NA Lab ug/l 300 HRL11 (1) ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Metribuzin NA Lab ug/l 10 HRL13 (1) ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Pendimethalin (Prowl)NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Pentachlorophenol NA Lab ug/l 1 ug/l 0.3 HBV13 (1) ug/l ----------------
Phorate (Thimet)NA Lab ug/l <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30
Picloram NA Lab ug/l 500 ug/l 500 HRL93 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Prometon (Pramitol)NA Lab ug/l 100 HRL93 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Propachlor NA Lab ug/l 90 HRL93 ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Propazine (Milogard)NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Simazine (Princep)NA Lab ug/l 4 ug/l 4 HRLMCL ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Terbufos (Counter)NA Lab ug/l <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20
Toxaphene NA Lab ug/l 3 ug/l 0.3 HRL93 ug/l <1.5 <1.6 <1.6 <1.8 <1.6 <1.5 <1.5 <1.6
Triallate (Far-Go)NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Triclopyr NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Trifluralin (Treflan)NA Lab ug/l <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Total Petroleum Hydrocarbons
Diesel Range Organics NA Lab mg/l <0.11 <0.10 <0.11 <0.11 <0.11 <0.10 <0.10 <0.10
mg/l - milligrams per liter umhos/cm = micro siemens per centimeter
ml - milliliter
Data Footnotes and Qualifiers
FD - Sample Type: Field Duplicate ug/l = micrograms per liter
NA - NA (not applicable) indicates that a fractional portion of the sample is not part of the analytical testing or field collection procedures.
-- - Not analyzed/not available.mpn = most probable number
Bold - Detection above laboratory reporting limit.mV = millivolts
Bold - Concentration exceeds EPA Maxium Contaminant Level N -Sample Type: Normal
Bold and Underline - Concentration exceeds MDH Human Health-Based Water Guidance Level ND - Not detected
cfu - colony forming unit NTU = nephelometric turbidity unit
Table 3 - Analytical Groundwater Data
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
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Parameter Total or
Dissolved
Analysis
Location Units
EPA Water
Maximum
Contaminant Level
MDH Human Health-
Based Water Guidance
Level
Effective Date 05/01/2009 2/6/2014
Exceedance Key Bold Bold and Underline
General Parameters
Dissolved oxygen NA Field mg/l
pH NA Field --
Redox (oxidation potential)NA Field mV
Specific Conductance @ 25 °C NA Field umhos/cm
Temperature NA Field deg C
Turbidity NA Field NTU 5 TT
Alkalinity, bicarbonate, as CaCO3 NA Lab mg/l
Alkalinity, carbonate, as CaCO3 NA Lab mg/l
Chloride NA Lab mg/l
Cyanide (total)NA Lab ug/l 200 ug/l (free)100 HRL93 ug/l (free)
Nitrate + Nitrite, as N NA Lab mg/l 10 mg/l
Nitrogen, Nitrate as N NA Lab mg/l 10 mg/l 10 HRLMCL mg/l
Nitrogen, Nitrite as N NA Lab mg/l 1 mg/l
Phosphorus, total, as P NA Lab mg/l
Solids, total dissolved NA Lab mg/l
Sulfate, as SO4 NA Lab mg/l
Microbiological
Bacteria, e. Coli NA Lab
Bacteria, total coliforms NA Lab (5)
Metals
Arsenic Dissolved Lab ug/l 10 ug/l
Beryllium Dissolved Lab ug/l 4 ug/l 0.08 HRL93 ug/l
Calcium Dissolved Lab ug/l
Copper Dissolved Lab ug/l 1300 TT (7) ug/l
Iron Dissolved Lab ug/l
Lead Dissolved Lab ug/l 15 TT (7) ug/l
Magnesium Dissolved Lab ug/l
Mercury Dissolved Lab ug/l 2 ug/l
Potassium Dissolved Lab ug/l
Sodium Dissolved Lab ug/l
Thallium Dissolved Lab ug/l 2 ug/l 0.6 HRL94 ug/l
SVOCs
2,4-Dinitrotoluene NA Lab ug/l
2,6-Dinitrotoluene NA Lab ug/l
Glyphosate (Roundup)NA Lab ug/l 700 ug/l
cfu - colony forming unit NTU = nephelometric turbidity unit
FD - Sample Type: Field Duplicate ug/l = micrograms per liter
mg/l - milligrams per liter umhos/cm = micro siemens per centimeter
ml - milliliter
Bold - Detection above laboratory reporting limit.mV = millivolts
Bold - Concentration exceeds EPA Maxium Contaminant Level N -Sample Type: Normal
Bold and Underline - Concentration exceeds MDH Human Health-Based Water Guidance Level ND - Not detected
cfu/100 ml or
mpn/100ml
Data Footnotes and Qualifiers
NA - NA (not applicable) indicates that a fractional portion of the sample is not part of the analytical testing or field collection procedures.
-- - Not analyzed/not available.mpn = most probable number
Sample Event
Location
Date
Sample Type
RMW-4S RMW-4S RMW-4D Equip. Blank RMW-3D RMW-5S RMW-5D MW-B1-001
10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015
N FD N N N N N N
18.96 10.02 10.02 --11.09 16.99 17.27 18.90
8.15 7.47 7.47 --7.31 7.14 7.28 6.08
31.30 14.60 14.60 --4.80 37.90 15.50 56.30
535.00 679.00 679.00 --609.00 759.00 848.00 578.00
13.14 10.41 10.41 --10.41 10.74 10.80 9.89
1.61 1.21 6.48 --30.30 1.68 8.00 4.50
225 223 274 <5.0 270 303 312.00 224
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
22.4 22.1 24.7 <1.0 24.8 28.6 54.7 12.9
<10.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.0
2.6 2.4 4.8 <0.10 4.8 11.4 4.1 15.6
----------------
----------------
<0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050
327 321 430 <10.0 381 425 492 338
35.9 36.7 42.4 <2.5 22.4 17.1 20.8 10.9
----------------
<1 <1 <1 <1 <1 21 <1 <1
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20
67300 67800 85500 74.0 79400 88800 101000 67400
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<50.0 <50.0 <50.0 <50.0 <50.0 <50.0 <50.0 <50.0
<0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10
23100 23200 32600 15.9 29100 30800 35100 25100
<0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20
1780 1820 1900 <50.0 1590 2290 2730 2670
5650 5790 8200 <50.0 6240 10800 17500 5220
<0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10
----------------
----------------
----------------
Oct-15 (AET)
Table 3 - Analytical Groundwater Data
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
Page 5 of 8
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Parameter Total or
Dissolved
Analysis
Location Units
EPA Water
Maximum
Contaminant Level
MDH Human Health-
Based Water Guidance
Level
Effective Date 05/01/2009 2/6/2014
Exceedance Key Bold Bold and Underline
Sample Event
Location
Date
Sample Type
VOCs
1,1,1,2-Tetrachloroethane NA Lab ug/l 70 HRL93 ug/l
1,1,1-Trichloroethane NA Lab ug/l 200 ug/l 9000 HRL09 (1) ug/l
1,1,2,2-Tetrachloroethane NA Lab ug/l 2 HRL94 ug/l
1,1,2-Trichloroethane (TCE)NA Lab ug/l 5 ug/l 0.4 HRL15 (2) ug/l
1,1-Dichloro-1-propene NA Lab ug/l
1,1-Dichloroethane NA Lab ug/l 100 RAA09 (1) ug/l
1,1-Dichloroethylene NA Lab ug/l 7 ug/l 200 HRL11 ug/l
1,2,3-Trichlorobenzene NA Lab ug/l
1,2,3-Trichloropropane NA Lab ug/l 0.003 HRL13 (1) ug/l
1,2,4-Trichlorobenzene NA Lab ug/l 70 ug/l 4 HRL13 (1) ug/l
1,2,4-Trimethylbenzene NA Lab ug/l 100 RAA10 ug/l
1,2-Dibromo-3-chloropropane NA Lab ug/l 0.2 ug/l
1,2-Dibromoethane NA Lab ug/l 0.05 ug/l 0.004 HRL93 ug/l
1,2-Dichlorobenzene NA Lab ug/l 600 ug/l 600 HRL93 ug/l
1,2-Dichloroethane NA Lab ug/l 5 ug/l 1 HRL13 (1) ug/l
1,2-Dichloroethylene, cis NA Lab ug/l 70 ug/l 6 HBV14 (1) ug/l
1,2-Dichloroethylene, trans NA Lab ug/l 100 ug/l 40 HRL13 (1) ug/l
1,2-Dichloropropane NA Lab ug/l 5 ug/l 5 HRL94 ug/l
1,3,5-Trimethylbenzene NA Lab ug/l 100 HRL09 ug/l
1,3-Dichloro-1-propene, cis NA Lab ug/l 2 DCP HRL94 ug/l
1,3-Dichloro-1-propene, trans NA Lab ug/l 2 DCP HRL94 ug/l
1,3-Dichlorobenzene NA Lab ug/l
1,3-Dichloropropane NA Lab ug/l
1,4-Dichlorobenzene NA Lab ug/l 75 ug/l 10 HRL94 ug/l
2,2-Dichloropropane NA Lab ug/l
Acetone NA Lab ug/l 4000 HRL11 (1) ug/l
Allyl Chloride NA Lab ug/l 30 HRL94 ug/l
Benzene NA Lab ug/l 5 ug/l 2 HRL09 (1) ug/l
Bromobenzene NA Lab ug/l
Bromochloromethane NA Lab ug/l
Bromodichloromethane NA Lab ug/l 80 (6) ug/l 6 HRL93 ug/l
Bromoform NA Lab ug/l 80 (6) ug/l 40 HRL93 ug/l
Bromomethane NA Lab ug/l 10 HRL93 ug/l
Butyl benzene NA Lab ug/l
Butylbenzene, sec NA Lab ug/l
Butylbenzene, tert NA Lab ug/l
Carbon tetrachloride NA Lab ug/l 5 ug/l 1 HRL13 (1) ug/l
Chlorobenzene NA Lab ug/l 100 ug/l 100 HRL93 ug/l
Chlorodibromomethane NA Lab ug/l 80 (6) ug/l 10 HRL93 ug/l
Chloroethane NA Lab ug/l ND RAA09
Chloroform NA Lab ug/l 80 (6) ug/l 30 HRL09 ug/l
Chloromethane NA Lab ug/l
Chlorotoluene, o NA Lab ug/l
Chlorotoluene, p NA Lab ug/l
Cumene (isopropyl benzene)NA Lab ug/l 300 HRL93 ug/l
Cymene p- (Toluene isopropyl p-)NA Lab ug/l
Dibromomethane (methylene bromide)NA Lab ug/l
Dichlorodifluoromethane (CFC-12)NA Lab ug/l 700 HRL11 ug/l
Dichlorofluoromethane (CFC-21)NA Lab ug/l 30 HBV15 (2) ug/l
Ethyl benzene NA Lab ug/l 700 ug/l 50 HRL11 ug/l
Ethyl ether NA Lab ug/l 200 RAA10 (1) ug/l
Hexachlorobutadiene NA Lab ug/l 1 HRL93 ug/l
Methyl ethyl ketone (2-Butanone or MEK)NA Lab ug/l 4000 HRL94 ug/l
Methyl isobutyl ketone (4-Methyl-2-pentanone or MIBK)NA Lab ug/l 300 HRL94 ug/l
Methyl tertiary butyl ether (MTBE)NA Lab ug/l 60 RAA13 (1) ug/l
Methylene chloride NA Lab ug/l 5 ug/l 5 HRLMCL ug/l
Naphthalene NA Lab ug/l 70 HRL13 (1) ug/l
Propylbenzene NA Lab ug/l
Styrene NA Lab ug/l 100 ug/l
Tetrachloroethylene NA Lab ug/l 5 ug/l 4 HBV14 ug/l
Tetrahydrofuran NA Lab ug/l
Toluene NA Lab ug/l 1000 ug/l 200 HRL11 ug/l
Trichloroethylene NA Lab ug/l 5 ug/l 0.4 HBV13 ug/l
Trichlorofluoromethane NA Lab ug/l 2000 HRL93 ug/l
Trichlorotrifluoroethane (Freon 113)NA Lab ug/l 200000 HRL93 ug/l
Vinyl chloride NA Lab ug/l 2 ug/l 0.2 HRL09 (1) ug/l
Xylene, m & p NA Lab ug/l 300 XYL HRL11 (1) ug/l
Xylene, o NA Lab ug/l 300 XYL HRL11 (1) ug/l
Xylene, total NA Lab ug/l 10000 ug/l 300 XYL HRL11 (1) ug/l
Bold and Underline - Concentration exceeds MDH Human Health-Based Water Guidance Level ND - Not detected
cfu - colony forming unit NTU = nephelometric turbidity unit
FD - Sample Type: Field Duplicate
mg/l - milligrams per liter umhos/cm = micro siemens per centimeter
ml - milliliter
ug/l = micrograms per liter
-- - Not analyzed/not available.mpn = most probable number
Bold - Detection above laboratory reporting limit.mV = millivolts
Bold - Concentration exceeds EPA Maxium Contaminant Level N -Sample Type: Normal
NA - NA (not applicable) indicates that a fractional portion of the sample is not part of the analytical testing or field collection procedures.
Data Footnotes and Qualifiers
RMW-4S RMW-4S RMW-4D Equip. Blank RMW-3D RMW-5S RMW-5D MW-B1-001
10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015
N FD N N N N N N
Oct-15 (AET)
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<20.0 <20.0 <20.0 <20.0 <20.0 <20.0 <20.0 <20.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 2.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<20.0 <20.0 <20.0 <20.0 <20.0 <20.0 <20.0 <20.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
----------------
Table 3 - Analytical Groundwater Data
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
Page 6 of 8
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Parameter Total or
Dissolved
Analysis
Location Units
EPA Water
Maximum
Contaminant Level
MDH Human Health-
Based Water Guidance
Level
Effective Date 05/01/2009 2/6/2014
Exceedance Key Bold Bold and Underline
Sample Event
Location
Date
Sample Type
Pesticides
2,4,5-TP (Silvex)NA Lab ug/l 50 ug/l 50 HRLMCL ug/l
2,4,5-Trichlorophenoxyacetic acid (2,4,5-T)NA Lab ug/l 70 HRL93 ug/l
2,4-D NA Lab ug/l 70 ug/l 70 HRL93 ug/l
2,4-DB NA Lab ug/l
4,4'-DDD NA Lab ug/l 1 HRL93 ug/l
4,4'-DDE NA Lab ug/l 1 HRL93 ug/l
4,4'-DDT NA Lab ug/l 1 HRL93 ug/l
a-BHC NA Lab ug/l
Acetochlor NA Lab ug/l 9 HRL09 (1) ug/l
Alachlor (Lasso)NA Lab ug/l 2 ug/l 5 HRL09 (1) ug/l
Aldrin NA Lab ug/l
Atrazine (Primatol)NA Lab ug/l 3 ug/l 3 HRLMCL ug/l
b-BHC NA Lab ug/l
Bentazone (Bentazon)NA Lab ug/l 30 ug/l
Chlordane (Technical)ug/l
Chlordane, cis (alpha)NA Lab ug/l
Chlordane, trans (gamma)NA Lab ug/l
Chlorpyrifos (Lorsban)NA Lab ug/l 0.6 HBV13 (1) ug/l
Cyanazine (Bladex)NA Lab ug/l 1 HRL09 (1) ug/l
d-BHC NA Lab ug/l
Deisopropyl atrazine NA Lab ug/l
Desethylatrazine NA Lab ug/l
Dicamba NA Lab ug/l 200 HRL93 ug/l
Dieldrin NA Lab ug/l 0.006 HRL09 (1) ug/l
Dimethenamid NA Lab ug/l 300 HRL15 ug/l
Dinoseb (DNBP)NA Lab ug/l 7 ug/l
Endosulfan I NA Lab ug/l
Endosulfan II NA Lab ug/l
Endosulfan Sulfate NA Lab ug/l
Endrin NA Lab ug/l 2 ug/l
Endrin Aldehyde NA Lab ug/l
Endrin Ketone NA Lab ug/l
EPTC (Eradicane)NA Lab ug/l 40 HBV15 ug/l
Ethalfluralin (Sonalan)NA Lab ug/l
Fonofos (dyphonate)NA Lab ug/l
g-BHC (Lindane)NA Lab ug/l 0.2 ug/l
Heptachlor NA Lab ug/l 0.4 ug/l 0.08 HRL93 ug/l
Heptachlor epoxide NA Lab ug/l 0.2 ug/l 0.04 HRL93 ug/l
MCPA NA Lab ug/l 3 HRL93 ug/l
Methoxychlor NA Lab ug/l 40 ug/l
Metolachlor (Dual)NA Lab ug/l 300 HRL11 (1) ug/l
Metribuzin NA Lab ug/l 10 HRL13 (1) ug/l
Pendimethalin (Prowl)NA Lab ug/l
Pentachlorophenol NA Lab ug/l 1 ug/l 0.3 HBV13 (1) ug/l
Phorate (Thimet)NA Lab ug/l
Picloram NA Lab ug/l 500 ug/l 500 HRL93 ug/l
Prometon (Pramitol)NA Lab ug/l 100 HRL93 ug/l
Propachlor NA Lab ug/l 90 HRL93 ug/l
Propazine (Milogard)NA Lab ug/l
Simazine (Princep)NA Lab ug/l 4 ug/l 4 HRLMCL ug/l
Terbufos (Counter)NA Lab ug/l
Toxaphene NA Lab ug/l 3 ug/l 0.3 HRL93 ug/l
Triallate (Far-Go)NA Lab ug/l
Triclopyr NA Lab ug/l
Trifluralin (Treflan)NA Lab ug/l
Total Petroleum Hydrocarbons
Diesel Range Organics NA Lab mg/l
mg/l - milligrams per liter umhos/cm = micro siemens per centimeter
ml - milliliter
Data Footnotes and Qualifiers
FD - Sample Type: Field Duplicate ug/l = micrograms per liter
NA - NA (not applicable) indicates that a fractional portion of the sample is not part of the analytical testing or field collection procedures.
-- - Not analyzed/not available.mpn = most probable number
Bold - Detection above laboratory reporting limit.mV = millivolts
Bold - Concentration exceeds EPA Maxium Contaminant Level N -Sample Type: Normal
Bold and Underline - Concentration exceeds MDH Human Health-Based Water Guidance Level ND - Not detected
cfu - colony forming unit NTU = nephelometric turbidity unit
RMW-4S RMW-4S RMW-4D Equip. Blank RMW-3D RMW-5S RMW-5D MW-B1-001
10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015 10/26/2015
N FD N N N N N N
Oct-15 (AET)
----------------
----------------
----------------
----------------
<0.10 <0.10 <0.10 <0.12 <0.11 <0.10 <0.10 <0.11
<0.10 <0.10 <0.10 <0.12 <0.11 <0.10 <0.10 <0.11
<0.10 <0.10 <0.10 <0.12 <0.11 <0.10 <0.10 <0.11
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
----------------
<0.51 <0.51 <0.52 <0.60 <0.53 <0.51 <0.52 <0.53
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
----------------
<0.10 <0.10 <0.10 <0.12 <0.11 <0.10 <0.10 <0.11
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
----------------
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
<0.10 <0.10 <0.10 <0.12 <0.11 <0.10 <0.10 <0.11
<0.10 <0.10 <0.10 <0.12 <0.11 <0.10 <0.10 <0.11
<0.10 <0.10 <0.10 <0.12 <0.11 <0.10 <0.10 <0.11
<0.10 <0.10 <0.10 <0.12 <0.11 <0.10 <0.10 <0.11
<0.10 <0.10 <0.10 <0.12 <0.11 <0.10 <0.10 <0.11
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
<0.051 <0.051 <0.052 <0.060 <0.053 <0.051 <0.052 <0.053
----------------
<0.51 <0.51 <0.52 <0.60 <0.53 <0.51 <0.52 <0.53
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
----------------
<0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30
----------------
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20
<1.5 <1.5 <1.5 <1.8 <1.6 <1.5 <1.6 <1.6
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
----------------
<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
<0.10 <0.10 <0.11 <0.14 <0.10 <0.10 <0.10 <0.10
Table 3 - Analytical Groundwater Data
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
Page 7 of 8
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Footnote
--Not analyzed/not available.
N Sample Type: Normal
FD Sample Type: Field Duplicate
NA NA (not applicable) indicates that a fractional portion of the sample is not part of the analytical testing or field collection procedures.
ND Not detected.
Qualifier
Bold Detection above laboratory reporting limit.
Data Footnotes and Qualifiers
Table 3 - Analytical Groundwater Data
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
Page 8 of 8
1/29/2016 2:40 PM
X:\03-ENV\Projects\03-05001-05200\03-05081 UMore Groundwater\Report\AMRs\2015 AMR\Tables\Source Docs\03-05081 UMORE GW Table 3 2015
OCT
Qualifier Definition
(1)Value is representative of the lowest exposure duration published in the Minnesota Department of Health Human Health
Advisory Table.
(2)Set at short term HRL.
CR Value represents the criteria for Chromium, hexavalent.
DCP Value shown is 1,3-dichloropropene in the MDH criterion, however, the laboratory reports cis and trans isomers individually.
(free)"Free cyanide" is one of three components in the "total cyanide" analysis performed on samples collected from this site;
however, there is no HRL for "total cyanide" so "total cyanide" concentrations are compared to the "free cyanide" HRL.
HBV Health Base Value.
HRL Health Risk Limit.
MCL Maximum Contaminant Level.
MP Laboratory reports 3-methylphenol and 4-methylphenol as co-eluting compounds. The criteria in the table represents 4-
methylphenol which is the more stringent criteria.
ND Not Detected
RAA Risk Assessment Advice.
XYL Value shown is for the sum of the mixed o,m and p xylene isomers.
(5)MRDLG - The level of a drinking water disinfectant below which there is no known or expected risk to health. MRDLGs do not
reflect the benefits of the uses of disinfectants to control microbial contaminants.
(6)
Although there is no collective MCLG for this contaminant group, there are individual MCLGs for some of the individual
contaminants: Trihalomethanes: bromodichloromethane (zero); bromoform (zero); dibromochloromethane (0.06 mg/l);
chloroform (0.07 mg/l).
(free)"Free cyanide" is one of three components in the "total cyanide" analysis performed on samples collected from this site;
however, there is no MCL for "total cyanide" so "total cyanide" concentrations are compared to the "free cyanide" MCL.
TT Treatment Technique - A required process intended to reduce the level of a contaminant in drinking water.
TT (7)
Treatment Technique - A required process intended to reduce the level of a contaminant in drinking water. Lead and copper are
regulated by a Treatment Technique that requires systems to control the corrosiveness of their water. If more than 10% of tap
water samples exceed the action level, water systems must take additional steps. For copper, the action level is 1.3 mg/l, and
for lead is 0.015 mg/l
TT (8)
Treatment Technique - A required process intended to reduce the level of a contaminant in drinking water., Each water system
must certify, in writing, to the state (using third-party or manufacturer's certification) that when acrylamide and epichlorohydrin
are used to treat water, the combination (or product) of dose and monomer level does not exceed the levels specified, as
follows: Acrylamide equals 0.05% dosed at 1 mg/l (or equivalent).
Action Level Qualifiers/Footnotes
MDH Human Health-Based
Water Guidance Table
EPA Water Maximum
Contaminant Level
Table 4 - 2015 Groundwater Monitoring and Sampling Schedule
2015 Annual Monitoring Report
UMore Mining Area
AET Project No. 03-05081
Page 1 of 1
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Water Level
Total
Coliform
General
Chemistry Metals VOCs DRO
Organochlorine
Pesticides
MDA List 1
Pesticides
MDA List 2
Pesticides SVOCs Glyphosate
January All Wells X
February All Wells X
March All Wells X
MW-B1-001 X X X X X X X X X X X
RMW-3D X X X X X X X X X X X
RMW-4S X X X X X X X X X X X
RMW-4D X X X X X X X X X X X
RMW-5S X X X X X X X X X X X
RMW-5D X X X X X X X X X X X
May All Wells X
June All Wells X
July All Wells X
August All Wells X
September All Wells X
MW-B1-001 X X X X X X
RMW-3D X X X X X X
RMW-4S X X X X X X
RMW-4D X X X X X X
RMW-5S X X X X X X
RMW-5D X X X X X X
November All Wells X
December All Wells X
1. "All Wells" includes MW-B1-001, RMW-3D, RMW-4S, RMW-4D, RMW-5S, and RMW-5D.
2. X indicates parameter is planned for monitoring or sampling at the specified location for the specified event.
ParameterMonitoring
Well
2016 Monitoring
or Sampling Event
April
October
Notes:
AET Project No. 03-05081
Figures
0 6,0003,000
Feet
±
Map Reference: USGS 7.5" Quadrangles,
Coates, Farmington, Saint Paul SW,
and Inver Grove Heights, Minnesota
File: 2015_UMMA_Fig1_SLM.mxd Date: 01/25/2016
AMERICANENGINEERINGTESTING, INC
Site Location Map
AET Project No. 03-05081
UMore Mining Area
Sections 33, 28, and 34, Township 115, Range 19W
Rosemount, Minnesota
Figure 1
Date: 01/25/2016
2015 Annual Monitoring Report
Legend
UMore Mining Area (UMA)
UMore Park Boundary
!´
!´!´
!´!´
!´!´
!´
Production Well
RMW-4S RMW-4D
RMW-3S RMW-3D
RMW-5S
RMW-5D
MW-B1-001
0 1,200600
Feet
±
Source: High Resolution Orthoimagery,
Dakota County, Minnesota, Spring 2013
File: 2015_UMMA_Fig2_SM.mxd Date: 01/25/2016
AMERICANENGINEERINGTESTING, INC
Legend
!´Monitoring Well
UMore Mining Area
Site Map
AET Project No. 03-05081
UMore Mining Area
Sections 33, 28, and 34, Township 115, Range 19W
Rosemount, Minnesota
Figure 2
Date: 01/25/2016
2015 Annual Monitoring Report
H
!´
!´
!´
!´
!´
!´
!´
Production Well
RMW-4D
RMW-3DRMW-5D
MW-B1-001(886.95)
RMW-4S(885.86)
RMW-5S(891.14)89
0
88
9
88
8
88
7
88
6
89
1
0 1,200600
Feet
±
Source: High Resolution Orthoimagery,
Dakota County, Minnesota, Spring 2013
File: 2015_UMMA_Fig3A_GW041715_SH.mxd Date: 01/22/2016
AMERICANENGINEERINGTESTING, INC
Legend
!´Monitoring Well
UMore Mining Area
Groundwater Elevation Contour
(Elevation in feet above Mean Sea Level)
H Groundwater Flow Direction
Inferred Groundwater Flow Map
(4/17/15 Shallow Monitoring Wells )
AET Project No. 03-05081
UMore Mining Area
Sections 33, 28, and 34, Township 115, Range 19W
Rosemount, Minnesota
Figure 3A
Date: 01/22/2016
2015 Annual Monitoring Report
H
!´
!´
!´
!´
!´
!´
!´
Production Well
RMW-4D
RMW-3DRMW-5D
MW-B1-001(886.57)
RMW-4S(885.52)
RMW-5S(890.79)88
9
88
8
88
7
88
6
89
0
0 1,200600
Feet
±
Source: High Resolution Orthoimagery,
Dakota County, Minnesota, Spring 2013
File: 2015_UMMA_Fig3B_GW102615_SH.mxd Date: 01/22/2016
AMERICANENGINEERINGTESTING, INC
Legend
!´Monitoring Well
UMore Mining Area
Groundwater Elevation Contour
(Elevation in feet above Mean Sea Level)
H Groundwater Flow Direction
Inferred Groundwater Flow Map
(10/26/15 Shallow Monitoring Wells )
AET Project No. 03-05081
UMore Mining Area
Sections 33, 28, and 34, Township 115, Range 19W
Rosemount, Minnesota
Figure 3B
Date: 01/22/2016
2015 Annual Monitoring Report
H
!´
!´
!´
!´
!´
!´
!´
!´
Production Well
RMW-4S
RMW-5S
MW-B1-001
RMW-3D(884.24)
RMW-4D(886.08)
RMW-5D(891.13)
887 886 885888890889
891
0 1,200600
Feet
±
Source: High Resolution Orthoimagery,
Dakota County, Minnesota, Spring 2013
File: 2015_UMMA_Fig4A_GW041715_DP.mxd Date: 01/25/2016
AMERICANENGINEERINGTESTING, INC
Legend
!´Monitoring Well
UMore Mining Area
Groundwater Elevation Contour
(Elevation in feet above Mean Sea Level)
H Groundwater Flow Direction
Inferred Groundwater Flow Map
(4/17/15 Deep Monitoring Wells)
AET Project No. 03-05081
UMore Mining Area
Sections 33, 28, and 34, Township 115, Range 19W
Rosemount, Minnesota
Figure 4A
Date: 01/25/2016
2015 Annual Monitoring Report
H
!´
!´
!´
!´
!´
!´
!´
!´
Production Well
RMW-4S
RMW-5S
MW-B1-001
RMW-3D(883.87)
RMW-4D(886.08)
RMW-5D(890.74)
884
890 889
885888887886
0 1,200600
Feet
±
Source: High Resolution Orthoimagery,
Dakota County, Minnesota, Spring 2013
File: 2015_UMMA_Fig4B_GW102615_DP.mxd Date: 01/25/2016
AMERICANENGINEERINGTESTING, INC
Legend
!´Monitoring Well
UMore Mining Area
Groundwater Elevation Contour
(Elevation in feet above Mean Sea Level)
H Groundwater Flow Direction
Inferred Groundwater Flow Map
(10/26/15 Deep Monitoring Wells)
AET Project No. 03-05081
UMore Mining Area
Sections 33, 28, and 34, Township 115, Range 19W
Rosemount, Minnesota
Figure 4B
Date: 01/25/2016
2015 Annual Monitoring Report
RM
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AET Project No. 03-05081
Appendix A
WMP Updates
550 Cleveland Avenue North St. Paul, MN 55114
Phone 651-659-9001 Toll Free 800-972-6364 Fax 651-659-1379 www.amengtest.com AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
ENVIRONMENTAL
GEOTECHNICAL
MATERIALS
FORENSICS
12/06 - AAI
April 13, 2015
City of Rosemount
2875 145th St. W
Rosemount, Minnesota 55068
Attn: Mr. Eric Zweber, Senior Planner
eric.zweber@ci.rosemount.mn.us
RE: Proposed Updates to the Hydrogeologic Study and Water Monitoring Plan and
Laboratory Reporting Limits Rationale
UMore Mining Area
Sections 33, 28, and 34, Township 115, Range 19W
Rosemount, Minnesota
AET Project No. 03-05081
Dear Mr. Zweber:
American Engineering Testing, Inc. (AET) has prepared this letter requesting updates to the
Hydrogeologic Study and Water Monitoring Plan (WMP; Barr, 2012) written for the UMore
Mining Area project in Rosemount, Minnesota. This letter also describes the rationale for the
laboratory reporting limits for the project. AET and the UMore Mining Area operator, Dakota
Aggregates, LLC, are requesting the City of Rosemount to approve the proposed updates to the
WMP and laboratory reporting limits rationale.
BACKGROUND
The WMP was completed in 2012 by Barr Engineering and was most recently updated by Barr in
2014 via their Update to the Sampling and Analysis Plan, Phase II Environmental Investigation,
SOCs 1-3 and 6-8, UMore Mining Area, Dakota County, Minnesota and Hydrogeologic Study
and Water Monitoring Plan, UMORE Mining Area, Dakota County, Minnesota (Barr, 2014).
Additional proposed updates to the WMP include the following:
Sealing and removal of RMW-3s from the monitoring network;
The annual monitoring report schedule; and
A description of the laboratory reporting limits rationale.
DESCRIPTION OF MODIFICATIONS TO THE WMP
Section 5.1.1 – Monitoring Well Locations:
We recommend that RMW-3S be removed from the groundwater monitoring and sampling
program and sealed due to its lack of continuous hydraulic connection with the local unconfined
aquifer and the frequent absence of groundwater within the well. RMW-3S is perched on top of
the glacial till layer and has been dry 7 out of 15 water level monitoring events. The perched
AET Project No. 03-05081 Page A1 of 7
City of Rosemount
AET Project No. 03-05081
April 13, 2015
Page 2 of 3
groundwater is likely independent of the local shallow groundwater flow regime. The unreliable
presence of water within RMW-3S coupled with its limited utility for interpreting local
groundwater flow justify closure of RMW-3S.
Section 7.1 – Reports:
We recommend that annual reports encompassing the previous calendar year’s groundwater
sampling and monitoring results be submitted to the Client, the City of Rosemount, and the
University of Minnesota by February 1 each year. Each annual report will include 12 months
(January – December) of summarized water level data from the monitoring wells associated with
the site and the results of two semi-annual groundwater chemistry sampling events.
The last update to the WMP indicated that reports be submitted by September 30 each year
including “data from the 3rd and 4th quarter of the previous year and from the 1st and 2nd quarters
of the current year,” (Barr, 2014). The 2013-2014 Annual Monitoring Report (AET, 2015) was
recently submitted and encompassed groundwater monitoring and sampling data from the
beginning of groundwater monitoring on-site in April of 2013 through December of 2014 (the
end of the calendar year). Therefore, reporting by February 1st each year will allow a full
calendar year of representative groundwater monitoring and sampling data to be reported in the
winter. We propose that reports for subsequent years also follow the newly proposed schedule.
LABORATORY REPORTING LIMITS RATIONALE
Eleven parameters have been identified as having reporting limits (RLs) that are higher than their
Minnesota Department of Health – Health Risk Limit (HRL) and/or Environmental Protection
Agency – Maximum Contaminant Level (MCL). These parameters include metals (beryllium
and thallium), volatile organic compounds (1,2,3-trichloropropane; 1,2-dibromo-3-
chloropropane; 1,2-dibromoethane; 1,3-dichloro-1-propene, cis; 1,3-dichloro-1-propene, trans;
vinyl chloride), and pesticides (dieldrin, heptachlor epoxide, toxaphene).
Pace Analytical, Inc. (Pace) wrote a memo titled MDL, RLs and HRL (Pace, 2015) regarding the
method detection limits (MDLs), RLs and HRLs associated with the parameters analyzed for the
project. Pace indicated that many of the HRLs values are calculated from risk assessment studies
and do not account for limitations with standard environmental analytical methods and
technologies. It is possible that lower reporting limits for some parameters may be achieved
using alternative methods of laboratory analysis and alternative reporting techniques; however,
achieving reporting limits less than HRLs or MCLs (action limits) is not guaranteed with the
additional cost of using alternative methods and reporting techniques. Furthermore, achieving
RLs below the action limits for three parameters (1,2-dibromoethane, 1,2,3-trichloropropane, and
dieldrin) is not feasible based on laboratory capabilities.
Based on uncertainties with regard to achieving lower reporting limits and the infeasibility to
have RLs meet HRLs and MCLs for three parameters, laboratory analysis of the scheduled
parameters will continue with the previously established EPA methods unless requested
otherwise by the City of Rosemount. Pace’s complete memo is attached for your reference.
AET Project No. 03-05081 Page A2 of 7
City of Rosemount
AET Project No. 03-05081
April 13, 2015
Page 3 of 3
REFERENCES
Barr, 2012. Hydrogeologic Study and Water Monitoring Plan, UMore Mining Area, Dakota
County, Minnesota, September 2012.
Barr, 2014. Update to the Sampling and Analysis Plan, Phase II Environmental Investigation,
SOCs 1-3 and 6-8, UMore Mining Area, Dakota County, Minnesota and Hydrogeologic Study
and Water Monitoring Plan, UMORE Mining Area, Dakota County, Minnesota, September
2014.
Pace, 2015. MDL, RLs and HRL, March 2015.
REQUEST FOR APPROVAL
On behalf of Dakota Aggregates, LLC, AET is requesting that the City of Rosemount approve
the changes to the WMP and the laboratory reporting limits rationale as proposed in this letter. If
you have any questions regarding this letter or need additional information, please contact us.
Sincerely,
American Engineering Testing, Inc.
Jake T. Dalbec, PG Gail A. Cederberg, Ph.D.
Geologist Principal Engineer
Phone: (651) 603-6624 Phone: (651) 659-1332
Email: jdalbec@amengtest.com Email: gcederberg@amengtest.com
Attachment: Pace Memo: MDL, RLs and HRL
cc: Mr. Pat Bergin, Dakota Aggregates, LLC
Mr. Pat Mason, Dakota Aggregates, LLC
AET Project No. 03-05081 Page A3 of 7
March 26, 2015
Subject: MDL, RLs and HRL
Mr. Jake Dalbec,
This is a follow-up to your inquiry regarding whether Pace Analytical is able to alter or achieve lower reporting
limits (RLs) for the compounds where Pace’s RLs were greater than the listed Health based Risk Limits (HRLs) .
Pace Analytical develops and reports the lowest RLs and associated method detection limits (MDLs) possible
while insuring the required accuracy and precision at those limits. Many of the HRLs are values calculated
from risk assessment studies. However, those values have not been developed for the capabilities of standard
environmental analytical methods and technologies. Although some of the parameters listed (eg. 1,2-
Dibromo-3-chloropropane, 1,2-Dibromoethane) may be able to use alternative methods to produce lower RLs
this would add additional project costs by including another analytical method to the suite of methods
required. And even with the additional procedure the method performance criteria may not meet the HRLs
listed.
Thank you for using Pace Analytical for laboratory service needs. Please do not hesitate to contact me if you
have any additional questions.
Regards,
John T Ruane
Assistant General Manager
Pace Analytical Services, Inc.
Minneapolis Laboratory
612-875-7823
John.ruane@pacelabs.com
AET Project No. 03-05081 Page A4 of 7
1
Dalbec, Jake
From:Zweber, Eric <eric.zweber@ci.rosemount.mn.us>
Sent:Thursday, April 23, 2015 9:20 AM
To:Dalbec, Jake
Cc:Pat Mason (PatMason@amesco.com); Bergin, Pat (pbergin@cemstone.com);
dave.hume@lbgmn.com; david.strand@lbgmn.com
Subject:FW: UMore Mining Area - Proposed Updates to the Hydrogeologic Study and Water
Monitoring Plan and Laboratory Reporting Limits Rationale
Importance:High
Follow Up Flag:Follow up
Flag Status:Completed
Jake,
Dakota Aggregates can proceed with the updated WMP.
Thanks,
Eric Zweber, Senior Planner
City of Rosemount, 2875 145th Street, Rosemount, MN 55068
Ph. 651‐322‐2052 / http://www.ci.rosemount.mn.us
From: david.strand@lbgmn.com [mailto:david.strand@lbgmn.com]
Sent: Wednesday, April 15, 2015 9:24 AM
To: Zweber, Eric
Cc: dave.hume@lbgmn.com
Subject: FW: UMore Mining Area - Proposed Updates to the Hydrogeologic Study and Water Monitoring Plan and
Laboratory Reporting Limits Rationale
Importance: High
Eric,
After reviewing the attached correspondence and discussing with Dave Hume, we feel AET’s three requests below are
justified and should be approved by the City of Rosemount.
1. Abandon RMW‐3S (perched water on till);
2. Annual reporting period covers January through December with the annual report due February 1 of each year;
and
3. Continue analyzing GW samples by approved EPA Methods even though detection limits for select compounds
may be greater that its HRL as the HRLs are developed using risk assessment studies and not technological
advances.
Please contact us if have questions or concerns.
Regards,
AET Project No. 03-05081 Page A5 of 7
2
David Strand, PG
Senior Hydrogeologist
Leggette, Brashears & Graham, Inc.
8 Pine Tree Drive, Suite 250 / St. Paul, MN 55112
651.490.1405 ext. 223 / Fax 651.490.1006
Direct 651.558.9223 / Cell 651.492.2207
david.strand@lbgmn.com / www.lbgweb.com
From: Zweber, Eric [mailto:eric.zweber@ci.rosemount.mn.us]
Sent: Monday, April 13, 2015 3:45 PM
To: Dave Hume; Dave Strand
Subject: FW: UMore Mining Area ‐ Proposed Updates to the Hydrogeologic Study and Water Monitoring Plan and
Laboratory Reporting Limits Rationale
Dave and Dave,
Can you please review the attached memo?
Thanks,
Eric Zweber, Senior Planner
City of Rosemount, 2875 145th Street, Rosemount, MN 55068
Ph. 651‐322‐2052 / http://www.ci.rosemount.mn.us
From: Dalbec, Jake [mailto:jdalbec@amengtest.com]
Sent: Monday, April 13, 2015 2:57 PM
To: Zweber, Eric
Cc: Patrick Bergin (pbergin@cemstone.com); Pat Mason (PatMason@amesco.com); Cederberg, Gail; Kestler, Allan
Subject: UMore Mining Area - Proposed Updates to the Hydrogeologic Study and Water Monitoring Plan and Laboratory
Reporting Limits Rationale
Hello Eric,
Please see the attached letter requesting updates to the Hydrogeologic Study and Water Monitoring Plan and explaining
the laboratory reporting limits rationale for the groundwater sample laboratory analysis occurring at the UMore Mining
Area (the site). On behalf of Dakota Aggregates, LLC, we are seeking approval by the City of Rosemount for the requests
and rationale as specified in the attached letter.
We are planning on conducting the first semi‐annual groundwater sampling event of the year at the site this Thursday
April 16, 2015.
If you have any questions, feel free to contact me.
Regards,
Jake T. Dalbec, PG
Geologist
American Engineering Testing, Inc.
AET Project No. 03-05081 Page A6 of 7
3
550 Cleveland Avenue North | Saint Paul, Minnesota 55114
Direct: 651-603-6624 | Mobile: 612-845-6439
Main: 651-659-9001 | Fax: 651-659-1379
jdalbec@amengtest.com | www.amengtest.com
Click here to subscribe to our quarterly newsletter.
Please read our email disclaimer at this link on our website.
AET Project No. 03-05081 Page A7 of 7
AET Project No. 03-05081
Appendix B
Methods and Procedures
ENVIRONMENTAL SAMPLING METHODS – MONITORING WELLS
Page 1 of 1
(02/2013) – Revised 12/2014 AMERICAN ENGINEERING TESTING, INC.
Not all methods summarized on this information sheet are conducted at all sites. Special conditions may also occur
which require modifications to these methods. Any descriptions of field methods within the report text take precedence.
Contamination Reduction
The sampling downrigger and electronic water-level indicator are cleaned prior to sampling and between sampling from
different monitoring wells. The cleaning procedure consists of an alconox detergent-water wash and distilled water rinse
from spray dispensers. New dedicated polyethylene or Teflon® bailers are used for each well.
A submersible sampling pump, if used, is decontaminated prior to mobilization, and decontaminated between sampling
from different monitoring wells by pumping through an alconox detergent-water wash and distilled water rinse. New
dedicated polyethylene tubing is used for each well. Certain types of projects may entail more stringent decontamination
procedures.
Monitoring Well Installation and Development
Licensed well contractors on staff ensure that monitoring well construction features comply with the requirements of
appropriate state and local agencies. The Monitoring Well/Piezometer Log sheet includes construction and installation
details for each well. Typically, monitoring wells are installed in hollow-stem auger (HSA) soil boreholes that have been
sampled for environmental parameters. Further information can be found on the information sheet entitled Hollow-Stem
Auger Soil Boring Environmental Sampling Methods.
Monitoring wells are developed by pumping and surging monitoring well water until the water appears clear.
Groundwater Elevation Measurements
Following monitoring well installation, the top-of-riser elevations are surveyed to the nearest 0.01 feet. If a permanent
benchmark of known elevation is unavailable, the survey is referenced to a nearby temporary benchmark given the
arbitrary reference elevation of 100.00 feet.
Groundwater elevations are determined by using an electronic water-level indicator. Measurements are obtained by
lowering the probe into each well until the groundwater surface is encountered. Measurements, referenced to the top-of-
riser elevations, are reported on the Groundwater Monitoring Data Sheet to the nearest 0.01 feet.
Monitoring Well Stabilization
Prior to sampling, monitoring wells are stabilized in equilibrium with ambient groundwater by removing a minimum of
three to five water-column volumes, until measurements of temperature, pH, and specific conductivity stabilize.
Stabilization measurements are recorded on the Groundwater Monitoring Data Sheet.
In addition, water-level measurements may be collected during and after the stabilization process to assess whether the
monitoring well is providing water representative of aquifer conditions and to identify deficiencies which may affect
recovery rates, static water levels, and representative sampling. Should the water level be drawn down to the bottom of a
monitoring well, water-level recovery rates are measured in lieu of stabilization measurements.
Groundwater Sampling for Chemical Analysis
Groundwater samples obtained for chemical analysis are collected directly from each monitoring well using a new
dedicated polyethylene or Teflon® bailer lowered down the well with new nylon rope or decontaminated downrigger
cable. Samples are decanted directly from the bailer into laboratory-prepared containers with appropriate preservatives.
Alternatively, samples may be drawn directly from the submersible pump discharge tubing. For analyses in which field-
filtering is required, samples are filtered by using positive pressure to force the sample through a new dedicated plastic
filter with 0.45-µm pores. The samples are delivered to the analytical laboratory within prescribed holding times,
accompanied by proper chain-of-custody forms.
When field measurements are required (e.g., nitrate-nitrogen, dissolved iron, hydrous sulfide, residual chlorine), brand-
name field testing kits are used in accordance with manufacturers’ specifications and state agency requirements.
AET Project No. 03-05081 Page B1 of 1
AET Project No. 03-05081
Appendix C
Laboratory Analytical Reports
#=CL#
May 05, 2015
LIMS USE: FR - JAKE DALBEC
LIMS OBJECT ID: 10303128
10303128
Project:
Pace Project No.:
RE:
Jake Dalbec
American Engineering Testing
550 Cleveland Avenue North
Saint Paul, MN 55114
03-05081 UMore Groundwater
Dear Jake Dalbec:
Enclosed are the analytical results for sample(s) received by the laboratory on April 17, 2015. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Some analyses have been subcontracted outside of the Pace Network. The subcontracted
laboratory report has been attached.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kabor Xiong
kabor.xiong@pacelabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 1 of 115
AET Project No. 03-05081 Page C1 of 210
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Minnesota Certification IDs
1700 Elm Street SE Suite 200, Minneapolis, MN 55414
A2LA Certification #: 2926.01
Alaska Certification #: UST-078
Alaska Certification #MN00064
Alabama Certification #40770
Arizona Certification #: AZ-0014
Arkansas Certification #: 88-0680
California Certification #: 01155CA
Colorado Certification #Pace
Connecticut Certification #: PH-0256
EPA Region 8 Certification #: 8TMS-L
Florida/NELAP Certification #: E87605
Guam Certification #:14-008r
Georgia Certification #: 959
Georgia EPD #: Pace
Idaho Certification #: MN00064
Hawaii Certification #MN00064
Illinois Certification #: 200011
Indiana Certification#C-MN-01
Iowa Certification #: 368
Kansas Certification #: E-10167
Kentucky Dept of Envi. Protection - DW #90062
Kentucky Dept of Envi. Protection - WW #:90062
Louisiana DEQ Certification #: 3086
Louisiana DHH #: LA140001
Maine Certification #: 2013011
Maryland Certification #: 322
Michigan DEPH Certification #: 9909
Minnesota Certification #: 027-053-137
Mississippi Certification #: Pace
Montana Certification #: MT0092
Nevada Certification #: MN_00064
Nebraska Certification #: Pace
New Jersey Certification #: MN-002
New York Certification #: 11647
North Carolina Certification #: 530
North Carolina State Public Health #: 27700
North Dakota Certification #: R-036
Ohio EPA #: 4150
Ohio VAP Certification #: CL101
Oklahoma Certification #: 9507
Oregon Certification #: MN200001
Oregon Certification #: MN300001
Pennsylvania Certification #: 68-00563
Puerto Rico Certification
Saipan (CNMI) #:MP0003
South Carolina #:74003001
Texas Certification #: T104704192
Tennessee Certification #: 02818
Utah Certification #: MN000642013-4
Virginia DGS Certification #: 251
Virginia/VELAP Certification #: Pace
Washington Certification #: C486
West Virginia Certification #: 382
West Virginia DHHR #:9952C
Wisconsin Certification #: 999407970
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 2 of 115
AET Project No. 03-05081 Page C2 of 210
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Lab ID Sample ID Matrix Date Collected Date Received
10303128001 RMW-5S Water 04/17/15 11:21 04/17/15 20:02
10303128002 RMW-5D Water 04/17/15 12:33 04/17/15 20:02
10303128003 MW-B1-001 Water 04/17/15 14:02 04/17/15 20:02
10303128004 RMW-4S Water 04/17/15 15:36 04/17/15 20:02
10303128005 Equip Blank Water 04/17/15 16:11 04/17/15 20:02
10303128006 RMW-4D Water 04/17/15 17:17 04/17/15 20:02
10303128007 RMW-3D Water 04/17/15 18:51 04/17/15 20:02
10303128008 Duplicate Water 04/17/15 00:00 04/17/15 20:02
10303128009 Trip Blank Water 04/17/15 00:00 04/17/15 20:02
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 3 of 115
AET Project No. 03-05081 Page C3 of 210
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Lab ID Sample ID Method
Analytes
ReportedAnalysts
10303128001 RMW-5S EPA 8081B 24XV1
WI MOD DRO 2MT
EPA 6020A 10RJS
EPA 7470 1JDD
EPA 8270D 72JLR
EPA 8260 70LPM
SM 2320B 3MW
SM 2540C 1DCL
SM 9223 1DCL
SM 4500-NO3 H 1PH1
ASTM D516 1KEO
SM 4500-Cl E 1KEO
SM 4500-CN-E 1PH1
SM 4500-P E 1PH1
10303128002 RMW-5D EPA 8081B 24XV1
WI MOD DRO 2MT
EPA 6020A 10RJS
EPA 7470 1JDD
EPA 8270D 72JLR
EPA 8260 70LPM
SM 2320B 3MW
SM 2540C 1DCL
SM 9223 1DCL
SM 4500-NO3 H 1PH1
ASTM D516 1KEO
SM 4500-Cl E 1KEO
SM 4500-CN-E 1PH1
SM 4500-P E 1PH1
10303128003 MW-B1-001 EPA 8081B 24XV1
WI MOD DRO 2MT
EPA 6020A 10RJS
EPA 7470 1JDD
EPA 8270D 72JLR
EPA 8260 70LPM
SM 2320B 3MW
SM 2540C 1DCL
SM 9223 1DCL
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 4 of 115
AET Project No. 03-05081 Page C4 of 210
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Lab ID Sample ID Method
Analytes
ReportedAnalysts
SM 4500-NO3 H 1PH1
ASTM D516 1KEO
SM 4500-Cl E 1KEO
SM 4500-CN-E 1PH1
SM 4500-P E 1PH1
10303128004 RMW-4S EPA 8081B 24XV1
WI MOD DRO 2MT
EPA 6020A 10RJS
EPA 7470 1JDD
EPA 8270D 72JLR
EPA 8260 70LPM
SM 2320B 3MW
SM 2540C 1DCL
SM 9223 1DCL
SM 4500-NO3 H 1PH1
ASTM D516 1KEO
SM 4500-Cl E 1KEO
SM 4500-CN-E 1PH1
SM 4500-P E 1PH1
10303128005 Equip Blank EPA 8081B 24XV1
WI MOD DRO 2MT
EPA 6020A 10RJS
EPA 7470 1JDD
EPA 8270D 72JLR
EPA 8260 70LPM
SM 2320B 3MW
SM 2540C 1DCL
SM 9223 1DCL
SM 4500-NO3 H 1PH1
ASTM D516 1KEO
SM 4500-Cl E 1KEO
SM 4500-CN-E 1PH1
SM 4500-P E 1PH1
10303128006 RMW-4D EPA 8081B 24XV1
WI MOD DRO 2MT
EPA 6020A 10RJS
EPA 7470 1JDD
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 5 of 115
AET Project No. 03-05081 Page C5 of 210
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Lab ID Sample ID Method
Analytes
ReportedAnalysts
EPA 8270D 72JLR
EPA 8260 70LPM
SM 2320B 3MW
SM 2540C 1DCL
SM 9223 1DCL
SM 4500-NO3 H 1PH1
ASTM D516 1KEO
SM 4500-Cl E 1KEO
SM 4500-CN-E 1PH1
SM 4500-P E 1PH1
10303128007 RMW-3D EPA 8081B 24XV1
WI MOD DRO 2MT
EPA 6020A 10RJS
EPA 7470 1JDD
EPA 8270D 72JLR
EPA 8260 70LPM
SM 2320B 3MW
SM 2540C 1DCL
SM 9223 1DCL
SM 4500-NO3 H 1PH1
ASTM D516 1KEO
SM 4500-Cl E 1KEO
SM 4500-CN-E 1PH1
SM 4500-P E 1PH1
10303128008 Duplicate EPA 8081B 24XV1
WI MOD DRO 2MT
EPA 6020A 10RJS
EPA 7470 1JDD
EPA 8270D 72JLR
EPA 8260 70LPM
SM 2320B 3MW
SM 2540C 1DCL
SM 9223 1DCL
SM 4500-NO3 H 1PH1
ASTM D516 1KEO
SM 4500-Cl E 1KEO
SM 4500-CN-E 1PH1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 6 of 115
AET Project No. 03-05081 Page C6 of 210
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Lab ID Sample ID Method
Analytes
ReportedAnalysts
SM 4500-P E 1PH1
10303128009 Trip Blank EPA 8260 70LPM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 7 of 115
AET Project No. 03-05081 Page C7 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5S Lab ID: 10303128001 Collected: 04/17/15 11:21 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 35108081B GCS Pesticides
Aldrin ND ug/L 04/30/15 01:25 309-00-204/21/15 08:030.051 1
alpha-BHC ND ug/L 04/30/15 01:25 319-84-604/21/15 08:030.051 1
beta-BHC ND ug/L 04/30/15 01:25 319-85-704/21/15 08:030.051 1
delta-BHC ND ug/L 04/30/15 01:25 319-86-804/21/15 08:030.051 1
gamma-BHC (Lindane)ND ug/L 04/30/15 01:25 58-89-904/21/15 08:030.051 1
Chlordane (Technical)ND ug/L 04/30/15 01:25 57-74-904/21/15 08:030.51 1
alpha-Chlordane ND ug/L 04/30/15 01:25 5103-71-904/21/15 08:030.051 1
gamma-Chlordane ND ug/L 04/30/15 01:25 5103-74-204/21/15 08:030.051 1
4,4'-DDD ND ug/L 04/30/15 01:25 72-54-804/21/15 08:030.10 1
4,4'-DDE ND ug/L 04/30/15 01:25 72-55-904/21/15 08:030.10 1
4,4'-DDT ND ug/L 04/30/15 01:25 50-29-304/21/15 08:030.10 1
Dieldrin ND ug/L 04/30/15 01:25 60-57-104/21/15 08:030.10 1
Endosulfan I ND ug/L 04/30/15 01:25 959-98-804/21/15 08:030.051 1
Endosulfan II ND ug/L 04/30/15 01:25 33213-65-904/21/15 08:030.10 1
Endosulfan sulfate ND ug/L 04/30/15 01:25 1031-07-804/21/15 08:030.10 1
Endrin ND ug/L 04/30/15 01:25 72-20-804/21/15 08:030.10 1
Endrin aldehyde ND ug/L 04/30/15 01:25 7421-93-404/21/15 08:030.10 1
Endrin ketone ND ug/L 04/30/15 01:25 53494-70-504/21/15 08:030.10 1
Heptachlor ND ug/L 04/30/15 01:25 76-44-804/21/15 08:030.051 1
Heptachlor epoxide ND ug/L 04/30/15 01:25 1024-57-304/21/15 08:030.051 1
Methoxychlor ND ug/L 04/30/15 01:25 72-43-504/21/15 08:030.51 1
Toxaphene ND ug/L 04/30/15 01:25 8001-35-204/21/15 08:031.5 1
Surrogates
Tetrachloro-m-xylene (S)85 %.04/30/15 01:25 877-09-804/21/15 08:0359-125 1
Decachlorobiphenyl (S)114 %.04/30/15 01:25 2051-24-304/21/15 08:0330-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 04/21/15 14:2704/20/15 18:050.10 1
Surrogates
n-Triacontane (S)88 %.04/21/15 14:27 638-68-604/20/15 18:0550-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 04/23/15 20:56 7440-38-204/20/15 21:040.50 1
Beryllium, Dissolved ND ug/L 04/23/15 20:56 7440-41-704/20/15 21:040.20 1
Calcium, Dissolved 101000 ug/L 04/24/15 12:17 7440-70-2 M104/20/15 21:04400 10
Copper, Dissolved ND ug/L 04/23/15 20:56 7440-50-804/20/15 21:041.0 1
Iron, Dissolved ND ug/L 04/23/15 20:56 7439-89-604/20/15 21:0450.0 1
Lead, Dissolved ND ug/L 04/23/15 20:56 7439-92-104/20/15 21:040.10 1
Magnesium, Dissolved 31900 ug/L 04/24/15 12:17 7439-95-4 M104/20/15 21:04100 10
Potassium, Dissolved 2350 ug/L 04/23/15 20:56 7440-09-704/20/15 21:0450.0 1
Sodium, Dissolved 10400 ug/L 04/23/15 20:56 7440-23-5 M104/20/15 21:0450.0 1
Thallium, Dissolved ND ug/L 04/23/15 20:56 7440-28-004/20/15 21:040.10 1
Analytical Method: EPA 7470 Preparation Method: EPA 7470A7470 Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 04/26/15 20:40 7439-97-604/20/15 19:250.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 8 of 115
AET Project No. 03-05081 Page C8 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5S Lab ID: 10303128001 Collected: 04/17/15 11:21 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Phenol ND ug/L 04/29/15 13:41 108-95-204/20/15 12:4910.4 1
bis(2-Chloroethyl) ether ND ug/L 04/29/15 13:41 111-44-4 L204/20/15 12:4910.4 1
2-Chlorophenol ND ug/L 04/29/15 13:41 95-57-804/20/15 12:4910.4 1
1,3-Dichlorobenzene ND ug/L 04/29/15 13:41 541-73-104/20/15 12:4910.4 1
1,4-Dichlorobenzene ND ug/L 04/29/15 13:41 106-46-704/20/15 12:4910.4 1
1,2-Dichlorobenzene ND ug/L 04/29/15 13:41 95-50-104/20/15 12:4910.4 1
2-Methylphenol(o-Cresol)ND ug/L 04/29/15 13:41 95-48-704/20/15 12:4910.4 1
bis(2-Chloroisopropyl) ether ND ug/L 04/29/15 13:41 108-60-104/20/15 12:4910.4 1
3&4-Methylphenol(m&p Cresol)ND ug/L 04/29/15 13:4104/20/15 12:4920.7 1
N-Nitroso-di-n-propylamine ND ug/L 04/29/15 13:41 621-64-704/20/15 12:4910.4 1
Hexachloroethane ND ug/L 04/29/15 13:41 67-72-104/20/15 12:4910.4 1
Nitrobenzene ND ug/L 04/29/15 13:41 98-95-304/20/15 12:4910.4 1
Isophorone ND ug/L 04/29/15 13:41 78-59-104/20/15 12:4910.4 1
2-Nitrophenol ND ug/L 04/29/15 13:41 88-75-504/20/15 12:4910.4 1
2,4-Dimethylphenol ND ug/L 04/29/15 13:41 105-67-904/20/15 12:4951.8 1
bis(2-Chloroethoxy)methane ND ug/L 04/29/15 13:41 111-91-104/20/15 12:4910.4 1
2,4-Dichlorophenol ND ug/L 04/29/15 13:41 120-83-204/20/15 12:4910.4 1
1,2,4-Trichlorobenzene ND ug/L 04/29/15 13:41 120-82-104/20/15 12:4910.4 1
Naphthalene ND ug/L 04/29/15 13:41 91-20-304/20/15 12:4910.4 1
4-Chloroaniline ND ug/L 04/29/15 13:41 106-47-804/20/15 12:4951.8 1
Hexachloro-1,3-butadiene ND ug/L 04/29/15 13:41 87-68-304/20/15 12:4910.4 1
4-Chloro-3-methylphenol ND ug/L 04/29/15 13:41 59-50-704/20/15 12:4910.4 1
2-Methylnaphthalene ND ug/L 04/29/15 13:41 91-57-604/20/15 12:4910.4 1
2,4,6-Trichlorophenol ND ug/L 04/29/15 13:41 88-06-204/20/15 12:4910.4 1
2,4,5-Trichlorophenol ND ug/L 04/29/15 13:41 95-95-404/20/15 12:4910.4 1
2-Chloronaphthalene ND ug/L 04/29/15 13:41 91-58-704/20/15 12:4910.4 1
2-Nitroaniline ND ug/L 04/29/15 13:41 88-74-404/20/15 12:4910.4 1
Dimethylphthalate ND ug/L 04/29/15 13:41 131-11-304/20/15 12:4910.4 1
Acenaphthylene ND ug/L 04/29/15 13:41 208-96-804/20/15 12:4910.4 1
2,6-Dinitrotoluene ND ug/L 04/29/15 13:41 606-20-204/20/15 12:4910.4 1
3-Nitroaniline ND ug/L 04/29/15 13:41 99-09-204/20/15 12:4910.4 1
Acenaphthene ND ug/L 04/29/15 13:41 83-32-904/20/15 12:4910.4 1
2,4-Dinitrophenol ND ug/L 04/29/15 13:41 51-28-5 L204/20/15 12:4910.4 1
4-Nitrophenol ND ug/L 04/29/15 13:41 100-02-704/20/15 12:4910.4 1
Dibenzofuran ND ug/L 04/29/15 13:41 132-64-904/20/15 12:4910.4 1
2,4-Dinitrotoluene ND ug/L 04/29/15 13:41 121-14-204/20/15 12:4910.4 1
Diethylphthalate ND ug/L 04/29/15 13:41 84-66-204/20/15 12:4910.4 1
4-Chlorophenylphenyl ether ND ug/L 04/29/15 13:41 7005-72-304/20/15 12:4910.4 1
Fluorene ND ug/L 04/29/15 13:41 86-73-704/20/15 12:4910.4 1
4-Nitroaniline ND ug/L 04/29/15 13:41 100-01-604/20/15 12:4910.4 1
4,6-Dinitro-2-methylphenol ND ug/L 04/29/15 13:41 534-52-104/20/15 12:4910.4 1
N-Nitrosodiphenylamine ND ug/L 04/29/15 13:41 86-30-604/20/15 12:4910.4 1
4-Bromophenylphenyl ether ND ug/L 04/29/15 13:41 101-55-304/20/15 12:4910.4 1
Hexachlorobenzene ND ug/L 04/29/15 13:41 118-74-104/20/15 12:4910.4 1
Pentachlorophenol ND ug/L 04/29/15 13:41 87-86-504/20/15 12:4920.7 1
Phenanthrene ND ug/L 04/29/15 13:41 85-01-804/20/15 12:4910.4 1
Anthracene ND ug/L 04/29/15 13:41 120-12-704/20/15 12:4910.4 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
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Page 9 of 115
AET Project No. 03-05081 Page C9 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5S Lab ID: 10303128001 Collected: 04/17/15 11:21 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Di-n-butylphthalate ND ug/L 04/29/15 13:41 84-74-204/20/15 12:4910.4 1
Fluoranthene ND ug/L 04/29/15 13:41 206-44-004/20/15 12:4910.4 1
Pyrene ND ug/L 04/29/15 13:41 129-00-004/20/15 12:4910.4 1
Butylbenzylphthalate ND ug/L 04/29/15 13:41 85-68-704/20/15 12:4910.4 1
3,3'-Dichlorobenzidine ND ug/L 04/29/15 13:41 91-94-104/20/15 12:4951.8 1
Benzo(a)anthracene ND ug/L 04/29/15 13:41 56-55-304/20/15 12:4910.4 1
Chrysene ND ug/L 04/29/15 13:41 218-01-904/20/15 12:4910.4 1
bis(2-Ethylhexyl)phthalate ND ug/L 04/29/15 13:41 117-81-704/20/15 12:4910.4 1
Di-n-octylphthalate ND ug/L 04/29/15 13:41 117-84-004/20/15 12:4910.4 1
Benzo(b)fluoranthene ND ug/L 04/29/15 13:41 205-99-204/20/15 12:4910.4 1
Benzo(k)fluoranthene ND ug/L 04/29/15 13:41 207-08-904/20/15 12:4910.4 1
Benzo(a)pyrene ND ug/L 04/29/15 13:41 50-32-804/20/15 12:4910.4 1
Indeno(1,2,3-cd)pyrene ND ug/L 04/29/15 13:41 193-39-504/20/15 12:4910.4 1
Dibenz(a,h)anthracene ND ug/L 04/29/15 13:41 53-70-304/20/15 12:4910.4 1
Benzo(g,h,i)perylene ND ug/L 04/29/15 13:41 191-24-204/20/15 12:4910.4 1
N-Nitrosodimethylamine ND ug/L 04/29/15 13:41 62-75-904/20/15 12:4910.4 1
1,2-Diphenylhydrazine ND ug/L 04/29/15 13:41 122-66-704/20/15 12:4910.4 1
Carbazole ND ug/L 04/29/15 13:41 86-74-804/20/15 12:4910.4 1
1-Methylnaphthalene ND ug/L 04/29/15 13:41 90-12-004/20/15 12:4910.4 1
Surrogates
Nitrobenzene-d5 (S)72 %.04/29/15 13:41 4165-60-004/20/15 12:4954-125 1
2-Fluorobiphenyl (S)66 %.04/29/15 13:41 321-60-804/20/15 12:4935-125 1
p-Terphenyl-d14 (S)85 %.04/29/15 13:41 1718-51-004/20/15 12:4965-125 1
Phenol-d6 (S)69 %.04/29/15 13:41 13127-88-304/20/15 12:4955-125 1
2-Fluorophenol (S)67 %.04/29/15 13:41 367-12-404/20/15 12:4951-125 1
2,4,6-Tribromophenol (S)87 %.04/29/15 13:41 118-79-604/20/15 12:4961-125 1
Analytical Method: EPA 82608260 VOC
Acetone ND ug/L 04/22/15 19:15 67-64-120.0 1
Allyl chloride ND ug/L 04/22/15 19:15 107-05-14.0 1
Benzene ND ug/L 04/22/15 19:15 71-43-21.0 1
Bromobenzene ND ug/L 04/22/15 19:15 108-86-11.0 1
Bromochloromethane ND ug/L 04/22/15 19:15 74-97-51.0 1
Bromodichloromethane ND ug/L 04/22/15 19:15 75-27-41.0 1
Bromoform ND ug/L 04/22/15 19:15 75-25-2 L24.0 1
Bromomethane ND ug/L 04/22/15 19:15 74-83-94.0 1
2-Butanone (MEK)ND ug/L 04/22/15 19:15 78-93-35.0 1
n-Butylbenzene ND ug/L 04/22/15 19:15 104-51-81.0 1
sec-Butylbenzene ND ug/L 04/22/15 19:15 135-98-81.0 1
tert-Butylbenzene ND ug/L 04/22/15 19:15 98-06-61.0 1
Carbon tetrachloride ND ug/L 04/22/15 19:15 56-23-51.0 1
Chlorobenzene ND ug/L 04/22/15 19:15 108-90-71.0 1
Chloroethane ND ug/L 04/22/15 19:15 75-00-31.0 1
Chloroform ND ug/L 04/22/15 19:15 67-66-31.0 1
Chloromethane ND ug/L 04/22/15 19:15 74-87-34.0 1
2-Chlorotoluene ND ug/L 04/22/15 19:15 95-49-81.0 1
4-Chlorotoluene ND ug/L 04/22/15 19:15 106-43-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 10 of 115
AET Project No. 03-05081 Page C10 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5S Lab ID: 10303128001 Collected: 04/17/15 11:21 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
1,2-Dibromo-3-chloropropane ND ug/L 04/22/15 19:15 96-12-84.0 1
Dibromochloromethane ND ug/L 04/22/15 19:15 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 04/22/15 19:15 106-93-41.0 1
Dibromomethane ND ug/L 04/22/15 19:15 74-95-34.0 1
1,2-Dichlorobenzene ND ug/L 04/22/15 19:15 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 04/22/15 19:15 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 04/22/15 19:15 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 04/22/15 19:15 75-71-81.0 1
1,1-Dichloroethane ND ug/L 04/22/15 19:15 75-34-31.0 1
1,2-Dichloroethane ND ug/L 04/22/15 19:15 107-06-21.0 1
1,1-Dichloroethene ND ug/L 04/22/15 19:15 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 04/22/15 19:15 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 04/22/15 19:15 156-60-51.0 1
Dichlorofluoromethane ND ug/L 04/22/15 19:15 75-43-41.0 1
1,2-Dichloropropane ND ug/L 04/22/15 19:15 78-87-54.0 1
1,3-Dichloropropane ND ug/L 04/22/15 19:15 142-28-91.0 1
2,2-Dichloropropane ND ug/L 04/22/15 19:15 594-20-74.0 1
1,1-Dichloropropene ND ug/L 04/22/15 19:15 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 04/22/15 19:15 10061-01-54.0 1
trans-1,3-Dichloropropene ND ug/L 04/22/15 19:15 10061-02-64.0 1
Diethyl ether (Ethyl ether)ND ug/L 04/22/15 19:15 60-29-710.0 1
Ethylbenzene ND ug/L 04/22/15 19:15 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 04/22/15 19:15 87-68-31.0 1
Isopropylbenzene (Cumene)ND ug/L 04/22/15 19:15 98-82-81.0 1
p-Isopropyltoluene ND ug/L 04/22/15 19:15 99-87-61.0 1
Methylene Chloride ND ug/L 04/22/15 19:15 75-09-24.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 04/22/15 19:15 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 04/22/15 19:15 1634-04-41.0 1
Naphthalene ND ug/L 04/22/15 19:15 91-20-34.0 1
n-Propylbenzene ND ug/L 04/22/15 19:15 103-65-11.0 1
Styrene ND ug/L 04/22/15 19:15 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 04/22/15 19:15 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 04/22/15 19:15 79-34-51.0 1
Tetrachloroethene ND ug/L 04/22/15 19:15 127-18-41.0 1
Tetrahydrofuran ND ug/L 04/22/15 19:15 109-99-910.0 1
Toluene ND ug/L 04/22/15 19:15 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 04/22/15 19:15 87-61-61.0 1
1,2,4-Trichlorobenzene ND ug/L 04/22/15 19:15 120-82-11.0 1
1,1,1-Trichloroethane ND ug/L 04/22/15 19:15 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 04/22/15 19:15 79-00-51.0 1
Trichloroethene ND ug/L 04/22/15 19:15 79-01-60.40 1
Trichlorofluoromethane ND ug/L 04/22/15 19:15 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 04/22/15 19:15 96-18-44.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 04/22/15 19:15 76-13-11.0 1
1,2,4-Trimethylbenzene ND ug/L 04/22/15 19:15 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 04/22/15 19:15 108-67-81.0 1
Vinyl chloride ND ug/L 04/22/15 19:15 75-01-40.40 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 11 of 115
AET Project No. 03-05081 Page C11 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5S Lab ID: 10303128001 Collected: 04/17/15 11:21 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Xylene (Total)ND ug/L 04/22/15 19:15 1330-20-73.0 1
Surrogates
1,2-Dichloroethane-d4 (S)93 %.04/22/15 19:15 17060-07-075-125 1
Toluene-d8 (S)98 %.04/22/15 19:15 2037-26-575-125 1
4-Bromofluorobenzene (S)96 %.04/22/15 19:15 460-00-475-125 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 292 mg/L 04/27/15 13:475.0 1
Alkalinity,Bicarbonate (CaCO3)292 mg/L 04/27/15 13:475.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 04/27/15 13:475.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 419 mg/L 04/24/15 14:0010.0 1
Analytical Method: SM 9223 Preparation Method: SM 9223MBIO Total Coliform
Total Coliforms Present 04/19/15 13:43 u504/18/15 12:001.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 12.0 mg/L 04/24/15 17:390.50 5
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 15.5 mg/L 04/24/15 08:52 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 33.7 mg/L 04/29/15 11:19 16887-00-62.0 2
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 04/28/15 13:40 57-12-504/28/15 08:5310.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 04/27/15 15:59 7723-14-004/27/15 12:000.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 12 of 115
AET Project No. 03-05081 Page C12 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5D Lab ID: 10303128002 Collected: 04/17/15 12:33 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 35108081B GCS Pesticides
Aldrin ND ug/L 04/30/15 01:43 309-00-204/21/15 08:030.051 1
alpha-BHC ND ug/L 04/30/15 01:43 319-84-604/21/15 08:030.051 1
beta-BHC ND ug/L 04/30/15 01:43 319-85-704/21/15 08:030.051 1
delta-BHC ND ug/L 04/30/15 01:43 319-86-804/21/15 08:030.051 1
gamma-BHC (Lindane)ND ug/L 04/30/15 01:43 58-89-904/21/15 08:030.051 1
Chlordane (Technical)ND ug/L 04/30/15 01:43 57-74-904/21/15 08:030.51 1
alpha-Chlordane ND ug/L 04/30/15 01:43 5103-71-904/21/15 08:030.051 1
gamma-Chlordane ND ug/L 04/30/15 01:43 5103-74-204/21/15 08:030.051 1
4,4'-DDD ND ug/L 04/30/15 01:43 72-54-804/21/15 08:030.10 1
4,4'-DDE ND ug/L 04/30/15 01:43 72-55-904/21/15 08:030.10 1
4,4'-DDT ND ug/L 04/30/15 01:43 50-29-304/21/15 08:030.10 1
Dieldrin ND ug/L 04/30/15 01:43 60-57-104/21/15 08:030.10 1
Endosulfan I ND ug/L 04/30/15 01:43 959-98-804/21/15 08:030.051 1
Endosulfan II ND ug/L 04/30/15 01:43 33213-65-904/21/15 08:030.10 1
Endosulfan sulfate ND ug/L 04/30/15 01:43 1031-07-804/21/15 08:030.10 1
Endrin ND ug/L 04/30/15 01:43 72-20-804/21/15 08:030.10 1
Endrin aldehyde ND ug/L 04/30/15 01:43 7421-93-404/21/15 08:030.10 1
Endrin ketone ND ug/L 04/30/15 01:43 53494-70-504/21/15 08:030.10 1
Heptachlor ND ug/L 04/30/15 01:43 76-44-804/21/15 08:030.051 1
Heptachlor epoxide ND ug/L 04/30/15 01:43 1024-57-304/21/15 08:030.051 1
Methoxychlor ND ug/L 04/30/15 01:43 72-43-504/21/15 08:030.51 1
Toxaphene ND ug/L 04/30/15 01:43 8001-35-204/21/15 08:031.5 1
Surrogates
Tetrachloro-m-xylene (S)82 %.04/30/15 01:43 877-09-804/21/15 08:0359-125 1
Decachlorobiphenyl (S)100 %.04/30/15 01:43 2051-24-304/21/15 08:0330-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 04/21/15 14:3304/20/15 18:050.10 1
Surrogates
n-Triacontane (S)103 %.04/21/15 14:33 638-68-604/20/15 18:0550-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 04/24/15 12:41 7440-38-204/20/15 21:040.50 1
Beryllium, Dissolved ND ug/L 04/24/15 12:41 7440-41-704/20/15 21:040.20 1
Calcium, Dissolved 72800 ug/L 04/23/15 20:17 7440-70-204/20/15 21:04200 5
Copper, Dissolved ND ug/L 04/24/15 12:41 7440-50-804/20/15 21:041.0 1
Iron, Dissolved ND ug/L 04/24/15 12:41 7439-89-604/20/15 21:0450.0 1
Lead, Dissolved ND ug/L 04/24/15 12:41 7439-92-104/20/15 21:040.10 1
Magnesium, Dissolved 9680 ug/L 04/23/15 20:12 7439-95-404/20/15 21:0410.0 1
Potassium, Dissolved 2520 ug/L 04/24/15 12:41 7440-09-704/20/15 21:0450.0 1
Sodium, Dissolved 15400 ug/L 04/24/15 12:41 7440-23-504/20/15 21:0450.0 1
Thallium, Dissolved ND ug/L 04/24/15 12:41 7440-28-004/20/15 21:040.10 1
Analytical Method: EPA 7470 Preparation Method: EPA 7470A7470 Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 04/26/15 20:43 7439-97-604/20/15 19:250.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 13 of 115
AET Project No. 03-05081 Page C13 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5D Lab ID: 10303128002 Collected: 04/17/15 12:33 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Phenol ND ug/L 04/29/15 14:11 108-95-204/20/15 12:4910.1 1
bis(2-Chloroethyl) ether ND ug/L 04/29/15 14:11 111-44-4 L204/20/15 12:4910.1 1
2-Chlorophenol ND ug/L 04/29/15 14:11 95-57-804/20/15 12:4910.1 1
1,3-Dichlorobenzene ND ug/L 04/29/15 14:11 541-73-104/20/15 12:4910.1 1
1,4-Dichlorobenzene ND ug/L 04/29/15 14:11 106-46-704/20/15 12:4910.1 1
1,2-Dichlorobenzene ND ug/L 04/29/15 14:11 95-50-104/20/15 12:4910.1 1
2-Methylphenol(o-Cresol)ND ug/L 04/29/15 14:11 95-48-704/20/15 12:4910.1 1
bis(2-Chloroisopropyl) ether ND ug/L 04/29/15 14:11 108-60-104/20/15 12:4910.1 1
3&4-Methylphenol(m&p Cresol)ND ug/L 04/29/15 14:1104/20/15 12:4920.2 1
N-Nitroso-di-n-propylamine ND ug/L 04/29/15 14:11 621-64-704/20/15 12:4910.1 1
Hexachloroethane ND ug/L 04/29/15 14:11 67-72-104/20/15 12:4910.1 1
Nitrobenzene ND ug/L 04/29/15 14:11 98-95-304/20/15 12:4910.1 1
Isophorone ND ug/L 04/29/15 14:11 78-59-104/20/15 12:4910.1 1
2-Nitrophenol ND ug/L 04/29/15 14:11 88-75-504/20/15 12:4910.1 1
2,4-Dimethylphenol ND ug/L 04/29/15 14:11 105-67-904/20/15 12:4950.5 1
bis(2-Chloroethoxy)methane ND ug/L 04/29/15 14:11 111-91-104/20/15 12:4910.1 1
2,4-Dichlorophenol ND ug/L 04/29/15 14:11 120-83-204/20/15 12:4910.1 1
1,2,4-Trichlorobenzene ND ug/L 04/29/15 14:11 120-82-104/20/15 12:4910.1 1
Naphthalene ND ug/L 04/29/15 14:11 91-20-304/20/15 12:4910.1 1
4-Chloroaniline ND ug/L 04/29/15 14:11 106-47-804/20/15 12:4950.5 1
Hexachloro-1,3-butadiene ND ug/L 04/29/15 14:11 87-68-304/20/15 12:4910.1 1
4-Chloro-3-methylphenol ND ug/L 04/29/15 14:11 59-50-704/20/15 12:4910.1 1
2-Methylnaphthalene ND ug/L 04/29/15 14:11 91-57-604/20/15 12:4910.1 1
2,4,6-Trichlorophenol ND ug/L 04/29/15 14:11 88-06-204/20/15 12:4910.1 1
2,4,5-Trichlorophenol ND ug/L 04/29/15 14:11 95-95-404/20/15 12:4910.1 1
2-Chloronaphthalene ND ug/L 04/29/15 14:11 91-58-704/20/15 12:4910.1 1
2-Nitroaniline ND ug/L 04/29/15 14:11 88-74-404/20/15 12:4910.1 1
Dimethylphthalate ND ug/L 04/29/15 14:11 131-11-304/20/15 12:4910.1 1
Acenaphthylene ND ug/L 04/29/15 14:11 208-96-804/20/15 12:4910.1 1
2,6-Dinitrotoluene ND ug/L 04/29/15 14:11 606-20-204/20/15 12:4910.1 1
3-Nitroaniline ND ug/L 04/29/15 14:11 99-09-204/20/15 12:4910.1 1
Acenaphthene ND ug/L 04/29/15 14:11 83-32-904/20/15 12:4910.1 1
2,4-Dinitrophenol ND ug/L 04/29/15 14:11 51-28-5 L204/20/15 12:4910.1 1
4-Nitrophenol ND ug/L 04/29/15 14:11 100-02-704/20/15 12:4910.1 1
Dibenzofuran ND ug/L 04/29/15 14:11 132-64-904/20/15 12:4910.1 1
2,4-Dinitrotoluene ND ug/L 04/29/15 14:11 121-14-204/20/15 12:4910.1 1
Diethylphthalate ND ug/L 04/29/15 14:11 84-66-204/20/15 12:4910.1 1
4-Chlorophenylphenyl ether ND ug/L 04/29/15 14:11 7005-72-304/20/15 12:4910.1 1
Fluorene ND ug/L 04/29/15 14:11 86-73-704/20/15 12:4910.1 1
4-Nitroaniline ND ug/L 04/29/15 14:11 100-01-604/20/15 12:4910.1 1
4,6-Dinitro-2-methylphenol ND ug/L 04/29/15 14:11 534-52-104/20/15 12:4910.1 1
N-Nitrosodiphenylamine ND ug/L 04/29/15 14:11 86-30-604/20/15 12:4910.1 1
4-Bromophenylphenyl ether ND ug/L 04/29/15 14:11 101-55-304/20/15 12:4910.1 1
Hexachlorobenzene ND ug/L 04/29/15 14:11 118-74-104/20/15 12:4910.1 1
Pentachlorophenol ND ug/L 04/29/15 14:11 87-86-504/20/15 12:4920.2 1
Phenanthrene ND ug/L 04/29/15 14:11 85-01-804/20/15 12:4910.1 1
Anthracene ND ug/L 04/29/15 14:11 120-12-704/20/15 12:4910.1 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
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Page 14 of 115
AET Project No. 03-05081 Page C14 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5D Lab ID: 10303128002 Collected: 04/17/15 12:33 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Di-n-butylphthalate ND ug/L 04/29/15 14:11 84-74-204/20/15 12:4910.1 1
Fluoranthene ND ug/L 04/29/15 14:11 206-44-004/20/15 12:4910.1 1
Pyrene ND ug/L 04/29/15 14:11 129-00-004/20/15 12:4910.1 1
Butylbenzylphthalate ND ug/L 04/29/15 14:11 85-68-704/20/15 12:4910.1 1
3,3'-Dichlorobenzidine ND ug/L 04/29/15 14:11 91-94-104/20/15 12:4950.5 1
Benzo(a)anthracene ND ug/L 04/29/15 14:11 56-55-304/20/15 12:4910.1 1
Chrysene ND ug/L 04/29/15 14:11 218-01-904/20/15 12:4910.1 1
bis(2-Ethylhexyl)phthalate ND ug/L 04/29/15 14:11 117-81-704/20/15 12:4910.1 1
Di-n-octylphthalate ND ug/L 04/29/15 14:11 117-84-004/20/15 12:4910.1 1
Benzo(b)fluoranthene ND ug/L 04/29/15 14:11 205-99-204/20/15 12:4910.1 1
Benzo(k)fluoranthene ND ug/L 04/29/15 14:11 207-08-904/20/15 12:4910.1 1
Benzo(a)pyrene ND ug/L 04/29/15 14:11 50-32-804/20/15 12:4910.1 1
Indeno(1,2,3-cd)pyrene ND ug/L 04/29/15 14:11 193-39-504/20/15 12:4910.1 1
Dibenz(a,h)anthracene ND ug/L 04/29/15 14:11 53-70-304/20/15 12:4910.1 1
Benzo(g,h,i)perylene ND ug/L 04/29/15 14:11 191-24-204/20/15 12:4910.1 1
N-Nitrosodimethylamine ND ug/L 04/29/15 14:11 62-75-904/20/15 12:4910.1 1
1,2-Diphenylhydrazine ND ug/L 04/29/15 14:11 122-66-704/20/15 12:4910.1 1
Carbazole ND ug/L 04/29/15 14:11 86-74-804/20/15 12:4910.1 1
1-Methylnaphthalene ND ug/L 04/29/15 14:11 90-12-004/20/15 12:4910.1 1
Surrogates
Nitrobenzene-d5 (S)67 %.04/29/15 14:11 4165-60-004/20/15 12:4954-125 1
2-Fluorobiphenyl (S)68 %.04/29/15 14:11 321-60-804/20/15 12:4935-125 1
p-Terphenyl-d14 (S)83 %.04/29/15 14:11 1718-51-004/20/15 12:4965-125 1
Phenol-d6 (S)65 %.04/29/15 14:11 13127-88-304/20/15 12:4955-125 1
2-Fluorophenol (S)61 %.04/29/15 14:11 367-12-404/20/15 12:4951-125 1
2,4,6-Tribromophenol (S)87 %.04/29/15 14:11 118-79-604/20/15 12:4961-125 1
Analytical Method: EPA 82608260 VOC
Acetone ND ug/L 04/22/15 19:29 67-64-120.0 1
Allyl chloride ND ug/L 04/22/15 19:29 107-05-14.0 1
Benzene ND ug/L 04/22/15 19:29 71-43-21.0 1
Bromobenzene ND ug/L 04/22/15 19:29 108-86-11.0 1
Bromochloromethane ND ug/L 04/22/15 19:29 74-97-51.0 1
Bromodichloromethane ND ug/L 04/22/15 19:29 75-27-41.0 1
Bromoform ND ug/L 04/22/15 19:29 75-25-2 L24.0 1
Bromomethane ND ug/L 04/22/15 19:29 74-83-94.0 1
2-Butanone (MEK)ND ug/L 04/22/15 19:29 78-93-35.0 1
n-Butylbenzene ND ug/L 04/22/15 19:29 104-51-81.0 1
sec-Butylbenzene ND ug/L 04/22/15 19:29 135-98-81.0 1
tert-Butylbenzene ND ug/L 04/22/15 19:29 98-06-61.0 1
Carbon tetrachloride ND ug/L 04/22/15 19:29 56-23-51.0 1
Chlorobenzene ND ug/L 04/22/15 19:29 108-90-71.0 1
Chloroethane ND ug/L 04/22/15 19:29 75-00-31.0 1
Chloroform ND ug/L 04/22/15 19:29 67-66-31.0 1
Chloromethane ND ug/L 04/22/15 19:29 74-87-34.0 1
2-Chlorotoluene ND ug/L 04/22/15 19:29 95-49-81.0 1
4-Chlorotoluene ND ug/L 04/22/15 19:29 106-43-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
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Minneapolis, MN 55414
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Page 15 of 115
AET Project No. 03-05081 Page C15 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5D Lab ID: 10303128002 Collected: 04/17/15 12:33 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
1,2-Dibromo-3-chloropropane ND ug/L 04/22/15 19:29 96-12-84.0 1
Dibromochloromethane ND ug/L 04/22/15 19:29 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 04/22/15 19:29 106-93-41.0 1
Dibromomethane ND ug/L 04/22/15 19:29 74-95-34.0 1
1,2-Dichlorobenzene ND ug/L 04/22/15 19:29 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 04/22/15 19:29 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 04/22/15 19:29 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 04/22/15 19:29 75-71-81.0 1
1,1-Dichloroethane ND ug/L 04/22/15 19:29 75-34-31.0 1
1,2-Dichloroethane ND ug/L 04/22/15 19:29 107-06-21.0 1
1,1-Dichloroethene ND ug/L 04/22/15 19:29 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 04/22/15 19:29 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 04/22/15 19:29 156-60-51.0 1
Dichlorofluoromethane ND ug/L 04/22/15 19:29 75-43-41.0 1
1,2-Dichloropropane ND ug/L 04/22/15 19:29 78-87-54.0 1
1,3-Dichloropropane ND ug/L 04/22/15 19:29 142-28-91.0 1
2,2-Dichloropropane ND ug/L 04/22/15 19:29 594-20-74.0 1
1,1-Dichloropropene ND ug/L 04/22/15 19:29 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 04/22/15 19:29 10061-01-54.0 1
trans-1,3-Dichloropropene ND ug/L 04/22/15 19:29 10061-02-64.0 1
Diethyl ether (Ethyl ether)ND ug/L 04/22/15 19:29 60-29-710.0 1
Ethylbenzene ND ug/L 04/22/15 19:29 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 04/22/15 19:29 87-68-31.0 1
Isopropylbenzene (Cumene)ND ug/L 04/22/15 19:29 98-82-81.0 1
p-Isopropyltoluene ND ug/L 04/22/15 19:29 99-87-61.0 1
Methylene Chloride ND ug/L 04/22/15 19:29 75-09-24.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 04/22/15 19:29 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 04/22/15 19:29 1634-04-41.0 1
Naphthalene ND ug/L 04/22/15 19:29 91-20-34.0 1
n-Propylbenzene ND ug/L 04/22/15 19:29 103-65-11.0 1
Styrene ND ug/L 04/22/15 19:29 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 04/22/15 19:29 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 04/22/15 19:29 79-34-51.0 1
Tetrachloroethene ND ug/L 04/22/15 19:29 127-18-41.0 1
Tetrahydrofuran ND ug/L 04/22/15 19:29 109-99-910.0 1
Toluene ND ug/L 04/22/15 19:29 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 04/22/15 19:29 87-61-61.0 1
1,2,4-Trichlorobenzene ND ug/L 04/22/15 19:29 120-82-11.0 1
1,1,1-Trichloroethane ND ug/L 04/22/15 19:29 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 04/22/15 19:29 79-00-51.0 1
Trichloroethene ND ug/L 04/22/15 19:29 79-01-60.40 1
Trichlorofluoromethane ND ug/L 04/22/15 19:29 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 04/22/15 19:29 96-18-44.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 04/22/15 19:29 76-13-11.0 1
1,2,4-Trimethylbenzene ND ug/L 04/22/15 19:29 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 04/22/15 19:29 108-67-81.0 1
Vinyl chloride ND ug/L 04/22/15 19:29 75-01-40.40 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 16 of 115
AET Project No. 03-05081 Page C16 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-5D Lab ID: 10303128002 Collected: 04/17/15 12:33 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Xylene (Total)ND ug/L 04/22/15 19:29 1330-20-73.0 1
Surrogates
1,2-Dichloroethane-d4 (S)94 %.04/22/15 19:29 17060-07-075-125 1
Toluene-d8 (S)96 %.04/22/15 19:29 2037-26-575-125 1
4-Bromofluorobenzene (S)96 %.04/22/15 19:29 460-00-475-125 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 307 mg/L 04/27/15 13:515.0 1
Alkalinity,Bicarbonate (CaCO3)307 mg/L 04/27/15 13:515.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 04/27/15 13:515.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 526 mg/L 04/24/15 14:0010.0 1
Analytical Method: SM 9223 Preparation Method: SM 9223MBIO Total Coliform
Total Coliforms Absent 04/19/15 13:4304/18/15 12:001.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 5.0 mg/L 04/24/15 16:530.10 1
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 19.9 mg/L 04/24/15 08:55 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 91.3 mg/L 04/29/15 11:41 16887-00-65.0 5
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 04/28/15 13:45 57-12-504/28/15 08:5310.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 04/27/15 15:59 7723-14-004/27/15 12:000.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 17 of 115
AET Project No. 03-05081 Page C17 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: MW-B1-001 Lab ID: 10303128003 Collected: 04/17/15 14:02 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 35108081B GCS Pesticides
Aldrin ND ug/L 04/30/15 02:01 309-00-204/21/15 08:030.053 1
alpha-BHC ND ug/L 04/30/15 02:01 319-84-604/21/15 08:030.053 1
beta-BHC ND ug/L 04/30/15 02:01 319-85-704/21/15 08:030.053 1
delta-BHC ND ug/L 04/30/15 02:01 319-86-804/21/15 08:030.053 1
gamma-BHC (Lindane)ND ug/L 04/30/15 02:01 58-89-904/21/15 08:030.053 1
Chlordane (Technical)ND ug/L 04/30/15 02:01 57-74-904/21/15 08:030.53 1
alpha-Chlordane ND ug/L 04/30/15 02:01 5103-71-904/21/15 08:030.053 1
gamma-Chlordane ND ug/L 04/30/15 02:01 5103-74-204/21/15 08:030.053 1
4,4'-DDD ND ug/L 04/30/15 02:01 72-54-804/21/15 08:030.11 1
4,4'-DDE ND ug/L 04/30/15 02:01 72-55-904/21/15 08:030.11 1
4,4'-DDT ND ug/L 04/30/15 02:01 50-29-304/21/15 08:030.11 1
Dieldrin ND ug/L 04/30/15 02:01 60-57-104/21/15 08:030.11 1
Endosulfan I ND ug/L 04/30/15 02:01 959-98-804/21/15 08:030.053 1
Endosulfan II ND ug/L 04/30/15 02:01 33213-65-904/21/15 08:030.11 1
Endosulfan sulfate ND ug/L 04/30/15 02:01 1031-07-804/21/15 08:030.11 1
Endrin ND ug/L 04/30/15 02:01 72-20-804/21/15 08:030.11 1
Endrin aldehyde ND ug/L 04/30/15 02:01 7421-93-404/21/15 08:030.11 1
Endrin ketone ND ug/L 04/30/15 02:01 53494-70-504/21/15 08:030.11 1
Heptachlor ND ug/L 04/30/15 02:01 76-44-804/21/15 08:030.053 1
Heptachlor epoxide ND ug/L 04/30/15 02:01 1024-57-304/21/15 08:030.053 1
Methoxychlor ND ug/L 04/30/15 02:01 72-43-504/21/15 08:030.53 1
Toxaphene ND ug/L 04/30/15 02:01 8001-35-204/21/15 08:031.6 1
Surrogates
Tetrachloro-m-xylene (S)86 %.04/30/15 02:01 877-09-804/21/15 08:0359-125 1
Decachlorobiphenyl (S)100 %.04/30/15 02:01 2051-24-304/21/15 08:0330-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 04/21/15 14:4004/20/15 18:050.10 1
Surrogates
n-Triacontane (S)86 %.04/21/15 14:40 638-68-604/20/15 18:0550-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 04/23/15 20:22 7440-38-204/20/15 21:040.50 1
Beryllium, Dissolved ND ug/L 04/23/15 20:22 7440-41-704/20/15 21:040.20 1
Calcium, Dissolved 76000 ug/L 04/23/15 20:26 7440-70-204/20/15 21:04200 5
Copper, Dissolved ND ug/L 04/23/15 20:22 7440-50-804/20/15 21:041.0 1
Iron, Dissolved ND ug/L 04/23/15 20:22 7439-89-604/20/15 21:0450.0 1
Lead, Dissolved 0.14 ug/L 04/23/15 20:22 7439-92-104/20/15 21:040.10 1
Magnesium, Dissolved 27700 ug/L 04/23/15 20:26 7439-95-404/20/15 21:0450.0 5
Potassium, Dissolved 2310 ug/L 04/23/15 20:22 7440-09-704/20/15 21:0450.0 1
Sodium, Dissolved 5140 ug/L 04/23/15 20:22 7440-23-504/20/15 21:0450.0 1
Thallium, Dissolved ND ug/L 04/23/15 20:22 7440-28-004/20/15 21:040.10 1
Analytical Method: EPA 7470 Preparation Method: EPA 7470A7470 Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 04/26/15 20:45 7439-97-604/20/15 19:250.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
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(612)607-1700
Page 18 of 115
AET Project No. 03-05081 Page C18 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: MW-B1-001 Lab ID: 10303128003 Collected: 04/17/15 14:02 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Phenol ND ug/L 04/29/15 14:41 108-95-204/20/15 12:4910.6 1
bis(2-Chloroethyl) ether ND ug/L 04/29/15 14:41 111-44-4 L204/20/15 12:4910.6 1
2-Chlorophenol ND ug/L 04/29/15 14:41 95-57-804/20/15 12:4910.6 1
1,3-Dichlorobenzene ND ug/L 04/29/15 14:41 541-73-104/20/15 12:4910.6 1
1,4-Dichlorobenzene ND ug/L 04/29/15 14:41 106-46-704/20/15 12:4910.6 1
1,2-Dichlorobenzene ND ug/L 04/29/15 14:41 95-50-104/20/15 12:4910.6 1
2-Methylphenol(o-Cresol)ND ug/L 04/29/15 14:41 95-48-704/20/15 12:4910.6 1
bis(2-Chloroisopropyl) ether ND ug/L 04/29/15 14:41 108-60-104/20/15 12:4910.6 1
3&4-Methylphenol(m&p Cresol)ND ug/L 04/29/15 14:4104/20/15 12:4921.3 1
N-Nitroso-di-n-propylamine ND ug/L 04/29/15 14:41 621-64-704/20/15 12:4910.6 1
Hexachloroethane ND ug/L 04/29/15 14:41 67-72-104/20/15 12:4910.6 1
Nitrobenzene ND ug/L 04/29/15 14:41 98-95-304/20/15 12:4910.6 1
Isophorone ND ug/L 04/29/15 14:41 78-59-104/20/15 12:4910.6 1
2-Nitrophenol ND ug/L 04/29/15 14:41 88-75-504/20/15 12:4910.6 1
2,4-Dimethylphenol ND ug/L 04/29/15 14:41 105-67-904/20/15 12:4953.2 1
bis(2-Chloroethoxy)methane ND ug/L 04/29/15 14:41 111-91-104/20/15 12:4910.6 1
2,4-Dichlorophenol ND ug/L 04/29/15 14:41 120-83-204/20/15 12:4910.6 1
1,2,4-Trichlorobenzene ND ug/L 04/29/15 14:41 120-82-104/20/15 12:4910.6 1
Naphthalene ND ug/L 04/29/15 14:41 91-20-304/20/15 12:4910.6 1
4-Chloroaniline ND ug/L 04/29/15 14:41 106-47-804/20/15 12:4953.2 1
Hexachloro-1,3-butadiene ND ug/L 04/29/15 14:41 87-68-304/20/15 12:4910.6 1
4-Chloro-3-methylphenol ND ug/L 04/29/15 14:41 59-50-704/20/15 12:4910.6 1
2-Methylnaphthalene ND ug/L 04/29/15 14:41 91-57-604/20/15 12:4910.6 1
2,4,6-Trichlorophenol ND ug/L 04/29/15 14:41 88-06-204/20/15 12:4910.6 1
2,4,5-Trichlorophenol ND ug/L 04/29/15 14:41 95-95-404/20/15 12:4910.6 1
2-Chloronaphthalene ND ug/L 04/29/15 14:41 91-58-704/20/15 12:4910.6 1
2-Nitroaniline ND ug/L 04/29/15 14:41 88-74-404/20/15 12:4910.6 1
Dimethylphthalate ND ug/L 04/29/15 14:41 131-11-304/20/15 12:4910.6 1
Acenaphthylene ND ug/L 04/29/15 14:41 208-96-804/20/15 12:4910.6 1
2,6-Dinitrotoluene ND ug/L 04/29/15 14:41 606-20-204/20/15 12:4910.6 1
3-Nitroaniline ND ug/L 04/29/15 14:41 99-09-204/20/15 12:4910.6 1
Acenaphthene ND ug/L 04/29/15 14:41 83-32-904/20/15 12:4910.6 1
2,4-Dinitrophenol ND ug/L 04/29/15 14:41 51-28-5 L204/20/15 12:4910.6 1
4-Nitrophenol ND ug/L 04/29/15 14:41 100-02-704/20/15 12:4910.6 1
Dibenzofuran ND ug/L 04/29/15 14:41 132-64-904/20/15 12:4910.6 1
2,4-Dinitrotoluene ND ug/L 04/29/15 14:41 121-14-204/20/15 12:4910.6 1
Diethylphthalate ND ug/L 04/29/15 14:41 84-66-204/20/15 12:4910.6 1
4-Chlorophenylphenyl ether ND ug/L 04/29/15 14:41 7005-72-304/20/15 12:4910.6 1
Fluorene ND ug/L 04/29/15 14:41 86-73-704/20/15 12:4910.6 1
4-Nitroaniline ND ug/L 04/29/15 14:41 100-01-604/20/15 12:4910.6 1
4,6-Dinitro-2-methylphenol ND ug/L 04/29/15 14:41 534-52-104/20/15 12:4910.6 1
N-Nitrosodiphenylamine ND ug/L 04/29/15 14:41 86-30-604/20/15 12:4910.6 1
4-Bromophenylphenyl ether ND ug/L 04/29/15 14:41 101-55-304/20/15 12:4910.6 1
Hexachlorobenzene ND ug/L 04/29/15 14:41 118-74-104/20/15 12:4910.6 1
Pentachlorophenol ND ug/L 04/29/15 14:41 87-86-504/20/15 12:4921.3 1
Phenanthrene ND ug/L 04/29/15 14:41 85-01-804/20/15 12:4910.6 1
Anthracene ND ug/L 04/29/15 14:41 120-12-704/20/15 12:4910.6 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
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Page 19 of 115
AET Project No. 03-05081 Page C19 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: MW-B1-001 Lab ID: 10303128003 Collected: 04/17/15 14:02 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Di-n-butylphthalate ND ug/L 04/29/15 14:41 84-74-204/20/15 12:4910.6 1
Fluoranthene ND ug/L 04/29/15 14:41 206-44-004/20/15 12:4910.6 1
Pyrene ND ug/L 04/29/15 14:41 129-00-004/20/15 12:4910.6 1
Butylbenzylphthalate ND ug/L 04/29/15 14:41 85-68-704/20/15 12:4910.6 1
3,3'-Dichlorobenzidine ND ug/L 04/29/15 14:41 91-94-104/20/15 12:4953.2 1
Benzo(a)anthracene ND ug/L 04/29/15 14:41 56-55-304/20/15 12:4910.6 1
Chrysene ND ug/L 04/29/15 14:41 218-01-904/20/15 12:4910.6 1
bis(2-Ethylhexyl)phthalate 22.3 ug/L 04/29/15 14:41 117-81-704/20/15 12:4910.6 1
Di-n-octylphthalate ND ug/L 04/29/15 14:41 117-84-004/20/15 12:4910.6 1
Benzo(b)fluoranthene ND ug/L 04/29/15 14:41 205-99-204/20/15 12:4910.6 1
Benzo(k)fluoranthene ND ug/L 04/29/15 14:41 207-08-904/20/15 12:4910.6 1
Benzo(a)pyrene ND ug/L 04/29/15 14:41 50-32-804/20/15 12:4910.6 1
Indeno(1,2,3-cd)pyrene ND ug/L 04/29/15 14:41 193-39-504/20/15 12:4910.6 1
Dibenz(a,h)anthracene ND ug/L 04/29/15 14:41 53-70-304/20/15 12:4910.6 1
Benzo(g,h,i)perylene ND ug/L 04/29/15 14:41 191-24-204/20/15 12:4910.6 1
N-Nitrosodimethylamine ND ug/L 04/29/15 14:41 62-75-904/20/15 12:4910.6 1
1,2-Diphenylhydrazine ND ug/L 04/29/15 14:41 122-66-704/20/15 12:4910.6 1
Carbazole ND ug/L 04/29/15 14:41 86-74-804/20/15 12:4910.6 1
1-Methylnaphthalene ND ug/L 04/29/15 14:41 90-12-004/20/15 12:4910.6 1
Surrogates
Nitrobenzene-d5 (S)73 %.04/29/15 14:41 4165-60-004/20/15 12:4954-125 1
2-Fluorobiphenyl (S)70 %.04/29/15 14:41 321-60-804/20/15 12:4935-125 1
p-Terphenyl-d14 (S)86 %.04/29/15 14:41 1718-51-004/20/15 12:4965-125 1
Phenol-d6 (S)73 %.04/29/15 14:41 13127-88-304/20/15 12:4955-125 1
2-Fluorophenol (S)69 %.04/29/15 14:41 367-12-404/20/15 12:4951-125 1
2,4,6-Tribromophenol (S)89 %.04/29/15 14:41 118-79-604/20/15 12:4961-125 1
Analytical Method: EPA 82608260 VOC
Acetone ND ug/L 04/22/15 19:44 67-64-120.0 1
Allyl chloride ND ug/L 04/22/15 19:44 107-05-14.0 1
Benzene ND ug/L 04/22/15 19:44 71-43-21.0 1
Bromobenzene ND ug/L 04/22/15 19:44 108-86-11.0 1
Bromochloromethane ND ug/L 04/22/15 19:44 74-97-51.0 1
Bromodichloromethane ND ug/L 04/22/15 19:44 75-27-41.0 1
Bromoform ND ug/L 04/22/15 19:44 75-25-2 L24.0 1
Bromomethane ND ug/L 04/22/15 19:44 74-83-94.0 1
2-Butanone (MEK)ND ug/L 04/22/15 19:44 78-93-35.0 1
n-Butylbenzene ND ug/L 04/22/15 19:44 104-51-81.0 1
sec-Butylbenzene ND ug/L 04/22/15 19:44 135-98-81.0 1
tert-Butylbenzene ND ug/L 04/22/15 19:44 98-06-61.0 1
Carbon tetrachloride ND ug/L 04/22/15 19:44 56-23-51.0 1
Chlorobenzene ND ug/L 04/22/15 19:44 108-90-71.0 1
Chloroethane ND ug/L 04/22/15 19:44 75-00-31.0 1
Chloroform ND ug/L 04/22/15 19:44 67-66-31.0 1
Chloromethane ND ug/L 04/22/15 19:44 74-87-34.0 1
2-Chlorotoluene ND ug/L 04/22/15 19:44 95-49-81.0 1
4-Chlorotoluene ND ug/L 04/22/15 19:44 106-43-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 20 of 115
AET Project No. 03-05081 Page C20 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: MW-B1-001 Lab ID: 10303128003 Collected: 04/17/15 14:02 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
1,2-Dibromo-3-chloropropane ND ug/L 04/22/15 19:44 96-12-84.0 1
Dibromochloromethane ND ug/L 04/22/15 19:44 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 04/22/15 19:44 106-93-41.0 1
Dibromomethane ND ug/L 04/22/15 19:44 74-95-34.0 1
1,2-Dichlorobenzene ND ug/L 04/22/15 19:44 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 04/22/15 19:44 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 04/22/15 19:44 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 04/22/15 19:44 75-71-81.0 1
1,1-Dichloroethane ND ug/L 04/22/15 19:44 75-34-31.0 1
1,2-Dichloroethane ND ug/L 04/22/15 19:44 107-06-21.0 1
1,1-Dichloroethene ND ug/L 04/22/15 19:44 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 04/22/15 19:44 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 04/22/15 19:44 156-60-51.0 1
Dichlorofluoromethane ND ug/L 04/22/15 19:44 75-43-41.0 1
1,2-Dichloropropane ND ug/L 04/22/15 19:44 78-87-54.0 1
1,3-Dichloropropane ND ug/L 04/22/15 19:44 142-28-91.0 1
2,2-Dichloropropane ND ug/L 04/22/15 19:44 594-20-74.0 1
1,1-Dichloropropene ND ug/L 04/22/15 19:44 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 04/22/15 19:44 10061-01-54.0 1
trans-1,3-Dichloropropene ND ug/L 04/22/15 19:44 10061-02-64.0 1
Diethyl ether (Ethyl ether)ND ug/L 04/22/15 19:44 60-29-710.0 1
Ethylbenzene ND ug/L 04/22/15 19:44 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 04/22/15 19:44 87-68-31.0 1
Isopropylbenzene (Cumene)ND ug/L 04/22/15 19:44 98-82-81.0 1
p-Isopropyltoluene ND ug/L 04/22/15 19:44 99-87-61.0 1
Methylene Chloride ND ug/L 04/22/15 19:44 75-09-24.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 04/22/15 19:44 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 04/22/15 19:44 1634-04-41.0 1
Naphthalene ND ug/L 04/22/15 19:44 91-20-34.0 1
n-Propylbenzene ND ug/L 04/22/15 19:44 103-65-11.0 1
Styrene ND ug/L 04/22/15 19:44 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 04/22/15 19:44 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 04/22/15 19:44 79-34-51.0 1
Tetrachloroethene ND ug/L 04/22/15 19:44 127-18-41.0 1
Tetrahydrofuran ND ug/L 04/22/15 19:44 109-99-910.0 1
Toluene ND ug/L 04/22/15 19:44 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 04/22/15 19:44 87-61-61.0 1
1,2,4-Trichlorobenzene ND ug/L 04/22/15 19:44 120-82-11.0 1
1,1,1-Trichloroethane ND ug/L 04/22/15 19:44 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 04/22/15 19:44 79-00-51.0 1
Trichloroethene ND ug/L 04/22/15 19:44 79-01-60.40 1
Trichlorofluoromethane ND ug/L 04/22/15 19:44 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 04/22/15 19:44 96-18-44.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 04/22/15 19:44 76-13-11.0 1
1,2,4-Trimethylbenzene ND ug/L 04/22/15 19:44 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 04/22/15 19:44 108-67-81.0 1
Vinyl chloride ND ug/L 04/22/15 19:44 75-01-40.40 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 21 of 115
AET Project No. 03-05081 Page C21 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: MW-B1-001 Lab ID: 10303128003 Collected: 04/17/15 14:02 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Xylene (Total)ND ug/L 04/22/15 19:44 1330-20-73.0 1
Surrogates
1,2-Dichloroethane-d4 (S)95 %.04/22/15 19:44 17060-07-075-125 1
Toluene-d8 (S)98 %.04/22/15 19:44 2037-26-575-125 1
4-Bromofluorobenzene (S)98 %.04/22/15 19:44 460-00-475-125 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 243 mg/L 04/27/15 13:565.0 1
Alkalinity,Bicarbonate (CaCO3)243 mg/L 04/27/15 13:565.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 04/27/15 13:565.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 396 mg/L 04/24/15 14:0010.0 1
Analytical Method: SM 9223 Preparation Method: SM 9223MBIO Total Coliform
Total Coliforms Absent 04/19/15 13:4304/18/15 12:001.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 17.3 mg/L 04/24/15 17:400.50 5
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 11.3 mg/L 04/24/15 08:55 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 16.3 mg/L 04/29/15 11:08 16887-00-61.0 1
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide 11.3 ug/L 04/28/15 13:46 57-12-504/28/15 08:5310.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 04/27/15 16:00 7723-14-004/27/15 12:000.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 22 of 115
AET Project No. 03-05081 Page C22 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4S Lab ID: 10303128004 Collected: 04/17/15 15:36 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 35108081B GCS Pesticides
Aldrin ND ug/L 04/30/15 02:20 309-00-204/21/15 08:030.051 1
alpha-BHC ND ug/L 04/30/15 02:20 319-84-604/21/15 08:030.051 1
beta-BHC ND ug/L 04/30/15 02:20 319-85-704/21/15 08:030.051 1
delta-BHC ND ug/L 04/30/15 02:20 319-86-804/21/15 08:030.051 1
gamma-BHC (Lindane)ND ug/L 04/30/15 02:20 58-89-904/21/15 08:030.051 1
Chlordane (Technical)ND ug/L 04/30/15 02:20 57-74-904/21/15 08:030.51 1
alpha-Chlordane ND ug/L 04/30/15 02:20 5103-71-904/21/15 08:030.051 1
gamma-Chlordane ND ug/L 04/30/15 02:20 5103-74-204/21/15 08:030.051 1
4,4'-DDD ND ug/L 04/30/15 02:20 72-54-804/21/15 08:030.10 1
4,4'-DDE ND ug/L 04/30/15 02:20 72-55-904/21/15 08:030.10 1
4,4'-DDT ND ug/L 04/30/15 02:20 50-29-304/21/15 08:030.10 1
Dieldrin ND ug/L 04/30/15 02:20 60-57-104/21/15 08:030.10 1
Endosulfan I ND ug/L 04/30/15 02:20 959-98-804/21/15 08:030.051 1
Endosulfan II ND ug/L 04/30/15 02:20 33213-65-904/21/15 08:030.10 1
Endosulfan sulfate ND ug/L 04/30/15 02:20 1031-07-804/21/15 08:030.10 1
Endrin ND ug/L 04/30/15 02:20 72-20-804/21/15 08:030.10 1
Endrin aldehyde ND ug/L 04/30/15 02:20 7421-93-404/21/15 08:030.10 1
Endrin ketone ND ug/L 04/30/15 02:20 53494-70-504/21/15 08:030.10 1
Heptachlor ND ug/L 04/30/15 02:20 76-44-804/21/15 08:030.051 1
Heptachlor epoxide ND ug/L 04/30/15 02:20 1024-57-304/21/15 08:030.051 1
Methoxychlor ND ug/L 04/30/15 02:20 72-43-504/21/15 08:030.51 1
Toxaphene ND ug/L 04/30/15 02:20 8001-35-204/21/15 08:031.5 1
Surrogates
Tetrachloro-m-xylene (S)88 %.04/30/15 02:20 877-09-804/21/15 08:0359-125 1
Decachlorobiphenyl (S)105 %.04/30/15 02:20 2051-24-304/21/15 08:0330-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 04/21/15 14:4704/20/15 18:050.11 1
Surrogates
n-Triacontane (S)87 %.04/21/15 14:47 638-68-604/20/15 18:0550-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 04/23/15 20:31 7440-38-204/20/15 21:040.50 1
Beryllium, Dissolved ND ug/L 04/23/15 20:31 7440-41-704/20/15 21:040.20 1
Calcium, Dissolved 74400 ug/L 04/23/15 20:36 7440-70-204/20/15 21:04200 5
Copper, Dissolved ND ug/L 04/23/15 20:31 7440-50-804/20/15 21:041.0 1
Iron, Dissolved ND ug/L 04/23/15 20:31 7439-89-604/20/15 21:0450.0 1
Lead, Dissolved ND ug/L 04/23/15 20:31 7439-92-104/20/15 21:040.10 1
Magnesium, Dissolved 25100 ug/L 04/23/15 20:36 7439-95-404/20/15 21:0450.0 5
Potassium, Dissolved 1830 ug/L 04/23/15 20:31 7440-09-704/20/15 21:0450.0 1
Sodium, Dissolved 6030 ug/L 04/23/15 20:31 7440-23-504/20/15 21:0450.0 1
Thallium, Dissolved ND ug/L 04/23/15 20:31 7440-28-004/20/15 21:040.10 1
Analytical Method: EPA 7470 Preparation Method: EPA 7470A7470 Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 04/26/15 21:02 7439-97-604/20/15 19:250.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
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Page 23 of 115
AET Project No. 03-05081 Page C23 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4S Lab ID: 10303128004 Collected: 04/17/15 15:36 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Phenol ND ug/L 04/29/15 15:11 108-95-204/20/15 12:4910.3 1
bis(2-Chloroethyl) ether ND ug/L 04/29/15 15:11 111-44-4 L204/20/15 12:4910.3 1
2-Chlorophenol ND ug/L 04/29/15 15:11 95-57-804/20/15 12:4910.3 1
1,3-Dichlorobenzene ND ug/L 04/29/15 15:11 541-73-104/20/15 12:4910.3 1
1,4-Dichlorobenzene ND ug/L 04/29/15 15:11 106-46-704/20/15 12:4910.3 1
1,2-Dichlorobenzene ND ug/L 04/29/15 15:11 95-50-104/20/15 12:4910.3 1
2-Methylphenol(o-Cresol)ND ug/L 04/29/15 15:11 95-48-704/20/15 12:4910.3 1
bis(2-Chloroisopropyl) ether ND ug/L 04/29/15 15:11 108-60-104/20/15 12:4910.3 1
3&4-Methylphenol(m&p Cresol)ND ug/L 04/29/15 15:1104/20/15 12:4920.6 1
N-Nitroso-di-n-propylamine ND ug/L 04/29/15 15:11 621-64-704/20/15 12:4910.3 1
Hexachloroethane ND ug/L 04/29/15 15:11 67-72-104/20/15 12:4910.3 1
Nitrobenzene ND ug/L 04/29/15 15:11 98-95-304/20/15 12:4910.3 1
Isophorone ND ug/L 04/29/15 15:11 78-59-104/20/15 12:4910.3 1
2-Nitrophenol ND ug/L 04/29/15 15:11 88-75-504/20/15 12:4910.3 1
2,4-Dimethylphenol ND ug/L 04/29/15 15:11 105-67-904/20/15 12:4951.5 1
bis(2-Chloroethoxy)methane ND ug/L 04/29/15 15:11 111-91-104/20/15 12:4910.3 1
2,4-Dichlorophenol ND ug/L 04/29/15 15:11 120-83-204/20/15 12:4910.3 1
1,2,4-Trichlorobenzene ND ug/L 04/29/15 15:11 120-82-104/20/15 12:4910.3 1
Naphthalene ND ug/L 04/29/15 15:11 91-20-304/20/15 12:4910.3 1
4-Chloroaniline ND ug/L 04/29/15 15:11 106-47-804/20/15 12:4951.5 1
Hexachloro-1,3-butadiene ND ug/L 04/29/15 15:11 87-68-304/20/15 12:4910.3 1
4-Chloro-3-methylphenol ND ug/L 04/29/15 15:11 59-50-704/20/15 12:4910.3 1
2-Methylnaphthalene ND ug/L 04/29/15 15:11 91-57-604/20/15 12:4910.3 1
2,4,6-Trichlorophenol ND ug/L 04/29/15 15:11 88-06-204/20/15 12:4910.3 1
2,4,5-Trichlorophenol ND ug/L 04/29/15 15:11 95-95-404/20/15 12:4910.3 1
2-Chloronaphthalene ND ug/L 04/29/15 15:11 91-58-704/20/15 12:4910.3 1
2-Nitroaniline ND ug/L 04/29/15 15:11 88-74-404/20/15 12:4910.3 1
Dimethylphthalate ND ug/L 04/29/15 15:11 131-11-304/20/15 12:4910.3 1
Acenaphthylene ND ug/L 04/29/15 15:11 208-96-804/20/15 12:4910.3 1
2,6-Dinitrotoluene ND ug/L 04/29/15 15:11 606-20-204/20/15 12:4910.3 1
3-Nitroaniline ND ug/L 04/29/15 15:11 99-09-204/20/15 12:4910.3 1
Acenaphthene ND ug/L 04/29/15 15:11 83-32-904/20/15 12:4910.3 1
2,4-Dinitrophenol ND ug/L 04/29/15 15:11 51-28-5 L204/20/15 12:4910.3 1
4-Nitrophenol ND ug/L 04/29/15 15:11 100-02-704/20/15 12:4910.3 1
Dibenzofuran ND ug/L 04/29/15 15:11 132-64-904/20/15 12:4910.3 1
2,4-Dinitrotoluene ND ug/L 04/29/15 15:11 121-14-204/20/15 12:4910.3 1
Diethylphthalate ND ug/L 04/29/15 15:11 84-66-204/20/15 12:4910.3 1
4-Chlorophenylphenyl ether ND ug/L 04/29/15 15:11 7005-72-304/20/15 12:4910.3 1
Fluorene ND ug/L 04/29/15 15:11 86-73-704/20/15 12:4910.3 1
4-Nitroaniline ND ug/L 04/29/15 15:11 100-01-604/20/15 12:4910.3 1
4,6-Dinitro-2-methylphenol ND ug/L 04/29/15 15:11 534-52-104/20/15 12:4910.3 1
N-Nitrosodiphenylamine ND ug/L 04/29/15 15:11 86-30-604/20/15 12:4910.3 1
4-Bromophenylphenyl ether ND ug/L 04/29/15 15:11 101-55-304/20/15 12:4910.3 1
Hexachlorobenzene ND ug/L 04/29/15 15:11 118-74-104/20/15 12:4910.3 1
Pentachlorophenol ND ug/L 04/29/15 15:11 87-86-504/20/15 12:4920.6 1
Phenanthrene ND ug/L 04/29/15 15:11 85-01-804/20/15 12:4910.3 1
Anthracene ND ug/L 04/29/15 15:11 120-12-704/20/15 12:4910.3 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
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Page 24 of 115
AET Project No. 03-05081 Page C24 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4S Lab ID: 10303128004 Collected: 04/17/15 15:36 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Di-n-butylphthalate ND ug/L 04/29/15 15:11 84-74-204/20/15 12:4910.3 1
Fluoranthene ND ug/L 04/29/15 15:11 206-44-004/20/15 12:4910.3 1
Pyrene ND ug/L 04/29/15 15:11 129-00-004/20/15 12:4910.3 1
Butylbenzylphthalate ND ug/L 04/29/15 15:11 85-68-704/20/15 12:4910.3 1
3,3'-Dichlorobenzidine ND ug/L 04/29/15 15:11 91-94-104/20/15 12:4951.5 1
Benzo(a)anthracene ND ug/L 04/29/15 15:11 56-55-304/20/15 12:4910.3 1
Chrysene ND ug/L 04/29/15 15:11 218-01-904/20/15 12:4910.3 1
bis(2-Ethylhexyl)phthalate 17.1 ug/L 04/29/15 15:11 117-81-704/20/15 12:4910.3 1
Di-n-octylphthalate ND ug/L 04/29/15 15:11 117-84-004/20/15 12:4910.3 1
Benzo(b)fluoranthene ND ug/L 04/29/15 15:11 205-99-204/20/15 12:4910.3 1
Benzo(k)fluoranthene ND ug/L 04/29/15 15:11 207-08-904/20/15 12:4910.3 1
Benzo(a)pyrene ND ug/L 04/29/15 15:11 50-32-804/20/15 12:4910.3 1
Indeno(1,2,3-cd)pyrene ND ug/L 04/29/15 15:11 193-39-504/20/15 12:4910.3 1
Dibenz(a,h)anthracene ND ug/L 04/29/15 15:11 53-70-304/20/15 12:4910.3 1
Benzo(g,h,i)perylene ND ug/L 04/29/15 15:11 191-24-204/20/15 12:4910.3 1
N-Nitrosodimethylamine ND ug/L 04/29/15 15:11 62-75-904/20/15 12:4910.3 1
1,2-Diphenylhydrazine ND ug/L 04/29/15 15:11 122-66-704/20/15 12:4910.3 1
Carbazole ND ug/L 04/29/15 15:11 86-74-804/20/15 12:4910.3 1
1-Methylnaphthalene ND ug/L 04/29/15 15:11 90-12-004/20/15 12:4910.3 1
Surrogates
Nitrobenzene-d5 (S)70 %.04/29/15 15:11 4165-60-004/20/15 12:4954-125 1
2-Fluorobiphenyl (S)64 %.04/29/15 15:11 321-60-804/20/15 12:4935-125 1
p-Terphenyl-d14 (S)84 %.04/29/15 15:11 1718-51-004/20/15 12:4965-125 1
Phenol-d6 (S)69 %.04/29/15 15:11 13127-88-304/20/15 12:4955-125 1
2-Fluorophenol (S)63 %.04/29/15 15:11 367-12-404/20/15 12:4951-125 1
2,4,6-Tribromophenol (S)81 %.04/29/15 15:11 118-79-604/20/15 12:4961-125 1
Analytical Method: EPA 82608260 VOC
Acetone ND ug/L 04/22/15 19:58 67-64-120.0 1
Allyl chloride ND ug/L 04/22/15 19:58 107-05-14.0 1
Benzene ND ug/L 04/22/15 19:58 71-43-21.0 1
Bromobenzene ND ug/L 04/22/15 19:58 108-86-11.0 1
Bromochloromethane ND ug/L 04/22/15 19:58 74-97-51.0 1
Bromodichloromethane ND ug/L 04/22/15 19:58 75-27-41.0 1
Bromoform ND ug/L 04/22/15 19:58 75-25-2 L24.0 1
Bromomethane ND ug/L 04/22/15 19:58 74-83-94.0 1
2-Butanone (MEK)ND ug/L 04/22/15 19:58 78-93-35.0 1
n-Butylbenzene ND ug/L 04/22/15 19:58 104-51-81.0 1
sec-Butylbenzene ND ug/L 04/22/15 19:58 135-98-81.0 1
tert-Butylbenzene ND ug/L 04/22/15 19:58 98-06-61.0 1
Carbon tetrachloride ND ug/L 04/22/15 19:58 56-23-51.0 1
Chlorobenzene ND ug/L 04/22/15 19:58 108-90-71.0 1
Chloroethane ND ug/L 04/22/15 19:58 75-00-31.0 1
Chloroform ND ug/L 04/22/15 19:58 67-66-31.0 1
Chloromethane ND ug/L 04/22/15 19:58 74-87-34.0 1
2-Chlorotoluene ND ug/L 04/22/15 19:58 95-49-81.0 1
4-Chlorotoluene ND ug/L 04/22/15 19:58 106-43-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 25 of 115
AET Project No. 03-05081 Page C25 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4S Lab ID: 10303128004 Collected: 04/17/15 15:36 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
1,2-Dibromo-3-chloropropane ND ug/L 04/22/15 19:58 96-12-84.0 1
Dibromochloromethane ND ug/L 04/22/15 19:58 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 04/22/15 19:58 106-93-41.0 1
Dibromomethane ND ug/L 04/22/15 19:58 74-95-34.0 1
1,2-Dichlorobenzene ND ug/L 04/22/15 19:58 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 04/22/15 19:58 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 04/22/15 19:58 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 04/22/15 19:58 75-71-81.0 1
1,1-Dichloroethane ND ug/L 04/22/15 19:58 75-34-31.0 1
1,2-Dichloroethane ND ug/L 04/22/15 19:58 107-06-21.0 1
1,1-Dichloroethene ND ug/L 04/22/15 19:58 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 04/22/15 19:58 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 04/22/15 19:58 156-60-51.0 1
Dichlorofluoromethane ND ug/L 04/22/15 19:58 75-43-41.0 1
1,2-Dichloropropane ND ug/L 04/22/15 19:58 78-87-54.0 1
1,3-Dichloropropane ND ug/L 04/22/15 19:58 142-28-91.0 1
2,2-Dichloropropane ND ug/L 04/22/15 19:58 594-20-74.0 1
1,1-Dichloropropene ND ug/L 04/22/15 19:58 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 04/22/15 19:58 10061-01-54.0 1
trans-1,3-Dichloropropene ND ug/L 04/22/15 19:58 10061-02-64.0 1
Diethyl ether (Ethyl ether)ND ug/L 04/22/15 19:58 60-29-710.0 1
Ethylbenzene ND ug/L 04/22/15 19:58 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 04/22/15 19:58 87-68-31.0 1
Isopropylbenzene (Cumene)ND ug/L 04/22/15 19:58 98-82-81.0 1
p-Isopropyltoluene ND ug/L 04/22/15 19:58 99-87-61.0 1
Methylene Chloride ND ug/L 04/22/15 19:58 75-09-24.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 04/22/15 19:58 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 04/22/15 19:58 1634-04-41.0 1
Naphthalene ND ug/L 04/22/15 19:58 91-20-34.0 1
n-Propylbenzene ND ug/L 04/22/15 19:58 103-65-11.0 1
Styrene ND ug/L 04/22/15 19:58 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 04/22/15 19:58 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 04/22/15 19:58 79-34-51.0 1
Tetrachloroethene ND ug/L 04/22/15 19:58 127-18-41.0 1
Tetrahydrofuran ND ug/L 04/22/15 19:58 109-99-910.0 1
Toluene ND ug/L 04/22/15 19:58 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 04/22/15 19:58 87-61-61.0 1
1,2,4-Trichlorobenzene ND ug/L 04/22/15 19:58 120-82-11.0 1
1,1,1-Trichloroethane ND ug/L 04/22/15 19:58 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 04/22/15 19:58 79-00-51.0 1
Trichloroethene ND ug/L 04/22/15 19:58 79-01-60.40 1
Trichlorofluoromethane ND ug/L 04/22/15 19:58 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 04/22/15 19:58 96-18-44.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 04/22/15 19:58 76-13-11.0 1
1,2,4-Trimethylbenzene ND ug/L 04/22/15 19:58 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 04/22/15 19:58 108-67-81.0 1
Vinyl chloride ND ug/L 04/22/15 19:58 75-01-40.40 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 26 of 115
AET Project No. 03-05081 Page C26 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4S Lab ID: 10303128004 Collected: 04/17/15 15:36 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Xylene (Total)ND ug/L 04/22/15 19:58 1330-20-73.0 1
Surrogates
1,2-Dichloroethane-d4 (S)97 %.04/22/15 19:58 17060-07-075-125 1
Toluene-d8 (S)98 %.04/22/15 19:58 2037-26-575-125 1
4-Bromofluorobenzene (S)97 %.04/22/15 19:58 460-00-475-125 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 219 mg/L 04/27/15 14:015.0 1
Alkalinity,Bicarbonate (CaCO3)219 mg/L 04/27/15 14:015.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 04/27/15 14:015.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 371 mg/L 04/24/15 14:0010.0 1
Analytical Method: SM 9223 Preparation Method: SM 9223MBIO Total Coliform
Total Coliforms Absent 04/19/15 13:4304/18/15 12:001.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 3.9 mg/L 04/24/15 16:540.10 1
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 30.3 mg/L 04/24/15 09:04 14808-79-85.0 2
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 23.1 mg/L 04/29/15 11:08 16887-00-61.0 1
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide 15.3 ug/L 04/28/15 13:48 57-12-504/28/15 08:5310.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 04/27/15 16:00 7723-14-004/27/15 12:000.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 27 of 115
AET Project No. 03-05081 Page C27 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Equip Blank Lab ID: 10303128005 Collected: 04/17/15 16:11 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 35108081B GCS Pesticides
Aldrin ND ug/L 04/30/15 02:38 309-00-204/21/15 08:030.059 1
alpha-BHC ND ug/L 04/30/15 02:38 319-84-604/21/15 08:030.059 1
beta-BHC ND ug/L 04/30/15 02:38 319-85-704/21/15 08:030.059 1
delta-BHC ND ug/L 04/30/15 02:38 319-86-804/21/15 08:030.059 1
gamma-BHC (Lindane)ND ug/L 04/30/15 02:38 58-89-904/21/15 08:030.059 1
Chlordane (Technical)ND ug/L 04/30/15 02:38 57-74-904/21/15 08:030.59 1
alpha-Chlordane ND ug/L 04/30/15 02:38 5103-71-904/21/15 08:030.059 1
gamma-Chlordane ND ug/L 04/30/15 02:38 5103-74-204/21/15 08:030.059 1
4,4'-DDD ND ug/L 04/30/15 02:38 72-54-804/21/15 08:030.12 1
4,4'-DDE ND ug/L 04/30/15 02:38 72-55-904/21/15 08:030.12 1
4,4'-DDT ND ug/L 04/30/15 02:38 50-29-304/21/15 08:030.12 1
Dieldrin ND ug/L 04/30/15 02:38 60-57-104/21/15 08:030.12 1
Endosulfan I ND ug/L 04/30/15 02:38 959-98-804/21/15 08:030.059 1
Endosulfan II ND ug/L 04/30/15 02:38 33213-65-904/21/15 08:030.12 1
Endosulfan sulfate ND ug/L 04/30/15 02:38 1031-07-804/21/15 08:030.12 1
Endrin ND ug/L 04/30/15 02:38 72-20-804/21/15 08:030.12 1
Endrin aldehyde ND ug/L 04/30/15 02:38 7421-93-404/21/15 08:030.12 1
Endrin ketone ND ug/L 04/30/15 02:38 53494-70-504/21/15 08:030.12 1
Heptachlor ND ug/L 04/30/15 02:38 76-44-804/21/15 08:030.059 1
Heptachlor epoxide ND ug/L 04/30/15 02:38 1024-57-304/21/15 08:030.059 1
Methoxychlor ND ug/L 04/30/15 02:38 72-43-504/21/15 08:030.59 1
Toxaphene ND ug/L 04/30/15 02:38 8001-35-204/21/15 08:031.8 1
Surrogates
Tetrachloro-m-xylene (S)84 %.04/30/15 02:38 877-09-804/21/15 08:0359-125 1
Decachlorobiphenyl (S)91 %.04/30/15 02:38 2051-24-304/21/15 08:0330-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 04/21/15 14:5404/20/15 18:050.11 1
Surrogates
n-Triacontane (S)85 %.04/21/15 14:54 638-68-604/20/15 18:0550-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 04/23/15 21:37 7440-38-204/20/15 21:040.50 1
Beryllium, Dissolved ND ug/L 04/23/15 21:37 7440-41-704/20/15 21:040.20 1
Calcium, Dissolved 101 ug/L 04/23/15 21:37 7440-70-204/20/15 21:0440.0 1
Copper, Dissolved ND ug/L 04/23/15 21:37 7440-50-804/20/15 21:041.0 1
Iron, Dissolved ND ug/L 04/23/15 21:37 7439-89-604/20/15 21:0450.0 1
Lead, Dissolved ND ug/L 04/23/15 21:37 7439-92-104/20/15 21:040.10 1
Magnesium, Dissolved 24.4 ug/L 04/23/15 21:37 7439-95-404/20/15 21:0410.0 1
Potassium, Dissolved ND ug/L 04/23/15 21:37 7440-09-704/20/15 21:0450.0 1
Sodium, Dissolved ND ug/L 04/23/15 21:37 7440-23-504/20/15 21:0450.0 1
Thallium, Dissolved ND ug/L 04/23/15 21:37 7440-28-004/20/15 21:040.10 1
Analytical Method: EPA 7470 Preparation Method: EPA 7470A7470 Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 04/26/15 21:04 7439-97-604/20/15 19:250.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 28 of 115
AET Project No. 03-05081 Page C28 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Equip Blank Lab ID: 10303128005 Collected: 04/17/15 16:11 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Phenol ND ug/L 04/29/15 15:41 108-95-204/20/15 12:4911.5 1
bis(2-Chloroethyl) ether ND ug/L 04/29/15 15:41 111-44-4 L204/20/15 12:4911.5 1
2-Chlorophenol ND ug/L 04/29/15 15:41 95-57-804/20/15 12:4911.5 1
1,3-Dichlorobenzene ND ug/L 04/29/15 15:41 541-73-104/20/15 12:4911.5 1
1,4-Dichlorobenzene ND ug/L 04/29/15 15:41 106-46-704/20/15 12:4911.5 1
1,2-Dichlorobenzene ND ug/L 04/29/15 15:41 95-50-104/20/15 12:4911.5 1
2-Methylphenol(o-Cresol)ND ug/L 04/29/15 15:41 95-48-704/20/15 12:4911.5 1
bis(2-Chloroisopropyl) ether ND ug/L 04/29/15 15:41 108-60-104/20/15 12:4911.5 1
3&4-Methylphenol(m&p Cresol)ND ug/L 04/29/15 15:4104/20/15 12:4923.0 1
N-Nitroso-di-n-propylamine ND ug/L 04/29/15 15:41 621-64-704/20/15 12:4911.5 1
Hexachloroethane ND ug/L 04/29/15 15:41 67-72-104/20/15 12:4911.5 1
Nitrobenzene ND ug/L 04/29/15 15:41 98-95-304/20/15 12:4911.5 1
Isophorone ND ug/L 04/29/15 15:41 78-59-104/20/15 12:4911.5 1
2-Nitrophenol ND ug/L 04/29/15 15:41 88-75-504/20/15 12:4911.5 1
2,4-Dimethylphenol ND ug/L 04/29/15 15:41 105-67-904/20/15 12:4957.5 1
bis(2-Chloroethoxy)methane ND ug/L 04/29/15 15:41 111-91-104/20/15 12:4911.5 1
2,4-Dichlorophenol ND ug/L 04/29/15 15:41 120-83-204/20/15 12:4911.5 1
1,2,4-Trichlorobenzene ND ug/L 04/29/15 15:41 120-82-104/20/15 12:4911.5 1
Naphthalene ND ug/L 04/29/15 15:41 91-20-304/20/15 12:4911.5 1
4-Chloroaniline ND ug/L 04/29/15 15:41 106-47-804/20/15 12:4957.5 1
Hexachloro-1,3-butadiene ND ug/L 04/29/15 15:41 87-68-304/20/15 12:4911.5 1
4-Chloro-3-methylphenol ND ug/L 04/29/15 15:41 59-50-704/20/15 12:4911.5 1
2-Methylnaphthalene ND ug/L 04/29/15 15:41 91-57-604/20/15 12:4911.5 1
2,4,6-Trichlorophenol ND ug/L 04/29/15 15:41 88-06-204/20/15 12:4911.5 1
2,4,5-Trichlorophenol ND ug/L 04/29/15 15:41 95-95-404/20/15 12:4911.5 1
2-Chloronaphthalene ND ug/L 04/29/15 15:41 91-58-704/20/15 12:4911.5 1
2-Nitroaniline ND ug/L 04/29/15 15:41 88-74-404/20/15 12:4911.5 1
Dimethylphthalate ND ug/L 04/29/15 15:41 131-11-304/20/15 12:4911.5 1
Acenaphthylene ND ug/L 04/29/15 15:41 208-96-804/20/15 12:4911.5 1
2,6-Dinitrotoluene ND ug/L 04/29/15 15:41 606-20-204/20/15 12:4911.5 1
3-Nitroaniline ND ug/L 04/29/15 15:41 99-09-204/20/15 12:4911.5 1
Acenaphthene ND ug/L 04/29/15 15:41 83-32-904/20/15 12:4911.5 1
2,4-Dinitrophenol ND ug/L 04/29/15 15:41 51-28-5 L204/20/15 12:4911.5 1
4-Nitrophenol ND ug/L 04/29/15 15:41 100-02-704/20/15 12:4911.5 1
Dibenzofuran ND ug/L 04/29/15 15:41 132-64-904/20/15 12:4911.5 1
2,4-Dinitrotoluene ND ug/L 04/29/15 15:41 121-14-204/20/15 12:4911.5 1
Diethylphthalate ND ug/L 04/29/15 15:41 84-66-204/20/15 12:4911.5 1
4-Chlorophenylphenyl ether ND ug/L 04/29/15 15:41 7005-72-304/20/15 12:4911.5 1
Fluorene ND ug/L 04/29/15 15:41 86-73-704/20/15 12:4911.5 1
4-Nitroaniline ND ug/L 04/29/15 15:41 100-01-604/20/15 12:4911.5 1
4,6-Dinitro-2-methylphenol ND ug/L 04/29/15 15:41 534-52-104/20/15 12:4911.5 1
N-Nitrosodiphenylamine ND ug/L 04/29/15 15:41 86-30-604/20/15 12:4911.5 1
4-Bromophenylphenyl ether ND ug/L 04/29/15 15:41 101-55-304/20/15 12:4911.5 1
Hexachlorobenzene ND ug/L 04/29/15 15:41 118-74-104/20/15 12:4911.5 1
Pentachlorophenol ND ug/L 04/29/15 15:41 87-86-504/20/15 12:4923.0 1
Phenanthrene ND ug/L 04/29/15 15:41 85-01-804/20/15 12:4911.5 1
Anthracene ND ug/L 04/29/15 15:41 120-12-704/20/15 12:4911.5 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
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Page 29 of 115
AET Project No. 03-05081 Page C29 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Equip Blank Lab ID: 10303128005 Collected: 04/17/15 16:11 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Di-n-butylphthalate ND ug/L 04/29/15 15:41 84-74-204/20/15 12:4911.5 1
Fluoranthene ND ug/L 04/29/15 15:41 206-44-004/20/15 12:4911.5 1
Pyrene ND ug/L 04/29/15 15:41 129-00-004/20/15 12:4911.5 1
Butylbenzylphthalate ND ug/L 04/29/15 15:41 85-68-704/20/15 12:4911.5 1
3,3'-Dichlorobenzidine ND ug/L 04/29/15 15:41 91-94-104/20/15 12:4957.5 1
Benzo(a)anthracene ND ug/L 04/29/15 15:41 56-55-304/20/15 12:4911.5 1
Chrysene ND ug/L 04/29/15 15:41 218-01-904/20/15 12:4911.5 1
bis(2-Ethylhexyl)phthalate ND ug/L 04/29/15 15:41 117-81-704/20/15 12:4911.5 1
Di-n-octylphthalate 13.1 ug/L 04/29/15 15:41 117-84-004/20/15 12:4911.5 1
Benzo(b)fluoranthene ND ug/L 04/29/15 15:41 205-99-204/20/15 12:4911.5 1
Benzo(k)fluoranthene ND ug/L 04/29/15 15:41 207-08-904/20/15 12:4911.5 1
Benzo(a)pyrene ND ug/L 04/29/15 15:41 50-32-804/20/15 12:4911.5 1
Indeno(1,2,3-cd)pyrene ND ug/L 04/29/15 15:41 193-39-504/20/15 12:4911.5 1
Dibenz(a,h)anthracene ND ug/L 04/29/15 15:41 53-70-304/20/15 12:4911.5 1
Benzo(g,h,i)perylene ND ug/L 04/29/15 15:41 191-24-204/20/15 12:4911.5 1
N-Nitrosodimethylamine 22.2 ug/L 04/29/15 15:41 62-75-904/20/15 12:4911.5 1
1,2-Diphenylhydrazine ND ug/L 04/29/15 15:41 122-66-704/20/15 12:4911.5 1
Carbazole ND ug/L 04/29/15 15:41 86-74-804/20/15 12:4911.5 1
1-Methylnaphthalene ND ug/L 04/29/15 15:41 90-12-004/20/15 12:4911.5 1
Surrogates
Nitrobenzene-d5 (S)68 %.04/29/15 15:41 4165-60-004/20/15 12:4954-125 1
2-Fluorobiphenyl (S)66 %.04/29/15 15:41 321-60-804/20/15 12:4935-125 1
p-Terphenyl-d14 (S)83 %.04/29/15 15:41 1718-51-004/20/15 12:4965-125 1
Phenol-d6 (S)68 %.04/29/15 15:41 13127-88-304/20/15 12:4955-125 1
2-Fluorophenol (S)65 %.04/29/15 15:41 367-12-404/20/15 12:4951-125 1
2,4,6-Tribromophenol (S)86 %.04/29/15 15:41 118-79-604/20/15 12:4961-125 1
Analytical Method: EPA 82608260 VOC
Acetone ND ug/L 04/22/15 17:48 67-64-120.0 1
Allyl chloride ND ug/L 04/22/15 17:48 107-05-14.0 1
Benzene ND ug/L 04/22/15 17:48 71-43-21.0 1
Bromobenzene ND ug/L 04/22/15 17:48 108-86-11.0 1
Bromochloromethane ND ug/L 04/22/15 17:48 74-97-51.0 1
Bromodichloromethane ND ug/L 04/22/15 17:48 75-27-41.0 1
Bromoform ND ug/L 04/22/15 17:48 75-25-2 L24.0 1
Bromomethane ND ug/L 04/22/15 17:48 74-83-94.0 1
2-Butanone (MEK)ND ug/L 04/22/15 17:48 78-93-35.0 1
n-Butylbenzene ND ug/L 04/22/15 17:48 104-51-81.0 1
sec-Butylbenzene ND ug/L 04/22/15 17:48 135-98-81.0 1
tert-Butylbenzene ND ug/L 04/22/15 17:48 98-06-61.0 1
Carbon tetrachloride ND ug/L 04/22/15 17:48 56-23-51.0 1
Chlorobenzene ND ug/L 04/22/15 17:48 108-90-71.0 1
Chloroethane ND ug/L 04/22/15 17:48 75-00-31.0 1
Chloroform ND ug/L 04/22/15 17:48 67-66-31.0 1
Chloromethane ND ug/L 04/22/15 17:48 74-87-34.0 1
2-Chlorotoluene ND ug/L 04/22/15 17:48 95-49-81.0 1
4-Chlorotoluene ND ug/L 04/22/15 17:48 106-43-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
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Page 30 of 115
AET Project No. 03-05081 Page C30 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Equip Blank Lab ID: 10303128005 Collected: 04/17/15 16:11 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
1,2-Dibromo-3-chloropropane ND ug/L 04/22/15 17:48 96-12-84.0 1
Dibromochloromethane ND ug/L 04/22/15 17:48 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 04/22/15 17:48 106-93-41.0 1
Dibromomethane ND ug/L 04/22/15 17:48 74-95-34.0 1
1,2-Dichlorobenzene ND ug/L 04/22/15 17:48 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 04/22/15 17:48 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 04/22/15 17:48 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 04/22/15 17:48 75-71-81.0 1
1,1-Dichloroethane ND ug/L 04/22/15 17:48 75-34-31.0 1
1,2-Dichloroethane ND ug/L 04/22/15 17:48 107-06-21.0 1
1,1-Dichloroethene ND ug/L 04/22/15 17:48 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 04/22/15 17:48 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 04/22/15 17:48 156-60-51.0 1
Dichlorofluoromethane ND ug/L 04/22/15 17:48 75-43-41.0 1
1,2-Dichloropropane ND ug/L 04/22/15 17:48 78-87-54.0 1
1,3-Dichloropropane ND ug/L 04/22/15 17:48 142-28-91.0 1
2,2-Dichloropropane ND ug/L 04/22/15 17:48 594-20-74.0 1
1,1-Dichloropropene ND ug/L 04/22/15 17:48 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 04/22/15 17:48 10061-01-54.0 1
trans-1,3-Dichloropropene ND ug/L 04/22/15 17:48 10061-02-64.0 1
Diethyl ether (Ethyl ether)ND ug/L 04/22/15 17:48 60-29-710.0 1
Ethylbenzene ND ug/L 04/22/15 17:48 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 04/22/15 17:48 87-68-31.0 1
Isopropylbenzene (Cumene)ND ug/L 04/22/15 17:48 98-82-81.0 1
p-Isopropyltoluene ND ug/L 04/22/15 17:48 99-87-61.0 1
Methylene Chloride ND ug/L 04/22/15 17:48 75-09-24.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 04/22/15 17:48 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 04/22/15 17:48 1634-04-41.0 1
Naphthalene ND ug/L 04/22/15 17:48 91-20-34.0 1
n-Propylbenzene ND ug/L 04/22/15 17:48 103-65-11.0 1
Styrene ND ug/L 04/22/15 17:48 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 04/22/15 17:48 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 04/22/15 17:48 79-34-51.0 1
Tetrachloroethene ND ug/L 04/22/15 17:48 127-18-41.0 1
Tetrahydrofuran ND ug/L 04/22/15 17:48 109-99-910.0 1
Toluene ND ug/L 04/22/15 17:48 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 04/22/15 17:48 87-61-61.0 1
1,2,4-Trichlorobenzene ND ug/L 04/22/15 17:48 120-82-11.0 1
1,1,1-Trichloroethane ND ug/L 04/22/15 17:48 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 04/22/15 17:48 79-00-51.0 1
Trichloroethene ND ug/L 04/22/15 17:48 79-01-60.40 1
Trichlorofluoromethane ND ug/L 04/22/15 17:48 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 04/22/15 17:48 96-18-44.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 04/22/15 17:48 76-13-11.0 1
1,2,4-Trimethylbenzene ND ug/L 04/22/15 17:48 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 04/22/15 17:48 108-67-81.0 1
Vinyl chloride ND ug/L 04/22/15 17:48 75-01-40.40 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 31 of 115
AET Project No. 03-05081 Page C31 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Equip Blank Lab ID: 10303128005 Collected: 04/17/15 16:11 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Xylene (Total)ND ug/L 04/22/15 17:48 1330-20-73.0 1
Surrogates
1,2-Dichloroethane-d4 (S)90 %.04/22/15 17:48 17060-07-075-125 1
Toluene-d8 (S)97 %.04/22/15 17:48 2037-26-575-125 1
4-Bromofluorobenzene (S)99 %.04/22/15 17:48 460-00-475-125 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 ND mg/L 04/27/15 14:055.0 1
Alkalinity,Bicarbonate (CaCO3)ND mg/L 04/27/15 14:055.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 04/27/15 14:055.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 27.0 mg/L 04/24/15 14:0010.0 1
Analytical Method: SM 9223 Preparation Method: SM 9223MBIO Total Coliform
Total Coliforms Absent 04/19/15 13:4304/18/15 12:001.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 ND mg/L 04/24/15 16:580.10 1
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate ND mg/L 04/24/15 08:58 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 2.4 mg/L 04/29/15 11:08 16887-00-61.0 1
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide 15.0 ug/L 04/28/15 14:27 57-12-504/28/15 08:5310.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 04/27/15 16:01 7723-14-004/27/15 12:000.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 32 of 115
AET Project No. 03-05081 Page C32 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4D Lab ID: 10303128006 Collected: 04/17/15 17:17 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 35108081B GCS Pesticides
Aldrin ND ug/L 04/30/15 02:56 309-00-204/21/15 08:030.053 1
alpha-BHC ND ug/L 04/30/15 02:56 319-84-604/21/15 08:030.053 1
beta-BHC ND ug/L 04/30/15 02:56 319-85-704/21/15 08:030.053 1
delta-BHC ND ug/L 04/30/15 02:56 319-86-804/21/15 08:030.053 1
gamma-BHC (Lindane)ND ug/L 04/30/15 02:56 58-89-904/21/15 08:030.053 1
Chlordane (Technical)ND ug/L 04/30/15 02:56 57-74-904/21/15 08:030.53 1
alpha-Chlordane ND ug/L 04/30/15 02:56 5103-71-904/21/15 08:030.053 1
gamma-Chlordane ND ug/L 04/30/15 02:56 5103-74-204/21/15 08:030.053 1
4,4'-DDD ND ug/L 04/30/15 02:56 72-54-804/21/15 08:030.11 1
4,4'-DDE ND ug/L 04/30/15 02:56 72-55-904/21/15 08:030.11 1
4,4'-DDT ND ug/L 04/30/15 02:56 50-29-304/21/15 08:030.11 1
Dieldrin ND ug/L 04/30/15 02:56 60-57-104/21/15 08:030.11 1
Endosulfan I ND ug/L 04/30/15 02:56 959-98-804/21/15 08:030.053 1
Endosulfan II ND ug/L 04/30/15 02:56 33213-65-904/21/15 08:030.11 1
Endosulfan sulfate ND ug/L 04/30/15 02:56 1031-07-804/21/15 08:030.11 1
Endrin ND ug/L 04/30/15 02:56 72-20-804/21/15 08:030.11 1
Endrin aldehyde ND ug/L 04/30/15 02:56 7421-93-404/21/15 08:030.11 1
Endrin ketone ND ug/L 04/30/15 02:56 53494-70-504/21/15 08:030.11 1
Heptachlor ND ug/L 04/30/15 02:56 76-44-804/21/15 08:030.053 1
Heptachlor epoxide ND ug/L 04/30/15 02:56 1024-57-304/21/15 08:030.053 1
Methoxychlor ND ug/L 04/30/15 02:56 72-43-504/21/15 08:030.53 1
Toxaphene ND ug/L 04/30/15 02:56 8001-35-204/21/15 08:031.6 1
Surrogates
Tetrachloro-m-xylene (S)90 %.04/30/15 02:56 877-09-804/21/15 08:0359-125 1
Decachlorobiphenyl (S)111 %.04/30/15 02:56 2051-24-304/21/15 08:0330-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 04/21/15 15:0104/20/15 18:050.10 1
Surrogates
n-Triacontane (S)88 %.04/21/15 15:01 638-68-604/20/15 18:0550-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 04/23/15 21:57 7440-38-204/20/15 21:040.50 1
Beryllium, Dissolved ND ug/L 04/23/15 21:57 7440-41-704/20/15 21:040.20 1
Calcium, Dissolved 86600 ug/L 04/23/15 22:02 7440-70-204/20/15 21:04200 5
Copper, Dissolved ND ug/L 04/23/15 21:57 7440-50-804/20/15 21:041.0 1
Iron, Dissolved ND ug/L 04/23/15 21:57 7439-89-604/20/15 21:0450.0 1
Lead, Dissolved ND ug/L 04/23/15 21:57 7439-92-104/20/15 21:040.10 1
Magnesium, Dissolved 32600 ug/L 04/23/15 22:02 7439-95-404/20/15 21:0450.0 5
Potassium, Dissolved 1830 ug/L 04/23/15 21:57 7440-09-704/20/15 21:0450.0 1
Sodium, Dissolved 6960 ug/L 04/23/15 21:57 7440-23-504/20/15 21:0450.0 1
Thallium, Dissolved ND ug/L 04/23/15 21:57 7440-28-004/20/15 21:040.10 1
Analytical Method: EPA 7470 Preparation Method: EPA 7470A7470 Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 04/26/15 21:07 7439-97-604/20/15 19:250.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 33 of 115
AET Project No. 03-05081 Page C33 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4D Lab ID: 10303128006 Collected: 04/17/15 17:17 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Phenol ND ug/L 04/29/15 16:10 108-95-204/20/15 12:4910.6 1
bis(2-Chloroethyl) ether ND ug/L 04/29/15 16:10 111-44-4 L204/20/15 12:4910.6 1
2-Chlorophenol ND ug/L 04/29/15 16:10 95-57-804/20/15 12:4910.6 1
1,3-Dichlorobenzene ND ug/L 04/29/15 16:10 541-73-104/20/15 12:4910.6 1
1,4-Dichlorobenzene ND ug/L 04/29/15 16:10 106-46-704/20/15 12:4910.6 1
1,2-Dichlorobenzene ND ug/L 04/29/15 16:10 95-50-104/20/15 12:4910.6 1
2-Methylphenol(o-Cresol)ND ug/L 04/29/15 16:10 95-48-704/20/15 12:4910.6 1
bis(2-Chloroisopropyl) ether ND ug/L 04/29/15 16:10 108-60-104/20/15 12:4910.6 1
3&4-Methylphenol(m&p Cresol)ND ug/L 04/29/15 16:1004/20/15 12:4921.3 1
N-Nitroso-di-n-propylamine ND ug/L 04/29/15 16:10 621-64-704/20/15 12:4910.6 1
Hexachloroethane ND ug/L 04/29/15 16:10 67-72-104/20/15 12:4910.6 1
Nitrobenzene ND ug/L 04/29/15 16:10 98-95-304/20/15 12:4910.6 1
Isophorone ND ug/L 04/29/15 16:10 78-59-104/20/15 12:4910.6 1
2-Nitrophenol ND ug/L 04/29/15 16:10 88-75-504/20/15 12:4910.6 1
2,4-Dimethylphenol ND ug/L 04/29/15 16:10 105-67-904/20/15 12:4953.2 1
bis(2-Chloroethoxy)methane ND ug/L 04/29/15 16:10 111-91-104/20/15 12:4910.6 1
2,4-Dichlorophenol ND ug/L 04/29/15 16:10 120-83-204/20/15 12:4910.6 1
1,2,4-Trichlorobenzene ND ug/L 04/29/15 16:10 120-82-104/20/15 12:4910.6 1
Naphthalene ND ug/L 04/29/15 16:10 91-20-304/20/15 12:4910.6 1
4-Chloroaniline ND ug/L 04/29/15 16:10 106-47-804/20/15 12:4953.2 1
Hexachloro-1,3-butadiene ND ug/L 04/29/15 16:10 87-68-304/20/15 12:4910.6 1
4-Chloro-3-methylphenol ND ug/L 04/29/15 16:10 59-50-704/20/15 12:4910.6 1
2-Methylnaphthalene ND ug/L 04/29/15 16:10 91-57-604/20/15 12:4910.6 1
2,4,6-Trichlorophenol ND ug/L 04/29/15 16:10 88-06-204/20/15 12:4910.6 1
2,4,5-Trichlorophenol ND ug/L 04/29/15 16:10 95-95-404/20/15 12:4910.6 1
2-Chloronaphthalene ND ug/L 04/29/15 16:10 91-58-704/20/15 12:4910.6 1
2-Nitroaniline ND ug/L 04/29/15 16:10 88-74-404/20/15 12:4910.6 1
Dimethylphthalate ND ug/L 04/29/15 16:10 131-11-304/20/15 12:4910.6 1
Acenaphthylene ND ug/L 04/29/15 16:10 208-96-804/20/15 12:4910.6 1
2,6-Dinitrotoluene ND ug/L 04/29/15 16:10 606-20-204/20/15 12:4910.6 1
3-Nitroaniline ND ug/L 04/29/15 16:10 99-09-204/20/15 12:4910.6 1
Acenaphthene ND ug/L 04/29/15 16:10 83-32-904/20/15 12:4910.6 1
2,4-Dinitrophenol ND ug/L 04/29/15 16:10 51-28-5 L204/20/15 12:4910.6 1
4-Nitrophenol ND ug/L 04/29/15 16:10 100-02-704/20/15 12:4910.6 1
Dibenzofuran ND ug/L 04/29/15 16:10 132-64-904/20/15 12:4910.6 1
2,4-Dinitrotoluene ND ug/L 04/29/15 16:10 121-14-204/20/15 12:4910.6 1
Diethylphthalate ND ug/L 04/29/15 16:10 84-66-204/20/15 12:4910.6 1
4-Chlorophenylphenyl ether ND ug/L 04/29/15 16:10 7005-72-304/20/15 12:4910.6 1
Fluorene ND ug/L 04/29/15 16:10 86-73-704/20/15 12:4910.6 1
4-Nitroaniline ND ug/L 04/29/15 16:10 100-01-604/20/15 12:4910.6 1
4,6-Dinitro-2-methylphenol ND ug/L 04/29/15 16:10 534-52-104/20/15 12:4910.6 1
N-Nitrosodiphenylamine ND ug/L 04/29/15 16:10 86-30-604/20/15 12:4910.6 1
4-Bromophenylphenyl ether ND ug/L 04/29/15 16:10 101-55-304/20/15 12:4910.6 1
Hexachlorobenzene ND ug/L 04/29/15 16:10 118-74-104/20/15 12:4910.6 1
Pentachlorophenol ND ug/L 04/29/15 16:10 87-86-504/20/15 12:4921.3 1
Phenanthrene ND ug/L 04/29/15 16:10 85-01-804/20/15 12:4910.6 1
Anthracene ND ug/L 04/29/15 16:10 120-12-704/20/15 12:4910.6 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 34 of 115
AET Project No. 03-05081 Page C34 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4D Lab ID: 10303128006 Collected: 04/17/15 17:17 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Di-n-butylphthalate ND ug/L 04/29/15 16:10 84-74-204/20/15 12:4910.6 1
Fluoranthene ND ug/L 04/29/15 16:10 206-44-004/20/15 12:4910.6 1
Pyrene ND ug/L 04/29/15 16:10 129-00-004/20/15 12:4910.6 1
Butylbenzylphthalate ND ug/L 04/29/15 16:10 85-68-704/20/15 12:4910.6 1
3,3'-Dichlorobenzidine ND ug/L 04/29/15 16:10 91-94-104/20/15 12:4953.2 1
Benzo(a)anthracene ND ug/L 04/29/15 16:10 56-55-304/20/15 12:4910.6 1
Chrysene ND ug/L 04/29/15 16:10 218-01-904/20/15 12:4910.6 1
bis(2-Ethylhexyl)phthalate ND ug/L 04/29/15 16:10 117-81-704/20/15 12:4910.6 1
Di-n-octylphthalate ND ug/L 04/29/15 16:10 117-84-004/20/15 12:4910.6 1
Benzo(b)fluoranthene ND ug/L 04/29/15 16:10 205-99-204/20/15 12:4910.6 1
Benzo(k)fluoranthene ND ug/L 04/29/15 16:10 207-08-904/20/15 12:4910.6 1
Benzo(a)pyrene ND ug/L 04/29/15 16:10 50-32-804/20/15 12:4910.6 1
Indeno(1,2,3-cd)pyrene ND ug/L 04/29/15 16:10 193-39-504/20/15 12:4910.6 1
Dibenz(a,h)anthracene ND ug/L 04/29/15 16:10 53-70-304/20/15 12:4910.6 1
Benzo(g,h,i)perylene ND ug/L 04/29/15 16:10 191-24-204/20/15 12:4910.6 1
N-Nitrosodimethylamine ND ug/L 04/29/15 16:10 62-75-904/20/15 12:4910.6 1
1,2-Diphenylhydrazine ND ug/L 04/29/15 16:10 122-66-704/20/15 12:4910.6 1
Carbazole ND ug/L 04/29/15 16:10 86-74-804/20/15 12:4910.6 1
1-Methylnaphthalene ND ug/L 04/29/15 16:10 90-12-004/20/15 12:4910.6 1
Surrogates
Nitrobenzene-d5 (S)72 %.04/29/15 16:10 4165-60-004/20/15 12:4954-125 1
2-Fluorobiphenyl (S)67 %.04/29/15 16:10 321-60-804/20/15 12:4935-125 1
p-Terphenyl-d14 (S)83 %.04/29/15 16:10 1718-51-004/20/15 12:4965-125 1
Phenol-d6 (S)71 %.04/29/15 16:10 13127-88-304/20/15 12:4955-125 1
2-Fluorophenol (S)67 %.04/29/15 16:10 367-12-404/20/15 12:4951-125 1
2,4,6-Tribromophenol (S)85 %.04/29/15 16:10 118-79-604/20/15 12:4961-125 1
Analytical Method: EPA 82608260 VOC
Acetone ND ug/L 04/22/15 20:13 67-64-120.0 1
Allyl chloride ND ug/L 04/22/15 20:13 107-05-14.0 1
Benzene ND ug/L 04/22/15 20:13 71-43-21.0 1
Bromobenzene ND ug/L 04/22/15 20:13 108-86-11.0 1
Bromochloromethane ND ug/L 04/22/15 20:13 74-97-51.0 1
Bromodichloromethane ND ug/L 04/22/15 20:13 75-27-41.0 1
Bromoform ND ug/L 04/22/15 20:13 75-25-2 L24.0 1
Bromomethane ND ug/L 04/22/15 20:13 74-83-94.0 1
2-Butanone (MEK)ND ug/L 04/22/15 20:13 78-93-35.0 1
n-Butylbenzene ND ug/L 04/22/15 20:13 104-51-81.0 1
sec-Butylbenzene ND ug/L 04/22/15 20:13 135-98-81.0 1
tert-Butylbenzene ND ug/L 04/22/15 20:13 98-06-61.0 1
Carbon tetrachloride ND ug/L 04/22/15 20:13 56-23-51.0 1
Chlorobenzene ND ug/L 04/22/15 20:13 108-90-71.0 1
Chloroethane ND ug/L 04/22/15 20:13 75-00-31.0 1
Chloroform ND ug/L 04/22/15 20:13 67-66-31.0 1
Chloromethane ND ug/L 04/22/15 20:13 74-87-34.0 1
2-Chlorotoluene ND ug/L 04/22/15 20:13 95-49-81.0 1
4-Chlorotoluene ND ug/L 04/22/15 20:13 106-43-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
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Minneapolis, MN 55414
(612)607-1700
Page 35 of 115
AET Project No. 03-05081 Page C35 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4D Lab ID: 10303128006 Collected: 04/17/15 17:17 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
1,2-Dibromo-3-chloropropane ND ug/L 04/22/15 20:13 96-12-84.0 1
Dibromochloromethane ND ug/L 04/22/15 20:13 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 04/22/15 20:13 106-93-41.0 1
Dibromomethane ND ug/L 04/22/15 20:13 74-95-34.0 1
1,2-Dichlorobenzene ND ug/L 04/22/15 20:13 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 04/22/15 20:13 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 04/22/15 20:13 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 04/22/15 20:13 75-71-81.0 1
1,1-Dichloroethane ND ug/L 04/22/15 20:13 75-34-31.0 1
1,2-Dichloroethane ND ug/L 04/22/15 20:13 107-06-21.0 1
1,1-Dichloroethene ND ug/L 04/22/15 20:13 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 04/22/15 20:13 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 04/22/15 20:13 156-60-51.0 1
Dichlorofluoromethane ND ug/L 04/22/15 20:13 75-43-41.0 1
1,2-Dichloropropane ND ug/L 04/22/15 20:13 78-87-54.0 1
1,3-Dichloropropane ND ug/L 04/22/15 20:13 142-28-91.0 1
2,2-Dichloropropane ND ug/L 04/22/15 20:13 594-20-74.0 1
1,1-Dichloropropene ND ug/L 04/22/15 20:13 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 04/22/15 20:13 10061-01-54.0 1
trans-1,3-Dichloropropene ND ug/L 04/22/15 20:13 10061-02-64.0 1
Diethyl ether (Ethyl ether)ND ug/L 04/22/15 20:13 60-29-710.0 1
Ethylbenzene ND ug/L 04/22/15 20:13 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 04/22/15 20:13 87-68-31.0 1
Isopropylbenzene (Cumene)ND ug/L 04/22/15 20:13 98-82-81.0 1
p-Isopropyltoluene ND ug/L 04/22/15 20:13 99-87-61.0 1
Methylene Chloride ND ug/L 04/22/15 20:13 75-09-24.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 04/22/15 20:13 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 04/22/15 20:13 1634-04-41.0 1
Naphthalene ND ug/L 04/22/15 20:13 91-20-34.0 1
n-Propylbenzene ND ug/L 04/22/15 20:13 103-65-11.0 1
Styrene ND ug/L 04/22/15 20:13 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 04/22/15 20:13 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 04/22/15 20:13 79-34-51.0 1
Tetrachloroethene ND ug/L 04/22/15 20:13 127-18-41.0 1
Tetrahydrofuran ND ug/L 04/22/15 20:13 109-99-910.0 1
Toluene ND ug/L 04/22/15 20:13 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 04/22/15 20:13 87-61-61.0 1
1,2,4-Trichlorobenzene ND ug/L 04/22/15 20:13 120-82-11.0 1
1,1,1-Trichloroethane ND ug/L 04/22/15 20:13 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 04/22/15 20:13 79-00-51.0 1
Trichloroethene ND ug/L 04/22/15 20:13 79-01-60.40 1
Trichlorofluoromethane ND ug/L 04/22/15 20:13 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 04/22/15 20:13 96-18-44.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 04/22/15 20:13 76-13-11.0 1
1,2,4-Trimethylbenzene ND ug/L 04/22/15 20:13 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 04/22/15 20:13 108-67-81.0 1
Vinyl chloride ND ug/L 04/22/15 20:13 75-01-40.40 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 36 of 115
AET Project No. 03-05081 Page C36 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-4D Lab ID: 10303128006 Collected: 04/17/15 17:17 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Xylene (Total)ND ug/L 04/22/15 20:13 1330-20-73.0 1
Surrogates
1,2-Dichloroethane-d4 (S)89 %.04/22/15 20:13 17060-07-075-125 1
Toluene-d8 (S)97 %.04/22/15 20:13 2037-26-575-125 1
4-Bromofluorobenzene (S)98 %.04/22/15 20:13 460-00-475-125 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 266 mg/L 04/27/15 14:085.0 1
Alkalinity,Bicarbonate (CaCO3)266 mg/L 04/27/15 14:085.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 04/27/15 14:085.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 372 mg/L 04/24/15 14:0010.0 1
Analytical Method: SM 9223 Preparation Method: SM 9223MBIO Total Coliform
Total Coliforms Absent 04/19/15 13:4304/18/15 12:001.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 12.3 mg/L 04/24/15 17:410.50 5
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 24.4 mg/L 04/24/15 08:58 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 26.2 mg/L 04/29/15 11:08 16887-00-61.0 1
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide 38.7 ug/L 04/28/15 13:53 57-12-504/28/15 09:4810.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 04/27/15 16:01 7723-14-004/27/15 12:000.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 37 of 115
AET Project No. 03-05081 Page C37 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-3D Lab ID: 10303128007 Collected: 04/17/15 18:51 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 35108081B GCS Pesticides
Aldrin ND ug/L 04/30/15 03:14 309-00-204/21/15 08:030.054 1
alpha-BHC ND ug/L 04/30/15 03:14 319-84-604/21/15 08:030.054 1
beta-BHC ND ug/L 04/30/15 03:14 319-85-704/21/15 08:030.054 1
delta-BHC ND ug/L 04/30/15 03:14 319-86-804/21/15 08:030.054 1
gamma-BHC (Lindane)ND ug/L 04/30/15 03:14 58-89-904/21/15 08:030.054 1
Chlordane (Technical)ND ug/L 04/30/15 03:14 57-74-904/21/15 08:030.54 1
alpha-Chlordane ND ug/L 04/30/15 03:14 5103-71-904/21/15 08:030.054 1
gamma-Chlordane ND ug/L 04/30/15 03:14 5103-74-204/21/15 08:030.054 1
4,4'-DDD ND ug/L 04/30/15 03:14 72-54-804/21/15 08:030.11 1
4,4'-DDE ND ug/L 04/30/15 03:14 72-55-904/21/15 08:030.11 1
4,4'-DDT ND ug/L 04/30/15 03:14 50-29-304/21/15 08:030.11 1
Dieldrin ND ug/L 04/30/15 03:14 60-57-104/21/15 08:030.11 1
Endosulfan I ND ug/L 04/30/15 03:14 959-98-804/21/15 08:030.054 1
Endosulfan II ND ug/L 04/30/15 03:14 33213-65-904/21/15 08:030.11 1
Endosulfan sulfate ND ug/L 04/30/15 03:14 1031-07-804/21/15 08:030.11 1
Endrin ND ug/L 04/30/15 03:14 72-20-804/21/15 08:030.11 1
Endrin aldehyde ND ug/L 04/30/15 03:14 7421-93-404/21/15 08:030.11 1
Endrin ketone ND ug/L 04/30/15 03:14 53494-70-504/21/15 08:030.11 1
Heptachlor ND ug/L 04/30/15 03:14 76-44-804/21/15 08:030.054 1
Heptachlor epoxide ND ug/L 04/30/15 03:14 1024-57-304/21/15 08:030.054 1
Methoxychlor ND ug/L 04/30/15 03:14 72-43-504/21/15 08:030.54 1
Toxaphene ND ug/L 04/30/15 03:14 8001-35-204/21/15 08:031.6 1
Surrogates
Tetrachloro-m-xylene (S)82 %.04/30/15 03:14 877-09-804/21/15 08:0359-125 1
Decachlorobiphenyl (S)95 %.04/30/15 03:14 2051-24-304/21/15 08:0330-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 04/21/15 15:0804/20/15 18:050.11 1
Surrogates
n-Triacontane (S)86 %.04/21/15 15:08 638-68-604/20/15 18:0550-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 04/23/15 22:07 7440-38-204/20/15 21:040.50 1
Beryllium, Dissolved ND ug/L 04/23/15 22:07 7440-41-704/20/15 21:040.20 1
Calcium, Dissolved 83600 ug/L 04/23/15 22:12 7440-70-204/20/15 21:04200 5
Copper, Dissolved ND ug/L 04/23/15 22:07 7440-50-804/20/15 21:041.0 1
Iron, Dissolved ND ug/L 04/23/15 22:07 7439-89-604/20/15 21:0450.0 1
Lead, Dissolved ND ug/L 04/23/15 22:07 7439-92-104/20/15 21:040.10 1
Magnesium, Dissolved 30400 ug/L 04/23/15 22:12 7439-95-404/20/15 21:0450.0 5
Potassium, Dissolved 1550 ug/L 04/23/15 22:07 7440-09-704/20/15 21:0450.0 1
Sodium, Dissolved 5570 ug/L 04/23/15 22:07 7440-23-504/20/15 21:0450.0 1
Thallium, Dissolved ND ug/L 04/23/15 22:07 7440-28-004/20/15 21:040.10 1
Analytical Method: EPA 7470 Preparation Method: EPA 7470A7470 Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 04/26/15 21:09 7439-97-604/20/15 19:250.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 38 of 115
AET Project No. 03-05081 Page C38 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-3D Lab ID: 10303128007 Collected: 04/17/15 18:51 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Phenol ND ug/L 04/24/15 18:38 108-95-204/20/15 12:4910.5 1
bis(2-Chloroethyl) ether ND ug/L 04/24/15 18:38 111-44-4 L204/20/15 12:4910.5 1
2-Chlorophenol ND ug/L 04/24/15 18:38 95-57-804/20/15 12:4910.5 1
1,3-Dichlorobenzene ND ug/L 04/24/15 18:38 541-73-104/20/15 12:4910.5 1
1,4-Dichlorobenzene ND ug/L 04/24/15 18:38 106-46-704/20/15 12:4910.5 1
1,2-Dichlorobenzene ND ug/L 04/24/15 18:38 95-50-104/20/15 12:4910.5 1
2-Methylphenol(o-Cresol)ND ug/L 04/24/15 18:38 95-48-704/20/15 12:4910.5 1
bis(2-Chloroisopropyl) ether ND ug/L 04/24/15 18:38 108-60-104/20/15 12:4910.5 1
3&4-Methylphenol(m&p Cresol)ND ug/L 04/24/15 18:3804/20/15 12:4921.1 1
N-Nitroso-di-n-propylamine ND ug/L 04/24/15 18:38 621-64-704/20/15 12:4910.5 1
Hexachloroethane ND ug/L 04/24/15 18:38 67-72-104/20/15 12:4910.5 1
Nitrobenzene ND ug/L 04/24/15 18:38 98-95-304/20/15 12:4910.5 1
Isophorone ND ug/L 04/24/15 18:38 78-59-104/20/15 12:4910.5 1
2-Nitrophenol ND ug/L 04/24/15 18:38 88-75-504/20/15 12:4910.5 1
2,4-Dimethylphenol ND ug/L 04/24/15 18:38 105-67-904/20/15 12:4952.6 1
bis(2-Chloroethoxy)methane ND ug/L 04/24/15 18:38 111-91-104/20/15 12:4910.5 1
2,4-Dichlorophenol ND ug/L 04/24/15 18:38 120-83-204/20/15 12:4910.5 1
1,2,4-Trichlorobenzene ND ug/L 04/24/15 18:38 120-82-104/20/15 12:4910.5 1
Naphthalene ND ug/L 04/24/15 18:38 91-20-304/20/15 12:4910.5 1
4-Chloroaniline ND ug/L 04/24/15 18:38 106-47-804/20/15 12:4952.6 1
Hexachloro-1,3-butadiene ND ug/L 04/24/15 18:38 87-68-304/20/15 12:4910.5 1
4-Chloro-3-methylphenol ND ug/L 04/24/15 18:38 59-50-704/20/15 12:4910.5 1
2-Methylnaphthalene ND ug/L 04/24/15 18:38 91-57-604/20/15 12:4910.5 1
2,4,6-Trichlorophenol ND ug/L 04/24/15 18:38 88-06-204/20/15 12:4910.5 1
2,4,5-Trichlorophenol ND ug/L 04/24/15 18:38 95-95-404/20/15 12:4910.5 1
2-Chloronaphthalene ND ug/L 04/24/15 18:38 91-58-704/20/15 12:4910.5 1
2-Nitroaniline ND ug/L 04/24/15 18:38 88-74-404/20/15 12:4910.5 1
Dimethylphthalate ND ug/L 04/24/15 18:38 131-11-304/20/15 12:4910.5 1
Acenaphthylene ND ug/L 04/24/15 18:38 208-96-804/20/15 12:4910.5 1
2,6-Dinitrotoluene ND ug/L 04/24/15 18:38 606-20-204/20/15 12:4910.5 1
3-Nitroaniline ND ug/L 04/24/15 18:38 99-09-204/20/15 12:4910.5 1
Acenaphthene ND ug/L 04/24/15 18:38 83-32-904/20/15 12:4910.5 1
2,4-Dinitrophenol ND ug/L 04/24/15 18:38 51-28-5 L204/20/15 12:4910.5 1
4-Nitrophenol ND ug/L 04/24/15 18:38 100-02-704/20/15 12:4910.5 1
Dibenzofuran ND ug/L 04/24/15 18:38 132-64-904/20/15 12:4910.5 1
2,4-Dinitrotoluene ND ug/L 04/24/15 18:38 121-14-204/20/15 12:4910.5 1
Diethylphthalate ND ug/L 04/24/15 18:38 84-66-204/20/15 12:4910.5 1
4-Chlorophenylphenyl ether ND ug/L 04/24/15 18:38 7005-72-304/20/15 12:4910.5 1
Fluorene ND ug/L 04/24/15 18:38 86-73-704/20/15 12:4910.5 1
4-Nitroaniline ND ug/L 04/24/15 18:38 100-01-604/20/15 12:4910.5 1
4,6-Dinitro-2-methylphenol ND ug/L 04/24/15 18:38 534-52-104/20/15 12:4910.5 1
N-Nitrosodiphenylamine ND ug/L 04/24/15 18:38 86-30-604/20/15 12:4910.5 1
4-Bromophenylphenyl ether ND ug/L 04/24/15 18:38 101-55-304/20/15 12:4910.5 1
Hexachlorobenzene ND ug/L 04/24/15 18:38 118-74-104/20/15 12:4910.5 1
Pentachlorophenol ND ug/L 04/24/15 18:38 87-86-504/20/15 12:4921.1 1
Phenanthrene ND ug/L 04/24/15 18:38 85-01-804/20/15 12:4910.5 1
Anthracene ND ug/L 04/24/15 18:38 120-12-704/20/15 12:4910.5 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 39 of 115
AET Project No. 03-05081 Page C39 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-3D Lab ID: 10303128007 Collected: 04/17/15 18:51 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Di-n-butylphthalate ND ug/L 04/24/15 18:38 84-74-204/20/15 12:4910.5 1
Fluoranthene ND ug/L 04/24/15 18:38 206-44-004/20/15 12:4910.5 1
Pyrene ND ug/L 04/24/15 18:38 129-00-004/20/15 12:4910.5 1
Butylbenzylphthalate ND ug/L 04/24/15 18:38 85-68-704/20/15 12:4910.5 1
3,3'-Dichlorobenzidine ND ug/L 04/24/15 18:38 91-94-104/20/15 12:4952.6 1
Benzo(a)anthracene ND ug/L 04/24/15 18:38 56-55-304/20/15 12:4910.5 1
Chrysene ND ug/L 04/24/15 18:38 218-01-904/20/15 12:4910.5 1
bis(2-Ethylhexyl)phthalate ND ug/L 04/24/15 18:38 117-81-704/20/15 12:4910.5 1
Di-n-octylphthalate ND ug/L 04/24/15 18:38 117-84-004/20/15 12:4910.5 1
Benzo(b)fluoranthene ND ug/L 04/24/15 18:38 205-99-204/20/15 12:4910.5 1
Benzo(k)fluoranthene ND ug/L 04/24/15 18:38 207-08-904/20/15 12:4910.5 1
Benzo(a)pyrene ND ug/L 04/24/15 18:38 50-32-804/20/15 12:4910.5 1
Indeno(1,2,3-cd)pyrene ND ug/L 04/24/15 18:38 193-39-504/20/15 12:4910.5 1
Dibenz(a,h)anthracene ND ug/L 04/24/15 18:38 53-70-304/20/15 12:4910.5 1
Benzo(g,h,i)perylene ND ug/L 04/24/15 18:38 191-24-204/20/15 12:4910.5 1
N-Nitrosodimethylamine ND ug/L 04/24/15 18:38 62-75-904/20/15 12:4910.5 1
1,2-Diphenylhydrazine ND ug/L 04/24/15 18:38 122-66-704/20/15 12:4910.5 1
Carbazole ND ug/L 04/24/15 18:38 86-74-804/20/15 12:4910.5 1
1-Methylnaphthalene ND ug/L 04/24/15 18:38 90-12-004/20/15 12:4910.5 1
Surrogates
Nitrobenzene-d5 (S)79 %.04/24/15 18:38 4165-60-004/20/15 12:4954-125 1
2-Fluorobiphenyl (S)78 %.04/24/15 18:38 321-60-804/20/15 12:4935-125 1
p-Terphenyl-d14 (S)87 %.04/24/15 18:38 1718-51-004/20/15 12:4965-125 1
Phenol-d6 (S)79 %.04/24/15 18:38 13127-88-304/20/15 12:4955-125 1
2-Fluorophenol (S)78 %.04/24/15 18:38 367-12-404/20/15 12:4951-125 1
2,4,6-Tribromophenol (S)93 %.04/24/15 18:38 118-79-604/20/15 12:4961-125 1
Analytical Method: EPA 82608260 VOC
Acetone ND ug/L 04/22/15 20:27 67-64-120.0 1
Allyl chloride ND ug/L 04/22/15 20:27 107-05-14.0 1
Benzene ND ug/L 04/22/15 20:27 71-43-21.0 1
Bromobenzene ND ug/L 04/22/15 20:27 108-86-11.0 1
Bromochloromethane ND ug/L 04/22/15 20:27 74-97-51.0 1
Bromodichloromethane ND ug/L 04/22/15 20:27 75-27-41.0 1
Bromoform ND ug/L 04/22/15 20:27 75-25-2 L24.0 1
Bromomethane ND ug/L 04/22/15 20:27 74-83-94.0 1
2-Butanone (MEK)ND ug/L 04/22/15 20:27 78-93-35.0 1
n-Butylbenzene ND ug/L 04/22/15 20:27 104-51-81.0 1
sec-Butylbenzene ND ug/L 04/22/15 20:27 135-98-81.0 1
tert-Butylbenzene ND ug/L 04/22/15 20:27 98-06-61.0 1
Carbon tetrachloride ND ug/L 04/22/15 20:27 56-23-51.0 1
Chlorobenzene ND ug/L 04/22/15 20:27 108-90-71.0 1
Chloroethane ND ug/L 04/22/15 20:27 75-00-31.0 1
Chloroform ND ug/L 04/22/15 20:27 67-66-31.0 1
Chloromethane ND ug/L 04/22/15 20:27 74-87-34.0 1
2-Chlorotoluene ND ug/L 04/22/15 20:27 95-49-81.0 1
4-Chlorotoluene ND ug/L 04/22/15 20:27 106-43-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 40 of 115
AET Project No. 03-05081 Page C40 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-3D Lab ID: 10303128007 Collected: 04/17/15 18:51 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
1,2-Dibromo-3-chloropropane ND ug/L 04/22/15 20:27 96-12-84.0 1
Dibromochloromethane ND ug/L 04/22/15 20:27 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 04/22/15 20:27 106-93-41.0 1
Dibromomethane ND ug/L 04/22/15 20:27 74-95-34.0 1
1,2-Dichlorobenzene ND ug/L 04/22/15 20:27 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 04/22/15 20:27 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 04/22/15 20:27 106-46-71.0 1
Dichlorodifluoromethane 2.3 ug/L 04/22/15 20:27 75-71-81.0 1
1,1-Dichloroethane ND ug/L 04/22/15 20:27 75-34-31.0 1
1,2-Dichloroethane ND ug/L 04/22/15 20:27 107-06-21.0 1
1,1-Dichloroethene ND ug/L 04/22/15 20:27 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 04/22/15 20:27 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 04/22/15 20:27 156-60-51.0 1
Dichlorofluoromethane ND ug/L 04/22/15 20:27 75-43-41.0 1
1,2-Dichloropropane ND ug/L 04/22/15 20:27 78-87-54.0 1
1,3-Dichloropropane ND ug/L 04/22/15 20:27 142-28-91.0 1
2,2-Dichloropropane ND ug/L 04/22/15 20:27 594-20-74.0 1
1,1-Dichloropropene ND ug/L 04/22/15 20:27 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 04/22/15 20:27 10061-01-54.0 1
trans-1,3-Dichloropropene ND ug/L 04/22/15 20:27 10061-02-64.0 1
Diethyl ether (Ethyl ether)ND ug/L 04/22/15 20:27 60-29-710.0 1
Ethylbenzene ND ug/L 04/22/15 20:27 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 04/22/15 20:27 87-68-31.0 1
Isopropylbenzene (Cumene)ND ug/L 04/22/15 20:27 98-82-81.0 1
p-Isopropyltoluene ND ug/L 04/22/15 20:27 99-87-61.0 1
Methylene Chloride ND ug/L 04/22/15 20:27 75-09-24.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 04/22/15 20:27 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 04/22/15 20:27 1634-04-41.0 1
Naphthalene ND ug/L 04/22/15 20:27 91-20-34.0 1
n-Propylbenzene ND ug/L 04/22/15 20:27 103-65-11.0 1
Styrene ND ug/L 04/22/15 20:27 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 04/22/15 20:27 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 04/22/15 20:27 79-34-51.0 1
Tetrachloroethene ND ug/L 04/22/15 20:27 127-18-41.0 1
Tetrahydrofuran ND ug/L 04/22/15 20:27 109-99-910.0 1
Toluene ND ug/L 04/22/15 20:27 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 04/22/15 20:27 87-61-61.0 1
1,2,4-Trichlorobenzene ND ug/L 04/22/15 20:27 120-82-11.0 1
1,1,1-Trichloroethane ND ug/L 04/22/15 20:27 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 04/22/15 20:27 79-00-51.0 1
Trichloroethene ND ug/L 04/22/15 20:27 79-01-60.40 1
Trichlorofluoromethane ND ug/L 04/22/15 20:27 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 04/22/15 20:27 96-18-44.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 04/22/15 20:27 76-13-11.0 1
1,2,4-Trimethylbenzene ND ug/L 04/22/15 20:27 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 04/22/15 20:27 108-67-81.0 1
Vinyl chloride ND ug/L 04/22/15 20:27 75-01-40.40 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 41 of 115
AET Project No. 03-05081 Page C41 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: RMW-3D Lab ID: 10303128007 Collected: 04/17/15 18:51 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Xylene (Total)ND ug/L 04/22/15 20:27 1330-20-73.0 1
Surrogates
1,2-Dichloroethane-d4 (S)95 %.04/22/15 20:27 17060-07-075-125 1
Toluene-d8 (S)98 %.04/22/15 20:27 2037-26-575-125 1
4-Bromofluorobenzene (S)96 %.04/22/15 20:27 460-00-475-125 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 261 mg/L 04/27/15 14:125.0 1
Alkalinity,Bicarbonate (CaCO3)261 mg/L 04/27/15 14:125.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 04/27/15 14:125.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 378 mg/L 04/24/15 14:0010.0 1
Analytical Method: SM 9223 Preparation Method: SM 9223MBIO Total Coliform
Total Coliforms Absent 04/19/15 13:4304/18/15 12:001.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 10 mg/L 04/24/15 17:23 M10.20 2
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 20.7 mg/L 04/24/15 08:58 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 23.6 mg/L 04/29/15 11:11 16887-00-61.0 1
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 04/28/15 13:57 57-12-504/28/15 09:4810.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 04/27/15 16:02 7723-14-004/27/15 12:000.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 42 of 115
AET Project No. 03-05081 Page C42 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Duplicate Lab ID: 10303128008 Collected: 04/17/15 00:00 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 35108081B GCS Pesticides
Aldrin ND ug/L 04/30/15 03:33 309-00-204/21/15 08:030.054 1
alpha-BHC ND ug/L 04/30/15 03:33 319-84-604/21/15 08:030.054 1
beta-BHC ND ug/L 04/30/15 03:33 319-85-704/21/15 08:030.054 1
delta-BHC ND ug/L 04/30/15 03:33 319-86-804/21/15 08:030.054 1
gamma-BHC (Lindane)ND ug/L 04/30/15 03:33 58-89-904/21/15 08:030.054 1
Chlordane (Technical)ND ug/L 04/30/15 03:33 57-74-904/21/15 08:030.54 1
alpha-Chlordane ND ug/L 04/30/15 03:33 5103-71-904/21/15 08:030.054 1
gamma-Chlordane ND ug/L 04/30/15 03:33 5103-74-204/21/15 08:030.054 1
4,4'-DDD ND ug/L 04/30/15 03:33 72-54-804/21/15 08:030.11 1
4,4'-DDE ND ug/L 04/30/15 03:33 72-55-904/21/15 08:030.11 1
4,4'-DDT ND ug/L 04/30/15 03:33 50-29-304/21/15 08:030.11 1
Dieldrin ND ug/L 04/30/15 03:33 60-57-104/21/15 08:030.11 1
Endosulfan I ND ug/L 04/30/15 03:33 959-98-804/21/15 08:030.054 1
Endosulfan II ND ug/L 04/30/15 03:33 33213-65-904/21/15 08:030.11 1
Endosulfan sulfate ND ug/L 04/30/15 03:33 1031-07-804/21/15 08:030.11 1
Endrin ND ug/L 04/30/15 03:33 72-20-804/21/15 08:030.11 1
Endrin aldehyde ND ug/L 04/30/15 03:33 7421-93-404/21/15 08:030.11 1
Endrin ketone ND ug/L 04/30/15 03:33 53494-70-504/21/15 08:030.11 1
Heptachlor ND ug/L 04/30/15 03:33 76-44-804/21/15 08:030.054 1
Heptachlor epoxide ND ug/L 04/30/15 03:33 1024-57-304/21/15 08:030.054 1
Methoxychlor ND ug/L 04/30/15 03:33 72-43-504/21/15 08:030.54 1
Toxaphene ND ug/L 04/30/15 03:33 8001-35-204/21/15 08:031.6 1
Surrogates
Tetrachloro-m-xylene (S)93 %.04/30/15 03:33 877-09-804/21/15 08:0359-125 1
Decachlorobiphenyl (S)106 %.04/30/15 03:33 2051-24-304/21/15 08:0330-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 04/21/15 15:1504/20/15 18:050.11 1
Surrogates
n-Triacontane (S)87 %.04/21/15 15:15 638-68-604/20/15 18:0550-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 04/23/15 22:17 7440-38-204/20/15 21:040.50 1
Beryllium, Dissolved ND ug/L 04/23/15 22:17 7440-41-704/20/15 21:040.20 1
Calcium, Dissolved 83600 ug/L 04/23/15 22:22 7440-70-204/20/15 21:04200 5
Copper, Dissolved ND ug/L 04/23/15 22:17 7440-50-804/20/15 21:041.0 1
Iron, Dissolved ND ug/L 04/23/15 22:17 7439-89-604/20/15 21:0450.0 1
Lead, Dissolved 0.13 ug/L 04/23/15 22:17 7439-92-104/20/15 21:040.10 1
Magnesium, Dissolved 31500 ug/L 04/23/15 22:22 7439-95-404/20/15 21:0450.0 5
Potassium, Dissolved 1780 ug/L 04/23/15 22:17 7440-09-704/20/15 21:0450.0 1
Sodium, Dissolved 6800 ug/L 04/23/15 22:17 7440-23-504/20/15 21:0450.0 1
Thallium, Dissolved ND ug/L 04/23/15 22:17 7440-28-004/20/15 21:040.10 1
Analytical Method: EPA 7470 Preparation Method: EPA 7470A7470 Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 04/26/15 21:12 7439-97-604/20/15 19:250.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 43 of 115
AET Project No. 03-05081 Page C43 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Duplicate Lab ID: 10303128008 Collected: 04/17/15 00:00 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Phenol ND ug/L 04/29/15 19:09 108-95-204/21/15 19:4610.6 1
bis(2-Chloroethyl) ether ND ug/L 04/29/15 19:09 111-44-404/21/15 19:4610.6 1
2-Chlorophenol ND ug/L 04/29/15 19:09 95-57-804/21/15 19:4610.6 1
1,3-Dichlorobenzene ND ug/L 04/29/15 19:09 541-73-104/21/15 19:4610.6 1
1,4-Dichlorobenzene ND ug/L 04/29/15 19:09 106-46-704/21/15 19:4610.6 1
1,2-Dichlorobenzene ND ug/L 04/29/15 19:09 95-50-104/21/15 19:4610.6 1
2-Methylphenol(o-Cresol)ND ug/L 04/29/15 19:09 95-48-704/21/15 19:4610.6 1
bis(2-Chloroisopropyl) ether ND ug/L 04/29/15 19:09 108-60-104/21/15 19:4610.6 1
3&4-Methylphenol(m&p Cresol)ND ug/L 04/29/15 19:0904/21/15 19:4621.3 1
N-Nitroso-di-n-propylamine ND ug/L 04/29/15 19:09 621-64-704/21/15 19:4610.6 1
Hexachloroethane ND ug/L 04/29/15 19:09 67-72-104/21/15 19:4610.6 1
Nitrobenzene ND ug/L 04/29/15 19:09 98-95-304/21/15 19:4610.6 1
Isophorone ND ug/L 04/29/15 19:09 78-59-104/21/15 19:4610.6 1
2-Nitrophenol ND ug/L 04/29/15 19:09 88-75-504/21/15 19:4610.6 1
2,4-Dimethylphenol ND ug/L 04/29/15 19:09 105-67-904/21/15 19:4653.2 1
bis(2-Chloroethoxy)methane ND ug/L 04/29/15 19:09 111-91-104/21/15 19:4610.6 1
2,4-Dichlorophenol ND ug/L 04/29/15 19:09 120-83-204/21/15 19:4610.6 1
1,2,4-Trichlorobenzene ND ug/L 04/29/15 19:09 120-82-104/21/15 19:4610.6 1
Naphthalene ND ug/L 04/29/15 19:09 91-20-304/21/15 19:4610.6 1
4-Chloroaniline ND ug/L 04/29/15 19:09 106-47-804/21/15 19:4653.2 1
Hexachloro-1,3-butadiene ND ug/L 04/29/15 19:09 87-68-304/21/15 19:4610.6 1
4-Chloro-3-methylphenol ND ug/L 04/29/15 19:09 59-50-704/21/15 19:4610.6 1
2-Methylnaphthalene ND ug/L 04/29/15 19:09 91-57-604/21/15 19:4610.6 1
2,4,6-Trichlorophenol ND ug/L 04/29/15 19:09 88-06-204/21/15 19:4610.6 1
2,4,5-Trichlorophenol ND ug/L 04/29/15 19:09 95-95-404/21/15 19:4610.6 1
2-Chloronaphthalene ND ug/L 04/29/15 19:09 91-58-704/21/15 19:4610.6 1
2-Nitroaniline ND ug/L 04/29/15 19:09 88-74-404/21/15 19:4610.6 1
Dimethylphthalate ND ug/L 04/29/15 19:09 131-11-304/21/15 19:4610.6 1
Acenaphthylene ND ug/L 04/29/15 19:09 208-96-804/21/15 19:4610.6 1
2,6-Dinitrotoluene ND ug/L 04/29/15 19:09 606-20-204/21/15 19:4610.6 1
3-Nitroaniline ND ug/L 04/29/15 19:09 99-09-204/21/15 19:4610.6 1
Acenaphthene ND ug/L 04/29/15 19:09 83-32-904/21/15 19:4610.6 1
2,4-Dinitrophenol ND ug/L 04/29/15 19:09 51-28-504/21/15 19:4610.6 1
4-Nitrophenol ND ug/L 04/29/15 19:09 100-02-704/21/15 19:4610.6 1
Dibenzofuran ND ug/L 04/29/15 19:09 132-64-904/21/15 19:4610.6 1
2,4-Dinitrotoluene ND ug/L 04/29/15 19:09 121-14-204/21/15 19:4610.6 1
Diethylphthalate ND ug/L 04/29/15 19:09 84-66-204/21/15 19:4610.6 1
4-Chlorophenylphenyl ether ND ug/L 04/29/15 19:09 7005-72-304/21/15 19:4610.6 1
Fluorene ND ug/L 04/29/15 19:09 86-73-704/21/15 19:4610.6 1
4-Nitroaniline ND ug/L 04/29/15 19:09 100-01-604/21/15 19:4610.6 1
4,6-Dinitro-2-methylphenol ND ug/L 04/29/15 19:09 534-52-104/21/15 19:4610.6 1
N-Nitrosodiphenylamine ND ug/L 04/29/15 19:09 86-30-604/21/15 19:4610.6 1
4-Bromophenylphenyl ether ND ug/L 04/29/15 19:09 101-55-304/21/15 19:4610.6 1
Hexachlorobenzene ND ug/L 04/29/15 19:09 118-74-104/21/15 19:4610.6 1
Pentachlorophenol ND ug/L 04/29/15 19:09 87-86-504/21/15 19:4621.3 1
Phenanthrene ND ug/L 04/29/15 19:09 85-01-804/21/15 19:4610.6 1
Anthracene ND ug/L 04/29/15 19:09 120-12-704/21/15 19:4610.6 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 44 of 115
AET Project No. 03-05081 Page C44 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Duplicate Lab ID: 10303128008 Collected: 04/17/15 00:00 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8270D Preparation Method: EPA 35208270D MSSV
Di-n-butylphthalate ND ug/L 04/29/15 19:09 84-74-204/21/15 19:4610.6 1
Fluoranthene ND ug/L 04/29/15 19:09 206-44-004/21/15 19:4610.6 1
Pyrene ND ug/L 04/29/15 19:09 129-00-004/21/15 19:4610.6 1
Butylbenzylphthalate ND ug/L 04/29/15 19:09 85-68-704/21/15 19:4610.6 1
3,3'-Dichlorobenzidine ND ug/L 04/29/15 19:09 91-94-104/21/15 19:4653.2 1
Benzo(a)anthracene ND ug/L 04/29/15 19:09 56-55-304/21/15 19:4610.6 1
Chrysene ND ug/L 04/29/15 19:09 218-01-904/21/15 19:4610.6 1
bis(2-Ethylhexyl)phthalate ND ug/L 04/29/15 19:09 117-81-704/21/15 19:4610.6 1
Di-n-octylphthalate ND ug/L 04/29/15 19:09 117-84-004/21/15 19:4610.6 1
Benzo(b)fluoranthene ND ug/L 04/29/15 19:09 205-99-204/21/15 19:4610.6 1
Benzo(k)fluoranthene ND ug/L 04/29/15 19:09 207-08-904/21/15 19:4610.6 1
Benzo(a)pyrene ND ug/L 04/29/15 19:09 50-32-804/21/15 19:4610.6 1
Indeno(1,2,3-cd)pyrene ND ug/L 04/29/15 19:09 193-39-504/21/15 19:4610.6 1
Dibenz(a,h)anthracene ND ug/L 04/29/15 19:09 53-70-304/21/15 19:4610.6 1
Benzo(g,h,i)perylene ND ug/L 04/29/15 19:09 191-24-204/21/15 19:4610.6 1
N-Nitrosodimethylamine ND ug/L 04/29/15 19:09 62-75-904/21/15 19:4610.6 1
1,2-Diphenylhydrazine ND ug/L 04/29/15 19:09 122-66-704/21/15 19:4610.6 1
Carbazole ND ug/L 04/29/15 19:09 86-74-804/21/15 19:4610.6 1
1-Methylnaphthalene ND ug/L 04/29/15 19:09 90-12-004/21/15 19:4610.6 1
Surrogates
Nitrobenzene-d5 (S)63 %.04/29/15 19:09 4165-60-004/21/15 19:4654-125 1
2-Fluorobiphenyl (S)65 %.04/29/15 19:09 321-60-804/21/15 19:4635-125 1
p-Terphenyl-d14 (S)63 %.04/29/15 19:09 1718-51-0 S004/21/15 19:4665-125 1
Phenol-d6 (S)62 %.04/29/15 19:09 13127-88-304/21/15 19:4655-125 1
2-Fluorophenol (S)61 %.04/29/15 19:09 367-12-404/21/15 19:4651-125 1
2,4,6-Tribromophenol (S)71 %.04/29/15 19:09 118-79-604/21/15 19:4661-125 1
Analytical Method: EPA 82608260 VOC
Acetone ND ug/L 04/22/15 20:41 67-64-120.0 1
Allyl chloride ND ug/L 04/22/15 20:41 107-05-14.0 1
Benzene ND ug/L 04/22/15 20:41 71-43-21.0 1
Bromobenzene ND ug/L 04/22/15 20:41 108-86-11.0 1
Bromochloromethane ND ug/L 04/22/15 20:41 74-97-51.0 1
Bromodichloromethane ND ug/L 04/22/15 20:41 75-27-41.0 1
Bromoform ND ug/L 04/22/15 20:41 75-25-2 L24.0 1
Bromomethane ND ug/L 04/22/15 20:41 74-83-94.0 1
2-Butanone (MEK)ND ug/L 04/22/15 20:41 78-93-35.0 1
n-Butylbenzene ND ug/L 04/22/15 20:41 104-51-81.0 1
sec-Butylbenzene ND ug/L 04/22/15 20:41 135-98-81.0 1
tert-Butylbenzene ND ug/L 04/22/15 20:41 98-06-61.0 1
Carbon tetrachloride ND ug/L 04/22/15 20:41 56-23-51.0 1
Chlorobenzene ND ug/L 04/22/15 20:41 108-90-71.0 1
Chloroethane ND ug/L 04/22/15 20:41 75-00-31.0 1
Chloroform ND ug/L 04/22/15 20:41 67-66-31.0 1
Chloromethane ND ug/L 04/22/15 20:41 74-87-34.0 1
2-Chlorotoluene ND ug/L 04/22/15 20:41 95-49-81.0 1
4-Chlorotoluene ND ug/L 04/22/15 20:41 106-43-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 45 of 115
AET Project No. 03-05081 Page C45 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Duplicate Lab ID: 10303128008 Collected: 04/17/15 00:00 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
1,2-Dibromo-3-chloropropane ND ug/L 04/22/15 20:41 96-12-84.0 1
Dibromochloromethane ND ug/L 04/22/15 20:41 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 04/22/15 20:41 106-93-41.0 1
Dibromomethane ND ug/L 04/22/15 20:41 74-95-34.0 1
1,2-Dichlorobenzene ND ug/L 04/22/15 20:41 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 04/22/15 20:41 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 04/22/15 20:41 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 04/22/15 20:41 75-71-81.0 1
1,1-Dichloroethane ND ug/L 04/22/15 20:41 75-34-31.0 1
1,2-Dichloroethane ND ug/L 04/22/15 20:41 107-06-21.0 1
1,1-Dichloroethene ND ug/L 04/22/15 20:41 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 04/22/15 20:41 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 04/22/15 20:41 156-60-51.0 1
Dichlorofluoromethane ND ug/L 04/22/15 20:41 75-43-41.0 1
1,2-Dichloropropane ND ug/L 04/22/15 20:41 78-87-54.0 1
1,3-Dichloropropane ND ug/L 04/22/15 20:41 142-28-91.0 1
2,2-Dichloropropane ND ug/L 04/22/15 20:41 594-20-74.0 1
1,1-Dichloropropene ND ug/L 04/22/15 20:41 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 04/22/15 20:41 10061-01-54.0 1
trans-1,3-Dichloropropene ND ug/L 04/22/15 20:41 10061-02-64.0 1
Diethyl ether (Ethyl ether)ND ug/L 04/22/15 20:41 60-29-710.0 1
Ethylbenzene ND ug/L 04/22/15 20:41 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 04/22/15 20:41 87-68-31.0 1
Isopropylbenzene (Cumene)ND ug/L 04/22/15 20:41 98-82-81.0 1
p-Isopropyltoluene ND ug/L 04/22/15 20:41 99-87-61.0 1
Methylene Chloride ND ug/L 04/22/15 20:41 75-09-24.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 04/22/15 20:41 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 04/22/15 20:41 1634-04-41.0 1
Naphthalene ND ug/L 04/22/15 20:41 91-20-34.0 1
n-Propylbenzene ND ug/L 04/22/15 20:41 103-65-11.0 1
Styrene ND ug/L 04/22/15 20:41 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 04/22/15 20:41 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 04/22/15 20:41 79-34-51.0 1
Tetrachloroethene ND ug/L 04/22/15 20:41 127-18-41.0 1
Tetrahydrofuran ND ug/L 04/22/15 20:41 109-99-910.0 1
Toluene ND ug/L 04/22/15 20:41 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 04/22/15 20:41 87-61-61.0 1
1,2,4-Trichlorobenzene ND ug/L 04/22/15 20:41 120-82-11.0 1
1,1,1-Trichloroethane ND ug/L 04/22/15 20:41 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 04/22/15 20:41 79-00-51.0 1
Trichloroethene ND ug/L 04/22/15 20:41 79-01-60.40 1
Trichlorofluoromethane ND ug/L 04/22/15 20:41 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 04/22/15 20:41 96-18-44.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 04/22/15 20:41 76-13-11.0 1
1,2,4-Trimethylbenzene ND ug/L 04/22/15 20:41 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 04/22/15 20:41 108-67-81.0 1
Vinyl chloride ND ug/L 04/22/15 20:41 75-01-40.40 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 46 of 115
AET Project No. 03-05081 Page C46 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Duplicate Lab ID: 10303128008 Collected: 04/17/15 00:00 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Xylene (Total)ND ug/L 04/22/15 20:41 1330-20-73.0 1
Surrogates
1,2-Dichloroethane-d4 (S)91 %.04/22/15 20:41 17060-07-075-125 1
Toluene-d8 (S)97 %.04/22/15 20:41 2037-26-575-125 1
4-Bromofluorobenzene (S)96 %.04/22/15 20:41 460-00-475-125 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 267 mg/L 04/28/15 10:355.0 1
Alkalinity,Bicarbonate (CaCO3)267 mg/L 04/28/15 10:355.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 04/28/15 10:355.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 393 mg/L 04/24/15 14:0010.0 1
Analytical Method: SM 9223 Preparation Method: SM 9223MBIO Total Coliform
Total Coliforms Absent 04/19/15 13:43 H104/18/15 12:001.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 12.9 mg/L 04/24/15 17:490.50 5
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 24.7 mg/L 04/24/15 08:58 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 24.8 mg/L 04/29/15 11:11 16887-00-61.0 1
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 04/28/15 13:58 57-12-504/28/15 09:4810.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 04/27/15 16:03 7723-14-004/27/15 12:000.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 47 of 115
AET Project No. 03-05081 Page C47 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Trip Blank Lab ID: 10303128009 Collected: 04/17/15 00:00 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Acetone ND ug/L 04/22/15 17:33 67-64-120.0 1
Allyl chloride ND ug/L 04/22/15 17:33 107-05-14.0 1
Benzene ND ug/L 04/22/15 17:33 71-43-21.0 1
Bromobenzene ND ug/L 04/22/15 17:33 108-86-11.0 1
Bromochloromethane ND ug/L 04/22/15 17:33 74-97-51.0 1
Bromodichloromethane ND ug/L 04/22/15 17:33 75-27-41.0 1
Bromoform ND ug/L 04/22/15 17:33 75-25-2 L24.0 1
Bromomethane ND ug/L 04/22/15 17:33 74-83-94.0 1
2-Butanone (MEK)ND ug/L 04/22/15 17:33 78-93-35.0 1
n-Butylbenzene ND ug/L 04/22/15 17:33 104-51-81.0 1
sec-Butylbenzene ND ug/L 04/22/15 17:33 135-98-81.0 1
tert-Butylbenzene ND ug/L 04/22/15 17:33 98-06-61.0 1
Carbon tetrachloride ND ug/L 04/22/15 17:33 56-23-51.0 1
Chlorobenzene ND ug/L 04/22/15 17:33 108-90-71.0 1
Chloroethane ND ug/L 04/22/15 17:33 75-00-31.0 1
Chloroform ND ug/L 04/22/15 17:33 67-66-31.0 1
Chloromethane ND ug/L 04/22/15 17:33 74-87-34.0 1
2-Chlorotoluene ND ug/L 04/22/15 17:33 95-49-81.0 1
4-Chlorotoluene ND ug/L 04/22/15 17:33 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 04/22/15 17:33 96-12-84.0 1
Dibromochloromethane ND ug/L 04/22/15 17:33 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 04/22/15 17:33 106-93-41.0 1
Dibromomethane ND ug/L 04/22/15 17:33 74-95-34.0 1
1,2-Dichlorobenzene ND ug/L 04/22/15 17:33 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 04/22/15 17:33 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 04/22/15 17:33 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 04/22/15 17:33 75-71-81.0 1
1,1-Dichloroethane ND ug/L 04/22/15 17:33 75-34-31.0 1
1,2-Dichloroethane ND ug/L 04/22/15 17:33 107-06-21.0 1
1,1-Dichloroethene ND ug/L 04/22/15 17:33 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 04/22/15 17:33 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 04/22/15 17:33 156-60-51.0 1
Dichlorofluoromethane ND ug/L 04/22/15 17:33 75-43-41.0 1
1,2-Dichloropropane ND ug/L 04/22/15 17:33 78-87-54.0 1
1,3-Dichloropropane ND ug/L 04/22/15 17:33 142-28-91.0 1
2,2-Dichloropropane ND ug/L 04/22/15 17:33 594-20-74.0 1
1,1-Dichloropropene ND ug/L 04/22/15 17:33 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 04/22/15 17:33 10061-01-54.0 1
trans-1,3-Dichloropropene ND ug/L 04/22/15 17:33 10061-02-64.0 1
Diethyl ether (Ethyl ether)ND ug/L 04/22/15 17:33 60-29-710.0 1
Ethylbenzene ND ug/L 04/22/15 17:33 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 04/22/15 17:33 87-68-31.0 1
Isopropylbenzene (Cumene)ND ug/L 04/22/15 17:33 98-82-81.0 1
p-Isopropyltoluene ND ug/L 04/22/15 17:33 99-87-61.0 1
Methylene Chloride ND ug/L 04/22/15 17:33 75-09-24.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 04/22/15 17:33 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 04/22/15 17:33 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 48 of 115
AET Project No. 03-05081 Page C48 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Sample: Trip Blank Lab ID: 10303128009 Collected: 04/17/15 00:00 Received: 04/17/15 20:02 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 VOC
Naphthalene ND ug/L 04/22/15 17:33 91-20-34.0 1
n-Propylbenzene ND ug/L 04/22/15 17:33 103-65-11.0 1
Styrene ND ug/L 04/22/15 17:33 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 04/22/15 17:33 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 04/22/15 17:33 79-34-51.0 1
Tetrachloroethene ND ug/L 04/22/15 17:33 127-18-41.0 1
Tetrahydrofuran ND ug/L 04/22/15 17:33 109-99-910.0 1
Toluene ND ug/L 04/22/15 17:33 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 04/22/15 17:33 87-61-61.0 1
1,2,4-Trichlorobenzene ND ug/L 04/22/15 17:33 120-82-11.0 1
1,1,1-Trichloroethane ND ug/L 04/22/15 17:33 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 04/22/15 17:33 79-00-51.0 1
Trichloroethene ND ug/L 04/22/15 17:33 79-01-60.40 1
Trichlorofluoromethane ND ug/L 04/22/15 17:33 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 04/22/15 17:33 96-18-44.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 04/22/15 17:33 76-13-11.0 1
1,2,4-Trimethylbenzene ND ug/L 04/22/15 17:33 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 04/22/15 17:33 108-67-81.0 1
Vinyl chloride ND ug/L 04/22/15 17:33 75-01-40.40 1
Xylene (Total)ND ug/L 04/22/15 17:33 1330-20-73.0 1
Surrogates
1,2-Dichloroethane-d4 (S)90 %.04/22/15 17:33 17060-07-075-125 1
Toluene-d8 (S)97 %.04/22/15 17:33 2037-26-575-125 1
4-Bromofluorobenzene (S)96 %.04/22/15 17:33 460-00-475-125 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 49 of 115
AET Project No. 03-05081 Page C49 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MERP/13290
EPA 7470A
EPA 7470
7470 Mercury Dissolved
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1943584
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Matrix: Water
Analyzed
Mercury, Dissolved ug/L ND 0.20 04/26/15 20:36
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1943585LABORATORY CONTROL SAMPLE:
LCSSpike
Mercury, Dissolved ug/L 5.45 107 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1943586MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303128003
1943587
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Mercury, Dissolved ug/L 5 104 75-125107 3 205ND5.2 5.4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 50 of 115
AET Project No. 03-05081 Page C50 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MPRP/53735
EPA 3020
EPA 6020A
6020A Water Dissolved UPD4
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1942972
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Matrix: Water
Analyzed
Arsenic, Dissolved ug/L ND 0.50 04/23/15 19:57
Beryllium, Dissolved ug/L ND 0.20 04/23/15 19:57
Calcium, Dissolved ug/L ND 40.0 04/23/15 19:57
Copper, Dissolved ug/L ND 1.0 04/23/15 19:57
Iron, Dissolved ug/L ND 50.0 04/23/15 19:57
Lead, Dissolved ug/L ND 0.10 04/23/15 19:57
Magnesium, Dissolved ug/L ND 10.0 04/23/15 19:57
Potassium, Dissolved ug/L ND 50.0 04/23/15 19:57
Sodium, Dissolved ug/L ND 50.0 04/23/15 19:57
Thallium, Dissolved ug/L ND 0.10 04/23/15 19:57
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1942973LABORATORY CONTROL SAMPLE:
LCSSpike
Arsenic, Dissolved ug/L 80.080 100 80-120
Beryllium, Dissolved ug/L 79.680 100 80-120
Calcium, Dissolved ug/L 10701000 107 80-120
Copper, Dissolved ug/L 83.480 104 80-120
Iron, Dissolved ug/L 9641000 96 80-120
Lead, Dissolved ug/L 81.680 102 80-120
Magnesium, Dissolved ug/L 9961000 100 80-120
Potassium, Dissolved ug/L 10001000 100 80-120
Sodium, Dissolved ug/L 9571000 96 80-120
Thallium, Dissolved ug/L 82.580 103 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1943582MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303128001
1943583
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Arsenic, Dissolved ug/L 80 95 75-12597 3 2080ND75.8 77.8
Beryllium, Dissolved ug/L 80 92 75-12591 2 2080ND73.8 72.6
Calcium, Dissolved ug/L M11000-1240 75-125-1300 1 20100010100088900 88300
Copper, Dissolved ug/L 80 98 75-125102 4 2080ND79.0 81.9
Iron, Dissolved ug/L 1000 92 75-12593 2 201000ND925 939
Lead, Dissolved ug/L 80 97 75-12597 0 2080ND78.0 78.0
Magnesium, Dissolved ug/L M11000-88 75-125-114 1 2010003190031100 30800
Potassium, Dissolved ug/L 1000 78 75-12576 0 20100023503130 3110
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 51 of 115
AET Project No. 03-05081 Page C51 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1943582MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303128001
1943583
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sodium, Dissolved ug/L M110001875-1255 1 2010001040010600 10500
Thallium, Dissolved ug/L 80 101 75-125100 0 2080ND80.5 80.1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 52 of 115
AET Project No. 03-05081 Page C52 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/31180
EPA 8260
EPA 8260
8260 MSV 465 W
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008, 10303128009
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1945299
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008, 10303128009
Matrix: Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 04/22/15 16:50
1,1,1-Trichloroethane ug/L ND 1.0 04/22/15 16:50
1,1,2,2-Tetrachloroethane ug/L ND 1.0 04/22/15 16:50
1,1,2-Trichloroethane ug/L ND 1.0 04/22/15 16:50
1,1,2-Trichlorotrifluoroethane ug/L ND 1.0 04/22/15 16:50
1,1-Dichloroethane ug/L ND 1.0 04/22/15 16:50
1,1-Dichloroethene ug/L ND 1.0 04/22/15 16:50
1,1-Dichloropropene ug/L ND 1.0 04/22/15 16:50
1,2,3-Trichlorobenzene ug/L ND 1.0 04/22/15 16:50
1,2,3-Trichloropropane ug/L ND 4.0 04/22/15 16:50
1,2,4-Trichlorobenzene ug/L ND 1.0 04/22/15 16:50
1,2,4-Trimethylbenzene ug/L ND 1.0 04/22/15 16:50
1,2-Dibromo-3-chloropropane ug/L ND 4.0 04/22/15 16:50
1,2-Dibromoethane (EDB)ug/L ND 1.0 04/22/15 16:50
1,2-Dichlorobenzene ug/L ND 1.0 04/22/15 16:50
1,2-Dichloroethane ug/L ND 1.0 04/22/15 16:50
1,2-Dichloropropane ug/L ND 4.0 04/22/15 16:50
1,3,5-Trimethylbenzene ug/L ND 1.0 04/22/15 16:50
1,3-Dichlorobenzene ug/L ND 1.0 04/22/15 16:50
1,3-Dichloropropane ug/L ND 1.0 04/22/15 16:50
1,4-Dichlorobenzene ug/L ND 1.0 04/22/15 16:50
2,2-Dichloropropane ug/L ND 4.0 04/22/15 16:50
2-Butanone (MEK)ug/L ND 5.0 04/22/15 16:50
2-Chlorotoluene ug/L ND 1.0 04/22/15 16:50
4-Chlorotoluene ug/L ND 1.0 04/22/15 16:50
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 04/22/15 16:50
Acetone ug/L ND 20.0 04/22/15 16:50
Allyl chloride ug/L ND 4.0 04/22/15 16:50
Benzene ug/L ND 1.0 04/22/15 16:50
Bromobenzene ug/L ND 1.0 04/22/15 16:50
Bromochloromethane ug/L ND 1.0 04/22/15 16:50
Bromodichloromethane ug/L ND 1.0 04/22/15 16:50
Bromoform ug/L ND 4.0 04/22/15 16:50
Bromomethane ug/L ND 4.0 04/22/15 16:50
Carbon tetrachloride ug/L ND 1.0 04/22/15 16:50
Chlorobenzene ug/L ND 1.0 04/22/15 16:50
Chloroethane ug/L ND 1.0 04/22/15 16:50
Chloroform ug/L ND 1.0 04/22/15 16:50
Chloromethane ug/L ND 4.0 04/22/15 16:50
cis-1,2-Dichloroethene ug/L ND 1.0 04/22/15 16:50
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 53 of 115
AET Project No. 03-05081 Page C53 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1945299
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008, 10303128009
Matrix: Water
Analyzed
cis-1,3-Dichloropropene ug/L ND 4.0 04/22/15 16:50
Dibromochloromethane ug/L ND 1.0 04/22/15 16:50
Dibromomethane ug/L ND 4.0 04/22/15 16:50
Dichlorodifluoromethane ug/L ND 1.0 04/22/15 16:50
Dichlorofluoromethane ug/L ND 1.0 04/22/15 16:50
Diethyl ether (Ethyl ether)ug/L ND 10.0 04/22/15 16:50
Ethylbenzene ug/L ND 1.0 04/22/15 16:50
Hexachloro-1,3-butadiene ug/L ND 1.0 04/22/15 16:50
Isopropylbenzene (Cumene)ug/L ND 1.0 04/22/15 16:50
Methyl-tert-butyl ether ug/L ND 1.0 04/22/15 16:50
Methylene Chloride ug/L ND 4.0 04/22/15 16:50
n-Butylbenzene ug/L ND 1.0 04/22/15 16:50
n-Propylbenzene ug/L ND 1.0 04/22/15 16:50
Naphthalene ug/L ND 4.0 04/22/15 16:50
p-Isopropyltoluene ug/L ND 1.0 04/22/15 16:50
sec-Butylbenzene ug/L ND 1.0 04/22/15 16:50
Styrene ug/L ND 1.0 04/22/15 16:50
tert-Butylbenzene ug/L ND 1.0 04/22/15 16:50
Tetrachloroethene ug/L ND 1.0 04/22/15 16:50
Tetrahydrofuran ug/L ND 10.0 04/22/15 16:50
Toluene ug/L ND 1.0 04/22/15 16:50
trans-1,2-Dichloroethene ug/L ND 1.0 04/22/15 16:50
trans-1,3-Dichloropropene ug/L ND 4.0 04/22/15 16:50
Trichloroethene ug/L ND 0.40 04/22/15 16:50
Trichlorofluoromethane ug/L ND 1.0 04/22/15 16:50
Vinyl chloride ug/L ND 0.40 04/22/15 16:50
Xylene (Total)ug/L ND 3.0 04/22/15 16:50
1,2-Dichloroethane-d4 (S)%.88 75-125 04/22/15 16:50
4-Bromofluorobenzene (S)%.96 75-125 04/22/15 16:50
Toluene-d8 (S)%.97 75-125 04/22/15 16:50
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1945300LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 19.720 98 75-125
1,1,1-Trichloroethane ug/L 20.820 104 75-125
1,1,2,2-Tetrachloroethane ug/L 21.520 107 75-125
1,1,2-Trichloroethane ug/L 22.420 112 75-125
1,1,2-Trichlorotrifluoroethane ug/L 20.720 104 60-135
1,1-Dichloroethane ug/L 23.020 115 69-125
1,1-Dichloroethene ug/L 20.820 104 68-125
1,1-Dichloropropene ug/L 22.120 110 74-125
1,2,3-Trichlorobenzene ug/L 20.320 101 69-136
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 54 of 115
AET Project No. 03-05081 Page C54 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1945300LABORATORY CONTROL SAMPLE:
LCSSpike
1,2,3-Trichloropropane ug/L 21.320 107 75-125
1,2,4-Trichlorobenzene ug/L 20.620 103 73-127
1,2,4-Trimethylbenzene ug/L 20.420 102 75-125
1,2-Dibromo-3-chloropropane ug/L 39.150 78 65-145
1,2-Dibromoethane (EDB)ug/L 22.020 110 75-125
1,2-Dichlorobenzene ug/L 21.820 109 75-125
1,2-Dichloroethane ug/L 22.120 110 73-125
1,2-Dichloropropane ug/L 22.320 111 75-125
1,3,5-Trimethylbenzene ug/L 21.020 105 75-125
1,3-Dichlorobenzene ug/L 21.120 106 74-125
1,3-Dichloropropane ug/L 22.320 112 75-125
1,4-Dichlorobenzene ug/L 21.120 105 75-125
2,2-Dichloropropane ug/L 20.820 104 59-139
2-Butanone (MEK)ug/L 102100 102 63-130
2-Chlorotoluene ug/L 20.320 102 72-125
4-Chlorotoluene ug/L 20.420 102 73-125
4-Methyl-2-pentanone (MIBK)ug/L 109100 109 71-126
Acetone ug/L 76.9100 77 69-131
Allyl chloride ug/L 20.220 101 67-125
Benzene ug/L 21.720 108 71-125
Bromobenzene ug/L 22.220 111 75-125
Bromochloromethane ug/L 20.920 104 75-125
Bromodichloromethane ug/L 17.020 85 75-125
Bromoform ug/L 12.4 L02062 70-125
Bromomethane ug/L 18.320 92 30-150
Carbon tetrachloride ug/L 16.020 80 75-126
Chlorobenzene ug/L 23.120 115 75-125
Chloroethane ug/L 20.620 103 65-134
Chloroform ug/L 19.620 98 75-125
Chloromethane ug/L 15.820 79 39-150
cis-1,2-Dichloroethene ug/L 21.920 109 72-125
cis-1,3-Dichloropropene ug/L 19.220 96 75-125
Dibromochloromethane ug/L 14.920 75 75-125
Dibromomethane ug/L 22.120 110 75-125
Dichlorodifluoromethane ug/L 17.220 86 50-134
Dichlorofluoromethane ug/L 19.820 99 69-125
Diethyl ether (Ethyl ether)ug/L 21.120 105 72-125
Ethylbenzene ug/L 22.120 110 75-125
Hexachloro-1,3-butadiene ug/L 21.520 107 70-138
Isopropylbenzene (Cumene)ug/L 22.020 110 75-125
Methyl-tert-butyl ether ug/L 20.420 102 73-125
Methylene Chloride ug/L 20.420 102 73-125
n-Butylbenzene ug/L 20.520 102 72-133
n-Propylbenzene ug/L 21.220 106 72-126
Naphthalene ug/L 18.020 90 70-127
p-Isopropyltoluene ug/L 21.720 109 72-132
sec-Butylbenzene ug/L 21.220 106 73-132
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 55 of 115
AET Project No. 03-05081 Page C55 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1945300LABORATORY CONTROL SAMPLE:
LCSSpike
Styrene ug/L 21.920 109 75-125
tert-Butylbenzene ug/L 21.820 109 73-128
Tetrachloroethene ug/L 23.920 120 74-125
Tetrahydrofuran ug/L 202200 101 62-133
Toluene ug/L 22.320 111 74-125
trans-1,2-Dichloroethene ug/L 21.120 105 69-125
trans-1,3-Dichloropropene ug/L 18.320 92 75-125
Trichloroethene ug/L 22.120 111 75-125
Trichlorofluoromethane ug/L 19.220 96 74-127
Vinyl chloride ug/L 19.720 98 66-132
Xylene (Total)ug/L 66.560 111 75-125
1,2-Dichloroethane-d4 (S)%.96 75-125
4-Bromofluorobenzene (S)%.97 75-125
Toluene-d8 (S)%.99 75-125
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1946446MATRIX SPIKE SAMPLE:
MSSpike
Result
10303125001
1,1,1,2-Tetrachloroethane ug/L 18.320 92 70-138
<0.50
1,1,1-Trichloroethane ug/L 21.020 105 55-150
<0.26
1,1,2,2-Tetrachloroethane ug/L 19.720 99 64-140
<0.50
1,1,2-Trichloroethane ug/L 20.020 100 67-137
<0.14
1,1,2-Trichlorotrifluoroethane ug/L 20.720 104 51-150
<0.50
1,1-Dichloroethane ug/L 21.920 109 49-150
<0.16
1,1-Dichloroethene ug/L 19.320 97 40-150
<0.20
1,1-Dichloropropene ug/L 21.220 106 50-150
<0.50
1,2,3-Trichlorobenzene ug/L 19.320 96 59-148
<0.50
1,2,3-Trichloropropane ug/L 19.120 96 65-141
<1.2
1,2,4-Trichlorobenzene ug/L 20.120 100 61-140
<0.50
1,2,4-Trimethylbenzene ug/L 19.020 95 58-141
<0.50
1,2-Dibromo-3-chloropropane ug/L 36.150 72 53-150
<2.0
1,2-Dibromoethane (EDB)ug/L 19.720 99 65-137
<0.15
1,2-Dichlorobenzene ug/L 20.220 101 66-133
<0.16
1,2-Dichloroethane ug/L 19.620 98 54-138
<0.13
1,2-Dichloropropane ug/L 20.520 103 62-138
<0.14
1,3,5-Trimethylbenzene ug/L 19.420 97 58-140
<0.50
1,3-Dichlorobenzene ug/L 20.020 100 66-132
<0.50
1,3-Dichloropropane ug/L 19.820 99 66-134
<0.50
1,4-Dichlorobenzene ug/L 19.320 97 65-129
<0.50
2,2-Dichloropropane ug/L 20.320 102 40-150
<0.17
2-Butanone (MEK)ug/L 93.8100 94 51-147
<2.5
2-Chlorotoluene ug/L 18.920 94 58-147
<0.14
4-Chlorotoluene ug/L 19.320 96 64-138
<0.083
4-Methyl-2-pentanone (MIBK)ug/L 96.4100 96 59-143
<2.5
Acetone ug/L 94.2100 94 63-147
<10.0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
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Minneapolis, MN 55414
(612)607-1700
Page 56 of 115
AET Project No. 03-05081 Page C56 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1946446MATRIX SPIKE SAMPLE:
MSSpike
Result
10303125001
Allyl chloride ug/L 19.620 98 45-150
<0.45
Benzene ug/L 19.920 100 53-139
<0.15
Bromobenzene ug/L 20.620 103 66-136
<0.13
Bromochloromethane ug/L 20.320 102 64-136
<0.12
Bromodichloromethane ug/L 16.320 82 66-138
<0.20
Bromoform ug/L 12.220 61 59-136
<2.0
Bromomethane ug/L 16.720 83 30-150
<2.0
Carbon tetrachloride ug/L 17.320 86 56-150
<0.16
Chlorobenzene ug/L 21.320 106 65-133
<0.066
Chloroethane ug/L 21.820 109 48-150
<0.27
Chloroform ug/L 18.720 94 57-145
<0.16
Chloromethane ug/L 16.020 80 30-150
<0.34
cis-1,2-Dichloroethene ug/L 21.620 108 49-150
<0.13
cis-1,3-Dichloropropene ug/L 18.020 90 64-130
<0.13
Dibromochloromethane ug/L 14.220 71 68-138
<0.50
Dibromomethane ug/L 20.520 103 67-134
<0.18
Dichlorodifluoromethane ug/L 18.520 92 45-150
<0.50
Dichlorofluoromethane ug/L 20.020 100 54-150
<0.20
Diethyl ether (Ethyl ether)ug/L 19.620 98 50-145
<0.14
Ethylbenzene ug/L 20.320 101 55-139
<0.16
Hexachloro-1,3-butadiene ug/L 20.820 104 49-150
<0.50
Isopropylbenzene (Cumene)ug/L 21.220 106 64-142
<0.50
Methyl-tert-butyl ether ug/L 18.520 93 62-129
<0.17
Methylene Chloride ug/L 18.920 94 57-132
<2.0
n-Butylbenzene ug/L 19.920 99 55-150
<0.50
n-Propylbenzene ug/L 20.020 100 59-142
<0.50
Naphthalene ug/L 17.020 85 51-150
<2.0
p-Isopropyltoluene ug/L 20.920 104 60-149
<0.50
sec-Butylbenzene ug/L 20.520 103 60-150
<0.50
Styrene ug/L 20.220 101 68-134
<0.069
tert-Butylbenzene ug/L 20.720 104 62-146
<0.50
Tetrachloroethene ug/L 30.920 117 50-150
7.5
Tetrahydrofuran ug/L 214200 107 59-145
<2.0
Toluene ug/L 20.620 103 52-148
<0.11
trans-1,2-Dichloroethene ug/L 19.920 100 45-150
<0.23
trans-1,3-Dichloropropene ug/L 17.120 86 68-132
<0.18
Trichloroethene ug/L 21.220 104 52-150
0.48
Trichlorofluoromethane ug/L 19.920 100 55-150
<0.22
Vinyl chloride ug/L 20.220 101 43-150
<0.10
Xylene (Total)ug/L 62.560 104 54-144
<0.40
1,2-Dichloroethane-d4 (S)%.94 75-125
4-Bromofluorobenzene (S)%.95 75-125
Toluene-d8 (S)%.98 75-125
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 57 of 115
AET Project No. 03-05081 Page C57 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
10303125002
1946447SAMPLE DUPLICATE:
1,1,1,2-Tetrachloroethane ug/L ND 30<0.50
1,1,1-Trichloroethane ug/L ND 30<0.26
1,1,2,2-Tetrachloroethane ug/L ND 30<0.50
1,1,2-Trichloroethane ug/L ND 30<0.14
1,1,2-Trichlorotrifluoroethane ug/L ND 30<0.50
1,1-Dichloroethane ug/L ND 30<0.16
1,1-Dichloroethene ug/L ND 30<0.20
1,1-Dichloropropene ug/L ND 30<0.50
1,2,3-Trichlorobenzene ug/L ND 30<0.50
1,2,3-Trichloropropane ug/L ND 30<1.2
1,2,4-Trichlorobenzene ug/L ND 30<0.50
1,2,4-Trimethylbenzene ug/L ND 30<0.50
1,2-Dibromo-3-chloropropane ug/L ND 30<2.0
1,2-Dibromoethane (EDB)ug/L ND 30<0.15
1,2-Dichlorobenzene ug/L ND 30<0.16
1,2-Dichloroethane ug/L ND 30<0.13
1,2-Dichloropropane ug/L ND 30<0.14
1,3,5-Trimethylbenzene ug/L ND 30<0.50
1,3-Dichlorobenzene ug/L ND 30<0.50
1,3-Dichloropropane ug/L ND 30<0.50
1,4-Dichlorobenzene ug/L ND 30<0.50
2,2-Dichloropropane ug/L ND 30<0.17
2-Butanone (MEK)ug/L ND 30<2.5
2-Chlorotoluene ug/L ND 30<0.14
4-Chlorotoluene ug/L ND 30<0.083
4-Methyl-2-pentanone (MIBK)ug/L ND 30<2.5
Acetone ug/L ND 30<10.0
Allyl chloride ug/L ND 30<0.45
Benzene ug/L ND 30<0.15
Bromobenzene ug/L ND 30<0.13
Bromochloromethane ug/L ND 30<0.12
Bromodichloromethane ug/L ND 30<0.20
Bromoform ug/L ND 30<2.0
Bromomethane ug/L ND 30<2.0
Carbon tetrachloride ug/L ND 30<0.16
Chlorobenzene ug/L ND 30<0.066
Chloroethane ug/L ND 30<0.27
Chloroform ug/L ND 30<0.16
Chloromethane ug/L ND 30<0.34
cis-1,2-Dichloroethene ug/L ND 30<0.13
cis-1,3-Dichloropropene ug/L ND 30<0.13
Dibromochloromethane ug/L ND 30<0.50
Dibromomethane ug/L ND 30<0.18
Dichlorodifluoromethane ug/L ND 30<0.50
Dichlorofluoromethane ug/L ND 30<0.20
Diethyl ether (Ethyl ether)ug/L ND 30<0.14
Ethylbenzene ug/L ND 30<0.16
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 58 of 115
AET Project No. 03-05081 Page C58 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
10303125002
1946447SAMPLE DUPLICATE:
Hexachloro-1,3-butadiene ug/L ND 30<0.50
Isopropylbenzene (Cumene)ug/L ND 30<0.50
Methyl-tert-butyl ether ug/L ND 30<0.17
Methylene Chloride ug/L ND 30<2.0
n-Butylbenzene ug/L ND 30<0.50
n-Propylbenzene ug/L ND 30<0.50
Naphthalene ug/L ND 30<2.0
p-Isopropyltoluene ug/L ND 30<0.50
sec-Butylbenzene ug/L ND 30<0.50
Styrene ug/L ND 30<0.069
tert-Butylbenzene ug/L ND 30<0.50
Tetrachloroethene ug/L ND 30<0.16
Tetrahydrofuran ug/L ND 30<2.0
Toluene ug/L ND 30<0.11
trans-1,2-Dichloroethene ug/L ND 30<0.23
trans-1,3-Dichloropropene ug/L ND 30<0.18
Trichloroethene ug/L ND 30<0.091
Trichlorofluoromethane ug/L ND 30<0.22
Vinyl chloride ug/L ND 30<0.10
Xylene (Total)ug/L ND 30<0.40
1,2-Dichloroethane-d4 (S)%.91 190
4-Bromofluorobenzene (S)%.97 198
Toluene-d8 (S)%.97 197
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 59 of 115
AET Project No. 03-05081 Page C59 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
OEXT/28913
EPA 3510
EPA 8081B
8081B GCS Pesticides
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1943753
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Matrix: Water
Analyzed
4,4'-DDD ug/L ND 0.10 04/29/15 23:35
4,4'-DDE ug/L ND 0.10 04/29/15 23:35
4,4'-DDT ug/L ND 0.10 04/29/15 23:35
Aldrin ug/L ND 0.050 04/29/15 23:35
alpha-BHC ug/L ND 0.050 04/29/15 23:35
alpha-Chlordane ug/L ND 0.050 04/29/15 23:35
beta-BHC ug/L ND 0.050 04/29/15 23:35
Chlordane (Technical)ug/L ND 0.50 04/29/15 23:35
delta-BHC ug/L ND 0.050 04/29/15 23:35
Dieldrin ug/L ND 0.10 04/29/15 23:35
Endosulfan I ug/L ND 0.050 04/29/15 23:35
Endosulfan II ug/L ND 0.10 04/29/15 23:35
Endosulfan sulfate ug/L ND 0.10 04/29/15 23:35
Endrin ug/L ND 0.10 04/29/15 23:35
Endrin aldehyde ug/L ND 0.10 04/29/15 23:35
Endrin ketone ug/L ND 0.10 04/29/15 23:35
gamma-BHC (Lindane)ug/L ND 0.050 04/29/15 23:35
gamma-Chlordane ug/L ND 0.050 04/29/15 23:35
Heptachlor ug/L ND 0.050 04/29/15 23:35
Heptachlor epoxide ug/L ND 0.050 04/29/15 23:35
Methoxychlor ug/L ND 0.50 04/29/15 23:35
Toxaphene ug/L ND 1.5 04/29/15 23:35
Decachlorobiphenyl (S)%.91 30-137 04/29/15 23:35
Tetrachloro-m-xylene (S)%.69 59-125 04/29/15 23:35
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1943754LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1943755
4,4'-DDD ug/L 0.961 96 65-1251051.0 9 20
4,4'-DDE ug/L 0.971 97 68-1251051.0 8 20
4,4'-DDT ug/L 0.981 98 64-1251081.1 9 20
Aldrin ug/L 0.46.5 92 62-1251020.51 10 20
alpha-BHC ug/L 0.45.5 90 65-1251000.50 10 20
alpha-Chlordane ug/L 0.50.5 100 67-1251100.55 9 20
beta-BHC ug/L 0.47.5 94 66-1251030.51 9 20
delta-BHC ug/L 0.40.5 80 63-125880.44 10 20
Dieldrin ug/L 0.981 98 70-1301081.1 10 20
Endosulfan I ug/L 0.46.5 91 63-1251010.51 10 20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 60 of 115
AET Project No. 03-05081 Page C60 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1943754LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1943755
Endosulfan II ug/L 1.11 106 67-1251161.2 9 20
Endosulfan sulfate ug/L 1.21 115 60-1271261.3 9 20
Endrin ug/L 1.11 106 67-1251191.2 11 20
Endrin aldehyde ug/L 1.01 103 68-1251131.1 9 20
Endrin ketone ug/L 1.01 105 66-1251141.1 8 20
gamma-BHC (Lindane)ug/L 0.46.5 93 64-1251030.51 10 20
gamma-Chlordane ug/L 0.48.5 96 66-1251050.53 9 20
Heptachlor ug/L 0.47.5 94 63-1251030.52 10 20
Heptachlor epoxide ug/L 0.49.5 98 64-1251070.53 9 20
Methoxychlor ug/L 5.65 112 71-1251226.1 9 20
Decachlorobiphenyl (S)%.104 30-137109
Tetrachloro-m-xylene (S)%.79 59-12586
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 61 of 115
AET Project No. 03-05081 Page C61 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
OEXT/28906
EPA 3520
EPA 8270D
8270D Water MSSV
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1943391
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007
Matrix: Water
Analyzed
1,2,4-Trichlorobenzene ug/L ND 10.0 04/24/15 15:24
1,2-Dichlorobenzene ug/L ND 10.0 04/24/15 15:24
1,2-Diphenylhydrazine ug/L ND 10.0 04/24/15 15:24
1,3-Dichlorobenzene ug/L ND 10.0 04/24/15 15:24
1,4-Dichlorobenzene ug/L ND 10.0 04/24/15 15:24
1-Methylnaphthalene ug/L ND 10.0 04/24/15 15:24
2,4,5-Trichlorophenol ug/L ND 10.0 04/24/15 15:24
2,4,6-Trichlorophenol ug/L ND 10.0 04/24/15 15:24
2,4-Dichlorophenol ug/L ND 10.0 04/24/15 15:24
2,4-Dimethylphenol ug/L ND 50.0 04/24/15 15:24
2,4-Dinitrophenol ug/L ND 10.0 04/24/15 15:24
2,4-Dinitrotoluene ug/L ND 10.0 04/24/15 15:24
2,6-Dinitrotoluene ug/L ND 10.0 04/24/15 15:24
2-Chloronaphthalene ug/L ND 10.0 04/24/15 15:24
2-Chlorophenol ug/L ND 10.0 04/24/15 15:24
2-Methylnaphthalene ug/L ND 10.0 04/24/15 15:24
2-Methylphenol(o-Cresol)ug/L ND 10.0 04/24/15 15:24
2-Nitroaniline ug/L ND 10.0 04/24/15 15:24
2-Nitrophenol ug/L ND 10.0 04/24/15 15:24
3&4-Methylphenol(m&p Cresol)ug/L ND 20.0 04/24/15 15:24
3,3'-Dichlorobenzidine ug/L ND 50.0 04/24/15 15:24
3-Nitroaniline ug/L ND 10.0 04/24/15 15:24
4,6-Dinitro-2-methylphenol ug/L ND 10.0 04/24/15 15:24
4-Bromophenylphenyl ether ug/L ND 10.0 04/24/15 15:24
4-Chloro-3-methylphenol ug/L ND 10.0 04/24/15 15:24
4-Chloroaniline ug/L ND 50.0 04/24/15 15:24
4-Chlorophenylphenyl ether ug/L ND 10.0 04/24/15 15:24
4-Nitroaniline ug/L ND 10.0 04/24/15 15:24
4-Nitrophenol ug/L ND 10.0 04/24/15 15:24
Acenaphthene ug/L ND 10.0 04/24/15 15:24
Acenaphthylene ug/L ND 10.0 04/24/15 15:24
Anthracene ug/L ND 10.0 04/24/15 15:24
Benzo(a)anthracene ug/L ND 10.0 04/24/15 15:24
Benzo(a)pyrene ug/L ND 10.0 04/24/15 15:24
Benzo(b)fluoranthene ug/L ND 10.0 04/24/15 15:24
Benzo(g,h,i)perylene ug/L ND 10.0 04/24/15 15:24
Benzo(k)fluoranthene ug/L ND 10.0 04/24/15 15:24
bis(2-Chloroethoxy)methane ug/L ND 10.0 04/24/15 15:24
bis(2-Chloroethyl) ether ug/L ND 10.0 04/24/15 15:24
bis(2-Chloroisopropyl) ether ug/L ND 10.0 04/24/15 15:24
bis(2-Ethylhexyl)phthalate ug/L ND 10.0 04/24/15 15:24
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 62 of 115
AET Project No. 03-05081 Page C62 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1943391
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007
Matrix: Water
Analyzed
Butylbenzylphthalate ug/L ND 10.0 04/24/15 15:24
Carbazole ug/L ND 10.0 04/24/15 15:24
Chrysene ug/L ND 10.0 04/24/15 15:24
Di-n-butylphthalate ug/L ND 10.0 04/24/15 15:24
Di-n-octylphthalate ug/L ND 10.0 04/24/15 15:24
Dibenz(a,h)anthracene ug/L ND 10.0 04/24/15 15:24
Dibenzofuran ug/L ND 10.0 04/24/15 15:24
Diethylphthalate ug/L ND 10.0 04/24/15 15:24
Dimethylphthalate ug/L ND 10.0 04/24/15 15:24
Fluoranthene ug/L ND 10.0 04/24/15 15:24
Fluorene ug/L ND 10.0 04/24/15 15:24
Hexachloro-1,3-butadiene ug/L ND 10.0 04/24/15 15:24
Hexachlorobenzene ug/L ND 10.0 04/24/15 15:24
Hexachloroethane ug/L ND 10.0 04/24/15 15:24
Indeno(1,2,3-cd)pyrene ug/L ND 10.0 04/24/15 15:24
Isophorone ug/L ND 10.0 04/24/15 15:24
N-Nitroso-di-n-propylamine ug/L ND 10.0 04/24/15 15:24
N-Nitrosodimethylamine ug/L ND 10.0 04/24/15 15:24
N-Nitrosodiphenylamine ug/L ND 10.0 04/24/15 15:24
Naphthalene ug/L ND 10.0 04/24/15 15:24
Nitrobenzene ug/L ND 10.0 04/24/15 15:24
Pentachlorophenol ug/L ND 20.0 04/24/15 15:24
Phenanthrene ug/L ND 10.0 04/24/15 15:24
Phenol ug/L ND 10.0 04/24/15 15:24
Pyrene ug/L ND 10.0 04/24/15 15:24
2,4,6-Tribromophenol (S)%.90 61-125 04/24/15 15:24
2-Fluorobiphenyl (S)%.65 35-125 04/24/15 15:24
2-Fluorophenol (S)%.80 51-125 04/24/15 15:24
Nitrobenzene-d5 (S)%.79 54-125 04/24/15 15:24
p-Terphenyl-d14 (S)%.87 65-125 04/24/15 15:24
Phenol-d6 (S)%.79 55-125 04/24/15 15:24
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1943392LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1943393
1,2,4-Trichlorobenzene ug/L 37.450 75 58-1258039.8 6 20
1,2-Dichlorobenzene ug/L 32.450 65 51-1257235.9 10 20
1,2-Diphenylhydrazine ug/L 40.950 82 68-1258241.0 0 20
1,3-Dichlorobenzene ug/L 31.050 62 48-1257034.9 12 20
1,4-Dichlorobenzene ug/L 32.250 64 49-1257135.4 10 20
1-Methylnaphthalene ug/L 40.050 80 68-1258241.1 3 20
2,4,5-Trichlorophenol ug/L 45.750 91 69-1259447.2 3 20
2,4,6-Trichlorophenol ug/L 46.150 92 70-1259647.8 4 20
2,4-Dichlorophenol ug/L 44.450 89 67-1259245.8 3 20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 63 of 115
AET Project No. 03-05081 Page C63 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1943392LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1943393
2,4-Dimethylphenol ug/L 34.6J50 69 40-1257436.9J 20
2,4-Dinitrophenol ug/L 11.3 L0,R1502330-1253115.7 32 20
2,4-Dinitrotoluene ug/L 45.450 91 70-1259245.9 1 20
2,6-Dinitrotoluene ug/L 44.850 90 70-1258944.4 1 20
2-Chloronaphthalene ug/L 41.450 83 68-1258542.6 3 20
2-Chlorophenol ug/L 38.650 77 52-1258241.0 6 20
2-Methylnaphthalene ug/L 40.550 81 66-1258442.2 4 20
2-Methylphenol(o-Cresol)ug/L 36.250 72 62-1257738.6 6 20
2-Nitroaniline ug/L 43.650 87 69-1258844.2 1 20
2-Nitrophenol ug/L 45.150 90 57-1259145.6 1 20
3&4-Methylphenol(m&p Cresol)ug/L 38.850 78 62-1258241.0 5 20
3,3'-Dichlorobenzidine ug/L 45.1J50 90 59-1259145.3J 20
3-Nitroaniline ug/L 48.550 97 65-1259849.1 1 20
4,6-Dinitro-2-methylphenol ug/L 20.1 R1504037-1255226.2 26 20
4-Bromophenylphenyl ether ug/L 42.950 86 71-1258643.0 0 20
4-Chloro-3-methylphenol ug/L 44.750 89 70-1259145.3 1 20
4-Chloroaniline ug/L 37.5J50 75 45-1258140.5J 20
4-Chlorophenylphenyl ether ug/L 43.750 87 71-1258643.0 2 20
4-Nitroaniline ug/L 47.050 94 67-1259246.0 2 20
4-Nitrophenol ug/L 41.950 84 57-1258442.0 0 20
Acenaphthene ug/L 40.650 81 70-1258240.9 1 20
Acenaphthylene ug/L 42.450 85 70-1258442.2 0 20
Anthracene ug/L 44.150 88 71-1258844.0 0 20
Benzo(a)anthracene ug/L 43.450 87 70-1258542.7 1 20
Benzo(a)pyrene ug/L 44.450 89 68-1258743.6 2 20
Benzo(b)fluoranthene ug/L 44.050 88 70-1258944.3 1 20
Benzo(g,h,i)perylene ug/L 43.250 86 68-1258643.2 0 20
Benzo(k)fluoranthene ug/L 45.850 92 68-1258944.7 3 20
bis(2-Chloroethoxy)methane ug/L 38.750 77 59-1257939.4 2 20
bis(2-Chloroethyl) ether ug/L 33.7 L0506768-1257235.8 6 20
bis(2-Chloroisopropyl) ether ug/L 31.850 64 44-1256733.6 6 20
bis(2-Ethylhexyl)phthalate ug/L 42.950 86 44-1258341.6 3 20
Butylbenzylphthalate ug/L 42.550 85 69-1258441.9 2 20
Carbazole ug/L 45.350 91 71-1259246.0 2 20
Chrysene ug/L 42.650 85 70-1258542.7 0 20
Di-n-butylphthalate ug/L 42.550 85 72-1258642.8 1 20
Di-n-octylphthalate ug/L 44.850 90 70-1258944.3 1 20
Dibenz(a,h)anthracene ug/L 43.850 88 69-1258743.5 1 20
Dibenzofuran ug/L 43.550 87 71-1258743.7 0 20
Diethylphthalate ug/L 43.250 86 70-1258643.1 0 20
Dimethylphthalate ug/L 43.950 88 71-1258844.2 1 20
Fluoranthene ug/L 43.850 88 72-1258844.0 1 20
Fluorene ug/L 43.950 88 71-1258743.4 1 20
Hexachloro-1,3-butadiene ug/L 35.650 71 53-1257738.3 7 20
Hexachlorobenzene ug/L 40.350 81 69-1258140.4 0 20
Hexachloroethane ug/L 28.450 57 30-1256432.2 13 20
Indeno(1,2,3-cd)pyrene ug/L 43.550 87 68-1258743.6 0 20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 64 of 115
AET Project No. 03-05081 Page C64 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1943392LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1943393
Isophorone ug/L 39.550 79 66-1258040.2 2 20
N-Nitroso-di-n-propylamine ug/L 35.850 72 59-1257637.8 5 20
N-Nitrosodimethylamine ug/L 36.850 74 37-1257939.3 6 20
N-Nitrosodiphenylamine ug/L 42.550 85 70-1258643.1 1 20
Naphthalene ug/L 38.550 77 58-1258040.2 4 20
Nitrobenzene ug/L 38.050 76 52-1258040.0 5 20
Pentachlorophenol ug/L 25.950 52 50-1286029.9 14 20
Phenanthrene ug/L 43.350 87 72-1258743.4 0 20
Phenol ug/L 37.750 75 55-1257939.6 5 20
Pyrene ug/L 42.150 84 71-1258341.7 1 20
2,4,6-Tribromophenol (S)%.94 61-12594
2-Fluorobiphenyl (S)%.65 35-12573
2-Fluorophenol (S)%.74 51-12577
Nitrobenzene-d5 (S)%.75 54-12578
p-Terphenyl-d14 (S)%.84 65-12582
Phenol-d6 (S)%.78 55-12581
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 65 of 115
AET Project No. 03-05081 Page C65 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
OEXT/28921
EPA 3520
EPA 8270D
8270D Water MSSV
Associated Lab Samples: 10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1944514
Associated Lab Samples:10303128008
Matrix: Water
Analyzed
1,2,4-Trichlorobenzene ug/L ND 10.0 04/29/15 17:10
1,2-Dichlorobenzene ug/L ND 10.0 04/29/15 17:10
1,2-Diphenylhydrazine ug/L ND 10.0 04/29/15 17:10
1,3-Dichlorobenzene ug/L ND 10.0 04/29/15 17:10
1,4-Dichlorobenzene ug/L ND 10.0 04/29/15 17:10
1-Methylnaphthalene ug/L ND 10.0 04/29/15 17:10
2,4,5-Trichlorophenol ug/L ND 10.0 04/29/15 17:10
2,4,6-Trichlorophenol ug/L ND 10.0 04/29/15 17:10
2,4-Dichlorophenol ug/L ND 10.0 04/29/15 17:10
2,4-Dimethylphenol ug/L ND 50.0 04/29/15 17:10
2,4-Dinitrophenol ug/L ND 10.0 04/29/15 17:10
2,4-Dinitrotoluene ug/L ND 10.0 04/29/15 17:10
2,6-Dinitrotoluene ug/L ND 10.0 04/29/15 17:10
2-Chloronaphthalene ug/L ND 10.0 04/29/15 17:10
2-Chlorophenol ug/L ND 10.0 04/29/15 17:10
2-Methylnaphthalene ug/L ND 10.0 04/29/15 17:10
2-Methylphenol(o-Cresol)ug/L ND 10.0 04/29/15 17:10
2-Nitroaniline ug/L ND 10.0 04/29/15 17:10
2-Nitrophenol ug/L ND 10.0 04/29/15 17:10
3&4-Methylphenol(m&p Cresol)ug/L ND 20.0 04/29/15 17:10
3,3'-Dichlorobenzidine ug/L ND 50.0 04/29/15 17:10
3-Nitroaniline ug/L ND 10.0 04/29/15 17:10
4,6-Dinitro-2-methylphenol ug/L ND 10.0 04/29/15 17:10
4-Bromophenylphenyl ether ug/L ND 10.0 04/29/15 17:10
4-Chloro-3-methylphenol ug/L ND 10.0 04/29/15 17:10
4-Chloroaniline ug/L ND 50.0 04/29/15 17:10
4-Chlorophenylphenyl ether ug/L ND 10.0 04/29/15 17:10
4-Nitroaniline ug/L ND 10.0 04/29/15 17:10
4-Nitrophenol ug/L ND 10.0 04/29/15 17:10
Acenaphthene ug/L ND 10.0 04/29/15 17:10
Acenaphthylene ug/L ND 10.0 04/29/15 17:10
Anthracene ug/L ND 10.0 04/29/15 17:10
Benzo(a)anthracene ug/L ND 10.0 04/29/15 17:10
Benzo(a)pyrene ug/L ND 10.0 04/29/15 17:10
Benzo(b)fluoranthene ug/L ND 10.0 04/29/15 17:10
Benzo(g,h,i)perylene ug/L ND 10.0 04/29/15 17:10
Benzo(k)fluoranthene ug/L ND 10.0 04/29/15 17:10
bis(2-Chloroethoxy)methane ug/L ND 10.0 04/29/15 17:10
bis(2-Chloroethyl) ether ug/L ND 10.0 04/29/15 17:10
bis(2-Chloroisopropyl) ether ug/L ND 10.0 04/29/15 17:10
bis(2-Ethylhexyl)phthalate ug/L ND 10.0 04/29/15 17:10
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 66 of 115
AET Project No. 03-05081 Page C66 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1944514
Associated Lab Samples:10303128008
Matrix: Water
Analyzed
Butylbenzylphthalate ug/L ND 10.0 04/29/15 17:10
Carbazole ug/L ND 10.0 04/29/15 17:10
Chrysene ug/L ND 10.0 04/29/15 17:10
Di-n-butylphthalate ug/L ND 10.0 04/29/15 17:10
Di-n-octylphthalate ug/L ND 10.0 04/29/15 17:10
Dibenz(a,h)anthracene ug/L ND 10.0 04/29/15 17:10
Dibenzofuran ug/L ND 10.0 04/29/15 17:10
Diethylphthalate ug/L ND 10.0 04/29/15 17:10
Dimethylphthalate ug/L ND 10.0 04/29/15 17:10
Fluoranthene ug/L ND 10.0 04/29/15 17:10
Fluorene ug/L ND 10.0 04/29/15 17:10
Hexachloro-1,3-butadiene ug/L ND 10.0 04/29/15 17:10
Hexachlorobenzene ug/L ND 10.0 04/29/15 17:10
Hexachloroethane ug/L ND 10.0 04/29/15 17:10
Indeno(1,2,3-cd)pyrene ug/L ND 10.0 04/29/15 17:10
Isophorone ug/L ND 10.0 04/29/15 17:10
N-Nitroso-di-n-propylamine ug/L ND 10.0 04/29/15 17:10
N-Nitrosodimethylamine ug/L ND 10.0 04/29/15 17:10
N-Nitrosodiphenylamine ug/L ND 10.0 04/29/15 17:10
Naphthalene ug/L ND 10.0 04/29/15 17:10
Nitrobenzene ug/L ND 10.0 04/29/15 17:10
Pentachlorophenol ug/L ND 20.0 04/29/15 17:10
Phenanthrene ug/L ND 10.0 04/29/15 17:10
Phenol ug/L ND 10.0 04/29/15 17:10
Pyrene ug/L ND 10.0 04/29/15 17:10
2,4,6-Tribromophenol (S)%.81 61-125 04/29/15 17:10
2-Fluorobiphenyl (S)%.74 35-125 04/29/15 17:10
2-Fluorophenol (S)%.70 51-125 04/29/15 17:10
Nitrobenzene-d5 (S)%.73 54-125 04/29/15 17:10
p-Terphenyl-d14 (S)%.79 65-125 04/29/15 17:10
Phenol-d6 (S)%.73 55-125 04/29/15 17:10
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1944515LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1944516
1,2,4-Trichlorobenzene ug/L 38.350 77 58-1257336.5 5 20
1,2-Dichlorobenzene ug/L 35.550 71 51-1257034.9 2 20
1,2-Diphenylhydrazine ug/L 41.950 84 68-1258442.0 0 20
1,3-Dichlorobenzene ug/L 34.150 68 48-1256833.8 1 20
1,4-Dichlorobenzene ug/L 34.550 69 49-1256733.5 3 20
1-Methylnaphthalene ug/L 39.850 80 68-1257638.1 4 20
2,4,5-Trichlorophenol ug/L 44.350 89 69-1258643.2 2 20
2,4,6-Trichlorophenol ug/L 43.450 87 70-1258643.1 1 20
2,4-Dichlorophenol ug/L 40.750 81 67-1257738.5 5 20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 67 of 115
AET Project No. 03-05081 Page C67 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1944515LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1944516
2,4-Dimethylphenol ug/L 38.1J50 76 40-1257135.7J 20
2,4-Dinitrophenol ug/L 28.450 57 30-1256230.9 8 20
2,4-Dinitrotoluene ug/L 46.350 93 70-1259246.1 0 20
2,6-Dinitrotoluene ug/L 46.050 92 70-1259245.9 0 20
2-Chloronaphthalene ug/L 41.450 83 68-1258040.1 3 20
2-Chlorophenol ug/L 37.950 76 52-1257235.9 5 20
2-Methylnaphthalene ug/L 39.450 79 66-1257738.4 3 20
2-Methylphenol(o-Cresol)ug/L 38.550 77 62-1257336.6 5 20
2-Nitroaniline ug/L 43.950 88 69-1258743.4 1 20
2-Nitrophenol ug/L 40.450 81 57-1257839.0 3 20
3&4-Methylphenol(m&p Cresol)ug/L 40.250 80 62-1257638.0 6 20
3,3'-Dichlorobenzidine ug/L 44J50 88 59-1258844.1J 20
3-Nitroaniline ug/L 41.150 82 65-1258542.6 4 20
4,6-Dinitro-2-methylphenol ug/L 33.350 67 37-1257336.7 10 20
4-Bromophenylphenyl ether ug/L 42.450 85 71-1258844.1 4 20
4-Chloro-3-methylphenol ug/L 43.550 87 70-1258341.4 5 20
4-Chloroaniline ug/L 36J50 72 45-1256733.5J 20
4-Chlorophenylphenyl ether ug/L 42.950 86 71-1258643.1 0 20
4-Nitroaniline ug/L 43.450 87 67-1259044.9 3 20
4-Nitrophenol ug/L 40.750 81 57-1258241.0 1 20
Acenaphthene ug/L 41.050 82 70-1258240.8 0 20
Acenaphthylene ug/L 41.850 84 70-1258241.1 2 20
Anthracene ug/L 43.050 86 71-1258843.8 2 20
Benzo(a)anthracene ug/L 43.250 86 70-1258643.2 0 20
Benzo(a)pyrene ug/L 42.250 84 68-1258542.4 1 20
Benzo(b)fluoranthene ug/L 41.050 82 70-1258240.9 0 20
Benzo(g,h,i)perylene ug/L 43.350 87 68-1258743.7 1 20
Benzo(k)fluoranthene ug/L 42.950 86 68-1258743.6 2 20
bis(2-Chloroethoxy)methane ug/L 40.350 81 59-1257537.4 7 20
bis(2-Chloroethyl) ether ug/L 36.350 73 68-1256834.1 6 20
bis(2-Chloroisopropyl) ether ug/L 33.150 66 44-1256231.1 6 20
bis(2-Ethylhexyl)phthalate ug/L 46.050 92 44-1259145.5 1 20
Butylbenzylphthalate ug/L 44.150 88 69-1259044.8 2 20
Carbazole ug/L 43.650 87 71-1258844.2 1 20
Chrysene ug/L 43.650 87 70-1258643.0 1 20
Di-n-butylphthalate ug/L 44.350 89 72-1259044.8 1 20
Di-n-octylphthalate ug/L 47.250 94 70-1259547.6 1 20
Dibenz(a,h)anthracene ug/L 43.650 87 69-1258743.7 0 20
Dibenzofuran ug/L 43.050 86 71-1258442.0 2 20
Diethylphthalate ug/L 44.550 89 70-1258944.5 0 20
Dimethylphthalate ug/L 43.650 87 71-1258843.8 1 20
Fluoranthene ug/L 43.350 87 72-1258843.9 1 20
Fluorene ug/L 42.950 86 71-1258642.9 0 20
Hexachloro-1,3-butadiene ug/L 37.850 76 53-1257235.9 5 20
Hexachlorobenzene ug/L 42.250 84 69-1258743.6 3 20
Hexachloroethane ug/L 32.950 66 30-1256532.5 1 20
Indeno(1,2,3-cd)pyrene ug/L 43.550 87 68-1258743.6 0 20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 68 of 115
AET Project No. 03-05081 Page C68 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1944515LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1944516
Isophorone ug/L 41.550 83 66-1258040.1 3 20
N-Nitroso-di-n-propylamine ug/L 41.550 83 59-1257838.8 7 20
N-Nitrosodimethylamine ug/L 39.050 78 37-1257537.5 4 20
N-Nitrosodiphenylamine ug/L 42.350 85 70-1258743.6 3 20
Naphthalene ug/L 38.150 76 58-1257336.3 5 20
Nitrobenzene ug/L 38.650 77 52-1257336.3 6 20
Pentachlorophenol ug/L 44.050 88 50-1289044.8 2 20
Phenanthrene ug/L 43.250 86 72-1258843.8 1 20
Phenol ug/L 38.250 76 55-1257236.0 6 20
Pyrene ug/L 42.050 84 71-1258542.4 1 20
2,4,6-Tribromophenol (S)%.92 61-12591
2-Fluorobiphenyl (S)%.82 35-12578
2-Fluorophenol (S)%.72 51-12567
Nitrobenzene-d5 (S)%.77 54-12572
p-Terphenyl-d14 (S)%.84 65-12583
Phenol-d6 (S)%.75 55-12570
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 69 of 115
AET Project No. 03-05081 Page C69 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
OEXT/28912
WI MOD DRO
WI MOD DRO
WIDRO GCS
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1943635
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Matrix: Water
Analyzed
WDRO C10-C28 mg/L ND 0.10 04/21/15 12:49
n-Triacontane (S)%.80 50-150 04/21/15 12:49
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1943636LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1943637
WDRO C10-C28 mg/L 1.82 89 75-115871.7 2 20
n-Triacontane (S)%.89 50-15081
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 70 of 115
AET Project No. 03-05081 Page C70 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WET/41463
SM 2320B
SM 2320B
2320B Alkalinity
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1948910
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007
Matrix: Water
Analyzed
Alkalinity, Total as CaCO3 mg/L ND 5.0 04/27/15 11:34
Alkalinity,Bicarbonate (CaCO3)mg/L ND 5.0 04/27/15 11:34
Alkalinity,Carbonate (CaCO3)mg/L ND 5.0 04/27/15 11:34
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1948911LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1948912
Alkalinity, Total as CaCO3 mg/L 42.140 105 90-11010240.8 3 30
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1948913MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303218001
1948914
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 mg/L M14012580-120115 1 3040300000
ug/L 351 346
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1948915MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303000001
1948916
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 mg/L 40 110 80-120110 0 3040365409 409
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 71 of 115
AET Project No. 03-05081 Page C71 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WET/41476
SM 2320B
SM 2320B
2320B Alkalinity
Associated Lab Samples: 10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1949713
Associated Lab Samples:10303128008
Matrix: Water
Analyzed
Alkalinity, Total as CaCO3 mg/L ND 5.0 04/28/15 08:30
Alkalinity,Bicarbonate (CaCO3)mg/L ND 5.0 04/28/15 08:30
Alkalinity,Carbonate (CaCO3)mg/L ND 5.0 04/28/15 08:30
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1949714LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1949715
Alkalinity, Total as CaCO3 mg/L 40.740 102 90-11010742.9 5 30
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1949716MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
1245989002
1949717
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 mg/L M1405280-120107 2 304010201040 1060
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1949718MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
1245987001
1949719
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 mg/L 40 98 80-120104 2 3040128167 170
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 72 of 115
AET Project No. 03-05081 Page C72 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WET/41422
SM 2540C
SM 2540C
2540C Total Dissolved Solids
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1946847
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Matrix: Water
Analyzed
Total Dissolved Solids mg/L ND 10.0 04/24/15 14:00
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1946848LABORATORY CONTROL SAMPLE:
LCSSpike
Total Dissolved Solids mg/L 10501000 105 80-120
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
10303081001
1946849SAMPLE DUPLICATE:
Total Dissolved Solids mg/L 72600 D6121064600
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
10303081002
1946850SAMPLE DUPLICATE:
Total Dissolved Solids mg/L 10800 3 1011100
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 73 of 115
AET Project No. 03-05081 Page C73 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/22569
SM 4500-NO3 H
SM 4500-NO3 H
SM4500NO3-H, NO2 + NO3 pres.
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1947618
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Matrix: Water
Analyzed
Nitrogen, NO2 plus NO3 mg/L ND 0.10 04/24/15 16:30
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1947619LABORATORY CONTROL SAMPLE:
LCSSpike
Nitrogen, NO2 plus NO3 mg/L 2.42.5 97 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1947620MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303044001
1947621
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Nitrogen, NO2 plus NO3 mg/L 2.5 92 80-12093 1 302.5ND 2.4 2.4
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1947622MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303128007
1947623
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Nitrogen, NO2 plus NO3 mg/L M12.5 137 80-120142 1 302.510 13.4 13.5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 74 of 115
AET Project No. 03-05081 Page C74 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/22564
ASTM D516
ASTM D516
ASTM D516 Sulfate Water
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1947566
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Matrix: Water
Analyzed
Sulfate mg/L ND 2.5 04/24/15 08:44
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1947567LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
1947568
Sulfate mg/L 7.47.5 99 80-120967.2 3 20
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1947569MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303044001
1947570
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfate mg/L M12012780-120126 1 3020ND25.3 25.1
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1947571MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303128001
1947572
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfate mg/L 20 82 80-12092 6 302015.5 31.9 34.0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 75 of 115
AET Project No. 03-05081 Page C75 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/22615
SM 4500-Cl E
SM 4500-Cl E
SM4500Cl-E Chloride
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1949865
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Matrix: Water
Analyzed
Chloride mg/L ND 1.0 04/29/15 11:08
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1949866LABORATORY CONTROL SAMPLE:
LCSSpike
Chloride mg/L 15.515 104 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1949867MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303128001
1949868
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chloride mg/L 15 89 80-12094 2 301533.7 47.1 47.9
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1949869MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303840002
1949870
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chloride mg/L 15 98 80-120100 0 3015112127 127
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 76 of 115
AET Project No. 03-05081 Page C76 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/22586
SM 4500-CN-E
SM 4500-CN-E
SM4500CN-E Cyanide
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1948983
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005
Matrix: Water
Analyzed
Cyanide ug/L ND 10.0 04/28/15 13:19
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1948984LABORATORY CONTROL SAMPLE:
LCSSpike
Cyanide ug/L 251250 101 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1948985MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303033005
1948986
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Cyanide ug/L 250 94 80-12095 1 30250<10.0 239 241
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1948987MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303128001
1948988
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Cyanide ug/L 250 104 80-120102 2 30250ND265 259
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 77 of 115
AET Project No. 03-05081 Page C77 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/22603
SM 4500-CN-E
SM 4500-CN-E
SM4500CN-E Cyanide
Associated Lab Samples: 10303128006, 10303128007, 10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1949323
Associated Lab Samples:10303128006, 10303128007, 10303128008
Matrix: Water
Analyzed
Cyanide ug/L ND 10.0 04/28/15 13:50
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1949324LABORATORY CONTROL SAMPLE:
LCSSpike
Cyanide ug/L 262250 105 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1949325MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303128006
1949326
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Cyanide ug/L 250 81 80-12091 10 3025038.7 242 267
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1949327MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303840002
1949328
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Cyanide ug/L 250 104 80-120100 3 30250ND263 255
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 78 of 115
AET Project No. 03-05081 Page C78 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/22589
SM 4500-P B
SM 4500-P E
SM4500P-E, Total Phosphorus
Associated Lab Samples:10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1949022
Associated Lab Samples: 10303128001, 10303128002, 10303128003, 10303128004, 10303128005, 10303128006, 10303128007,
10303128008
Matrix: Water
Analyzed
Phosphorus mg/L ND 0.050 04/27/15 15:54
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1949023LABORATORY CONTROL SAMPLE:
LCSSpike
Phosphorus mg/L 0.991 99 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1949024MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303132001
1949025
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Phosphorus mg/L 1 104 80-120103 1 3010.29 1.3 1.3
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1949026MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10303336005
1949027
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Phosphorus mg/L 1 97 80-120101 4 3010.028J 1.0 1.0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 79 of 115
AET Project No. 03-05081 Page C79 of 210
#=QL#
QUALIFIERS
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
WORKORDER QUALIFIERS
WO: 10303128
Samples were received outside of the recommended temperature range of 0-6 degrees Celsius. The samples were
received from the field on ice, indicating the cool down process had begun.[1]
BATCH QUALIFIERS
Batch: MSSV/12241
A matrix spike/matrix spike duplicate was not performed for this batch due to insufficient sample volume.[M5]
Batch: MSSV/12264
A matrix spike/matrix spike duplicate was not performed for this batch due to insufficient sample volume.[M5]
ANALYTE QUALIFIERS
The relative percent difference (RPD) between the sample and sample duplicate exceeded laboratory control limits.D6
Analysis conducted outside the recognized method holding time.H1
Analyte recovery in the laboratory control sample (LCS) was outside QC limits.L0
Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results may be biased low.L2
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
RPD value was outside control limits.R1
Surrogate recovery outside laboratory control limits.S0
Sample positive for total coliforms and positive for E.coli (MUG + reaction).u5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 80 of 115
AET Project No. 03-05081 Page C80 of 210
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
10303128001 OEXT/28913 GCSV/15537RMW-5S EPA 3510 EPA 8081B
10303128002 OEXT/28913 GCSV/15537RMW-5D EPA 3510 EPA 8081B
10303128003 OEXT/28913 GCSV/15537MW-B1-001 EPA 3510 EPA 8081B
10303128004 OEXT/28913 GCSV/15537RMW-4S EPA 3510 EPA 8081B
10303128005 OEXT/28913 GCSV/15537Equip Blank EPA 3510 EPA 8081B
10303128006 OEXT/28913 GCSV/15537RMW-4D EPA 3510 EPA 8081B
10303128007 OEXT/28913 GCSV/15537RMW-3D EPA 3510 EPA 8081B
10303128008 OEXT/28913 GCSV/15537DuplicateEPA 3510 EPA 8081B
10303128001 OEXT/28912 GCSV/15509RMW-5S WI MOD DRO WI MOD DRO
10303128002 OEXT/28912 GCSV/15509RMW-5D WI MOD DRO WI MOD DRO
10303128003 OEXT/28912 GCSV/15509MW-B1-001 WI MOD DRO WI MOD DRO
10303128004 OEXT/28912 GCSV/15509RMW-4S WI MOD DRO WI MOD DRO
10303128005 OEXT/28912 GCSV/15509Equip Blank WI MOD DRO WI MOD DRO
10303128006 OEXT/28912 GCSV/15509RMW-4D WI MOD DRO WI MOD DRO
10303128007 OEXT/28912 GCSV/15509RMW-3D WI MOD DRO WI MOD DRO
10303128008 OEXT/28912 GCSV/15509DuplicateWI MOD DRO WI MOD DRO
10303128001 MPRP/53735 ICPM/23884RMW-5S EPA 3020 EPA 6020A
10303128002 MPRP/53735 ICPM/23884RMW-5D EPA 3020 EPA 6020A
10303128003 MPRP/53735 ICPM/23884MW-B1-001 EPA 3020 EPA 6020A
10303128004 MPRP/53735 ICPM/23884RMW-4S EPA 3020 EPA 6020A
10303128005 MPRP/53735 ICPM/23884Equip Blank EPA 3020 EPA 6020A
10303128006 MPRP/53735 ICPM/23884RMW-4D EPA 3020 EPA 6020A
10303128007 MPRP/53735 ICPM/23884RMW-3D EPA 3020 EPA 6020A
10303128008 MPRP/53735 ICPM/23884DuplicateEPA 3020 EPA 6020A
10303128001 MERP/13290 MERC/15452RMW-5S EPA 7470A EPA 7470
10303128002 MERP/13290 MERC/15452RMW-5D EPA 7470A EPA 7470
10303128003 MERP/13290 MERC/15452MW-B1-001 EPA 7470A EPA 7470
10303128004 MERP/13290 MERC/15452RMW-4S EPA 7470A EPA 7470
10303128005 MERP/13290 MERC/15452Equip Blank EPA 7470A EPA 7470
10303128006 MERP/13290 MERC/15452RMW-4D EPA 7470A EPA 7470
10303128007 MERP/13290 MERC/15452RMW-3D EPA 7470A EPA 7470
10303128008 MERP/13290 MERC/15452DuplicateEPA 7470A EPA 7470
10303128001 OEXT/28906 MSSV/12241RMW-5S EPA 3520 EPA 8270D
10303128002 OEXT/28906 MSSV/12241RMW-5D EPA 3520 EPA 8270D
10303128003 OEXT/28906 MSSV/12241MW-B1-001 EPA 3520 EPA 8270D
10303128004 OEXT/28906 MSSV/12241RMW-4S EPA 3520 EPA 8270D
10303128005 OEXT/28906 MSSV/12241Equip Blank EPA 3520 EPA 8270D
10303128006 OEXT/28906 MSSV/12241RMW-4D EPA 3520 EPA 8270D
10303128007 OEXT/28906 MSSV/12241RMW-3D EPA 3520 EPA 8270D
10303128008 OEXT/28921 MSSV/12264DuplicateEPA 3520 EPA 8270D
10303128001 MSV/31180RMW-5S EPA 8260
10303128002 MSV/31180RMW-5D EPA 8260
10303128003 MSV/31180MW-B1-001 EPA 8260
10303128004 MSV/31180RMW-4S EPA 8260
10303128005 MSV/31180Equip Blank EPA 8260
10303128006 MSV/31180RMW-4D EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 81 of 115
AET Project No. 03-05081 Page C81 of 210
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
10303128007 MSV/31180RMW-3D EPA 8260
10303128008 MSV/31180DuplicateEPA 8260
10303128009 MSV/31180Trip Blank EPA 8260
10303128001 WET/41463RMW-5S SM 2320B
10303128002 WET/41463RMW-5D SM 2320B
10303128003 WET/41463MW-B1-001 SM 2320B
10303128004 WET/41463RMW-4S SM 2320B
10303128005 WET/41463Equip Blank SM 2320B
10303128006 WET/41463RMW-4D SM 2320B
10303128007 WET/41463RMW-3D SM 2320B
10303128008 WET/41476DuplicateSM 2320B
10303128001 WET/41422RMW-5S SM 2540C
10303128002 WET/41422RMW-5D SM 2540C
10303128003 WET/41422MW-B1-001 SM 2540C
10303128004 WET/41422RMW-4S SM 2540C
10303128005 WET/41422Equip Blank SM 2540C
10303128006 WET/41422RMW-4D SM 2540C
10303128007 WET/41422RMW-3D SM 2540C
10303128008 WET/41422DuplicateSM 2540C
10303128001 WET/41330 WET/41333RMW-5S SM 9223 SM 9223
10303128002 WET/41330 WET/41333RMW-5D SM 9223 SM 9223
10303128003 WET/41330 WET/41333MW-B1-001 SM 9223 SM 9223
10303128004 WET/41330 WET/41333RMW-4S SM 9223 SM 9223
10303128005 WET/41330 WET/41333Equip Blank SM 9223 SM 9223
10303128006 WET/41330 WET/41333RMW-4D SM 9223 SM 9223
10303128007 WET/41330 WET/41333RMW-3D SM 9223 SM 9223
10303128008 WET/41330 WET/41333DuplicateSM 9223 SM 9223
10303128001 WETA/22569RMW-5S SM 4500-NO3 H
10303128002 WETA/22569RMW-5D SM 4500-NO3 H
10303128003 WETA/22569MW-B1-001 SM 4500-NO3 H
10303128004 WETA/22569RMW-4S SM 4500-NO3 H
10303128005 WETA/22569Equip Blank SM 4500-NO3 H
10303128006 WETA/22569RMW-4D SM 4500-NO3 H
10303128007 WETA/22569RMW-3D SM 4500-NO3 H
10303128008 WETA/22569DuplicateSM 4500-NO3 H
10303128001 WETA/22564RMW-5S ASTM D516
10303128002 WETA/22564RMW-5D ASTM D516
10303128003 WETA/22564MW-B1-001 ASTM D516
10303128004 WETA/22564RMW-4S ASTM D516
10303128005 WETA/22564Equip Blank ASTM D516
10303128006 WETA/22564RMW-4D ASTM D516
10303128007 WETA/22564RMW-3D ASTM D516
10303128008 WETA/22564DuplicateASTM D516
10303128001 WETA/22615RMW-5S SM 4500-Cl E
10303128002 WETA/22615RMW-5D SM 4500-Cl E
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 82 of 115
AET Project No. 03-05081 Page C82 of 210
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
10303128
03-05081 UMore Groundwater
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
10303128003 WETA/22615MW-B1-001 SM 4500-Cl E
10303128004 WETA/22615RMW-4S SM 4500-Cl E
10303128005 WETA/22615Equip Blank SM 4500-Cl E
10303128006 WETA/22615RMW-4D SM 4500-Cl E
10303128007 WETA/22615RMW-3D SM 4500-Cl E
10303128008 WETA/22615DuplicateSM 4500-Cl E
10303128001 WETA/22586 WETA/22614RMW-5S SM 4500-CN-E SM 4500-CN-E
10303128002 WETA/22586 WETA/22614RMW-5D SM 4500-CN-E SM 4500-CN-E
10303128003 WETA/22586 WETA/22614MW-B1-001 SM 4500-CN-E SM 4500-CN-E
10303128004 WETA/22586 WETA/22614RMW-4S SM 4500-CN-E SM 4500-CN-E
10303128005 WETA/22586 WETA/22614Equip Blank SM 4500-CN-E SM 4500-CN-E
10303128006 WETA/22603 WETA/22616RMW-4D SM 4500-CN-E SM 4500-CN-E
10303128007 WETA/22603 WETA/22616RMW-3D SM 4500-CN-E SM 4500-CN-E
10303128008 WETA/22603 WETA/22616DuplicateSM 4500-CN-E SM 4500-CN-E
10303128001 WETA/22589 WETA/22601RMW-5S SM 4500-P B SM 4500-P E
10303128002 WETA/22589 WETA/22601RMW-5D SM 4500-P B SM 4500-P E
10303128003 WETA/22589 WETA/22601MW-B1-001 SM 4500-P B SM 4500-P E
10303128004 WETA/22589 WETA/22601RMW-4S SM 4500-P B SM 4500-P E
10303128005 WETA/22589 WETA/22601Equip Blank SM 4500-P B SM 4500-P E
10303128006 WETA/22589 WETA/22601RMW-4D SM 4500-P B SM 4500-P E
10303128007 WETA/22589 WETA/22601RMW-3D SM 4500-P B SM 4500-P E
10303128008 WETA/22589 WETA/22601DuplicateSM 4500-P B SM 4500-P E
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/05/2015 11:25 AM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 83 of 115
AET Project No. 03-05081 Page C83 of 210
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AET Project No. 03-05081 Page C85 of 210
Pace Analytical
RE: Pace - MN
Minneaoplis, MN 55414
1700 Elm Street, Suite 200
Kabor Xiong
Jessica Esser
Project Manager
Enclosed are the analytical results for the samples received by the laboratory on 04/21/2015.
The results in this report apply to the samples analyzed in accordance with the chain of custody
document. These results are in compliance with the 2009 NELAC Standards and the appropriate
agencies listed below, unless otherwise noted in the case narrative. This analytical report should
be reproduced in its entirety.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
May 01, 2015
3269.01DOD ELAP Accreditation (A2LA)03/31/2016DODELAP
003174Illinois Secondary NELAP Accreditation 04/30/2016ILEPA
E-10384Kansas Secondary NELAP Accreditation 05/31/2015KDHE
04165Louisiana Primary NELAP Accreditation 06/30/2015LELAP
WI004New Jersey Secondary NELAP Accreditation 06/30/2015NJDEP
2014-153Oklahoma Department of Environmental Quality Accreditation 08/31/2015ODEQ
113289110Wisconsin Certification under NR 149 08/31/2015WDNR
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Pa
g
e
1
7
o
f
1
8
A
1
5
1
7
0
7
F
I
N
A
L
0
5
0
1
2
0
1
5
1
1
1
9
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Pa
g
e
1
8
o
f
1
8
A
1
5
1
7
0
7
F
I
N
A
L
0
5
0
1
2
0
1
5
1
1
1
9
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LABORATORY REPORT
This report may not be reproduced, except in full, without written approval from EEA.
If you have any questions concerning this report, please do not hesitate to call us at
(800) 332-4345 or (574) 233-4777.
Page 1 of 12
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STATE CERTIFICATION LIST
State Certification State Certification
Alabama 40700 Montana CERT0026
Alaska IN00035 Nebraska E87775
Arizona AZ0432 Nevada IN000352015-1
Arkansas IN035 New Hampshire* 2124
California 2920 New Mexico IN00035
Colorado IN035 New Jersey* IN598
Colorado Radiochemistry IN035 New York* 11398
Connecticut PH-0132 North Carolina 18700
Delaware IN035 North Dakota R-035
Florida (Primary AB)* E87775 Ohio 87775
Georgia 929 Oklahoma D9508
Hawaii IN035 Oregon* IN200001
Idaho IN00035/E87775 Pennsylvania* 68-00466
Illinois* 200001 Puerto Rico IN00035
Illinois Microbiology 200001 Rhode Island LAO00241
Indiana Chemistry C-71-01 South Carolina 95005
Indiana Microbiology M-76-07 South Dakota IN00035
Iowa 098 Tennessee TN02973
Kansas* E-10233 Texas* T104704187-14-7
Kentucky 90056 Texas/TCEQ TX207
Louisiana* LA150003 Utah* IN00035
Maine IN00035 Vermont VT-8775
Maryland 209 Virginia* 00127
Massachusetts M-IN035 Washington C837
Michigan 9926 West Virginia 9927 C
Minnesota* 018-999-338 Wisconsin 999766900
Mississippi IN035 Wyoming IN035
Missouri 880
*NELAP/TNI Recognized Accreditation Bodies
Page 2 of 12
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AET Project No. 03-05081 Page C105 of 210
Pace AnalyticalClient: Report #: 338700NP
NELAC NARRATIVE PAGE
Eurofins Eaton Analytical, Inc. is a NELAP accredited laboratory. All reported results
meet the requirements of the NELAC standards, unless otherwise noted.
NELAP requires complete reporting of deviations from method requirements, regardless
of the suspected impact on the data. Quality control failures not reported within the
report summary are noted here.
EEA contact person: Kelly Trott
Method 547
The State of Minnesota Rule 4740.2100 subp 4.A, pertaining to MS/MSD paired samples
was not met due to limited sample volume.
There were no additional quality control failures.
Note: This report may not be reproduced, except in full, without written approval from
EEA. EEA is accredited by the National Environmental Laboratory Accreditation
Program (NELAP).
Authorized Signature Title Date
05/05/2015
Page 1 of 1
Page 3 of 12
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Laboratory Report
Client:
Attn:
Report:
Priority:
Status:
PWS ID:
Copies
to:
Pace Analytical
Kabor Xiong
1800 Elm Street Southeast
Minneapolis, MN 55414
None
338700
Not Supplied
Standard Written
Final
018-999-338MN Lab ID:
Suite # 1830
110 South Hill Street
South Bend, IN 46617
Tel: (574) 233-4777
Fax: (574) 233-8207
1 800 332 4345
*NR = The chlorine demand was not performed for this
analytical sample, at the request of the client.
EEA
ID #
Client ID Method Collected
Date / Time
Collected
By:
Received
Date / Time
3227853 10303128001 RMW-5S 547 04/17/15 11:21 Client 04/21/15 08:45
3227854 10303128002 RMW-5D 547 04/17/15 12:33 Client 04/21/15 08:45
3227855 10303128003 MW-B1-001 547 04/17/15 14:02 Client 04/21/15 08:45
3227856 10303128004 RMW-4S 547 04/17/15 15:36 Client 04/21/15 08:45
3227857 10303128005 Equip Blank 547 04/17/15 16:11 Client 04/21/15 08:45
3227858 10303128006 RMW-4D 547 04/17/15 17:17 Client 04/21/15 08:45
3227859 10303128007 RMW-3D 547 04/17/15 18:51 Client 04/21/15 08:45
3227860 10303128008 Duplicate 547 04/17/15 00:00 Client 04/21/15 08:45
Sample Information
Report Summary
Note: See attached page for additional comments.
Note: Sample containers were provided by the client.
Detailed quantitative results are presented on the following pages. The results presented relate only to the samples provided for
analysis.
We appreciate the opportunity to provide you with this analysis. If you have any questions concerning this report, please do not
hesitate to call Kelly Trott at (574) 233-4777.
Note: This report may not be reproduced, except in full, without written approval from EEA. EEA is accredited by the National
Environmental Laboratory Accreditation Program (NELAP).
Client Name:
Report #:
Pace Analytical
338700
Authorized Signature Title Date
05/05/2015
Page 1 of 4
Page 4 of 12
Page 107 of 115
AET Project No. 03-05081 Page C107 of 210
Client Name:Report #:338700Pace Analytical
Sampling Point:PWS ID:10303128001 RMW-5S Not Supplied
Semi-volatile Organic Chemicals
Analyte
ID #
Analyte Method Reg
Limit
MRL†Result Units Preparation
Date
Analyzed EEA
ID #
322785304/22/15 22:3804/22/15 14:00ug/L< 6.06.0700 *547Glyphosate1071-83-6
Sampling Point:PWS ID:10303128002 RMW-5D Not Supplied
Semi-volatile Organic Chemicals
Analyte
ID #
Analyte Method Reg
Limit
MRL†Result Units Preparation
Date
Analyzed EEA
ID #
322785404/22/15 23:0204/22/15 14:00ug/L< 6.06.0700 *547Glyphosate1071-83-6
Sampling Point:PWS ID:10303128003 MW-B1-001 Not Supplied
Semi-volatile Organic Chemicals
Analyte
ID #
Analyte Method Reg
Limit
MRL†Result Units Preparation
Date
Analyzed EEA
ID #
322785504/22/15 23:2604/22/15 14:00ug/L< 6.06.0700 *547Glyphosate1071-83-6
Sampling Point:PWS ID:10303128004 RMW-4S Not Supplied
Semi-volatile Organic Chemicals
Analyte
ID #
Analyte Method Reg
Limit
MRL†Result Units Preparation
Date
Analyzed EEA
ID #
322785604/23/15 00:1504/22/15 14:00ug/L< 6.06.0700 *547Glyphosate1071-83-6
Sampling Point:PWS ID:10303128005 Equip Blank Not Supplied
Semi-volatile Organic Chemicals
Analyte
ID #
Analyte Method Reg
Limit
MRL†Result Units Preparation
Date
Analyzed EEA
ID #
322785704/23/15 00:3904/22/15 14:00ug/L< 6.06.0700 *547Glyphosate1071-83-6
Sampling Point:PWS ID:10303128006 RMW-4D Not Supplied
Semi-volatile Organic Chemicals
Analyte
ID #
Analyte Method Reg
Limit
MRL†Result Units Preparation
Date
Analyzed EEA
ID #
322785804/23/15 01:0404/22/15 14:00ug/L< 6.06.0700 *547Glyphosate1071-83-6
Page 2 of 4
Page 5 of 12
Page 108 of 115
AET Project No. 03-05081 Page C108 of 210
Client Name:Report #:338700Pace Analytical
Sampling Point:PWS ID:10303128007 RMW-3D Not Supplied
Semi-volatile Organic Chemicals
Analyte
ID #
Analyte Method Reg
Limit
MRL†Result Units Preparation
Date
Analyzed EEA
ID #
322785904/23/15 01:2804/22/15 14:00ug/L< 6.06.0700 *547Glyphosate1071-83-6
Sampling Point:PWS ID:10303128008 Duplicate Not Supplied
Semi-volatile Organic Chemicals
Analyte
ID #
Analyte Method Reg
Limit
MRL†Result Units Preparation
Date
Analyzed EEA
ID #
322786004/23/15 01:5204/22/15 14:00ug/L< 6.06.0700 *547Glyphosate1071-83-6
Reg Limit Type:
Symbol:
MCL SMCL AL
*^!
† EEA has demonstrated it can achieve these report limits in reagent water, but can not document them in all sample matrices.
Page 3 of 4
Page 6 of 12
Page 109 of 115
AET Project No. 03-05081 Page C109 of 210
Client Name:Report #:338700Pace Analytical
Lab Definitions
Continuing Calibration Check Standard (CCC) / Continuing Calibration Verification (CCV) / Initial Calibration
Verification Standard (ICV) / Initial Performance Check (IPC) - is a standard containing one or more of the target
analytes that is prepared from the same standards used to calibrate the instrument. This standard is used to verify
the calibration curve at the beginning of each analytical sequence, and may also be analyzed throughout and at the
end of the sequence. The concentration of continuing standards may be varied, when prescribed by the reference
method, so that the range of the calibration curve is verified on a regular basis.
Internal Standards (IS) - are pure compounds with properties similar to the analytes of interest, which are added to
field samples or extracts, calibration standards, and quality control standards at a known concentration. They are
used to measure the relative responses of the analytes of interest and surrogates in the sample, calibration standard
or quality control standard.
Laboratory Duplicate (LD) - is a field sample aliquot taken from the same sample container in the laboratory and
analyzed separately using identical procedures. Analysis of laboratory duplicates provides a measure of the
precision of the laboratory procedures.
Laboratory Fortified Blank (LFB) / Laboratory Control Sample (LCS) - is an aliquot of reagent water to which
known concentrations of the analytes of interest are added. The LFB is analyzed exactly the same as the field
samples. LFBs are used to determine whether the method is in control.
Laboratory Method Blank (LMB) / Laboratory Reagent Blank (LRB) - is a sample of reagent water included in the
sample batch analyzed in the same way as the associated field samples. The LMB is used to determine if method
analytes or other background contamination have been introduced during the preparation or analytical procedure.
The LMB is analyzed exactly the same as the field samples.
Laboratory Trip Blank (LTB) / Field Reagent Blank (FRB) - is a sample of laboratory reagent water placed in a
sample container in the laboratory and treated as a field sample, including storage, preservation, and all analytical
procedures. The FRB/LTB container follows the collection bottles to and from the collection site, but the FRB/LTB is
not opened at any time during the trip. The FRB/LTB is primarily a travel blank used to verify that the samples were
not contaminated during shipment.
Matrix Spike Duplicate Sample (MSD) / Laboratory Fortified Sample Matrix Duplicate (LFSMD) - is a sample
aliquot taken from the same field sample source as the Matrix Spike Sample to which known quantities of the
analytes of interest are added in the laboratory. The MSD is analyzed exactly the same as the field samples.
Analysis of the MSD provides a measure of the precision of the laboratory procedures in a specific matrix.
Matrix Spike Sample (MS) / Laboratory Fortified Sample Matrix (LFSM) - is a sample aliquot taken from field
sample source to which known quantities of the analytes of interest are added in the laboratory. The MS is analyzed
exactly the same as the field samples. The purpose is to demonstrate recovery of the analytes from a sample matrix
to determine if the specific matrix contributes bias to the analytical results.
Quality Control Standard (QCS) / Second Source Calibration Verification (SSCV) - is a solution containing
known concentrations of the analytes of interest prepared from a source different from the source of the calibration
standards. The solution is obtained from a second manufacturer or lot if the lot can be demonstrated by the
manufacturer as prepared independently from other lots. The QCS sample is analyzed using the same procedures
as field samples. The QCS is used as a check on the calibration standards used in the method on a routine basis.
Reporting Limit Check (RLC) / Initial Calibration Check Standard (ICCS) - is a procedural standard that is
analyzed each day to evaluate instrument performance at or below the minimum reporting limit (MRL).
Surrogate Standard (SS) / Surrogate Analyte (SUR) - is a pure compound with properties similar to the analytes of
interest, which is highly unlikely to be found in any field sample, that is added to the field samples, calibration
standards, blanks and quality control standards before sample preparation. The SS is used to evaluate the efficiency
of the sample preparation process.
Page 4 of 4
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AET Project No. 03-05081 Page C110 of 210
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Eurofins Eaton Analytical
Run Log
Run ID:202052 Method:547
Sample SiteSample IdType Instrument ID Calibration FileAnalysis DateMatrix
CCC 3228939 R 547-042215R04/22/2015 18:10RW
LFB 3228895 R 547-042215R04/22/2015 18:34RW
RLC 3228894 R 547-042215R04/22/2015 18:58RW
LMB 3228892 R 547-042215R04/22/2015 19:23RW
FS 3227853 10303128001 RMW-5S R 547-042215R04/22/2015 22:38GW
FS 3227854 10303128002 RMW-5D R 547-042215R04/22/2015 23:02GW
FS 3227855 10303128003 MW-B1-001 R 547-042215R04/22/2015 23:26GW
CCC 3228940 R 547-042215R04/22/2015 23:51RW
FS 3227856 10303128004 RMW-4S R 547-042215R04/23/2015 00:15GW
FEB 3227857 10303128005 Equip Blank R 547-042215R04/23/2015 00:39RW
FS 3227858 10303128006 RMW-4D R 547-042215R04/23/2015 01:04GW
FS 3227859 10303128007 RMW-3D R 547-042215R04/23/2015 01:28GW
FD 3227860 10303128008 Duplicate R 547-042215R04/23/2015 01:52GW
CCC 3228941 R 547-042215R04/23/2015 04:43RW
Page 1 of 2 EEA Run ID 202052 / EEA Report # 338700
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QC Summary Report
EEA
ID #
AnalyzedExtractedRPDUnitsTargetAmountClient IDMethodAnalyteSample
Type
Dil
Factor
RPD
Limit
Recovery
Limits
%
Recovery
Result
Flag
MRL
FalseGlyphosate 547 6.0CCC 100.4794 ug/L 1.0 3228939---------80 - 120100100 04/22/2015 14:00 04/22/2015 18:10
TrueGlyphosate 547 6.0LFB 47.1033 ug/L 1.0 3228895---------73 - 1229450.0 04/22/2015 14:00 04/22/2015 18:34
FalseGlyphosate 547 6.0RLC 6.2270 ug/L 1.0 3228894---------60 - 1401046.0 04/22/2015 14:00 04/22/2015 18:58
TrueGlyphosate 547 6.0LMB 6.0 ug/L 1.0 3228892--------------- <04/22/2015 14:00 04/22/2015 19:23
FalseGlyphosate 547 6.0FS 6.0 ug/L 1.0 322785310303128001 RMW-5S ------------ <04/22/2015 14:00 04/22/2015 22:38
TrueGlyphosate 547 6.0FS 6.0 ug/L 1.0 322785410303128002 RMW-5D ------------ <04/22/2015 14:00 04/22/2015 23:02
FalseGlyphosate 547 6.0FS 6.0 ug/L 1.0 322785510303128003 MW-B1-001 ------------ <04/22/2015 14:00 04/22/2015 23:26
TrueGlyphosate 547 6.0CCC 48.5714 ug/L 1.0 3228940---------80 - 1209750.0 04/22/2015 14:00 04/22/2015 23:51
FalseGlyphosate 547 6.0FS 6.0 ug/L 1.0 322785610303128004 RMW-4S ------------ <04/22/2015 14:00 04/23/2015 00:15
TrueGlyphosate 547 6.0FEB 6.0 ug/L 1.0 322785710303128005 Equip Blank ------------ <04/22/2015 14:00 04/23/2015 00:39
FalseGlyphosate 547 6.0FS 6.0 ug/L 1.0 322785810303128006 RMW-4D ------------ <04/22/2015 14:00 04/23/2015 01:04
TrueGlyphosate 547 6.0FS 6.0 ug/L 1.0 322785910303128007 RMW-3D ------------ <04/22/2015 14:00 04/23/2015 01:28
FalseGlyphosate 547 6.0FD 6.0 ug/L 1.0 322786010303128008 Duplicate ------------ <04/22/2015 14:00 04/23/2015 01:52
TrueGlyphosate 547 6.0CCC 100.7975 ug/L 1.0 3228941---------80 - 120101100 04/22/2015 14:00 04/23/2015 04:43
Page 2 of 2 EEA Run ID 202052 / EEA Report # 338700
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Sample Type Key
Type (Abbr.)Sample Type Type (Abbr.)Sample Type
CCC Continuing Calibration Check
FD Field Duplicate
FEB Field Equipment Blank
FS Field Sample
LFB Laboratory Fortified Blank
LMB Laboratory Method Blank
RLC Reporting Level Check
Page 1 of 1 EEA Run ID 202052 / EEA Report # 338700
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#=CL#
June 05, 2015
LIMS USE: FR - JAKE DALBEC
LIMS OBJECT ID: 10308006
10308006
Project:
Pace Project No.:
RE:
Jake Dalbec
American Engineering Testing
550 Cleveland Avenue North
Saint Paul, MN 55114
03-05081 UMore GW
Dear Jake Dalbec:
Enclosed are the analytical results for sample(s) received by the laboratory on May 28, 2015. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kabor Xiong
kabor.xiong@pacelabs.com
Project Manager
Enclosures
cc:Calista Timmerman, AET
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 1 of 11
AET Project No. 03-05081 Page C116 of 210
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
10308006
03-05081 UMore GW
Minnesota Certification IDs
1700 Elm Street SE Suite 200, Minneapolis, MN 55414
A2LA Certification #: 2926.01
Alaska Certification #: UST-078
Alaska Certification #MN00064
Alabama Certification #40770
Arizona Certification #: AZ-0014
Arkansas Certification #: 88-0680
California Certification #: 01155CA
Colorado Certification #Pace
Connecticut Certification #: PH-0256
EPA Region 8 Certification #: 8TMS-L
Florida/NELAP Certification #: E87605
Guam Certification #:14-008r
Georgia Certification #: 959
Georgia EPD #: Pace
Idaho Certification #: MN00064
Hawaii Certification #MN00064
Illinois Certification #: 200011
Indiana Certification#C-MN-01
Iowa Certification #: 368
Kansas Certification #: E-10167
Kentucky Dept of Envi. Protection - DW #90062
Kentucky Dept of Envi. Protection - WW #:90062
Louisiana DEQ Certification #: 3086
Louisiana DHH #: LA140001
Maine Certification #: 2013011
Maryland Certification #: 322
Michigan DEPH Certification #: 9909
Minnesota Certification #: 027-053-137
Mississippi Certification #: Pace
Montana Certification #: MT0092
Nevada Certification #: MN_00064
Nebraska Certification #: Pace
New Jersey Certification #: MN-002
New York Certification #: 11647
North Carolina Certification #: 530
North Carolina State Public Health #: 27700
North Dakota Certification #: R-036
Ohio EPA #: 4150
Ohio VAP Certification #: CL101
Oklahoma Certification #: 9507
Oregon Certification #: MN200001
Oregon Certification #: MN300001
Pennsylvania Certification #: 68-00563
Puerto Rico Certification
Saipan (CNMI) #:MP0003
South Carolina #:74003001
Texas Certification #: T104704192
Tennessee Certification #: 02818
Utah Certification #: MN000642013-4
Virginia DGS Certification #: 251
Virginia/VELAP Certification #: Pace
Washington Certification #: C486
West Virginia Certification #: 382
West Virginia DHHR #:9952C
Wisconsin Certification #: 999407970
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 2 of 11
AET Project No. 03-05081 Page C117 of 210
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
10308006
03-05081 UMore GW
Lab ID Sample ID Matrix Date Collected Date Received
10308006001 Bucket Water 05/28/15 14:00 05/28/15 14:35
10308006002 DI Tap Water 05/28/15 14:05 05/28/15 14:35
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 3 of 11
AET Project No. 03-05081 Page C118 of 210
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
10308006
03-05081 UMore GW
Lab ID Sample ID Method
Analytes
ReportedAnalysts
10308006001 Bucket SM 4500-CN-E 1PH1
10308006002 DI Tap SM 4500-CN-E 1PH1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 4 of 11
AET Project No. 03-05081 Page C119 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10308006
03-05081 UMore GW
Sample: Bucket Lab ID: 10308006001 Collected: 05/28/15 14:00 Received: 05/28/15 14:35 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 06/04/15 16:31 57-12-506/04/15 10:1110.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 06/05/2015 04:19 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 5 of 11
AET Project No. 03-05081 Page C120 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10308006
03-05081 UMore GW
Sample: DI Tap Lab ID: 10308006002 Collected: 05/28/15 14:05 Received: 05/28/15 14:35 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 06/04/15 16:34 57-12-506/04/15 10:1110.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 06/05/2015 04:19 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 6 of 11
AET Project No. 03-05081 Page C121 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10308006
03-05081 UMore GW
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/23156
SM 4500-CN-E
SM 4500-CN-E
SM4500CN-E Cyanide
Associated Lab Samples: 10308006001, 10308006002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1983278
Associated Lab Samples:10308006001, 10308006002
Matrix: Water
Analyzed
Cyanide ug/L ND 10.0 06/04/15 16:29
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1983279LABORATORY CONTROL SAMPLE:
LCSSpike
Cyanide ug/L 269250 108 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1983280MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10308006001
1983281
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Cyanide ug/L 250 96 80-120101 5 30250ND247 260
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1983282MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10308075001
1983283
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Cyanide ug/L M12508280-12073 2 30250792997 976
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 06/05/2015 04:19 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 7 of 11
AET Project No. 03-05081 Page C122 of 210
#=QL#
QUALIFIERS
Pace Project No.:
Project:
10308006
03-05081 UMore GW
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
WORKORDER QUALIFIERS
WO: 10308006
Samples were received outside of the recommended temperature range of 0-6 degrees Celsius. The samples were
received from the field on ice, indicating the cool down process had begun.[1]
ANALYTE QUALIFIERS
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 06/05/2015 04:19 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 8 of 11
AET Project No. 03-05081 Page C123 of 210
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
10308006
03-05081 UMore GW
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
10308006001 WETA/23156 WETA/23201BucketSM 4500-CN-E SM 4500-CN-E
10308006002 WETA/23156 WETA/23201DI Tap SM 4500-CN-E SM 4500-CN-E
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 06/05/2015 04:19 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 9 of 11
AET Project No. 03-05081 Page C124 of 210
Page 10 of 11
AET Project No. 03-05081 Page C125 of 210
Page 11 of 11
AET Project No. 03-05081 Page C126 of 210
#=CL#
November 12, 2015
LIMS USE: FR - JAKE DALBEC
LIMS OBJECT ID: 10327629
10327629
Project:
Pace Project No.:
RE:
Jake Dalbec
American Engineering Testing
550 Cleveland Avenue North
Saint Paul, MN 55114
03-05081 UMore Groundwater
Dear Jake Dalbec:
Enclosed are the analytical results for sample(s) received by the laboratory on October 26, 2015.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Some analyses have been subcontracted outside of the Pace Network. The subcontracted
laboratory report has been attached.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kabor Xiong
kabor.xiong@pacelabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 1 of 84
AET Project No. 03-05081 Page C127 of 210
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
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REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 2 of 84
AET Project No. 03-05081 Page C128 of 210
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Lab ID Sample ID Matrix Date Collected Date Received
10327629001 RMW-5S Water 10/26/15 09:45 10/26/15 18:50
10327629002 RMW-5d Water 10/26/15 11:00 10/26/15 18:50
10327629003 MW-B1-001 Water 10/26/15 12:20 10/26/15 18:50
10327629004 RMW-4S Water 10/26/15 14:20 10/26/15 18:50
10327629005 RMW-4d Water 10/26/15 15:55 10/26/15 18:50
10327629006 RMW-3d Water 10/26/15 17:35 10/26/15 18:50
10327629007 Equip Blank Water 10/26/15 17:55 10/26/15 18:50
10327629008 Duplicate Water 10/26/15 14:20 10/26/15 18:50
10327629009 Trip Blank Water 10/26/15 00:00 10/26/15 18:50
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 3 of 84
AET Project No. 03-05081 Page C129 of 210
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
10327629001 RMW-5S EPA 8081B 24 PASI-MXV1
WI MOD DRO 2 PASI-MJRH
EPA 6020A 10 PASI-MTT3
EPA 7470A 1 PASI-MLMW
EPA 8260 71 PASI-GHNW
SM 2320B 3 PASI-MMW
SM 2540C 1 PASI-MTLM
SM 9222B 1 PASI-MDCL
SM 4500-NO3 H 1 PASI-MPH1
ASTM D516 1 PASI-MKEO
SM 4500-Cl E 1 PASI-MKEO
SM 4500-CN-E 1 PASI-MPH1
SM 4500-P E 1 PASI-MMWD
10327629002 RMW-5d EPA 8081B 24 PASI-MXV1
WI MOD DRO 2 PASI-MJRH
EPA 6020A 10 PASI-MTT3
EPA 7470A 1 PASI-MLMW
EPA 8260 71 PASI-GHNW
SM 2320B 3 PASI-MMW
SM 2540C 1 PASI-MTLM
SM 9222B 1 PASI-MDCL
SM 4500-NO3 H 1 PASI-MPH1
ASTM D516 1 PASI-MKEO
SM 4500-Cl E 1 PASI-MKEO
SM 4500-CN-E 1 PASI-MPH1
SM 4500-P E 1 PASI-MMWD
10327629003 MW-B1-001 EPA 8081B 24 PASI-MXV1
WI MOD DRO 2 PASI-MJRH
EPA 6020A 10 PASI-MTT3
EPA 7470A 1 PASI-MLMW
EPA 8260 71 PASI-GHNW
SM 2320B 3 PASI-MMW
SM 2540C 1 PASI-MTLM
SM 9222B 1 PASI-MDCL
SM 4500-NO3 H 1 PASI-MPH1
ASTM D516 1 PASI-MKEO
SM 4500-Cl E 1 PASI-MKEO
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 4 of 84
AET Project No. 03-05081 Page C130 of 210
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
SM 4500-CN-E 1 PASI-MPH1
SM 4500-P E 1 PASI-MMWD
10327629004 RMW-4S EPA 8081B 24 PASI-MXV1
WI MOD DRO 2 PASI-MJRH
EPA 6020A 10 PASI-MTT3
EPA 7470A 1 PASI-MLMW
EPA 8260 71 PASI-GHNW
SM 2320B 3 PASI-MMW
SM 2540C 1 PASI-MTLM
SM 9222B 1 PASI-MDCL
SM 4500-NO3 H 1 PASI-MPH1
ASTM D516 1 PASI-MKEO
SM 4500-Cl E 1 PASI-MKEO
SM 4500-CN-E 1 PASI-MPH1
SM 4500-P E 1 PASI-MMWD
10327629005 RMW-4d EPA 8081B 24 PASI-MXV1
WI MOD DRO 2 PASI-MJRH
EPA 6020A 10 PASI-MTT3
EPA 7470A 1 PASI-MLMW
EPA 8260 71 PASI-GHNW
SM 2320B 3 PASI-MMW
SM 2540C 1 PASI-MTLM
SM 9222B 1 PASI-MDCL
SM 4500-NO3 H 1 PASI-MPH1
ASTM D516 1 PASI-MKEO
SM 4500-Cl E 1 PASI-MKEO
SM 4500-CN-E 1 PASI-MPH1
SM 4500-P E 1 PASI-MMWD
10327629006 RMW-3d EPA 8081B 24 PASI-MXV1
WI MOD DRO 2 PASI-MJRH
EPA 6020A 10 PASI-MTT3
EPA 7470A 1 PASI-MLMW
EPA 8260 71 PASI-GHNW
SM 2320B 3 PASI-MMW
SM 2540C 1 PASI-MTLM
SM 9222B 1 PASI-MDCL
SM 4500-NO3 H 1 PASI-MPH1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 5 of 84
AET Project No. 03-05081 Page C131 of 210
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
ASTM D516 1 PASI-MKEO
SM 4500-Cl E 1 PASI-MKEO
SM 4500-CN-E 1 PASI-MPH1
SM 4500-P E 1 PASI-MMWD
10327629007 Equip Blank EPA 8081B 24 PASI-MXV1
WI MOD DRO 2 PASI-MJRH
EPA 6020A 10 PASI-MTT3
EPA 7470A 1 PASI-MLMW
EPA 8260 71 PASI-GHNW
SM 2320B 3 PASI-MMW
SM 2540C 1 PASI-MTLM
SM 9222B 1 PASI-MDCL
SM 4500-NO3 H 1 PASI-MPH1
ASTM D516 1 PASI-MKEO
SM 4500-Cl E 1 PASI-MKEO
SM 4500-CN-E 1 PASI-MPH1
SM 4500-P E 1 PASI-MMWD
10327629008 Duplicate EPA 8081B 24 PASI-MXV1
WI MOD DRO 2 PASI-MJRH
EPA 6020A 10 PASI-MTT3
EPA 7470A 1 PASI-MLMW
EPA 8260 71 PASI-GHNW
SM 2320B 3 PASI-MMW
SM 2540C 1 PASI-MTLM
SM 9222B 1 PASI-MDCL
SM 4500-NO3 H 1 PASI-MPH1
ASTM D516 1 PASI-MKEO
SM 4500-Cl E 1 PASI-MKEO
SM 4500-CN-E 1 PASI-MPH1
SM 4500-P E 1 PASI-MMWD
10327629009 Trip Blank EPA 8260 71 PASI-GHNW
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 6 of 84
AET Project No. 03-05081 Page C132 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-5S Lab ID: 10327629001 Collected: 10/26/15 09:45 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 3510C8081B GCS Pesticides
Aldrin ND ug/L 10/30/15 03:07 309-00-210/29/15 12:350.051 1
alpha-BHC ND ug/L 10/30/15 03:07 319-84-610/29/15 12:350.051 1
beta-BHC ND ug/L 10/30/15 03:07 319-85-710/29/15 12:350.051 1
delta-BHC ND ug/L 10/30/15 03:07 319-86-810/29/15 12:350.051 1
gamma-BHC (Lindane)ND ug/L 10/30/15 03:07 58-89-910/29/15 12:350.051 1
Chlordane (Technical)ND ug/L 10/30/15 03:07 57-74-910/29/15 12:350.51 1
alpha-Chlordane ND ug/L 10/30/15 03:07 5103-71-910/29/15 12:350.051 1
gamma-Chlordane ND ug/L 10/30/15 03:07 5103-74-210/29/15 12:350.051 1
4,4'-DDD ND ug/L 10/30/15 03:07 72-54-810/29/15 12:350.10 1
4,4'-DDE ND ug/L 10/30/15 03:07 72-55-910/29/15 12:350.10 1
4,4'-DDT ND ug/L 10/30/15 03:07 50-29-310/29/15 12:350.10 1
Dieldrin ND ug/L 10/30/15 03:07 60-57-110/29/15 12:350.10 1
Endosulfan I ND ug/L 10/30/15 03:07 959-98-810/29/15 12:350.051 1
Endosulfan II ND ug/L 10/30/15 03:07 33213-65-910/29/15 12:350.10 1
Endosulfan sulfate ND ug/L 10/30/15 03:07 1031-07-810/29/15 12:350.10 1
Endrin ND ug/L 10/30/15 03:07 72-20-810/29/15 12:350.10 1
Endrin aldehyde ND ug/L 10/30/15 03:07 7421-93-410/29/15 12:350.10 1
Endrin ketone ND ug/L 10/30/15 03:07 53494-70-510/29/15 12:350.10 1
Heptachlor ND ug/L 10/30/15 03:07 76-44-810/29/15 12:350.051 1
Heptachlor epoxide ND ug/L 10/30/15 03:07 1024-57-310/29/15 12:350.051 1
Methoxychlor ND ug/L 10/30/15 03:07 72-43-510/29/15 12:350.51 1
Toxaphene ND ug/L 10/30/15 03:07 8001-35-210/29/15 12:351.5 1
Surrogates
Tetrachloro-m-xylene (S)82 %.10/30/15 03:07 877-09-810/29/15 12:3559-125 1
Decachlorobiphenyl (S)81 %.10/30/15 03:07 2051-24-310/29/15 12:3530-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 10/31/15 10:4910/28/15 12:060.10 1
Surrogates
n-Triacontane (S)78 %.10/31/15 10:49 638-68-610/28/15 12:0650-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 11/05/15 08:25 7440-38-211/04/15 19:430.50 1
Beryllium, Dissolved ND ug/L 11/05/15 08:25 7440-41-711/04/15 19:430.20 1
Calcium, Dissolved 88800 ug/L 11/05/15 12:32 7440-70-211/04/15 19:43400 10
Copper, Dissolved ND ug/L 11/05/15 08:25 7440-50-811/04/15 19:431.0 1
Iron, Dissolved ND ug/L 11/05/15 08:25 7439-89-611/04/15 19:4350.0 1
Lead, Dissolved ND ug/L 11/05/15 08:25 7439-92-111/04/15 19:430.10 1
Magnesium, Dissolved 30800 ug/L 11/05/15 12:32 7439-95-411/04/15 19:43100 10
Potassium, Dissolved 2290 ug/L 11/05/15 08:25 7440-09-711/04/15 19:4350.0 1
Sodium, Dissolved 10800 ug/L 11/05/15 08:25 7440-23-511/04/15 19:4350.0 1
Thallium, Dissolved ND ug/L 11/05/15 08:25 7440-28-011/04/15 19:430.10 1
Analytical Method: EPA 7470A Preparation Method: EPA 7470A7470A Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 11/03/15 19:59 7439-97-611/03/15 19:150.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 7 of 84
AET Project No. 03-05081 Page C133 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-5S Lab ID: 10327629001 Collected: 10/26/15 09:45 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Acetone ND ug/L 10/30/15 19:21 67-64-120.0 1
Allyl chloride ND ug/L 10/30/15 19:21 107-05-15.0 1
Benzene ND ug/L 10/30/15 19:21 71-43-21.0 1
Bromobenzene ND ug/L 10/30/15 19:21 108-86-11.0 1
Bromochloromethane ND ug/L 10/30/15 19:21 74-97-51.0 1
Bromodichloromethane ND ug/L 10/30/15 19:21 75-27-41.0 1
Bromoform ND ug/L 10/30/15 19:21 75-25-25.0 1
Bromomethane ND ug/L 10/30/15 19:21 74-83-95.0 1
2-Butanone (MEK)ND ug/L 10/30/15 19:21 78-93-320.0 1
n-Butylbenzene ND ug/L 10/30/15 19:21 104-51-81.0 1
sec-Butylbenzene ND ug/L 10/30/15 19:21 135-98-85.0 1
tert-Butylbenzene ND ug/L 10/30/15 19:21 98-06-61.0 1
Carbon tetrachloride ND ug/L 10/30/15 19:21 56-23-51.0 1
Chlorobenzene ND ug/L 10/30/15 19:21 108-90-71.0 1
Chloroethane ND ug/L 10/30/15 19:21 75-00-31.0 1
Chloroform ND ug/L 10/30/15 19:21 67-66-35.0 1
Chloromethane ND ug/L 10/30/15 19:21 74-87-31.0 1
2-Chlorotoluene ND ug/L 10/30/15 19:21 95-49-81.0 1
4-Chlorotoluene ND ug/L 10/30/15 19:21 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 10/30/15 19:21 96-12-85.0 1
Dibromochloromethane ND ug/L 10/30/15 19:21 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 10/30/15 19:21 106-93-41.0 1
Dibromomethane ND ug/L 10/30/15 19:21 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 10/30/15 19:21 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 10/30/15 19:21 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 10/30/15 19:21 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 10/30/15 19:21 75-71-81.0 1
1,1-Dichloroethane ND ug/L 10/30/15 19:21 75-34-31.0 1
1,2-Dichloroethane ND ug/L 10/30/15 19:21 107-06-21.0 1
1,1-Dichloroethene ND ug/L 10/30/15 19:21 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 10/30/15 19:21 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 10/30/15 19:21 156-60-51.0 1
Dichlorofluoromethane ND ug/L 10/30/15 19:21 75-43-41.0 1
1,2-Dichloropropane ND ug/L 10/30/15 19:21 78-87-51.0 1
1,3-Dichloropropane ND ug/L 10/30/15 19:21 142-28-91.0 1
2,2-Dichloropropane ND ug/L 10/30/15 19:21 594-20-71.0 1
1,1-Dichloropropene ND ug/L 10/30/15 19:21 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 10/30/15 19:21 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 10/30/15 19:21 10061-02-61.0 1
Diethyl ether (Ethyl ether)ND ug/L 10/30/15 19:21 60-29-75.0 1
Ethylbenzene ND ug/L 10/30/15 19:21 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 10/30/15 19:21 87-68-35.0 1
Isopropylbenzene (Cumene)ND ug/L 10/30/15 19:21 98-82-81.0 1
p-Isopropyltoluene ND ug/L 10/30/15 19:21 99-87-61.0 1
Methylene Chloride ND ug/L 10/30/15 19:21 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 10/30/15 19:21 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 10/30/15 19:21 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 8 of 84
AET Project No. 03-05081 Page C134 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-5S Lab ID: 10327629001 Collected: 10/26/15 09:45 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Naphthalene ND ug/L 10/30/15 19:21 91-20-35.0 1
n-Propylbenzene ND ug/L 10/30/15 19:21 103-65-11.0 1
Styrene ND ug/L 10/30/15 19:21 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 10/30/15 19:21 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 10/30/15 19:21 79-34-51.0 1
Tetrachloroethene ND ug/L 10/30/15 19:21 127-18-41.0 1
Tetrahydrofuran ND ug/L 10/30/15 19:21 109-99-95.0 1
Toluene ND ug/L 10/30/15 19:21 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 10/30/15 19:21 87-61-65.0 1
1,2,4-Trichlorobenzene ND ug/L 10/30/15 19:21 120-82-15.0 1
1,1,1-Trichloroethane ND ug/L 10/30/15 19:21 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 10/30/15 19:21 79-00-51.0 1
Trichloroethene ND ug/L 10/30/15 19:21 79-01-61.0 1
Trichlorofluoromethane ND ug/L 10/30/15 19:21 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 10/30/15 19:21 96-18-41.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 10/30/15 19:21 76-13-15.0 1
1,2,4-Trimethylbenzene ND ug/L 10/30/15 19:21 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 10/30/15 19:21 108-67-81.0 1
Vinyl chloride ND ug/L 10/30/15 19:21 75-01-41.0 1
m&p-Xylene ND ug/L 10/30/15 19:21 179601-23-12.0 1
o-Xylene ND ug/L 10/30/15 19:21 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)91 %10/30/15 19:21 460-00-470-130 1
Dibromofluoromethane (S)98 %10/30/15 19:21 1868-53-770-130 1
Toluene-d8 (S)101 %10/30/15 19:21 2037-26-570-130 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 303 mg/L 11/06/15 13:465.0 1
Alkalinity,Bicarbonate (CaCO3)303 mg/L 11/06/15 13:465.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 11/06/15 13:465.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 425 mg/L 11/01/15 11:0310.0 1
Analytical Method: SM 9222B Preparation Method: SM 9222BMBIO 9222B Total Coliform MF
Total Coliforms 21 CFU/100 mL 10/28/15 09:0510/27/15 09:271.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 11.4 mg/L 11/04/15 19:56 M10.50 5
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 17.1 mg/L 10/27/15 10:36 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 28.6 mg/L 11/02/15 15:41 16887-00-6 M11.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 9 of 84
AET Project No. 03-05081 Page C135 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-5S Lab ID: 10327629001 Collected: 10/26/15 09:45 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 11/03/15 21:54 57-12-511/03/15 19:2110.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 11/09/15 16:13 7723-14-011/07/15 11:550.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 10 of 84
AET Project No. 03-05081 Page C136 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-5d Lab ID: 10327629002 Collected: 10/26/15 11:00 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 3510C8081B GCS Pesticides
Aldrin ND ug/L 10/30/15 03:25 309-00-210/29/15 12:350.052 1
alpha-BHC ND ug/L 10/30/15 03:25 319-84-610/29/15 12:350.052 1
beta-BHC ND ug/L 10/30/15 03:25 319-85-710/29/15 12:350.052 1
delta-BHC ND ug/L 10/30/15 03:25 319-86-810/29/15 12:350.052 1
gamma-BHC (Lindane)ND ug/L 10/30/15 03:25 58-89-910/29/15 12:350.052 1
Chlordane (Technical)ND ug/L 10/30/15 03:25 57-74-910/29/15 12:350.52 1
alpha-Chlordane ND ug/L 10/30/15 03:25 5103-71-910/29/15 12:350.052 1
gamma-Chlordane ND ug/L 10/30/15 03:25 5103-74-210/29/15 12:350.052 1
4,4'-DDD ND ug/L 10/30/15 03:25 72-54-810/29/15 12:350.10 1
4,4'-DDE ND ug/L 10/30/15 03:25 72-55-910/29/15 12:350.10 1
4,4'-DDT ND ug/L 10/30/15 03:25 50-29-310/29/15 12:350.10 1
Dieldrin ND ug/L 10/30/15 03:25 60-57-110/29/15 12:350.10 1
Endosulfan I ND ug/L 10/30/15 03:25 959-98-810/29/15 12:350.052 1
Endosulfan II ND ug/L 10/30/15 03:25 33213-65-910/29/15 12:350.10 1
Endosulfan sulfate ND ug/L 10/30/15 03:25 1031-07-810/29/15 12:350.10 1
Endrin ND ug/L 10/30/15 03:25 72-20-810/29/15 12:350.10 1
Endrin aldehyde ND ug/L 10/30/15 03:25 7421-93-410/29/15 12:350.10 1
Endrin ketone ND ug/L 10/30/15 03:25 53494-70-510/29/15 12:350.10 1
Heptachlor ND ug/L 10/30/15 03:25 76-44-810/29/15 12:350.052 1
Heptachlor epoxide ND ug/L 10/30/15 03:25 1024-57-310/29/15 12:350.052 1
Methoxychlor ND ug/L 10/30/15 03:25 72-43-510/29/15 12:350.52 1
Toxaphene ND ug/L 10/30/15 03:25 8001-35-210/29/15 12:351.6 1
Surrogates
Tetrachloro-m-xylene (S)80 %.10/30/15 03:25 877-09-810/29/15 12:3559-125 1
Decachlorobiphenyl (S)81 %.10/30/15 03:25 2051-24-310/29/15 12:3530-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 10/31/15 11:2410/28/15 12:060.10 1
Surrogates
n-Triacontane (S)80 %.10/31/15 11:24 638-68-610/28/15 12:0650-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 11/05/15 08:43 7440-38-211/04/15 19:430.50 1
Beryllium, Dissolved ND ug/L 11/05/15 08:43 7440-41-711/04/15 19:430.20 1
Calcium, Dissolved 101000 ug/L 11/05/15 12:47 7440-70-2 M111/04/15 19:43400 10
Copper, Dissolved ND ug/L 11/05/15 08:43 7440-50-811/04/15 19:431.0 1
Iron, Dissolved ND ug/L 11/05/15 08:43 7439-89-611/04/15 19:4350.0 1
Lead, Dissolved ND ug/L 11/05/15 08:43 7439-92-111/04/15 19:430.10 1
Magnesium, Dissolved 35100 ug/L 11/05/15 12:47 7439-95-4 M111/04/15 19:43100 10
Potassium, Dissolved 2730 ug/L 11/05/15 08:43 7440-09-711/04/15 19:4350.0 1
Sodium, Dissolved 17500 ug/L 11/05/15 08:43 7440-23-511/04/15 19:4350.0 1
Thallium, Dissolved ND ug/L 11/05/15 08:43 7440-28-011/04/15 19:430.10 1
Analytical Method: EPA 7470A Preparation Method: EPA 7470A7470A Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 11/03/15 20:06 7439-97-611/03/15 19:150.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 11 of 84
AET Project No. 03-05081 Page C137 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-5d Lab ID: 10327629002 Collected: 10/26/15 11:00 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Acetone ND ug/L 10/30/15 21:32 67-64-120.0 1
Allyl chloride ND ug/L 10/30/15 21:32 107-05-15.0 1
Benzene ND ug/L 10/30/15 21:32 71-43-21.0 1
Bromobenzene ND ug/L 10/30/15 21:32 108-86-11.0 1
Bromochloromethane ND ug/L 10/30/15 21:32 74-97-51.0 1
Bromodichloromethane ND ug/L 10/30/15 21:32 75-27-41.0 1
Bromoform ND ug/L 10/30/15 21:32 75-25-25.0 1
Bromomethane ND ug/L 10/30/15 21:32 74-83-95.0 1
2-Butanone (MEK)ND ug/L 10/30/15 21:32 78-93-320.0 1
n-Butylbenzene ND ug/L 10/30/15 21:32 104-51-81.0 1
sec-Butylbenzene ND ug/L 10/30/15 21:32 135-98-85.0 1
tert-Butylbenzene ND ug/L 10/30/15 21:32 98-06-61.0 1
Carbon tetrachloride ND ug/L 10/30/15 21:32 56-23-51.0 1
Chlorobenzene ND ug/L 10/30/15 21:32 108-90-71.0 1
Chloroethane ND ug/L 10/30/15 21:32 75-00-31.0 1
Chloroform ND ug/L 10/30/15 21:32 67-66-35.0 1
Chloromethane ND ug/L 10/30/15 21:32 74-87-31.0 1
2-Chlorotoluene ND ug/L 10/30/15 21:32 95-49-81.0 1
4-Chlorotoluene ND ug/L 10/30/15 21:32 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 10/30/15 21:32 96-12-85.0 1
Dibromochloromethane ND ug/L 10/30/15 21:32 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 10/30/15 21:32 106-93-41.0 1
Dibromomethane ND ug/L 10/30/15 21:32 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 10/30/15 21:32 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 10/30/15 21:32 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 10/30/15 21:32 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 10/30/15 21:32 75-71-81.0 1
1,1-Dichloroethane ND ug/L 10/30/15 21:32 75-34-31.0 1
1,2-Dichloroethane ND ug/L 10/30/15 21:32 107-06-21.0 1
1,1-Dichloroethene ND ug/L 10/30/15 21:32 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 10/30/15 21:32 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 10/30/15 21:32 156-60-51.0 1
Dichlorofluoromethane ND ug/L 10/30/15 21:32 75-43-41.0 1
1,2-Dichloropropane ND ug/L 10/30/15 21:32 78-87-51.0 1
1,3-Dichloropropane ND ug/L 10/30/15 21:32 142-28-91.0 1
2,2-Dichloropropane ND ug/L 10/30/15 21:32 594-20-71.0 1
1,1-Dichloropropene ND ug/L 10/30/15 21:32 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 10/30/15 21:32 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 10/30/15 21:32 10061-02-61.0 1
Diethyl ether (Ethyl ether)ND ug/L 10/30/15 21:32 60-29-75.0 1
Ethylbenzene ND ug/L 10/30/15 21:32 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 10/30/15 21:32 87-68-35.0 1
Isopropylbenzene (Cumene)ND ug/L 10/30/15 21:32 98-82-81.0 1
p-Isopropyltoluene ND ug/L 10/30/15 21:32 99-87-61.0 1
Methylene Chloride ND ug/L 10/30/15 21:32 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 10/30/15 21:32 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 10/30/15 21:32 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 12 of 84
AET Project No. 03-05081 Page C138 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-5d Lab ID: 10327629002 Collected: 10/26/15 11:00 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Naphthalene ND ug/L 10/30/15 21:32 91-20-35.0 1
n-Propylbenzene ND ug/L 10/30/15 21:32 103-65-11.0 1
Styrene ND ug/L 10/30/15 21:32 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 10/30/15 21:32 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 10/30/15 21:32 79-34-51.0 1
Tetrachloroethene ND ug/L 10/30/15 21:32 127-18-41.0 1
Tetrahydrofuran ND ug/L 10/30/15 21:32 109-99-95.0 1
Toluene ND ug/L 10/30/15 21:32 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 10/30/15 21:32 87-61-65.0 1
1,2,4-Trichlorobenzene ND ug/L 10/30/15 21:32 120-82-15.0 1
1,1,1-Trichloroethane ND ug/L 10/30/15 21:32 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 10/30/15 21:32 79-00-51.0 1
Trichloroethene ND ug/L 10/30/15 21:32 79-01-61.0 1
Trichlorofluoromethane ND ug/L 10/30/15 21:32 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 10/30/15 21:32 96-18-41.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 10/30/15 21:32 76-13-15.0 1
1,2,4-Trimethylbenzene ND ug/L 10/30/15 21:32 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 10/30/15 21:32 108-67-81.0 1
Vinyl chloride ND ug/L 10/30/15 21:32 75-01-41.0 1
m&p-Xylene ND ug/L 10/30/15 21:32 179601-23-12.0 1
o-Xylene ND ug/L 10/30/15 21:32 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)85 %10/30/15 21:32 460-00-470-130 1
Dibromofluoromethane (S)96 %10/30/15 21:32 1868-53-770-130 1
Toluene-d8 (S)96 %10/30/15 21:32 2037-26-570-130 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 312 mg/L 11/06/15 14:015.0 1
Alkalinity,Bicarbonate (CaCO3)312 mg/L 11/06/15 14:015.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 11/06/15 14:015.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 492 mg/L 11/01/15 11:0310.0 1
Analytical Method: SM 9222B Preparation Method: SM 9222BMBIO 9222B Total Coliform MF
Total Coliforms <1 CFU/100 mL 10/28/15 09:0710/27/15 09:271.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 4.1 mg/L 11/04/15 17:440.10 1
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 20.8 mg/L 10/27/15 10:39 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 54.7 mg/L 11/02/15 15:52 16887-00-62.0 2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 13 of 84
AET Project No. 03-05081 Page C139 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-5d Lab ID: 10327629002 Collected: 10/26/15 11:00 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 11/03/15 21:54 57-12-511/03/15 19:2110.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 11/09/15 16:14 7723-14-011/07/15 11:550.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 14 of 84
AET Project No. 03-05081 Page C140 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: MW-B1-001 Lab ID: 10327629003 Collected: 10/26/15 12:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 3510C8081B GCS Pesticides
Aldrin ND ug/L 10/30/15 03:44 309-00-210/29/15 12:350.053 1
alpha-BHC ND ug/L 10/30/15 03:44 319-84-610/29/15 12:350.053 1
beta-BHC ND ug/L 10/30/15 03:44 319-85-710/29/15 12:350.053 1
delta-BHC ND ug/L 10/30/15 03:44 319-86-810/29/15 12:350.053 1
gamma-BHC (Lindane)ND ug/L 10/30/15 03:44 58-89-910/29/15 12:350.053 1
Chlordane (Technical)ND ug/L 10/30/15 03:44 57-74-910/29/15 12:350.53 1
alpha-Chlordane ND ug/L 10/30/15 03:44 5103-71-910/29/15 12:350.053 1
gamma-Chlordane ND ug/L 10/30/15 03:44 5103-74-210/29/15 12:350.053 1
4,4'-DDD ND ug/L 10/30/15 03:44 72-54-810/29/15 12:350.11 1
4,4'-DDE ND ug/L 10/30/15 03:44 72-55-910/29/15 12:350.11 1
4,4'-DDT ND ug/L 10/30/15 03:44 50-29-310/29/15 12:350.11 1
Dieldrin ND ug/L 10/30/15 03:44 60-57-110/29/15 12:350.11 1
Endosulfan I ND ug/L 10/30/15 03:44 959-98-810/29/15 12:350.053 1
Endosulfan II ND ug/L 10/30/15 03:44 33213-65-910/29/15 12:350.11 1
Endosulfan sulfate ND ug/L 10/30/15 03:44 1031-07-810/29/15 12:350.11 1
Endrin ND ug/L 10/30/15 03:44 72-20-810/29/15 12:350.11 1
Endrin aldehyde ND ug/L 10/30/15 03:44 7421-93-410/29/15 12:350.11 1
Endrin ketone ND ug/L 10/30/15 03:44 53494-70-510/29/15 12:350.11 1
Heptachlor ND ug/L 10/30/15 03:44 76-44-810/29/15 12:350.053 1
Heptachlor epoxide ND ug/L 10/30/15 03:44 1024-57-310/29/15 12:350.053 1
Methoxychlor ND ug/L 10/30/15 03:44 72-43-510/29/15 12:350.53 1
Toxaphene ND ug/L 10/30/15 03:44 8001-35-210/29/15 12:351.6 1
Surrogates
Tetrachloro-m-xylene (S)80 %.10/30/15 03:44 877-09-810/29/15 12:3559-125 1
Decachlorobiphenyl (S)76 %.10/30/15 03:44 2051-24-310/29/15 12:3530-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 10/31/15 11:3110/28/15 12:060.10 1
Surrogates
n-Triacontane (S)77 %.10/31/15 11:31 638-68-610/28/15 12:0650-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 11/05/15 08:27 7440-38-211/04/15 19:430.50 1
Beryllium, Dissolved ND ug/L 11/05/15 08:27 7440-41-711/04/15 19:430.20 1
Calcium, Dissolved 67400 ug/L 11/05/15 12:35 7440-70-211/04/15 19:43400 10
Copper, Dissolved ND ug/L 11/05/15 08:27 7440-50-811/04/15 19:431.0 1
Iron, Dissolved ND ug/L 11/05/15 08:27 7439-89-611/04/15 19:4350.0 1
Lead, Dissolved ND ug/L 11/05/15 08:27 7439-92-111/04/15 19:430.10 1
Magnesium, Dissolved 25100 ug/L 11/05/15 12:35 7439-95-411/04/15 19:43100 10
Potassium, Dissolved 2670 ug/L 11/05/15 08:27 7440-09-711/04/15 19:4350.0 1
Sodium, Dissolved 5220 ug/L 11/05/15 08:27 7440-23-511/04/15 19:4350.0 1
Thallium, Dissolved ND ug/L 11/05/15 08:27 7440-28-011/04/15 19:430.10 1
Analytical Method: EPA 7470A Preparation Method: EPA 7470A7470A Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 11/03/15 20:09 7439-97-611/03/15 19:150.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 15 of 84
AET Project No. 03-05081 Page C141 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: MW-B1-001 Lab ID: 10327629003 Collected: 10/26/15 12:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Acetone ND ug/L 10/30/15 21:54 67-64-120.0 1
Allyl chloride ND ug/L 10/30/15 21:54 107-05-15.0 1
Benzene ND ug/L 10/30/15 21:54 71-43-21.0 1
Bromobenzene ND ug/L 10/30/15 21:54 108-86-11.0 1
Bromochloromethane ND ug/L 10/30/15 21:54 74-97-51.0 1
Bromodichloromethane ND ug/L 10/30/15 21:54 75-27-41.0 1
Bromoform ND ug/L 10/30/15 21:54 75-25-25.0 1
Bromomethane ND ug/L 10/30/15 21:54 74-83-95.0 1
2-Butanone (MEK)ND ug/L 10/30/15 21:54 78-93-320.0 1
n-Butylbenzene ND ug/L 10/30/15 21:54 104-51-81.0 1
sec-Butylbenzene ND ug/L 10/30/15 21:54 135-98-85.0 1
tert-Butylbenzene ND ug/L 10/30/15 21:54 98-06-61.0 1
Carbon tetrachloride ND ug/L 10/30/15 21:54 56-23-51.0 1
Chlorobenzene ND ug/L 10/30/15 21:54 108-90-71.0 1
Chloroethane ND ug/L 10/30/15 21:54 75-00-31.0 1
Chloroform ND ug/L 10/30/15 21:54 67-66-35.0 1
Chloromethane ND ug/L 10/30/15 21:54 74-87-31.0 1
2-Chlorotoluene ND ug/L 10/30/15 21:54 95-49-81.0 1
4-Chlorotoluene ND ug/L 10/30/15 21:54 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 10/30/15 21:54 96-12-85.0 1
Dibromochloromethane ND ug/L 10/30/15 21:54 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 10/30/15 21:54 106-93-41.0 1
Dibromomethane ND ug/L 10/30/15 21:54 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 10/30/15 21:54 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 10/30/15 21:54 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 10/30/15 21:54 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 10/30/15 21:54 75-71-81.0 1
1,1-Dichloroethane ND ug/L 10/30/15 21:54 75-34-31.0 1
1,2-Dichloroethane ND ug/L 10/30/15 21:54 107-06-21.0 1
1,1-Dichloroethene ND ug/L 10/30/15 21:54 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 10/30/15 21:54 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 10/30/15 21:54 156-60-51.0 1
Dichlorofluoromethane ND ug/L 10/30/15 21:54 75-43-41.0 1
1,2-Dichloropropane ND ug/L 10/30/15 21:54 78-87-51.0 1
1,3-Dichloropropane ND ug/L 10/30/15 21:54 142-28-91.0 1
2,2-Dichloropropane ND ug/L 10/30/15 21:54 594-20-71.0 1
1,1-Dichloropropene ND ug/L 10/30/15 21:54 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 10/30/15 21:54 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 10/30/15 21:54 10061-02-61.0 1
Diethyl ether (Ethyl ether)ND ug/L 10/30/15 21:54 60-29-75.0 1
Ethylbenzene ND ug/L 10/30/15 21:54 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 10/30/15 21:54 87-68-35.0 1
Isopropylbenzene (Cumene)ND ug/L 10/30/15 21:54 98-82-81.0 1
p-Isopropyltoluene ND ug/L 10/30/15 21:54 99-87-61.0 1
Methylene Chloride ND ug/L 10/30/15 21:54 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 10/30/15 21:54 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 10/30/15 21:54 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 16 of 84
AET Project No. 03-05081 Page C142 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: MW-B1-001 Lab ID: 10327629003 Collected: 10/26/15 12:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Naphthalene ND ug/L 10/30/15 21:54 91-20-35.0 1
n-Propylbenzene ND ug/L 10/30/15 21:54 103-65-11.0 1
Styrene ND ug/L 10/30/15 21:54 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 10/30/15 21:54 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 10/30/15 21:54 79-34-51.0 1
Tetrachloroethene ND ug/L 10/30/15 21:54 127-18-41.0 1
Tetrahydrofuran ND ug/L 10/30/15 21:54 109-99-95.0 1
Toluene ND ug/L 10/30/15 21:54 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 10/30/15 21:54 87-61-65.0 1
1,2,4-Trichlorobenzene ND ug/L 10/30/15 21:54 120-82-15.0 1
1,1,1-Trichloroethane ND ug/L 10/30/15 21:54 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 10/30/15 21:54 79-00-51.0 1
Trichloroethene ND ug/L 10/30/15 21:54 79-01-61.0 1
Trichlorofluoromethane ND ug/L 10/30/15 21:54 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 10/30/15 21:54 96-18-41.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 10/30/15 21:54 76-13-15.0 1
1,2,4-Trimethylbenzene ND ug/L 10/30/15 21:54 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 10/30/15 21:54 108-67-81.0 1
Vinyl chloride ND ug/L 10/30/15 21:54 75-01-41.0 1
m&p-Xylene ND ug/L 10/30/15 21:54 179601-23-12.0 1
o-Xylene ND ug/L 10/30/15 21:54 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)89 %10/30/15 21:54 460-00-470-130 1
Dibromofluoromethane (S)101 %10/30/15 21:54 1868-53-770-130 1
Toluene-d8 (S)99 %10/30/15 21:54 2037-26-570-130 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 224 mg/L 11/06/15 14:075.0 1
Alkalinity,Bicarbonate (CaCO3)224 mg/L 11/06/15 14:075.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 11/06/15 14:075.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 338 mg/L 11/01/15 11:0310.0 1
Analytical Method: SM 9222B Preparation Method: SM 9222BMBIO 9222B Total Coliform MF
Total Coliforms <1 CFU/100 mL 10/28/15 09:0710/27/15 09:271.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 15.6 mg/L 11/04/15 19:590.50 5
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 10.9 mg/L 10/27/15 10:39 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 12.9 mg/L 11/02/15 15:41 16887-00-61.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 17 of 84
AET Project No. 03-05081 Page C143 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: MW-B1-001 Lab ID: 10327629003 Collected: 10/26/15 12:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 11/03/15 21:57 57-12-511/03/15 19:2110.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 11/09/15 16:14 7723-14-011/07/15 11:550.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
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Page 18 of 84
AET Project No. 03-05081 Page C144 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-4S Lab ID: 10327629004 Collected: 10/26/15 14:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 3510C8081B GCS Pesticides
Aldrin ND ug/L 10/30/15 04:02 309-00-210/29/15 12:350.051 1
alpha-BHC ND ug/L 10/30/15 04:02 319-84-610/29/15 12:350.051 1
beta-BHC ND ug/L 10/30/15 04:02 319-85-710/29/15 12:350.051 1
delta-BHC ND ug/L 10/30/15 04:02 319-86-810/29/15 12:350.051 1
gamma-BHC (Lindane)ND ug/L 10/30/15 04:02 58-89-910/29/15 12:350.051 1
Chlordane (Technical)ND ug/L 10/30/15 04:02 57-74-910/29/15 12:350.51 1
alpha-Chlordane ND ug/L 10/30/15 04:02 5103-71-910/29/15 12:350.051 1
gamma-Chlordane ND ug/L 10/30/15 04:02 5103-74-210/29/15 12:350.051 1
4,4'-DDD ND ug/L 10/30/15 04:02 72-54-810/29/15 12:350.10 1
4,4'-DDE ND ug/L 10/30/15 04:02 72-55-910/29/15 12:350.10 1
4,4'-DDT ND ug/L 10/30/15 04:02 50-29-310/29/15 12:350.10 1
Dieldrin ND ug/L 10/30/15 04:02 60-57-110/29/15 12:350.10 1
Endosulfan I ND ug/L 10/30/15 04:02 959-98-810/29/15 12:350.051 1
Endosulfan II ND ug/L 10/30/15 04:02 33213-65-910/29/15 12:350.10 1
Endosulfan sulfate ND ug/L 10/30/15 04:02 1031-07-810/29/15 12:350.10 1
Endrin ND ug/L 10/30/15 04:02 72-20-810/29/15 12:350.10 1
Endrin aldehyde ND ug/L 10/30/15 04:02 7421-93-410/29/15 12:350.10 1
Endrin ketone ND ug/L 10/30/15 04:02 53494-70-510/29/15 12:350.10 1
Heptachlor ND ug/L 10/30/15 04:02 76-44-810/29/15 12:350.051 1
Heptachlor epoxide ND ug/L 10/30/15 04:02 1024-57-310/29/15 12:350.051 1
Methoxychlor ND ug/L 10/30/15 04:02 72-43-510/29/15 12:350.51 1
Toxaphene ND ug/L 10/30/15 04:02 8001-35-210/29/15 12:351.5 1
Surrogates
Tetrachloro-m-xylene (S)83 %.10/30/15 04:02 877-09-810/29/15 12:3559-125 1
Decachlorobiphenyl (S)83 %.10/30/15 04:02 2051-24-310/29/15 12:3530-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 10/31/15 11:1010/28/15 12:060.10 1
Surrogates
n-Triacontane (S)82 %.10/31/15 11:10 638-68-610/28/15 12:0650-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 11/05/15 08:30 7440-38-211/04/15 19:430.50 1
Beryllium, Dissolved ND ug/L 11/05/15 08:30 7440-41-711/04/15 19:430.20 1
Calcium, Dissolved 67300 ug/L 11/05/15 12:37 7440-70-211/04/15 19:43400 10
Copper, Dissolved ND ug/L 11/05/15 08:30 7440-50-811/04/15 19:431.0 1
Iron, Dissolved ND ug/L 11/05/15 08:30 7439-89-611/04/15 19:4350.0 1
Lead, Dissolved ND ug/L 11/05/15 08:30 7439-92-111/04/15 19:430.10 1
Magnesium, Dissolved 23100 ug/L 11/05/15 12:37 7439-95-411/04/15 19:43100 10
Potassium, Dissolved 1780 ug/L 11/05/15 08:30 7440-09-711/04/15 19:4350.0 1
Sodium, Dissolved 5650 ug/L 11/05/15 08:30 7440-23-511/04/15 19:4350.0 1
Thallium, Dissolved ND ug/L 11/05/15 08:30 7440-28-011/04/15 19:430.10 1
Analytical Method: EPA 7470A Preparation Method: EPA 7470A7470A Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 11/03/15 20:11 7439-97-611/03/15 19:150.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 19 of 84
AET Project No. 03-05081 Page C145 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-4S Lab ID: 10327629004 Collected: 10/26/15 14:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Acetone ND ug/L 10/30/15 22:15 67-64-120.0 1
Allyl chloride ND ug/L 10/30/15 22:15 107-05-15.0 1
Benzene ND ug/L 10/30/15 22:15 71-43-21.0 1
Bromobenzene ND ug/L 10/30/15 22:15 108-86-11.0 1
Bromochloromethane ND ug/L 10/30/15 22:15 74-97-51.0 1
Bromodichloromethane ND ug/L 10/30/15 22:15 75-27-41.0 1
Bromoform ND ug/L 10/30/15 22:15 75-25-25.0 1
Bromomethane ND ug/L 10/30/15 22:15 74-83-95.0 1
2-Butanone (MEK)ND ug/L 10/30/15 22:15 78-93-320.0 1
n-Butylbenzene ND ug/L 10/30/15 22:15 104-51-81.0 1
sec-Butylbenzene ND ug/L 10/30/15 22:15 135-98-85.0 1
tert-Butylbenzene ND ug/L 10/30/15 22:15 98-06-61.0 1
Carbon tetrachloride ND ug/L 10/30/15 22:15 56-23-51.0 1
Chlorobenzene ND ug/L 10/30/15 22:15 108-90-71.0 1
Chloroethane ND ug/L 10/30/15 22:15 75-00-31.0 1
Chloroform ND ug/L 10/30/15 22:15 67-66-35.0 1
Chloromethane ND ug/L 10/30/15 22:15 74-87-31.0 1
2-Chlorotoluene ND ug/L 10/30/15 22:15 95-49-81.0 1
4-Chlorotoluene ND ug/L 10/30/15 22:15 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 10/30/15 22:15 96-12-85.0 1
Dibromochloromethane ND ug/L 10/30/15 22:15 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 10/30/15 22:15 106-93-41.0 1
Dibromomethane ND ug/L 10/30/15 22:15 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 10/30/15 22:15 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 10/30/15 22:15 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 10/30/15 22:15 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 10/30/15 22:15 75-71-81.0 1
1,1-Dichloroethane ND ug/L 10/30/15 22:15 75-34-31.0 1
1,2-Dichloroethane ND ug/L 10/30/15 22:15 107-06-21.0 1
1,1-Dichloroethene ND ug/L 10/30/15 22:15 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 10/30/15 22:15 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 10/30/15 22:15 156-60-51.0 1
Dichlorofluoromethane ND ug/L 10/30/15 22:15 75-43-41.0 1
1,2-Dichloropropane ND ug/L 10/30/15 22:15 78-87-51.0 1
1,3-Dichloropropane ND ug/L 10/30/15 22:15 142-28-91.0 1
2,2-Dichloropropane ND ug/L 10/30/15 22:15 594-20-71.0 1
1,1-Dichloropropene ND ug/L 10/30/15 22:15 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 10/30/15 22:15 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 10/30/15 22:15 10061-02-61.0 1
Diethyl ether (Ethyl ether)ND ug/L 10/30/15 22:15 60-29-75.0 1
Ethylbenzene ND ug/L 10/30/15 22:15 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 10/30/15 22:15 87-68-35.0 1
Isopropylbenzene (Cumene)ND ug/L 10/30/15 22:15 98-82-81.0 1
p-Isopropyltoluene ND ug/L 10/30/15 22:15 99-87-61.0 1
Methylene Chloride ND ug/L 10/30/15 22:15 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 10/30/15 22:15 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 10/30/15 22:15 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 20 of 84
AET Project No. 03-05081 Page C146 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-4S Lab ID: 10327629004 Collected: 10/26/15 14:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Naphthalene ND ug/L 10/30/15 22:15 91-20-35.0 1
n-Propylbenzene ND ug/L 10/30/15 22:15 103-65-11.0 1
Styrene ND ug/L 10/30/15 22:15 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 10/30/15 22:15 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 10/30/15 22:15 79-34-51.0 1
Tetrachloroethene ND ug/L 10/30/15 22:15 127-18-41.0 1
Tetrahydrofuran ND ug/L 10/30/15 22:15 109-99-95.0 1
Toluene ND ug/L 10/30/15 22:15 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 10/30/15 22:15 87-61-65.0 1
1,2,4-Trichlorobenzene ND ug/L 10/30/15 22:15 120-82-15.0 1
1,1,1-Trichloroethane ND ug/L 10/30/15 22:15 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 10/30/15 22:15 79-00-51.0 1
Trichloroethene ND ug/L 10/30/15 22:15 79-01-61.0 1
Trichlorofluoromethane ND ug/L 10/30/15 22:15 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 10/30/15 22:15 96-18-41.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 10/30/15 22:15 76-13-15.0 1
1,2,4-Trimethylbenzene ND ug/L 10/30/15 22:15 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 10/30/15 22:15 108-67-81.0 1
Vinyl chloride ND ug/L 10/30/15 22:15 75-01-41.0 1
m&p-Xylene ND ug/L 10/30/15 22:15 179601-23-12.0 1
o-Xylene ND ug/L 10/30/15 22:15 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)91 %10/30/15 22:15 460-00-470-130 1
Dibromofluoromethane (S)102 %10/30/15 22:15 1868-53-770-130 1
Toluene-d8 (S)100 %10/30/15 22:15 2037-26-570-130 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 225 mg/L 11/06/15 14:115.0 1
Alkalinity,Bicarbonate (CaCO3)225 mg/L 11/06/15 14:115.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 11/06/15 14:115.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 327 mg/L 11/01/15 11:0310.0 1
Analytical Method: SM 9222B Preparation Method: SM 9222BMBIO 9222B Total Coliform MF
Total Coliforms <1 CFU/100 mL 10/28/15 09:0710/27/15 09:271.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 2.6 mg/L 11/04/15 17:490.10 1
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 35.9 mg/L 10/27/15 10:49 14808-79-85.0 2
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 22.4 mg/L 11/02/15 15:41 16887-00-61.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 21 of 84
AET Project No. 03-05081 Page C147 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-4S Lab ID: 10327629004 Collected: 10/26/15 14:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 11/03/15 21:57 57-12-511/03/15 19:2110.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 11/09/15 16:15 7723-14-011/07/15 11:550.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 22 of 84
AET Project No. 03-05081 Page C148 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-4d Lab ID: 10327629005 Collected: 10/26/15 15:55 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 3510C8081B GCS Pesticides
Aldrin ND ug/L 10/30/15 04:20 309-00-210/29/15 12:350.052 1
alpha-BHC ND ug/L 10/30/15 04:20 319-84-610/29/15 12:350.052 1
beta-BHC ND ug/L 10/30/15 04:20 319-85-710/29/15 12:350.052 1
delta-BHC ND ug/L 10/30/15 04:20 319-86-810/29/15 12:350.052 1
gamma-BHC (Lindane)ND ug/L 10/30/15 04:20 58-89-910/29/15 12:350.052 1
Chlordane (Technical)ND ug/L 10/30/15 04:20 57-74-910/29/15 12:350.52 1
alpha-Chlordane ND ug/L 10/30/15 04:20 5103-71-910/29/15 12:350.052 1
gamma-Chlordane ND ug/L 10/30/15 04:20 5103-74-210/29/15 12:350.052 1
4,4'-DDD ND ug/L 10/30/15 04:20 72-54-810/29/15 12:350.10 1
4,4'-DDE ND ug/L 10/30/15 04:20 72-55-910/29/15 12:350.10 1
4,4'-DDT ND ug/L 10/30/15 04:20 50-29-310/29/15 12:350.10 1
Dieldrin ND ug/L 10/30/15 04:20 60-57-110/29/15 12:350.10 1
Endosulfan I ND ug/L 10/30/15 04:20 959-98-810/29/15 12:350.052 1
Endosulfan II ND ug/L 10/30/15 04:20 33213-65-910/29/15 12:350.10 1
Endosulfan sulfate ND ug/L 10/30/15 04:20 1031-07-810/29/15 12:350.10 1
Endrin ND ug/L 10/30/15 04:20 72-20-810/29/15 12:350.10 1
Endrin aldehyde ND ug/L 10/30/15 04:20 7421-93-410/29/15 12:350.10 1
Endrin ketone ND ug/L 10/30/15 04:20 53494-70-510/29/15 12:350.10 1
Heptachlor ND ug/L 10/30/15 04:20 76-44-810/29/15 12:350.052 1
Heptachlor epoxide ND ug/L 10/30/15 04:20 1024-57-310/29/15 12:350.052 1
Methoxychlor ND ug/L 10/30/15 04:20 72-43-510/29/15 12:350.52 1
Toxaphene ND ug/L 10/30/15 04:20 8001-35-210/29/15 12:351.5 1
Surrogates
Tetrachloro-m-xylene (S)89 %.10/30/15 04:20 877-09-810/29/15 12:3559-125 1
Decachlorobiphenyl (S)81 %.10/30/15 04:20 2051-24-310/29/15 12:3530-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 10/31/15 11:1710/28/15 12:060.11 1
Surrogates
n-Triacontane (S)80 %.10/31/15 11:17 638-68-610/28/15 12:0650-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 11/05/15 08:32 7440-38-211/04/15 19:430.50 1
Beryllium, Dissolved ND ug/L 11/05/15 08:32 7440-41-711/04/15 19:430.20 1
Calcium, Dissolved 85500 ug/L 11/05/15 12:40 7440-70-211/04/15 19:43400 10
Copper, Dissolved ND ug/L 11/05/15 08:32 7440-50-811/04/15 19:431.0 1
Iron, Dissolved ND ug/L 11/05/15 08:32 7439-89-611/04/15 19:4350.0 1
Lead, Dissolved ND ug/L 11/05/15 08:32 7439-92-111/04/15 19:430.10 1
Magnesium, Dissolved 32600 ug/L 11/05/15 12:40 7439-95-411/04/15 19:43100 10
Potassium, Dissolved 1900 ug/L 11/05/15 08:32 7440-09-711/04/15 19:4350.0 1
Sodium, Dissolved 8200 ug/L 11/05/15 08:32 7440-23-511/04/15 19:4350.0 1
Thallium, Dissolved ND ug/L 11/05/15 08:32 7440-28-011/04/15 19:430.10 1
Analytical Method: EPA 7470A Preparation Method: EPA 7470A7470A Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 11/03/15 20:14 7439-97-611/03/15 19:150.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 23 of 84
AET Project No. 03-05081 Page C149 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-4d Lab ID: 10327629005 Collected: 10/26/15 15:55 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Acetone ND ug/L 10/30/15 22:37 67-64-120.0 1
Allyl chloride ND ug/L 10/30/15 22:37 107-05-15.0 1
Benzene ND ug/L 10/30/15 22:37 71-43-21.0 1
Bromobenzene ND ug/L 10/30/15 22:37 108-86-11.0 1
Bromochloromethane ND ug/L 10/30/15 22:37 74-97-51.0 1
Bromodichloromethane ND ug/L 10/30/15 22:37 75-27-41.0 1
Bromoform ND ug/L 10/30/15 22:37 75-25-25.0 1
Bromomethane ND ug/L 10/30/15 22:37 74-83-95.0 1
2-Butanone (MEK)ND ug/L 10/30/15 22:37 78-93-320.0 1
n-Butylbenzene ND ug/L 10/30/15 22:37 104-51-81.0 1
sec-Butylbenzene ND ug/L 10/30/15 22:37 135-98-85.0 1
tert-Butylbenzene ND ug/L 10/30/15 22:37 98-06-61.0 1
Carbon tetrachloride ND ug/L 10/30/15 22:37 56-23-51.0 1
Chlorobenzene ND ug/L 10/30/15 22:37 108-90-71.0 1
Chloroethane ND ug/L 10/30/15 22:37 75-00-31.0 1
Chloroform ND ug/L 10/30/15 22:37 67-66-35.0 1
Chloromethane ND ug/L 10/30/15 22:37 74-87-31.0 1
2-Chlorotoluene ND ug/L 10/30/15 22:37 95-49-81.0 1
4-Chlorotoluene ND ug/L 10/30/15 22:37 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 10/30/15 22:37 96-12-85.0 1
Dibromochloromethane ND ug/L 10/30/15 22:37 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 10/30/15 22:37 106-93-41.0 1
Dibromomethane ND ug/L 10/30/15 22:37 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 10/30/15 22:37 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 10/30/15 22:37 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 10/30/15 22:37 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 10/30/15 22:37 75-71-81.0 1
1,1-Dichloroethane ND ug/L 10/30/15 22:37 75-34-31.0 1
1,2-Dichloroethane ND ug/L 10/30/15 22:37 107-06-21.0 1
1,1-Dichloroethene ND ug/L 10/30/15 22:37 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 10/30/15 22:37 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 10/30/15 22:37 156-60-51.0 1
Dichlorofluoromethane ND ug/L 10/30/15 22:37 75-43-41.0 1
1,2-Dichloropropane ND ug/L 10/30/15 22:37 78-87-51.0 1
1,3-Dichloropropane ND ug/L 10/30/15 22:37 142-28-91.0 1
2,2-Dichloropropane ND ug/L 10/30/15 22:37 594-20-71.0 1
1,1-Dichloropropene ND ug/L 10/30/15 22:37 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 10/30/15 22:37 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 10/30/15 22:37 10061-02-61.0 1
Diethyl ether (Ethyl ether)ND ug/L 10/30/15 22:37 60-29-75.0 1
Ethylbenzene ND ug/L 10/30/15 22:37 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 10/30/15 22:37 87-68-35.0 1
Isopropylbenzene (Cumene)ND ug/L 10/30/15 22:37 98-82-81.0 1
p-Isopropyltoluene ND ug/L 10/30/15 22:37 99-87-61.0 1
Methylene Chloride ND ug/L 10/30/15 22:37 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 10/30/15 22:37 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 10/30/15 22:37 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 24 of 84
AET Project No. 03-05081 Page C150 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-4d Lab ID: 10327629005 Collected: 10/26/15 15:55 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Naphthalene ND ug/L 10/30/15 22:37 91-20-35.0 1
n-Propylbenzene ND ug/L 10/30/15 22:37 103-65-11.0 1
Styrene ND ug/L 10/30/15 22:37 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 10/30/15 22:37 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 10/30/15 22:37 79-34-51.0 1
Tetrachloroethene ND ug/L 10/30/15 22:37 127-18-41.0 1
Tetrahydrofuran ND ug/L 10/30/15 22:37 109-99-95.0 1
Toluene ND ug/L 10/30/15 22:37 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 10/30/15 22:37 87-61-65.0 1
1,2,4-Trichlorobenzene ND ug/L 10/30/15 22:37 120-82-15.0 1
1,1,1-Trichloroethane ND ug/L 10/30/15 22:37 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 10/30/15 22:37 79-00-51.0 1
Trichloroethene ND ug/L 10/30/15 22:37 79-01-61.0 1
Trichlorofluoromethane ND ug/L 10/30/15 22:37 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 10/30/15 22:37 96-18-41.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 10/30/15 22:37 76-13-15.0 1
1,2,4-Trimethylbenzene ND ug/L 10/30/15 22:37 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 10/30/15 22:37 108-67-81.0 1
Vinyl chloride ND ug/L 10/30/15 22:37 75-01-41.0 1
m&p-Xylene ND ug/L 10/30/15 22:37 179601-23-12.0 1
o-Xylene ND ug/L 10/30/15 22:37 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)89 %10/30/15 22:37 460-00-470-130 1
Dibromofluoromethane (S)104 %10/30/15 22:37 1868-53-770-130 1
Toluene-d8 (S)99 %10/30/15 22:37 2037-26-570-130 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 274 mg/L 11/06/15 14:285.0 1
Alkalinity,Bicarbonate (CaCO3)274 mg/L 11/06/15 14:285.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 11/06/15 14:285.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 430 mg/L 11/01/15 11:0310.0 1
Analytical Method: SM 9222B Preparation Method: SM 9222BMBIO 9222B Total Coliform MF
Total Coliforms <1 CFU/100 mL 10/28/15 09:0710/27/15 09:271.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 4.8 mg/L 11/04/15 17:490.10 1
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 42.4 mg/L 10/27/15 10:49 14808-79-85.0 2
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 24.7 mg/L 11/02/15 15:41 16887-00-61.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 25 of 84
AET Project No. 03-05081 Page C151 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-4d Lab ID: 10327629005 Collected: 10/26/15 15:55 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 11/03/15 22:01 57-12-511/03/15 19:2110.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 11/09/15 16:15 7723-14-011/07/15 11:550.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 26 of 84
AET Project No. 03-05081 Page C152 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-3d Lab ID: 10327629006 Collected: 10/26/15 17:35 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 3510C8081B GCS Pesticides
Aldrin ND ug/L 10/30/15 04:38 309-00-210/29/15 12:350.053 1
alpha-BHC ND ug/L 10/30/15 04:38 319-84-610/29/15 12:350.053 1
beta-BHC ND ug/L 10/30/15 04:38 319-85-710/29/15 12:350.053 1
delta-BHC ND ug/L 10/30/15 04:38 319-86-810/29/15 12:350.053 1
gamma-BHC (Lindane)ND ug/L 10/30/15 04:38 58-89-910/29/15 12:350.053 1
Chlordane (Technical)ND ug/L 10/30/15 04:38 57-74-910/29/15 12:350.53 1
alpha-Chlordane ND ug/L 10/30/15 04:38 5103-71-910/29/15 12:350.053 1
gamma-Chlordane ND ug/L 10/30/15 04:38 5103-74-210/29/15 12:350.053 1
4,4'-DDD ND ug/L 10/30/15 04:38 72-54-810/29/15 12:350.11 1
4,4'-DDE ND ug/L 10/30/15 04:38 72-55-910/29/15 12:350.11 1
4,4'-DDT ND ug/L 10/30/15 04:38 50-29-310/29/15 12:350.11 1
Dieldrin ND ug/L 10/30/15 04:38 60-57-110/29/15 12:350.11 1
Endosulfan I ND ug/L 10/30/15 04:38 959-98-810/29/15 12:350.053 1
Endosulfan II ND ug/L 10/30/15 04:38 33213-65-910/29/15 12:350.11 1
Endosulfan sulfate ND ug/L 10/30/15 04:38 1031-07-810/29/15 12:350.11 1
Endrin ND ug/L 10/30/15 04:38 72-20-810/29/15 12:350.11 1
Endrin aldehyde ND ug/L 10/30/15 04:38 7421-93-410/29/15 12:350.11 1
Endrin ketone ND ug/L 10/30/15 04:38 53494-70-510/29/15 12:350.11 1
Heptachlor ND ug/L 10/30/15 04:38 76-44-810/29/15 12:350.053 1
Heptachlor epoxide ND ug/L 10/30/15 04:38 1024-57-310/29/15 12:350.053 1
Methoxychlor ND ug/L 10/30/15 04:38 72-43-510/29/15 12:350.53 1
Toxaphene ND ug/L 10/30/15 04:38 8001-35-210/29/15 12:351.6 1
Surrogates
Tetrachloro-m-xylene (S)80 %.10/30/15 04:38 877-09-810/29/15 12:3559-125 1
Decachlorobiphenyl (S)78 %.10/30/15 04:38 2051-24-310/29/15 12:3530-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 10/31/15 09:3210/28/15 12:060.10 1
Surrogates
n-Triacontane (S)93 %.10/31/15 09:32 638-68-610/28/15 12:0650-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 11/05/15 08:35 7440-38-211/04/15 19:430.50 1
Beryllium, Dissolved ND ug/L 11/05/15 08:35 7440-41-711/04/15 19:430.20 1
Calcium, Dissolved 79400 ug/L 11/05/15 12:42 7440-70-211/04/15 19:43400 10
Copper, Dissolved ND ug/L 11/05/15 08:35 7440-50-811/04/15 19:431.0 1
Iron, Dissolved ND ug/L 11/05/15 08:35 7439-89-611/04/15 19:4350.0 1
Lead, Dissolved ND ug/L 11/05/15 08:35 7439-92-111/04/15 19:430.10 1
Magnesium, Dissolved 29100 ug/L 11/05/15 12:42 7439-95-411/04/15 19:43100 10
Potassium, Dissolved 1590 ug/L 11/05/15 08:35 7440-09-711/04/15 19:4350.0 1
Sodium, Dissolved 6240 ug/L 11/05/15 08:35 7440-23-511/04/15 19:4350.0 1
Thallium, Dissolved ND ug/L 11/05/15 08:35 7440-28-011/04/15 19:430.10 1
Analytical Method: EPA 7470A Preparation Method: EPA 7470A7470A Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 11/03/15 20:16 7439-97-611/03/15 19:150.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 27 of 84
AET Project No. 03-05081 Page C153 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-3d Lab ID: 10327629006 Collected: 10/26/15 17:35 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Acetone ND ug/L 10/30/15 22:59 67-64-120.0 1
Allyl chloride ND ug/L 10/30/15 22:59 107-05-15.0 1
Benzene ND ug/L 10/30/15 22:59 71-43-21.0 1
Bromobenzene ND ug/L 10/30/15 22:59 108-86-11.0 1
Bromochloromethane ND ug/L 10/30/15 22:59 74-97-51.0 1
Bromodichloromethane ND ug/L 10/30/15 22:59 75-27-41.0 1
Bromoform ND ug/L 10/30/15 22:59 75-25-25.0 1
Bromomethane ND ug/L 10/30/15 22:59 74-83-95.0 1
2-Butanone (MEK)ND ug/L 10/30/15 22:59 78-93-320.0 1
n-Butylbenzene ND ug/L 10/30/15 22:59 104-51-81.0 1
sec-Butylbenzene ND ug/L 10/30/15 22:59 135-98-85.0 1
tert-Butylbenzene ND ug/L 10/30/15 22:59 98-06-61.0 1
Carbon tetrachloride ND ug/L 10/30/15 22:59 56-23-51.0 1
Chlorobenzene ND ug/L 10/30/15 22:59 108-90-71.0 1
Chloroethane ND ug/L 10/30/15 22:59 75-00-31.0 1
Chloroform ND ug/L 10/30/15 22:59 67-66-35.0 1
Chloromethane ND ug/L 10/30/15 22:59 74-87-31.0 1
2-Chlorotoluene ND ug/L 10/30/15 22:59 95-49-81.0 1
4-Chlorotoluene ND ug/L 10/30/15 22:59 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 10/30/15 22:59 96-12-85.0 1
Dibromochloromethane ND ug/L 10/30/15 22:59 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 10/30/15 22:59 106-93-41.0 1
Dibromomethane ND ug/L 10/30/15 22:59 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 10/30/15 22:59 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 10/30/15 22:59 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 10/30/15 22:59 106-46-71.0 1
Dichlorodifluoromethane 2.0 ug/L 10/30/15 22:59 75-71-81.0 1
1,1-Dichloroethane ND ug/L 10/30/15 22:59 75-34-31.0 1
1,2-Dichloroethane ND ug/L 10/30/15 22:59 107-06-21.0 1
1,1-Dichloroethene ND ug/L 10/30/15 22:59 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 10/30/15 22:59 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 10/30/15 22:59 156-60-51.0 1
Dichlorofluoromethane ND ug/L 10/30/15 22:59 75-43-41.0 1
1,2-Dichloropropane ND ug/L 10/30/15 22:59 78-87-51.0 1
1,3-Dichloropropane ND ug/L 10/30/15 22:59 142-28-91.0 1
2,2-Dichloropropane ND ug/L 10/30/15 22:59 594-20-71.0 1
1,1-Dichloropropene ND ug/L 10/30/15 22:59 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 10/30/15 22:59 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 10/30/15 22:59 10061-02-61.0 1
Diethyl ether (Ethyl ether)ND ug/L 10/30/15 22:59 60-29-75.0 1
Ethylbenzene ND ug/L 10/30/15 22:59 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 10/30/15 22:59 87-68-35.0 1
Isopropylbenzene (Cumene)ND ug/L 10/30/15 22:59 98-82-81.0 1
p-Isopropyltoluene ND ug/L 10/30/15 22:59 99-87-61.0 1
Methylene Chloride ND ug/L 10/30/15 22:59 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 10/30/15 22:59 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 10/30/15 22:59 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 28 of 84
AET Project No. 03-05081 Page C154 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-3d Lab ID: 10327629006 Collected: 10/26/15 17:35 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Naphthalene ND ug/L 10/30/15 22:59 91-20-35.0 1
n-Propylbenzene ND ug/L 10/30/15 22:59 103-65-11.0 1
Styrene ND ug/L 10/30/15 22:59 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 10/30/15 22:59 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 10/30/15 22:59 79-34-51.0 1
Tetrachloroethene ND ug/L 10/30/15 22:59 127-18-41.0 1
Tetrahydrofuran ND ug/L 10/30/15 22:59 109-99-95.0 1
Toluene ND ug/L 10/30/15 22:59 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 10/30/15 22:59 87-61-65.0 1
1,2,4-Trichlorobenzene ND ug/L 10/30/15 22:59 120-82-15.0 1
1,1,1-Trichloroethane ND ug/L 10/30/15 22:59 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 10/30/15 22:59 79-00-51.0 1
Trichloroethene ND ug/L 10/30/15 22:59 79-01-61.0 1
Trichlorofluoromethane ND ug/L 10/30/15 22:59 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 10/30/15 22:59 96-18-41.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 10/30/15 22:59 76-13-15.0 1
1,2,4-Trimethylbenzene ND ug/L 10/30/15 22:59 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 10/30/15 22:59 108-67-81.0 1
Vinyl chloride ND ug/L 10/30/15 22:59 75-01-41.0 1
m&p-Xylene ND ug/L 10/30/15 22:59 179601-23-12.0 1
o-Xylene ND ug/L 10/30/15 22:59 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)90 %10/30/15 22:59 460-00-470-130 1
Dibromofluoromethane (S)99 %10/30/15 22:59 1868-53-770-130 1
Toluene-d8 (S)100 %10/30/15 22:59 2037-26-570-130 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 270 mg/L 11/06/15 14:335.0 1
Alkalinity,Bicarbonate (CaCO3)270 mg/L 11/06/15 14:335.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 11/06/15 14:335.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 381 mg/L 11/01/15 11:0310.0 1
Analytical Method: SM 9222B Preparation Method: SM 9222BMBIO 9222B Total Coliform MF
Total Coliforms <1 CFU/100 mL 10/28/15 09:0710/27/15 09:271.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 4.8 mg/L 11/04/15 17:520.10 1
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 22.4 mg/L 10/27/15 10:41 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 24.8 mg/L 11/02/15 15:41 16887-00-61.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 29 of 84
AET Project No. 03-05081 Page C155 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: RMW-3d Lab ID: 10327629006 Collected: 10/26/15 17:35 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 11/03/15 22:02 57-12-511/03/15 19:2110.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 11/09/15 16:17 7723-14-011/07/15 11:550.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 30 of 84
AET Project No. 03-05081 Page C156 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Equip Blank Lab ID: 10327629007 Collected: 10/26/15 17:55 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 3510C8081B GCS Pesticides
Aldrin ND ug/L 10/30/15 04:57 309-00-210/29/15 12:350.060 1
alpha-BHC ND ug/L 10/30/15 04:57 319-84-610/29/15 12:350.060 1
beta-BHC ND ug/L 10/30/15 04:57 319-85-710/29/15 12:350.060 1
delta-BHC ND ug/L 10/30/15 04:57 319-86-810/29/15 12:350.060 1
gamma-BHC (Lindane)ND ug/L 10/30/15 04:57 58-89-910/29/15 12:350.060 1
Chlordane (Technical)ND ug/L 10/30/15 04:57 57-74-910/29/15 12:350.60 1
alpha-Chlordane ND ug/L 10/30/15 04:57 5103-71-910/29/15 12:350.060 1
gamma-Chlordane ND ug/L 10/30/15 04:57 5103-74-210/29/15 12:350.060 1
4,4'-DDD ND ug/L 10/30/15 04:57 72-54-810/29/15 12:350.12 1
4,4'-DDE ND ug/L 10/30/15 04:57 72-55-910/29/15 12:350.12 1
4,4'-DDT ND ug/L 10/30/15 04:57 50-29-310/29/15 12:350.12 1
Dieldrin ND ug/L 10/30/15 04:57 60-57-110/29/15 12:350.12 1
Endosulfan I ND ug/L 10/30/15 04:57 959-98-810/29/15 12:350.060 1
Endosulfan II ND ug/L 10/30/15 04:57 33213-65-910/29/15 12:350.12 1
Endosulfan sulfate ND ug/L 10/30/15 04:57 1031-07-810/29/15 12:350.12 1
Endrin ND ug/L 10/30/15 04:57 72-20-810/29/15 12:350.12 1
Endrin aldehyde ND ug/L 10/30/15 04:57 7421-93-410/29/15 12:350.12 1
Endrin ketone ND ug/L 10/30/15 04:57 53494-70-510/29/15 12:350.12 1
Heptachlor ND ug/L 10/30/15 04:57 76-44-810/29/15 12:350.060 1
Heptachlor epoxide ND ug/L 10/30/15 04:57 1024-57-310/29/15 12:350.060 1
Methoxychlor ND ug/L 10/30/15 04:57 72-43-510/29/15 12:350.60 1
Toxaphene ND ug/L 10/30/15 04:57 8001-35-210/29/15 12:351.8 1
Surrogates
Tetrachloro-m-xylene (S)72 %.10/30/15 04:57 877-09-810/29/15 12:3559-125 1
Decachlorobiphenyl (S)51 %.10/30/15 04:57 2051-24-310/29/15 12:3530-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 10/31/15 09:3910/28/15 12:060.14 1
Surrogates
n-Triacontane (S)82 %.10/31/15 09:39 638-68-610/28/15 12:0650-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 11/05/15 08:37 7440-38-211/04/15 19:430.50 1
Beryllium, Dissolved ND ug/L 11/05/15 08:37 7440-41-711/04/15 19:430.20 1
Calcium, Dissolved 74.0 ug/L 11/05/15 08:37 7440-70-211/04/15 19:4340.0 1
Copper, Dissolved ND ug/L 11/05/15 08:37 7440-50-811/04/15 19:431.0 1
Iron, Dissolved ND ug/L 11/05/15 08:37 7439-89-611/04/15 19:4350.0 1
Lead, Dissolved ND ug/L 11/05/15 08:37 7439-92-111/04/15 19:430.10 1
Magnesium, Dissolved 15.9 ug/L 11/05/15 08:37 7439-95-411/04/15 19:4310.0 1
Potassium, Dissolved ND ug/L 11/05/15 08:37 7440-09-711/04/15 19:4350.0 1
Sodium, Dissolved ND ug/L 11/05/15 08:37 7440-23-511/04/15 19:4350.0 1
Thallium, Dissolved ND ug/L 11/05/15 08:37 7440-28-011/04/15 19:430.10 1
Analytical Method: EPA 7470A Preparation Method: EPA 7470A7470A Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 11/03/15 20:31 7439-97-611/03/15 19:150.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 31 of 84
AET Project No. 03-05081 Page C157 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Equip Blank Lab ID: 10327629007 Collected: 10/26/15 17:55 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Acetone ND ug/L 10/30/15 19:43 67-64-120.0 1
Allyl chloride ND ug/L 10/30/15 19:43 107-05-15.0 1
Benzene ND ug/L 10/30/15 19:43 71-43-21.0 1
Bromobenzene ND ug/L 10/30/15 19:43 108-86-11.0 1
Bromochloromethane ND ug/L 10/30/15 19:43 74-97-51.0 1
Bromodichloromethane ND ug/L 10/30/15 19:43 75-27-41.0 1
Bromoform ND ug/L 10/30/15 19:43 75-25-25.0 1
Bromomethane ND ug/L 10/30/15 19:43 74-83-95.0 1
2-Butanone (MEK)ND ug/L 10/30/15 19:43 78-93-320.0 1
n-Butylbenzene ND ug/L 10/30/15 19:43 104-51-81.0 1
sec-Butylbenzene ND ug/L 10/30/15 19:43 135-98-85.0 1
tert-Butylbenzene ND ug/L 10/30/15 19:43 98-06-61.0 1
Carbon tetrachloride ND ug/L 10/30/15 19:43 56-23-51.0 1
Chlorobenzene ND ug/L 10/30/15 19:43 108-90-71.0 1
Chloroethane ND ug/L 10/30/15 19:43 75-00-31.0 1
Chloroform ND ug/L 10/30/15 19:43 67-66-35.0 1
Chloromethane ND ug/L 10/30/15 19:43 74-87-31.0 1
2-Chlorotoluene ND ug/L 10/30/15 19:43 95-49-81.0 1
4-Chlorotoluene ND ug/L 10/30/15 19:43 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 10/30/15 19:43 96-12-85.0 1
Dibromochloromethane ND ug/L 10/30/15 19:43 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 10/30/15 19:43 106-93-41.0 1
Dibromomethane ND ug/L 10/30/15 19:43 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 10/30/15 19:43 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 10/30/15 19:43 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 10/30/15 19:43 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 10/30/15 19:43 75-71-81.0 1
1,1-Dichloroethane ND ug/L 10/30/15 19:43 75-34-31.0 1
1,2-Dichloroethane ND ug/L 10/30/15 19:43 107-06-21.0 1
1,1-Dichloroethene ND ug/L 10/30/15 19:43 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 10/30/15 19:43 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 10/30/15 19:43 156-60-51.0 1
Dichlorofluoromethane ND ug/L 10/30/15 19:43 75-43-41.0 1
1,2-Dichloropropane ND ug/L 10/30/15 19:43 78-87-51.0 1
1,3-Dichloropropane ND ug/L 10/30/15 19:43 142-28-91.0 1
2,2-Dichloropropane ND ug/L 10/30/15 19:43 594-20-71.0 1
1,1-Dichloropropene ND ug/L 10/30/15 19:43 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 10/30/15 19:43 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 10/30/15 19:43 10061-02-61.0 1
Diethyl ether (Ethyl ether)ND ug/L 10/30/15 19:43 60-29-75.0 1
Ethylbenzene ND ug/L 10/30/15 19:43 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 10/30/15 19:43 87-68-35.0 1
Isopropylbenzene (Cumene)ND ug/L 10/30/15 19:43 98-82-81.0 1
p-Isopropyltoluene ND ug/L 10/30/15 19:43 99-87-61.0 1
Methylene Chloride ND ug/L 10/30/15 19:43 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 10/30/15 19:43 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 10/30/15 19:43 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 32 of 84
AET Project No. 03-05081 Page C158 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Equip Blank Lab ID: 10327629007 Collected: 10/26/15 17:55 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Naphthalene ND ug/L 10/30/15 19:43 91-20-35.0 1
n-Propylbenzene ND ug/L 10/30/15 19:43 103-65-11.0 1
Styrene ND ug/L 10/30/15 19:43 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 10/30/15 19:43 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 10/30/15 19:43 79-34-51.0 1
Tetrachloroethene ND ug/L 10/30/15 19:43 127-18-41.0 1
Tetrahydrofuran ND ug/L 10/30/15 19:43 109-99-95.0 1
Toluene ND ug/L 10/30/15 19:43 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 10/30/15 19:43 87-61-65.0 1
1,2,4-Trichlorobenzene ND ug/L 10/30/15 19:43 120-82-15.0 1
1,1,1-Trichloroethane ND ug/L 10/30/15 19:43 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 10/30/15 19:43 79-00-51.0 1
Trichloroethene ND ug/L 10/30/15 19:43 79-01-61.0 1
Trichlorofluoromethane ND ug/L 10/30/15 19:43 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 10/30/15 19:43 96-18-41.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 10/30/15 19:43 76-13-15.0 1
1,2,4-Trimethylbenzene ND ug/L 10/30/15 19:43 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 10/30/15 19:43 108-67-81.0 1
Vinyl chloride ND ug/L 10/30/15 19:43 75-01-41.0 1
m&p-Xylene ND ug/L 10/30/15 19:43 179601-23-12.0 1
o-Xylene ND ug/L 10/30/15 19:43 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)89 %10/30/15 19:43 460-00-470-130 1
Dibromofluoromethane (S)99 %10/30/15 19:43 1868-53-770-130 1
Toluene-d8 (S)98 %10/30/15 19:43 2037-26-570-130 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 ND mg/L 11/06/15 14:385.0 1
Alkalinity,Bicarbonate (CaCO3)ND mg/L 11/06/15 14:385.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 11/06/15 14:385.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids ND mg/L 11/01/15 11:0310.0 1
Analytical Method: SM 9222B Preparation Method: SM 9222BMBIO 9222B Total Coliform MF
Total Coliforms <1 CFU/100 mL 10/28/15 09:0710/27/15 09:271.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 ND mg/L 11/04/15 17:530.10 1
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate ND mg/L 10/27/15 10:41 14808-79-82.5 1
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride ND mg/L 11/02/15 15:44 16887-00-61.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 33 of 84
AET Project No. 03-05081 Page C159 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Equip Blank Lab ID: 10327629007 Collected: 10/26/15 17:55 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 11/03/15 22:05 57-12-511/03/15 19:2110.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 11/09/15 16:18 7723-14-011/07/15 11:550.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 34 of 84
AET Project No. 03-05081 Page C160 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Duplicate Lab ID: 10327629008 Collected: 10/26/15 14:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 8081B Preparation Method: EPA 3510C8081B GCS Pesticides
Aldrin ND ug/L 10/30/15 05:15 309-00-210/29/15 12:350.051 1
alpha-BHC ND ug/L 10/30/15 05:15 319-84-610/29/15 12:350.051 1
beta-BHC ND ug/L 10/30/15 05:15 319-85-710/29/15 12:350.051 1
delta-BHC ND ug/L 10/30/15 05:15 319-86-810/29/15 12:350.051 1
gamma-BHC (Lindane)ND ug/L 10/30/15 05:15 58-89-910/29/15 12:350.051 1
Chlordane (Technical)ND ug/L 10/30/15 05:15 57-74-910/29/15 12:350.51 1
alpha-Chlordane ND ug/L 10/30/15 05:15 5103-71-910/29/15 12:350.051 1
gamma-Chlordane ND ug/L 10/30/15 05:15 5103-74-210/29/15 12:350.051 1
4,4'-DDD ND ug/L 10/30/15 05:15 72-54-810/29/15 12:350.10 1
4,4'-DDE ND ug/L 10/30/15 05:15 72-55-910/29/15 12:350.10 1
4,4'-DDT ND ug/L 10/30/15 05:15 50-29-310/29/15 12:350.10 1
Dieldrin ND ug/L 10/30/15 05:15 60-57-110/29/15 12:350.10 1
Endosulfan I ND ug/L 10/30/15 05:15 959-98-810/29/15 12:350.051 1
Endosulfan II ND ug/L 10/30/15 05:15 33213-65-910/29/15 12:350.10 1
Endosulfan sulfate ND ug/L 10/30/15 05:15 1031-07-810/29/15 12:350.10 1
Endrin ND ug/L 10/30/15 05:15 72-20-810/29/15 12:350.10 1
Endrin aldehyde ND ug/L 10/30/15 05:15 7421-93-410/29/15 12:350.10 1
Endrin ketone ND ug/L 10/30/15 05:15 53494-70-510/29/15 12:350.10 1
Heptachlor ND ug/L 10/30/15 05:15 76-44-810/29/15 12:350.051 1
Heptachlor epoxide ND ug/L 10/30/15 05:15 1024-57-310/29/15 12:350.051 1
Methoxychlor ND ug/L 10/30/15 05:15 72-43-510/29/15 12:350.51 1
Toxaphene ND ug/L 10/30/15 05:15 8001-35-210/29/15 12:351.5 1
Surrogates
Tetrachloro-m-xylene (S)84 %.10/30/15 05:15 877-09-810/29/15 12:3559-125 1
Decachlorobiphenyl (S)87 %.10/30/15 05:15 2051-24-310/29/15 12:3530-137 1
Analytical Method: WI MOD DRO Preparation Method: WI MOD DROWIDRO GCS
WDRO C10-C28 ND mg/L 10/31/15 09:4610/28/15 12:060.10 1
Surrogates
n-Triacontane (S)71 %.10/31/15 09:46 638-68-610/28/15 12:0650-150 1
Analytical Method: EPA 6020A Preparation Method: EPA 30206020A MET ICPMS, Lab Filtered
Arsenic, Dissolved ND ug/L 11/05/15 08:40 7440-38-211/04/15 19:430.50 1
Beryllium, Dissolved ND ug/L 11/05/15 08:40 7440-41-711/04/15 19:430.20 1
Calcium, Dissolved 67800 ug/L 11/05/15 12:45 7440-70-211/04/15 19:43400 10
Copper, Dissolved ND ug/L 11/05/15 08:40 7440-50-811/04/15 19:431.0 1
Iron, Dissolved ND ug/L 11/05/15 08:40 7439-89-611/04/15 19:4350.0 1
Lead, Dissolved ND ug/L 11/05/15 08:40 7439-92-111/04/15 19:430.10 1
Magnesium, Dissolved 23200 ug/L 11/05/15 12:45 7439-95-411/04/15 19:43100 10
Potassium, Dissolved 1820 ug/L 11/05/15 08:40 7440-09-711/04/15 19:4350.0 1
Sodium, Dissolved 5790 ug/L 11/05/15 08:40 7440-23-511/04/15 19:4350.0 1
Thallium, Dissolved ND ug/L 11/05/15 08:40 7440-28-011/04/15 19:430.10 1
Analytical Method: EPA 7470A Preparation Method: EPA 7470A7470A Mercury, Lab Filtered
Mercury, Dissolved ND ug/L 11/03/15 20:33 7439-97-611/03/15 19:150.20 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 35 of 84
AET Project No. 03-05081 Page C161 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Duplicate Lab ID: 10327629008 Collected: 10/26/15 14:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Acetone ND ug/L 10/30/15 23:21 67-64-120.0 1
Allyl chloride ND ug/L 10/30/15 23:21 107-05-15.0 1
Benzene ND ug/L 10/30/15 23:21 71-43-21.0 1
Bromobenzene ND ug/L 10/30/15 23:21 108-86-11.0 1
Bromochloromethane ND ug/L 10/30/15 23:21 74-97-51.0 1
Bromodichloromethane ND ug/L 10/30/15 23:21 75-27-41.0 1
Bromoform ND ug/L 10/30/15 23:21 75-25-25.0 1
Bromomethane ND ug/L 10/30/15 23:21 74-83-95.0 1
2-Butanone (MEK)ND ug/L 10/30/15 23:21 78-93-320.0 1
n-Butylbenzene ND ug/L 10/30/15 23:21 104-51-81.0 1
sec-Butylbenzene ND ug/L 10/30/15 23:21 135-98-85.0 1
tert-Butylbenzene ND ug/L 10/30/15 23:21 98-06-61.0 1
Carbon tetrachloride ND ug/L 10/30/15 23:21 56-23-51.0 1
Chlorobenzene ND ug/L 10/30/15 23:21 108-90-71.0 1
Chloroethane ND ug/L 10/30/15 23:21 75-00-31.0 1
Chloroform ND ug/L 10/30/15 23:21 67-66-35.0 1
Chloromethane ND ug/L 10/30/15 23:21 74-87-31.0 1
2-Chlorotoluene ND ug/L 10/30/15 23:21 95-49-81.0 1
4-Chlorotoluene ND ug/L 10/30/15 23:21 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 10/30/15 23:21 96-12-85.0 1
Dibromochloromethane ND ug/L 10/30/15 23:21 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 10/30/15 23:21 106-93-41.0 1
Dibromomethane ND ug/L 10/30/15 23:21 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 10/30/15 23:21 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 10/30/15 23:21 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 10/30/15 23:21 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 10/30/15 23:21 75-71-81.0 1
1,1-Dichloroethane ND ug/L 10/30/15 23:21 75-34-31.0 1
1,2-Dichloroethane ND ug/L 10/30/15 23:21 107-06-21.0 1
1,1-Dichloroethene ND ug/L 10/30/15 23:21 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 10/30/15 23:21 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 10/30/15 23:21 156-60-51.0 1
Dichlorofluoromethane ND ug/L 10/30/15 23:21 75-43-41.0 1
1,2-Dichloropropane ND ug/L 10/30/15 23:21 78-87-51.0 1
1,3-Dichloropropane ND ug/L 10/30/15 23:21 142-28-91.0 1
2,2-Dichloropropane ND ug/L 10/30/15 23:21 594-20-71.0 1
1,1-Dichloropropene ND ug/L 10/30/15 23:21 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 10/30/15 23:21 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 10/30/15 23:21 10061-02-61.0 1
Diethyl ether (Ethyl ether)ND ug/L 10/30/15 23:21 60-29-75.0 1
Ethylbenzene ND ug/L 10/30/15 23:21 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 10/30/15 23:21 87-68-35.0 1
Isopropylbenzene (Cumene)ND ug/L 10/30/15 23:21 98-82-81.0 1
p-Isopropyltoluene ND ug/L 10/30/15 23:21 99-87-61.0 1
Methylene Chloride ND ug/L 10/30/15 23:21 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 10/30/15 23:21 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 10/30/15 23:21 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 36 of 84
AET Project No. 03-05081 Page C162 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Duplicate Lab ID: 10327629008 Collected: 10/26/15 14:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Naphthalene ND ug/L 10/30/15 23:21 91-20-35.0 1
n-Propylbenzene ND ug/L 10/30/15 23:21 103-65-11.0 1
Styrene ND ug/L 10/30/15 23:21 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 10/30/15 23:21 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 10/30/15 23:21 79-34-51.0 1
Tetrachloroethene ND ug/L 10/30/15 23:21 127-18-41.0 1
Tetrahydrofuran ND ug/L 10/30/15 23:21 109-99-95.0 1
Toluene ND ug/L 10/30/15 23:21 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 10/30/15 23:21 87-61-65.0 1
1,2,4-Trichlorobenzene ND ug/L 10/30/15 23:21 120-82-15.0 1
1,1,1-Trichloroethane ND ug/L 10/30/15 23:21 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 10/30/15 23:21 79-00-51.0 1
Trichloroethene ND ug/L 10/30/15 23:21 79-01-61.0 1
Trichlorofluoromethane ND ug/L 10/30/15 23:21 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 10/30/15 23:21 96-18-41.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 10/30/15 23:21 76-13-15.0 1
1,2,4-Trimethylbenzene ND ug/L 10/30/15 23:21 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 10/30/15 23:21 108-67-81.0 1
Vinyl chloride ND ug/L 10/30/15 23:21 75-01-41.0 1
m&p-Xylene ND ug/L 10/30/15 23:21 179601-23-12.0 1
o-Xylene ND ug/L 10/30/15 23:21 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)89 %10/30/15 23:21 460-00-470-130 1
Dibromofluoromethane (S)99 %10/30/15 23:21 1868-53-770-130 1
Toluene-d8 (S)98 %10/30/15 23:21 2037-26-570-130 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 223 mg/L 11/06/15 14:425.0 1
Alkalinity,Bicarbonate (CaCO3)223 mg/L 11/06/15 14:425.0 1
Alkalinity,Carbonate (CaCO3)ND mg/L 11/06/15 14:425.0 1
Analytical Method: SM 2540C2540C Total Dissolved Solids
Total Dissolved Solids 321 mg/L 11/01/15 11:0310.0 1
Analytical Method: SM 9222B Preparation Method: SM 9222BMBIO 9222B Total Coliform MF
Total Coliforms 1 CFU/100 mL 10/28/15 09:0710/27/15 09:271.0 1
Analytical Method: SM 4500-NO3 HSM4500NO3-H, NO2 + NO3 pres.
Nitrogen, NO2 plus NO3 2.4 mg/L 11/04/15 17:540.10 1
Analytical Method: ASTM D516ASTM D516 Sulfate Water
Sulfate 36.7 mg/L 10/27/15 10:49 14808-79-85.0 2
Analytical Method: SM 4500-Cl ESM4500Cl-E Chloride
Chloride 22.1 mg/L 11/02/15 15:44 16887-00-61.0 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
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Page 37 of 84
AET Project No. 03-05081 Page C163 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Duplicate Lab ID: 10327629008 Collected: 10/26/15 14:20 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: SM 4500-CN-E Preparation Method: SM 4500-CN-ESM4500CN-E Cyanide
Cyanide ND ug/L 11/03/15 22:06 57-12-511/03/15 19:2110.0 1
Analytical Method: SM 4500-P E Preparation Method: SM 4500-P BSM4500P-E, Total Phosphorus
Phosphorus ND mg/L 11/09/15 16:19 7723-14-011/07/15 11:550.050 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
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Minneapolis, MN 55414
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Page 38 of 84
AET Project No. 03-05081 Page C164 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Trip Blank Lab ID: 10327629009 Collected: 10/26/15 00:00 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Acetone ND ug/L 10/30/15 20:04 67-64-120.0 1
Allyl chloride ND ug/L 10/30/15 20:04 107-05-15.0 1
Benzene ND ug/L 10/30/15 20:04 71-43-21.0 1
Bromobenzene ND ug/L 10/30/15 20:04 108-86-11.0 1
Bromochloromethane ND ug/L 10/30/15 20:04 74-97-51.0 1
Bromodichloromethane ND ug/L 10/30/15 20:04 75-27-41.0 1
Bromoform ND ug/L 10/30/15 20:04 75-25-25.0 1
Bromomethane ND ug/L 10/30/15 20:04 74-83-95.0 1
2-Butanone (MEK)ND ug/L 10/30/15 20:04 78-93-320.0 1
n-Butylbenzene ND ug/L 10/30/15 20:04 104-51-81.0 1
sec-Butylbenzene ND ug/L 10/30/15 20:04 135-98-85.0 1
tert-Butylbenzene ND ug/L 10/30/15 20:04 98-06-61.0 1
Carbon tetrachloride ND ug/L 10/30/15 20:04 56-23-51.0 1
Chlorobenzene ND ug/L 10/30/15 20:04 108-90-71.0 1
Chloroethane ND ug/L 10/30/15 20:04 75-00-31.0 1
Chloroform ND ug/L 10/30/15 20:04 67-66-35.0 1
Chloromethane ND ug/L 10/30/15 20:04 74-87-31.0 1
2-Chlorotoluene ND ug/L 10/30/15 20:04 95-49-81.0 1
4-Chlorotoluene ND ug/L 10/30/15 20:04 106-43-41.0 1
1,2-Dibromo-3-chloropropane ND ug/L 10/30/15 20:04 96-12-85.0 1
Dibromochloromethane ND ug/L 10/30/15 20:04 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 10/30/15 20:04 106-93-41.0 1
Dibromomethane ND ug/L 10/30/15 20:04 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 10/30/15 20:04 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 10/30/15 20:04 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 10/30/15 20:04 106-46-71.0 1
Dichlorodifluoromethane ND ug/L 10/30/15 20:04 75-71-81.0 1
1,1-Dichloroethane ND ug/L 10/30/15 20:04 75-34-31.0 1
1,2-Dichloroethane ND ug/L 10/30/15 20:04 107-06-21.0 1
1,1-Dichloroethene ND ug/L 10/30/15 20:04 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 10/30/15 20:04 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 10/30/15 20:04 156-60-51.0 1
Dichlorofluoromethane ND ug/L 10/30/15 20:04 75-43-41.0 1
1,2-Dichloropropane ND ug/L 10/30/15 20:04 78-87-51.0 1
1,3-Dichloropropane ND ug/L 10/30/15 20:04 142-28-91.0 1
2,2-Dichloropropane ND ug/L 10/30/15 20:04 594-20-71.0 1
1,1-Dichloropropene ND ug/L 10/30/15 20:04 563-58-61.0 1
cis-1,3-Dichloropropene ND ug/L 10/30/15 20:04 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 10/30/15 20:04 10061-02-61.0 1
Diethyl ether (Ethyl ether)ND ug/L 10/30/15 20:04 60-29-75.0 1
Ethylbenzene ND ug/L 10/30/15 20:04 100-41-41.0 1
Hexachloro-1,3-butadiene ND ug/L 10/30/15 20:04 87-68-35.0 1
Isopropylbenzene (Cumene)ND ug/L 10/30/15 20:04 98-82-81.0 1
p-Isopropyltoluene ND ug/L 10/30/15 20:04 99-87-61.0 1
Methylene Chloride ND ug/L 10/30/15 20:04 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 10/30/15 20:04 108-10-15.0 1
Methyl-tert-butyl ether ND ug/L 10/30/15 20:04 1634-04-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 39 of 84
AET Project No. 03-05081 Page C165 of 210
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Sample: Trip Blank Lab ID: 10327629009 Collected: 10/26/15 00:00 Received: 10/26/15 18:50 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV
Naphthalene ND ug/L 10/30/15 20:04 91-20-35.0 1
n-Propylbenzene ND ug/L 10/30/15 20:04 103-65-11.0 1
Styrene ND ug/L 10/30/15 20:04 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 10/30/15 20:04 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 10/30/15 20:04 79-34-51.0 1
Tetrachloroethene ND ug/L 10/30/15 20:04 127-18-41.0 1
Tetrahydrofuran ND ug/L 10/30/15 20:04 109-99-95.0 1
Toluene ND ug/L 10/30/15 20:04 108-88-31.0 1
1,2,3-Trichlorobenzene ND ug/L 10/30/15 20:04 87-61-65.0 1
1,2,4-Trichlorobenzene ND ug/L 10/30/15 20:04 120-82-15.0 1
1,1,1-Trichloroethane ND ug/L 10/30/15 20:04 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 10/30/15 20:04 79-00-51.0 1
Trichloroethene ND ug/L 10/30/15 20:04 79-01-61.0 1
Trichlorofluoromethane ND ug/L 10/30/15 20:04 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 10/30/15 20:04 96-18-41.0 1
1,1,2-Trichlorotrifluoroethane ND ug/L 10/30/15 20:04 76-13-15.0 1
1,2,4-Trimethylbenzene ND ug/L 10/30/15 20:04 95-63-61.0 1
1,3,5-Trimethylbenzene ND ug/L 10/30/15 20:04 108-67-81.0 1
Vinyl chloride ND ug/L 10/30/15 20:04 75-01-41.0 1
m&p-Xylene ND ug/L 10/30/15 20:04 179601-23-12.0 1
o-Xylene ND ug/L 10/30/15 20:04 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)89 %10/30/15 20:04 460-00-470-130 1
Dibromofluoromethane (S)100 %10/30/15 20:04 1868-53-770-130 1
Toluene-d8 (S)99 %10/30/15 20:04 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 40 of 84
AET Project No. 03-05081 Page C166 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
ICPM/27319
EPA 6020A
EPA 6020A
6020A Water Dissolved UPD4
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2119789
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Arsenic, Dissolved ug/L ND 0.50 11/05/15 07:50
Beryllium, Dissolved ug/L ND 0.20 11/05/15 07:50
Calcium, Dissolved ug/L ND 40.0 11/05/15 07:50
Copper, Dissolved ug/L ND 1.0 11/05/15 07:50
Iron, Dissolved ug/L ND 50.0 11/05/15 07:50
Lead, Dissolved ug/L ND 0.10 11/05/15 07:50
Magnesium, Dissolved ug/L ND 10.0 11/05/15 07:50
Potassium, Dissolved ug/L ND 50.0 11/05/15 07:50
Sodium, Dissolved ug/L ND 50.0 11/05/15 07:50
Thallium, Dissolved ug/L ND 0.10 11/05/15 07:50
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2119790LABORATORY CONTROL SAMPLE:
LCSSpike
Arsenic, Dissolved ug/L 84.980 106 80-120
Beryllium, Dissolved ug/L 81.580 102 80-120
Calcium, Dissolved ug/L 10901000 109 80-120
Copper, Dissolved ug/L 89.080 111 80-120
Iron, Dissolved ug/L 10601000 106 80-120
Lead, Dissolved ug/L 88.180 110 80-120
Magnesium, Dissolved ug/L 10601000 106 80-120
Potassium, Dissolved ug/L 10501000 105 80-120
Sodium, Dissolved ug/L 10901000 109 80-120
Thallium, Dissolved ug/L 88.680 111 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2126969MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629002
2126970
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Arsenic, Dissolved ug/L 80 104 75-125102 2 2080ND83.7 81.8
Beryllium, Dissolved ug/L 80 100 75-12598 2 2080ND80.2 78.2
Calcium, Dissolved ug/L E,M1100058175-125472 1 201000101000107000 106000
Copper, Dissolved ug/L 80 101 75-12599 2 2080ND81.1 79.5
Iron, Dissolved ug/L 1000 102 75-125101 1 201000ND1030 1020
Lead, Dissolved ug/L 80 103 75-125100 3 2080ND82.8 80.3
Magnesium, Dissolved ug/L E,M1100021275-125184 1 2010003510037200 37000
Potassium, Dissolved ug/L 1000 100 75-12596 1 20100027303730 3690
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 41 of 84
AET Project No. 03-05081 Page C167 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2126969MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629002
2126970
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sodium, Dissolved ug/L 1000 114 75-12582 2 2010001750018600 18300
Thallium, Dissolved ug/L 80 106 75-125104 3 2080ND85.1 83.0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 42 of 84
AET Project No. 03-05081 Page C168 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MERP/15165
EPA 7470A
EPA 7470A
7470A Mercury Water Dissolved
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2122913
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Mercury, Dissolved ug/L ND 0.20 11/03/15 19:39
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2122914LABORATORY CONTROL SAMPLE:
LCSSpike
Mercury, Dissolved ug/L 5.25 104 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2122915MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629001
2122916
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Mercury, Dissolved ug/L 5 107 80-120105 2 205ND5.4 5.2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 43 of 84
AET Project No. 03-05081 Page C169 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MPRP/59160
EPA 3020
EPA 6020A
6020A Water Dissolved UPD4
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2119789
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Arsenic, Dissolved ug/L ND 0.50 11/05/15 07:50
Beryllium, Dissolved ug/L ND 0.20 11/05/15 07:50
Calcium, Dissolved ug/L ND 40.0 11/05/15 07:50
Copper, Dissolved ug/L ND 1.0 11/05/15 07:50
Iron, Dissolved ug/L ND 50.0 11/05/15 07:50
Lead, Dissolved ug/L ND 0.10 11/05/15 07:50
Magnesium, Dissolved ug/L ND 10.0 11/05/15 07:50
Potassium, Dissolved ug/L ND 50.0 11/05/15 07:50
Sodium, Dissolved ug/L ND 50.0 11/05/15 07:50
Thallium, Dissolved ug/L ND 0.10 11/05/15 07:50
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2119790LABORATORY CONTROL SAMPLE:
LCSSpike
Arsenic, Dissolved ug/L 84.980 106 80-120
Beryllium, Dissolved ug/L 81.580 102 80-120
Calcium, Dissolved ug/L 10901000 109 80-120
Copper, Dissolved ug/L 89.080 111 80-120
Iron, Dissolved ug/L 10601000 106 80-120
Lead, Dissolved ug/L 88.180 110 80-120
Magnesium, Dissolved ug/L 10601000 106 80-120
Potassium, Dissolved ug/L 10501000 105 80-120
Sodium, Dissolved ug/L 10901000 109 80-120
Thallium, Dissolved ug/L 88.680 111 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2126969MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629002
2126970
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Arsenic, Dissolved ug/L 80 104 75-125102 2 2080ND83.7 81.8
Beryllium, Dissolved ug/L 80 100 75-12598 2 2080ND80.2 78.2
Calcium, Dissolved ug/L E,M1100058175-125472 1 201000101000107000 106000
Copper, Dissolved ug/L 80 101 75-12599 2 2080ND81.1 79.5
Iron, Dissolved ug/L 1000 102 75-125101 1 201000ND1030 1020
Lead, Dissolved ug/L 80 103 75-125100 3 2080ND82.8 80.3
Magnesium, Dissolved ug/L E,M1100021275-125184 1 2010003510037200 37000
Potassium, Dissolved ug/L 1000 100 75-12596 1 20100027303730 3690
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 44 of 84
AET Project No. 03-05081 Page C170 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2126969MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629002
2126970
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sodium, Dissolved ug/L 1000 114 75-12582 2 2010001750018600 18300
Thallium, Dissolved ug/L 80 106 75-125104 3 2080ND85.1 83.0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 45 of 84
AET Project No. 03-05081 Page C171 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/30950
EPA 8260
EPA 8260
8260 MSV
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008, 10327629009
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1248215
Associated Lab Samples:
Matrix: Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 10/30/15 17:31
1,1,1-Trichloroethane ug/L ND 1.0 10/30/15 17:31
1,1,2,2-Tetrachloroethane ug/L ND 1.0 10/30/15 17:31
1,1,2-Trichloroethane ug/L ND 1.0 10/30/15 17:31
1,1,2-Trichlorotrifluoroethane ug/L ND 5.0 10/30/15 17:31
1,1-Dichloroethane ug/L ND 1.0 10/30/15 17:31
1,1-Dichloroethene ug/L ND 1.0 10/30/15 17:31
1,1-Dichloropropene ug/L ND 1.0 10/30/15 17:31
1,2,3-Trichlorobenzene ug/L ND 5.0 10/30/15 17:31
1,2,3-Trichloropropane ug/L ND 1.0 10/30/15 17:31
1,2,4-Trichlorobenzene ug/L ND 5.0 10/30/15 17:31
1,2,4-Trimethylbenzene ug/L ND 1.0 10/30/15 17:31
1,2-Dibromo-3-chloropropane ug/L ND 5.0 10/30/15 17:31
1,2-Dibromoethane (EDB)ug/L ND 1.0 10/30/15 17:31
1,2-Dichlorobenzene ug/L ND 1.0 10/30/15 17:31
1,2-Dichloroethane ug/L ND 1.0 10/30/15 17:31
1,2-Dichloropropane ug/L ND 1.0 10/30/15 17:31
1,3,5-Trimethylbenzene ug/L ND 1.0 10/30/15 17:31
1,3-Dichlorobenzene ug/L ND 1.0 10/30/15 17:31
1,3-Dichloropropane ug/L ND 1.0 10/30/15 17:31
1,4-Dichlorobenzene ug/L ND 1.0 10/30/15 17:31
2,2-Dichloropropane ug/L ND 1.0 10/30/15 17:31
2-Butanone (MEK)ug/L ND 20.0 10/30/15 17:31
2-Chlorotoluene ug/L ND 1.0 10/30/15 17:31
4-Chlorotoluene ug/L ND 1.0 10/30/15 17:31
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 10/30/15 17:31
Acetone ug/L ND 20.0 10/30/15 17:31
Allyl chloride ug/L ND 5.0 10/30/15 17:31
Benzene ug/L ND 1.0 10/30/15 17:31
Bromobenzene ug/L ND 1.0 10/30/15 17:31
Bromochloromethane ug/L ND 1.0 10/30/15 17:31
Bromodichloromethane ug/L ND 1.0 10/30/15 17:31
Bromoform ug/L ND 1.0 10/30/15 17:31
Bromomethane ug/L ND 5.0 10/30/15 17:31
Carbon tetrachloride ug/L ND 1.0 10/30/15 17:31
Chlorobenzene ug/L ND 1.0 10/30/15 17:31
Chloroethane ug/L ND 1.0 10/30/15 17:31
Chloroform ug/L ND 5.0 10/30/15 17:31
Chloromethane ug/L ND 1.0 10/30/15 17:31
cis-1,2-Dichloroethene ug/L ND 1.0 10/30/15 17:31
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
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Minneapolis, MN 55414
(612)607-1700
Page 46 of 84
AET Project No. 03-05081 Page C172 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1248215
Associated Lab Samples:
Matrix: Water
Analyzed
cis-1,3-Dichloropropene ug/L ND 1.0 10/30/15 17:31
Dibromochloromethane ug/L ND 1.0 10/30/15 17:31
Dibromomethane ug/L ND 1.0 10/30/15 17:31
Dichlorodifluoromethane ug/L ND 1.0 10/30/15 17:31
Dichlorofluoromethane ug/L ND 1.0 10/30/15 17:31
Diethyl ether (Ethyl ether)ug/L ND 5.0 10/30/15 17:31
Ethylbenzene ug/L ND 1.0 10/30/15 17:31
Hexachloro-1,3-butadiene ug/L ND 5.0 10/30/15 17:31
Isopropylbenzene (Cumene)ug/L ND 1.0 10/30/15 17:31
m&p-Xylene ug/L ND 2.0 10/30/15 17:31
Methyl-tert-butyl ether ug/L ND 1.0 10/30/15 17:31
Methylene Chloride ug/L ND 1.0 10/30/15 17:31
n-Butylbenzene ug/L ND 1.0 10/30/15 17:31
n-Propylbenzene ug/L ND 1.0 10/30/15 17:31
Naphthalene ug/L ND 5.0 10/30/15 17:31
o-Xylene ug/L ND 1.0 10/30/15 17:31
p-Isopropyltoluene ug/L ND 1.0 10/30/15 17:31
sec-Butylbenzene ug/L ND 5.0 10/30/15 17:31
Styrene ug/L ND 1.0 10/30/15 17:31
tert-Butylbenzene ug/L ND 1.0 10/30/15 17:31
Tetrachloroethene ug/L ND 1.0 10/30/15 17:31
Tetrahydrofuran ug/L ND 5.0 10/30/15 17:31
Toluene ug/L ND 1.0 10/30/15 17:31
trans-1,2-Dichloroethene ug/L ND 1.0 10/30/15 17:31
trans-1,3-Dichloropropene ug/L ND 1.0 10/30/15 17:31
Trichloroethene ug/L ND 1.0 10/30/15 17:31
Trichlorofluoromethane ug/L ND 1.0 10/30/15 17:31
Vinyl chloride ug/L ND 1.0 10/30/15 17:31
4-Bromofluorobenzene (S)%88 70-130 10/30/15 17:31
Dibromofluoromethane (S)%101 70-130 10/30/15 17:31
Toluene-d8 (S)%97 70-130 10/30/15 17:31
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1248216LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1-Trichloroethane ug/L 57.850 116 70-130
1,1,2,2-Tetrachloroethane ug/L 48.350 97 70-130
1,1,2-Trichloroethane ug/L 48.750 97 70-130
1,1,2-Trichlorotrifluoroethane ug/L 56.450 113 50-150
1,1-Dichloroethane ug/L 56.950 114 70-130
1,1-Dichloroethene ug/L 57.050 114 70-130
1,2,4-Trichlorobenzene ug/L 47.250 94 70-130
1,2-Dibromo-3-chloropropane ug/L 43.550 87 50-150
1,2-Dibromoethane (EDB)ug/L 50.450 101 70-130
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 47 of 84
AET Project No. 03-05081 Page C173 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1248216LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichlorobenzene ug/L 50.050 100 70-130
1,2-Dichloroethane ug/L 56.450 113 70-131
1,2-Dichloropropane ug/L 52.750 105 70-130
1,3-Dichlorobenzene ug/L 49.650 99 70-130
1,4-Dichlorobenzene ug/L 49.550 99 70-130
Benzene ug/L 51.050 102 70-130
Bromodichloromethane ug/L 57.650 115 70-130
Bromoform ug/L 49.750 99 68-130
Bromomethane ug/L 41.650 83 38-137
Carbon tetrachloride ug/L 57.550 115 70-130
Chlorobenzene ug/L 52.050 104 70-130
Chloroethane ug/L 52.150 104 70-136
Chloroform ug/L 57.050 114 70-130
Chloromethane ug/L 39.750 79 48-144
cis-1,2-Dichloroethene ug/L 51.250 102 70-130
cis-1,3-Dichloropropene ug/L 48.050 96 70-130
Dibromochloromethane ug/L 55.850 112 70-130
Dichlorodifluoromethane ug/L 48.750 97 33-157
Ethylbenzene ug/L 57.450 115 70-132
Isopropylbenzene (Cumene)ug/L 52.850 106 70-130
m&p-Xylene ug/L 113100 113 70-131
Methyl-tert-butyl ether ug/L 48.250 96 48-141
Methylene Chloride ug/L 53.550 107 70-130
o-Xylene ug/L 50.150 100 70-131
Styrene ug/L 51.450 103 70-130
Tetrachloroethene ug/L 52.750 105 70-130
Toluene ug/L 52.050 104 70-130
trans-1,2-Dichloroethene ug/L 54.350 109 70-130
trans-1,3-Dichloropropene ug/L 49.150 98 70-130
Trichloroethene ug/L 54.950 110 70-130
Trichlorofluoromethane ug/L 59.650 119 50-150
Vinyl chloride ug/L 55.650 111 65-142
4-Bromofluorobenzene (S)%105 70-130
Dibromofluoromethane (S)%104 70-130
Toluene-d8 (S)%96 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1249735MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629001
1249736
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1-Trichloroethane ug/L 50 121 70-130107 12 2050ND60.4 53.5
1,1,2,2-Tetrachloroethane ug/L 50 107 70-130100 7 2050ND53.4 49.9
1,1,2-Trichloroethane ug/L 50 108 70-130104 3 2050ND54.0 52.1
1,1,2-Trichlorotrifluoroethane ug/L 50 112 50-151100 11 2050ND55.8 50.2
1,1-Dichloroethane ug/L 50 120 70-134109 9 2050ND59.9 54.5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 48 of 84
AET Project No. 03-05081 Page C174 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1249735MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629001
1249736
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1-Dichloroethene ug/L 50 122 70-139107 13 2050ND61.1 53.7
1,2,4-Trichlorobenzene ug/L 50 100 70-13093 8 2050ND50.1 46.3
1,2-Dibromo-3-
chloropropane ug/L 50 99 50-150100 1 2050ND49.5 49.8
1,2-Dibromoethane (EDB) ug/L 50 107 70-130103 3 2050ND53.3 51.7
1,2-Dichlorobenzene ug/L 50 107 70-130100 7 2050ND53.5 50.1
1,2-Dichloroethane ug/L 50 120 70-132107 11 2050ND59.8 53.3
1,2-Dichloropropane ug/L 50 109 70-130107 2 2050ND54.5 53.5
1,3-Dichlorobenzene ug/L 50 107 70-130101 6 2050ND53.3 50.4
1,4-Dichlorobenzene ug/L 50 108 70-13099 9 2050ND54.0 49.3
Benzene ug/L 50 110 70-13096 13 2050ND55.2 48.2
Bromodichloromethane ug/L 50 119 70-132117 2 2050ND59.7 58.4
Bromoform ug/L 50 107 68-130101 6 2050ND53.5 50.3
Bromomethane ug/L 50 86 38-14178 9 2050ND42.8 39.2
Carbon tetrachloride ug/L 50 119 70-130102 15 2050ND59.5 51.0
Chlorobenzene ug/L 50 116 70-130105 10 2050ND58.1 52.7
Chloroethane ug/L 50 103 66-15293 11 2050ND51.7 46.3
Chloroform ug/L 50 120 70-130107 11 2050ND60.0 53.7
Chloromethane ug/L 50 82 44-15171 15 2050ND41.2 35.3
cis-1,2-Dichloroethene ug/L 50 114 70-130103 10 2050ND57.0 51.5
cis-1,3-Dichloropropene ug/L 50 101 70-13099 2 2050ND50.5 49.4
Dibromochloromethane ug/L 50 121 70-130116 4 2050ND60.5 58.0
Dichlorodifluoromethane ug/L 50 84 29-16069 20 2050ND42.1 34.5
Ethylbenzene ug/L 50 124 70-132115 8 2050ND61.9 57.4
Isopropylbenzene (Cumene) ug/L 50 112 70-130104 8 2050ND56.1 52.0
m&p-Xylene ug/L 100 122 70-131112 9 20100ND122 112
Methyl-tert-butyl ether ug/L 50 103 48-14395 9 2050ND51.7 47.3
Methylene Chloride ug/L 50 114 70-130104 9 2050ND56.9 52.1
o-Xylene ug/L 50 108 70-131101 6 2050ND53.9 50.6
Styrene ug/L 50 114 70-130102 11 2050ND56.8 50.9
Tetrachloroethene ug/L 50 116 70-130105 10 2050ND58.2 52.5
Toluene ug/L 50 116 70-130107 8 2050ND58.2 53.7
trans-1,2-Dichloroethene ug/L 50 116 70-132106 9 2050ND57.9 53.0
trans-1,3-Dichloropropene ug/L 50 110 70-130101 9 2050ND54.9 50.4
Trichloroethene ug/L 50 115 70-130107 8 2050ND57.7 53.4
Trichlorofluoromethane ug/L 50 119 50-153102 15 2050ND59.6 51.1
Vinyl chloride ug/L 50 113 60-15597 15 2050ND56.5 48.6
4-Bromofluorobenzene (S) %106 70-130109
Dibromofluoromethane (S) %104 70-13098
Toluene-d8 (S)%99 70-130101
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 49 of 84
AET Project No. 03-05081 Page C175 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
OEXT/31449
EPA 3510C
EPA 8081B
8081B GCS Pesticides
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2121451
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
4,4'-DDD ug/L ND 0.10 10/30/15 00:04
4,4'-DDE ug/L ND 0.10 10/30/15 00:04
4,4'-DDT ug/L ND 0.10 10/30/15 00:04
Aldrin ug/L ND 0.050 10/30/15 00:04
alpha-BHC ug/L ND 0.050 10/30/15 00:04
alpha-Chlordane ug/L ND 0.050 10/30/15 00:04
beta-BHC ug/L ND 0.050 10/30/15 00:04
Chlordane (Technical)ug/L ND 0.50 10/30/15 00:04
delta-BHC ug/L ND 0.050 10/30/15 00:04
Dieldrin ug/L ND 0.10 10/30/15 00:04
Endosulfan I ug/L ND 0.050 10/30/15 00:04
Endosulfan II ug/L ND 0.10 10/30/15 00:04
Endosulfan sulfate ug/L ND 0.10 10/30/15 00:04
Endrin ug/L ND 0.10 10/30/15 00:04
Endrin aldehyde ug/L ND 0.10 10/30/15 00:04
Endrin ketone ug/L ND 0.10 10/30/15 00:04
gamma-BHC (Lindane)ug/L ND 0.050 10/30/15 00:04
gamma-Chlordane ug/L ND 0.050 10/30/15 00:04
Heptachlor ug/L ND 0.050 10/30/15 00:04
Heptachlor epoxide ug/L ND 0.050 10/30/15 00:04
Methoxychlor ug/L ND 0.50 10/30/15 00:04
Toxaphene ug/L ND 1.5 10/30/15 00:04
Decachlorobiphenyl (S)%.84 30-137 10/30/15 00:04
Tetrachloro-m-xylene (S)%.77 59-125 10/30/15 00:04
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2121452LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
2121453
4,4'-DDD ug/L 0.871 87 65-125960.96 9 20
4,4'-DDE ug/L 0.821 82 68-125930.93 13 20
4,4'-DDT ug/L 0.861 86 64-125930.93 8 20
Aldrin ug/L 0.35.5 70 62-125800.40 13 20
alpha-BHC ug/L 0.41.5 81 65-125870.43 7 20
alpha-Chlordane ug/L 0.42.5 84 67-125910.46 9 20
beta-BHC ug/L 0.42.5 84 66-125910.45 7 20
delta-BHC ug/L 0.36.5 72 63-125780.39 8 20
Dieldrin ug/L 0.861 86 70-130920.92 7 20
Endosulfan I ug/L 0.42.5 84 63-125810.41 4 20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 50 of 84
AET Project No. 03-05081 Page C176 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2121452LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
2121453
Endosulfan II ug/L 0.881 88 67-125940.94 6 20
Endosulfan sulfate ug/L 0.961 96 60-1271011.0 6 20
Endrin ug/L 0.871 87 67-125930.93 7 20
Endrin aldehyde ug/L 0.881 88 68-125940.94 6 20
Endrin ketone ug/L 0.901 90 66-125960.96 6 20
gamma-BHC (Lindane)ug/L 0.42.5 83 64-125890.45 7 20
gamma-Chlordane ug/L 0.40.5 79 66-125870.44 10 20
Heptachlor ug/L 0.36.5 73 63-125820.41 12 20
Heptachlor epoxide ug/L 0.42.5 85 64-125910.46 7 20
Methoxychlor ug/L 4.45 89 71-125974.8 9 20
Decachlorobiphenyl (S)%.66 30-13786
Tetrachloro-m-xylene (S)%.79 59-12580
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 51 of 84
AET Project No. 03-05081 Page C177 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
OEXT/31427
WI MOD DRO
WI MOD DRO
WIDRO GCS
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2120036
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
WDRO C10-C28 mg/L ND 0.10 10/31/15 09:05
n-Triacontane (S)%.78 50-150 10/31/15 09:05
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2120037LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
2120038
WDRO C10-C28 mg/L 1.52 76 75-115841.7 10 20
n-Triacontane (S)%.77 50-15080
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 52 of 84
AET Project No. 03-05081 Page C178 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WET/45109
SM 2320B
SM 2320B
2320B Alkalinity
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2128765
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Alkalinity, Total as CaCO3 mg/L ND 5.0 11/06/15 11:43
Alkalinity,Bicarbonate (CaCO3)mg/L ND 5.0 11/06/15 11:43
Alkalinity,Carbonate (CaCO3)mg/L ND 5.0 11/06/15 11:43
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2128766LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
2128767
Alkalinity, Total as CaCO3 mg/L 43.540 109 90-11010843.4 0 30
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2128768MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10328172005
2128769
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 mg/L 40 117 80-120115 0 3040194241 240
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2128770MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629001
2128771
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 mg/L 40 118 80-120114 1 3040303350 348
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 53 of 84
AET Project No. 03-05081 Page C179 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WET/44999
SM 2540C
SM 2540C
2540C Total Dissolved Solids
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2123579
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Total Dissolved Solids mg/L ND 10.0 11/01/15 11:03
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2123580LABORATORY CONTROL SAMPLE:
LCSSpike
Total Dissolved Solids mg/L 10201000 102 80-120
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
10327629001
2123581SAMPLE DUPLICATE:
Total Dissolved Solids mg/L 421 1 10425
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
10327707002
2123582SAMPLE DUPLICATE:
Total Dissolved Solids mg/L 299 3 10307
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 54 of 84
AET Project No. 03-05081 Page C180 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WET/44905
SM 9222B
SM 9222B
9222B MBIO Total Coliforms
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2118618
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Total Coliforms CFU/100 mL <1 1.0 10/28/15 09:03
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 55 of 84
AET Project No. 03-05081 Page C181 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25418
SM 4500-NO3 H
SM 4500-NO3 H
SM4500NO3-H, NO2 + NO3 pres.
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2126210
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Nitrogen, NO2 plus NO3 mg/L ND 0.10 11/04/15 17:34
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2126211LABORATORY CONTROL SAMPLE:
LCSSpike
Nitrogen, NO2 plus NO3 mg/L 2.42.5 95 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2126212MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629001
2126213
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Nitrogen, NO2 plus NO3 mg/L M12.5 125 80-12081 8 302.511.4 14.6 13.4
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2126214MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327745003
2126215
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Nitrogen, NO2 plus NO3 mg/L 2.5 94 80-12097 3 302.50.17 2.5 2.6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 56 of 84
AET Project No. 03-05081 Page C182 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25296
ASTM D516
ASTM D516
ASTM D516 Sulfate Water
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2118633
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Sulfate mg/L ND 2.5 10/27/15 10:36
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2118634LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
2118635
Sulfate mg/L 7.97.5 105 80-1201067.9 1 20
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2118636MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629001
2118637
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfate mg/L 20 90 80-12096 3 302017.1 35.2 36.3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 57 of 84
AET Project No. 03-05081 Page C183 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25384
SM 4500-Cl E
SM 4500-Cl E
SM4500Cl-E Chloride
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2124497
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Chloride mg/L ND 1.0 11/02/15 15:41
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2124498LABORATORY CONTROL SAMPLE:
LCSSpike
Chloride mg/L 15.215 101 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2124499MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629001
2124500
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chloride mg/L M1157280-12078 2 301528.6 39.3 40.3
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2124501MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327916001
2124502
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chloride mg/L M1157980-12079 0 301516.5 28.2 28.4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 58 of 84
AET Project No. 03-05081 Page C184 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25390
SM 4500-CN-E
SM 4500-CN-E
SM4500CN-E Cyanide
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2124771
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Cyanide ug/L ND 10.0 11/03/15 21:33
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2124772LABORATORY CONTROL SAMPLE:
LCSSpike
Cyanide ug/L 245250 98 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2124773MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327395001
2124774
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Cyanide ug/L 250 93 80-12092 0 302509.9J 241 240
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2124775MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629004
2124776
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Cyanide ug/L 250 98 80-12095 4 30250ND251 242
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 59 of 84
AET Project No. 03-05081 Page C185 of 210
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25476
SM 4500-P B
SM 4500-P E
SM4500P-E, Total Phosphorus
Associated Lab Samples:10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 2129522
Associated Lab Samples: 10327629001, 10327629002, 10327629003, 10327629004, 10327629005, 10327629006, 10327629007,
10327629008
Matrix: Water
Analyzed
Phosphorus mg/L ND 0.050 11/09/15 16:02
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2129523LABORATORY CONTROL SAMPLE:
LCSSpike
Phosphorus mg/L 1.01 100 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2129524MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10328098001
2129525
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Phosphorus mg/L 1 100 80-120101 0 3010.087 1.1 1.1
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
2129526MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
10327629005
2129527
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Phosphorus mg/L 1 108 80-120102 6 301ND1.1 1.0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 60 of 84
AET Project No. 03-05081 Page C186 of 210
#=QL#
QUALIFIERS
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - MinneapolisPASI-M
ANALYTE QUALIFIERS
Analyte concentration exceeded the calibration range. The reported result is estimated.E
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 61 of 84
AET Project No. 03-05081 Page C187 of 210
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
10327629001 OEXT/31449 GCSV/17149RMW-5S EPA 3510C EPA 8081B
10327629002 OEXT/31449 GCSV/17149RMW-5d EPA 3510C EPA 8081B
10327629003 OEXT/31449 GCSV/17149MW-B1-001 EPA 3510C EPA 8081B
10327629004 OEXT/31449 GCSV/17149RMW-4S EPA 3510C EPA 8081B
10327629005 OEXT/31449 GCSV/17149RMW-4d EPA 3510C EPA 8081B
10327629006 OEXT/31449 GCSV/17149RMW-3d EPA 3510C EPA 8081B
10327629007 OEXT/31449 GCSV/17149Equip Blank EPA 3510C EPA 8081B
10327629008 OEXT/31449 GCSV/17149DuplicateEPA 3510C EPA 8081B
10327629001 OEXT/31427 GCSV/17155RMW-5S WI MOD DRO WI MOD DRO
10327629002 OEXT/31427 GCSV/17155RMW-5d WI MOD DRO WI MOD DRO
10327629003 OEXT/31427 GCSV/17155MW-B1-001 WI MOD DRO WI MOD DRO
10327629004 OEXT/31427 GCSV/17155RMW-4S WI MOD DRO WI MOD DRO
10327629005 OEXT/31427 GCSV/17155RMW-4d WI MOD DRO WI MOD DRO
10327629006 OEXT/31427 GCSV/17155RMW-3d WI MOD DRO WI MOD DRO
10327629007 OEXT/31427 GCSV/17155Equip Blank WI MOD DRO WI MOD DRO
10327629008 OEXT/31427 GCSV/17155DuplicateWI MOD DRO WI MOD DRO
10327629001 MPRP/59160 ICPM/27319RMW-5S EPA 3020 EPA 6020A
10327629002 MPRP/59160 ICPM/27319RMW-5d EPA 3020 EPA 6020A
10327629003 MPRP/59160 ICPM/27319MW-B1-001 EPA 3020 EPA 6020A
10327629004 MPRP/59160 ICPM/27319RMW-4S EPA 3020 EPA 6020A
10327629005 MPRP/59160 ICPM/27319RMW-4d EPA 3020 EPA 6020A
10327629006 MPRP/59160 ICPM/27319RMW-3d EPA 3020 EPA 6020A
10327629007 MPRP/59160 ICPM/27319Equip Blank EPA 3020 EPA 6020A
10327629008 MPRP/59160 ICPM/27319DuplicateEPA 3020 EPA 6020A
10327629001 MERP/15165 MERC/17746RMW-5S EPA 7470A EPA 7470A
10327629002 MERP/15165 MERC/17746RMW-5d EPA 7470A EPA 7470A
10327629003 MERP/15165 MERC/17746MW-B1-001 EPA 7470A EPA 7470A
10327629004 MERP/15165 MERC/17746RMW-4S EPA 7470A EPA 7470A
10327629005 MERP/15165 MERC/17746RMW-4d EPA 7470A EPA 7470A
10327629006 MERP/15165 MERC/17746RMW-3d EPA 7470A EPA 7470A
10327629007 MERP/15165 MERC/17746Equip Blank EPA 7470A EPA 7470A
10327629008 MERP/15165 MERC/17746DuplicateEPA 7470A EPA 7470A
10327629001 MSV/30950RMW-5S EPA 8260
10327629002 MSV/30950RMW-5d EPA 8260
10327629003 MSV/30950MW-B1-001 EPA 8260
10327629004 MSV/30950RMW-4S EPA 8260
10327629005 MSV/30950RMW-4d EPA 8260
10327629006 MSV/30950RMW-3d EPA 8260
10327629007 MSV/30950Equip Blank EPA 8260
10327629008 MSV/30950DuplicateEPA 8260
10327629009 MSV/30950Trip Blank EPA 8260
10327629001 WET/45109RMW-5S SM 2320B
10327629002 WET/45109RMW-5d SM 2320B
10327629003 WET/45109MW-B1-001 SM 2320B
10327629004 WET/45109RMW-4S SM 2320B
10327629005 WET/45109RMW-4d SM 2320B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 62 of 84
AET Project No. 03-05081 Page C188 of 210
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
10327629006 WET/45109RMW-3d SM 2320B
10327629007 WET/45109Equip Blank SM 2320B
10327629008 WET/45109DuplicateSM 2320B
10327629001 WET/44999RMW-5S SM 2540C
10327629002 WET/44999RMW-5d SM 2540C
10327629003 WET/44999MW-B1-001 SM 2540C
10327629004 WET/44999RMW-4S SM 2540C
10327629005 WET/44999RMW-4d SM 2540C
10327629006 WET/44999RMW-3d SM 2540C
10327629007 WET/44999Equip Blank SM 2540C
10327629008 WET/44999DuplicateSM 2540C
10327629001 WET/44905 WET/44906RMW-5S SM 9222B SM 9222B
10327629002 WET/44905 WET/44906RMW-5d SM 9222B SM 9222B
10327629003 WET/44905 WET/44906MW-B1-001 SM 9222B SM 9222B
10327629004 WET/44905 WET/44906RMW-4S SM 9222B SM 9222B
10327629005 WET/44905 WET/44906RMW-4d SM 9222B SM 9222B
10327629006 WET/44905 WET/44906RMW-3d SM 9222B SM 9222B
10327629007 WET/44905 WET/44906Equip Blank SM 9222B SM 9222B
10327629008 WET/44905 WET/44906DuplicateSM 9222B SM 9222B
10327629001 WETA/25418RMW-5S SM 4500-NO3 H
10327629002 WETA/25418RMW-5d SM 4500-NO3 H
10327629003 WETA/25418MW-B1-001 SM 4500-NO3 H
10327629004 WETA/25418RMW-4S SM 4500-NO3 H
10327629005 WETA/25418RMW-4d SM 4500-NO3 H
10327629006 WETA/25418RMW-3d SM 4500-NO3 H
10327629007 WETA/25418Equip Blank SM 4500-NO3 H
10327629008 WETA/25418DuplicateSM 4500-NO3 H
10327629001 WETA/25296RMW-5S ASTM D516
10327629002 WETA/25296RMW-5d ASTM D516
10327629003 WETA/25296MW-B1-001 ASTM D516
10327629004 WETA/25296RMW-4S ASTM D516
10327629005 WETA/25296RMW-4d ASTM D516
10327629006 WETA/25296RMW-3d ASTM D516
10327629007 WETA/25296Equip Blank ASTM D516
10327629008 WETA/25296DuplicateASTM D516
10327629001 WETA/25384RMW-5S SM 4500-Cl E
10327629002 WETA/25384RMW-5d SM 4500-Cl E
10327629003 WETA/25384MW-B1-001 SM 4500-Cl E
10327629004 WETA/25384RMW-4S SM 4500-Cl E
10327629005 WETA/25384RMW-4d SM 4500-Cl E
10327629006 WETA/25384RMW-3d SM 4500-Cl E
10327629007 WETA/25384Equip Blank SM 4500-Cl E
10327629008 WETA/25384DuplicateSM 4500-Cl E
10327629001 WETA/25390 WETA/25411RMW-5S SM 4500-CN-E SM 4500-CN-E
10327629002 WETA/25390 WETA/25411RMW-5d SM 4500-CN-E SM 4500-CN-E
10327629003 WETA/25390 WETA/25411MW-B1-001 SM 4500-CN-E SM 4500-CN-E
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
Page 63 of 84
AET Project No. 03-05081 Page C189 of 210
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
10327629
03-05081 UMore Groundwater
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
10327629004 WETA/25390 WETA/25411RMW-4S SM 4500-CN-E SM 4500-CN-E
10327629005 WETA/25390 WETA/25411RMW-4d SM 4500-CN-E SM 4500-CN-E
10327629006 WETA/25390 WETA/25411RMW-3d SM 4500-CN-E SM 4500-CN-E
10327629007 WETA/25390 WETA/25411Equip Blank SM 4500-CN-E SM 4500-CN-E
10327629008 WETA/25390 WETA/25411DuplicateSM 4500-CN-E SM 4500-CN-E
10327629001 WETA/25476 WETA/25485RMW-5S SM 4500-P B SM 4500-P E
10327629002 WETA/25476 WETA/25485RMW-5d SM 4500-P B SM 4500-P E
10327629003 WETA/25476 WETA/25485MW-B1-001 SM 4500-P B SM 4500-P E
10327629004 WETA/25476 WETA/25485RMW-4S SM 4500-P B SM 4500-P E
10327629005 WETA/25476 WETA/25485RMW-4d SM 4500-P B SM 4500-P E
10327629006 WETA/25476 WETA/25485RMW-3d SM 4500-P B SM 4500-P E
10327629007 WETA/25476 WETA/25485Equip Blank SM 4500-P B SM 4500-P E
10327629008 WETA/25476 WETA/25485DuplicateSM 4500-P B SM 4500-P E
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 11/12/2015 03:07 PM
Pace Analytical Services, Inc.
1700 Elm Street - Suite 200
Minneapolis, MN 55414
(612)607-1700
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Pace Analytical
RE: Pace - MN
Minneaoplis, MN 55414
1700 Elm Street, Suite 200
Kabor Xiong
Jessica Esser
Project Manager
Enclosed are the analytical results for the samples received by the laboratory on 10/28/2015.
The results in this report apply to the samples analyzed in accordance with the chain of custody
document. These results are in compliance with the 2009 NELAC Standards and the appropriate
agencies listed below, unless otherwise noted in the case narrative. This analytical report should
be reproduced in its entirety.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
November 12, 2015
3269.01DOD ELAP Accreditation (A2LA)03/31/2016DODELAP
E871093Florida Secondary NELAP Accreditation 06/30/2016FDOH
003174Illinois Secondary NELAP Accreditation 04/30/2016ILEPA
E-10384Kansas Secondary NELAP Accreditation 01/31/2016KDHE
04165Louisiana Primary NELAP Accreditation 06/30/2016LELAP
WI004New Jersey Secondary NELAP Accreditation 11/30/2015NJDEP
2014-153Oklahoma Department of Environmental Quality Accreditation 08/31/2016ODEQ
113289110Wisconsin Certification under NR 149 08/31/2016WDNR
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Pa
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Appendix D
MN DNR Water Level Data
Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:RMW-4s
MDH Unique Well Number: 780925
Well Address:UTM Zone 15N: Easting 556525.95, Northing: 191693.16
Measuring Point Height Above
Ground Surface (ft):
Elevation = 946.23' MSL,
Height above ground = 2.375'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of inner casing/riser
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)
Level Troll and Manual
measurements with water level
reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24 hour
time)
Depth to water (feet)
12/11/2014 12:00 59.52
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Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:RMW-5s
MDH Unique Well Number: 786795
Well Address:UTM Zone 15N: Easting 552214.74, Northing: 192381.63
Measuring Point Height Above
Ground Surface (ft):
Elevation = 957.30' MSL,
Height above ground = 2.479'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of inner casing/riser
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)Level Troll and Manual measurements with water level reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24
hour time)
Depth to water (feet)
12/11/2014 12:00 65.10
12/11/2014 13:00 65.10
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12/14/2014 0:00 65.10
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12/15/2014 0:00 65.09
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12/16/2014 0:00 65.11
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12/16/2014 2:00 65.12
12/16/2014 3:00 65.12
12/16/2014 4:00 65.12
12/16/2014 5:00 65.13
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12/16/2014 8:00 65.14
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12/17/2014 0:00 65.15
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12/19/2014 0:00 65.16
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12/20/2014 0:00 65.15
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3/7/2015 9:00 65.68
3/7/2015 10:00 65.68
3/7/2015 11:00 65.68
3/7/2015 12:00 65.68
3/7/2015 13:00 65.68
3/7/2015 14:00 65.69
3/7/2015 15:00 65.69
3/7/2015 16:00 65.69
3/7/2015 17:00 65.69
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3/7/2015 18:00 65.69
3/7/2015 19:00 65.70
3/7/2015 20:00 65.70
3/7/2015 21:00 65.70
3/7/2015 22:00 65.70
3/7/2015 23:00 65.70
3/8/2015 0:00 65.70
3/8/2015 1:00 65.70
3/8/2015 3:00 65.69
3/8/2015 4:00 65.69
3/8/2015 5:00 65.70
3/8/2015 6:00 65.69
3/8/2015 7:00 65.69
3/8/2015 8:00 65.69
3/8/2015 9:00 65.70
3/8/2015 10:00 65.70
3/8/2015 11:00 65.70
3/8/2015 12:00 65.70
3/8/2015 13:00 65.70
3/8/2015 14:00 65.70
3/8/2015 15:00 65.70
3/8/2015 16:00 65.70
3/8/2015 17:00 65.71
3/8/2015 18:00 65.71
3/8/2015 19:00 65.71
3/8/2015 20:00 65.71
3/8/2015 21:00 65.71
3/8/2015 22:00 65.71
3/8/2015 23:00 65.71
3/9/2015 0:00 65.71
3/9/2015 1:00 65.71
3/9/2015 2:00 65.71
3/9/2015 3:00 65.71
3/9/2015 4:00 65.71
3/9/2015 5:00 65.71
3/9/2015 6:00 65.71
3/9/2015 7:00 65.71
3/9/2015 8:00 65.71
3/9/2015 9:00 65.71
3/9/2015 10:00 65.71
3/9/2015 11:00 65.71
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Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:Production Well
MDH Unique Well Number: 795453
Well Address:UTM Zone 15N: Easting 556139.42, Northing: 191014.1
Measuring Point Height Above
Ground Surface (ft):
Elevation = 948.89' MSL,
Height above ground = 1.54'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of of skinny riser outside of casing
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)Manual measurements with water level reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24
hour time)
Depth to water (feet)
1/12/2015 11:42 60.50
2/16/2015 11:30 60.63
3/9/2015 11:52 60.86
AET Project No. 03-05081 Page D63 of 243
Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:RMW-4s
MDH Unique Well Number: 780925
Well Address:UTM Zone 15N: Easting 556525.95, Northing: 191693.16
Measuring Point Height Above
Ground Surface (ft):
Elevation = 946.23' MSL,
Height above ground = 2.375'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of inner casing/riser
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)
Level Troll and Manual
measurements with water level
reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24 hour
time)
Depth to water (feet)
3/9/2015 11:00 -
3/9/2015 12:00 -
3/9/2015 13:00 60.11
3/9/2015 14:00 60.10
3/9/2015 15:00 60.10
3/9/2015 16:00 60.10
3/9/2015 17:00 60.10
3/9/2015 18:00 60.10
3/9/2015 19:00 60.10
3/9/2015 20:00 60.11
3/9/2015 21:00 60.10
3/9/2015 22:00 60.11
3/9/2015 23:00 60.11
3/10/2015 0:00 60.11
3/10/2015 1:00 60.10
3/10/2015 2:00 60.11
3/10/2015 3:00 60.10
3/10/2015 4:00 60.10
3/10/2015 5:00 60.10
3/10/2015 6:00 60.10
3/10/2015 7:00 60.10
3/10/2015 8:00 60.11
3/10/2015 9:00 60.10
3/10/2015 10:00 60.11
3/10/2015 11:00 60.10
3/10/2015 12:00 60.11
3/10/2015 13:00 60.10
3/10/2015 14:00 60.10
3/10/2015 15:00 60.10
3/10/2015 16:00 60.11
3/10/2015 17:00 60.11
3/10/2015 18:00 60.12
3/10/2015 19:00 60.12
3/10/2015 20:00 60.13
3/10/2015 21:00 60.13
3/10/2015 22:00 60.13
3/10/2015 23:00 60.13
3/11/2015 0:00 60.14
3/11/2015 1:00 60.14
3/11/2015 2:00 60.14
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3/11/2015 3:00 60.13
3/11/2015 4:00 60.13
3/11/2015 5:00 60.13
3/11/2015 6:00 60.15
3/11/2015 7:00 60.15
3/11/2015 8:00 60.15
3/11/2015 9:00 60.14
3/11/2015 10:00 60.14
3/11/2015 11:00 60.14
3/11/2015 12:00 60.14
3/11/2015 13:00 60.14
3/11/2015 14:00 60.14
3/11/2015 15:00 60.13
3/11/2015 16:00 60.14
3/11/2015 17:00 60.13
3/11/2015 18:00 60.13
3/11/2015 19:00 60.14
3/11/2015 20:00 60.13
3/11/2015 21:00 60.14
3/11/2015 22:00 60.13
3/11/2015 23:00 60.13
3/12/2015 0:00 60.14
3/12/2015 1:00 60.14
3/12/2015 2:00 60.14
3/12/2015 3:00 60.14
3/12/2015 4:00 60.13
3/12/2015 5:00 60.13
3/12/2015 6:00 60.14
3/12/2015 7:00 60.14
3/12/2015 8:00 60.14
3/12/2015 9:00 60.14
3/12/2015 10:00 60.14
3/12/2015 11:00 60.14
3/12/2015 12:00 60.13
3/12/2015 13:00 60.13
3/12/2015 14:00 60.12
3/12/2015 15:00 60.12
3/12/2015 16:00 60.12
3/12/2015 17:00 60.12
3/12/2015 18:00 60.12
3/12/2015 19:00 60.12
3/12/2015 20:00 60.12
3/12/2015 21:00 60.12
3/12/2015 22:00 60.12
3/12/2015 23:00 60.12
3/13/2015 0:00 60.12
3/13/2015 1:00 60.12
3/13/2015 2:00 60.12
3/13/2015 3:00 60.13
3/13/2015 4:00 60.12
3/13/2015 5:00 60.13
3/13/2015 6:00 60.12
3/13/2015 7:00 60.13
3/13/2015 8:00 60.13
3/13/2015 9:00 60.13
3/13/2015 10:00 60.13
3/13/2015 11:00 60.14
3/13/2015 12:00 60.13
3/13/2015 13:00 60.13
3/13/2015 14:00 60.13
3/13/2015 15:00 60.13
3/13/2015 16:00 60.13
3/13/2015 17:00 60.14
3/13/2015 18:00 60.14
3/13/2015 19:00 60.14
3/13/2015 20:00 60.15
3/13/2015 21:00 60.15
3/13/2015 22:00 60.15
3/13/2015 23:00 60.15
3/14/2015 0:00 60.15
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3/14/2015 1:00 60.15
3/14/2015 2:00 60.15
3/14/2015 3:00 60.15
3/14/2015 4:00 60.15
3/14/2015 5:00 60.15
3/14/2015 6:00 60.15
3/14/2015 7:00 60.15
3/14/2015 8:00 60.15
3/14/2015 9:00 60.16
3/14/2015 10:00 60.16
3/14/2015 11:00 60.15
3/14/2015 12:00 60.16
3/14/2015 13:00 60.15
3/14/2015 14:00 60.14
3/14/2015 15:00 60.14
3/14/2015 16:00 60.14
3/14/2015 17:00 60.14
3/14/2015 18:00 60.14
3/14/2015 19:00 60.15
3/14/2015 20:00 60.15
3/14/2015 21:00 60.15
3/14/2015 22:00 60.15
3/14/2015 23:00 60.15
3/15/2015 0:00 60.15
3/15/2015 1:00 60.14
3/15/2015 2:00 60.14
3/15/2015 3:00 60.14
3/15/2015 4:00 60.15
3/15/2015 5:00 60.13
3/15/2015 6:00 60.13
3/15/2015 7:00 60.13
3/15/2015 8:00 60.12
3/15/2015 9:00 60.13
3/15/2015 10:00 60.12
3/15/2015 11:00 60.13
3/15/2015 12:00 60.13
3/15/2015 13:00 60.12
3/15/2015 14:00 60.12
3/15/2015 15:00 60.13
3/15/2015 16:00 60.12
3/15/2015 17:00 60.13
3/15/2015 18:00 60.13
3/15/2015 19:00 60.13
3/15/2015 20:00 60.14
3/15/2015 21:00 60.15
3/15/2015 22:00 60.15
3/15/2015 23:00 60.15
3/16/2015 0:00 60.15
3/16/2015 1:00 60.14
3/16/2015 2:00 60.14
3/16/2015 3:00 60.14
3/16/2015 4:00 60.15
3/16/2015 5:00 60.13
3/16/2015 6:00 60.13
3/16/2015 7:00 60.14
3/16/2015 8:00 60.13
3/16/2015 9:00 60.13
3/16/2015 10:00 60.12
3/16/2015 11:00 60.14
3/16/2015 12:00 60.15
3/16/2015 13:00 60.15
3/16/2015 14:00 60.16
3/16/2015 15:00 60.15
3/16/2015 16:00 60.16
3/16/2015 17:00 60.17
3/16/2015 18:00 60.17
3/16/2015 19:00 60.17
3/16/2015 20:00 60.18
3/16/2015 21:00 60.18
3/16/2015 22:00 60.19
AET Project No. 03-05081 Page D66 of 243
3/16/2015 23:00 60.19
3/17/2015 0:00 60.19
3/17/2015 1:00 60.19
3/17/2015 2:00 60.19
3/17/2015 3:00 60.19
3/17/2015 4:00 60.19
3/17/2015 5:00 60.19
3/17/2015 6:00 60.19
3/17/2015 7:00 60.19
3/17/2015 8:00 60.19
3/17/2015 9:00 60.19
3/17/2015 10:00 60.20
3/17/2015 11:00 60.19
3/17/2015 12:00 60.19
3/17/2015 13:00 60.18
3/17/2015 14:00 60.17
3/17/2015 15:00 60.17
3/17/2015 16:00 60.17
3/17/2015 17:00 60.17
3/17/2015 18:00 60.17
3/17/2015 19:00 60.17
3/17/2015 20:00 60.17
3/17/2015 21:00 60.17
3/17/2015 22:00 60.17
3/17/2015 23:00 60.17
3/18/2015 0:00 60.17
3/18/2015 1:00 60.17
3/18/2015 2:00 60.18
3/18/2015 3:00 60.18
3/18/2015 4:00 60.18
3/18/2015 5:00 60.18
3/18/2015 6:00 60.18
3/18/2015 7:00 60.17
3/18/2015 8:00 60.18
3/18/2015 9:00 60.18
3/18/2015 10:00 60.18
3/18/2015 11:00 60.18
3/18/2015 12:00 60.18
3/18/2015 13:00 60.18
3/18/2015 14:00 60.18
3/18/2015 15:00 60.16
3/18/2015 16:00 60.17
3/18/2015 17:00 60.17
3/18/2015 18:00 60.17
3/18/2015 19:00 60.17
3/18/2015 20:00 60.17
3/18/2015 21:00 60.18
3/18/2015 22:00 60.17
3/18/2015 23:00 60.18
3/19/2015 0:00 60.18
3/19/2015 1:00 60.18
3/19/2015 2:00 60.18
3/19/2015 3:00 60.18
3/19/2015 4:00 60.18
3/19/2015 5:00 60.18
3/19/2015 6:00 60.17
3/19/2015 7:00 60.17
3/19/2015 8:00 60.18
3/19/2015 9:00 60.17
3/19/2015 10:00 60.18
3/19/2015 11:00 60.18
3/19/2015 12:00 60.17
3/19/2015 13:00 60.18
3/19/2015 14:00 60.17
3/19/2015 15:00 60.16
3/19/2015 16:00 60.16
3/19/2015 17:00 60.16
3/19/2015 18:00 60.16
3/19/2015 19:00 60.16
3/19/2015 20:00 60.16
AET Project No. 03-05081 Page D67 of 243
3/19/2015 21:00 60.16
3/19/2015 22:00 60.16
3/19/2015 23:00 60.16
3/20/2015 0:00 60.16
3/20/2015 1:00 60.16
3/20/2015 2:00 60.17
3/20/2015 3:00 60.17
3/20/2015 4:00 60.17
3/20/2015 5:00 60.17
3/20/2015 6:00 60.17
3/20/2015 7:00 60.18
3/20/2015 8:00 60.18
3/20/2015 9:00 60.18
3/20/2015 10:00 60.19
3/20/2015 11:00 60.19
3/20/2015 12:00 60.18
3/20/2015 13:00 60.18
3/20/2015 14:00 60.17
3/20/2015 15:00 60.17
3/20/2015 16:00 60.16
3/20/2015 17:00 60.16
3/20/2015 18:00 60.16
3/20/2015 19:00 60.16
3/20/2015 20:00 60.16
3/20/2015 21:00 60.18
3/20/2015 22:00 60.19
3/20/2015 23:00 60.20
3/21/2015 0:00 60.20
3/21/2015 1:00 60.20
3/21/2015 2:00 60.20
3/21/2015 3:00 60.21
3/21/2015 4:00 60.20
3/21/2015 5:00 60.21
3/21/2015 6:00 60.21
3/21/2015 7:00 60.21
3/21/2015 8:00 60.21
3/21/2015 9:00 60.21
3/21/2015 10:00 60.21
3/21/2015 11:00 60.22
3/21/2015 12:00 60.21
3/21/2015 13:00 60.20
3/21/2015 14:00 60.21
3/21/2015 15:00 60.20
3/21/2015 16:00 60.20
3/21/2015 17:00 60.20
3/21/2015 18:00 60.20
3/21/2015 19:00 60.19
3/21/2015 20:00 60.20
3/21/2015 21:00 60.20
3/21/2015 22:00 60.21
3/21/2015 23:00 60.21
3/22/2015 0:00 60.21
3/22/2015 1:00 60.21
3/22/2015 2:00 60.21
3/22/2015 3:00 60.21
3/22/2015 4:00 60.21
3/22/2015 5:00 60.21
3/22/2015 6:00 60.21
3/22/2015 7:00 60.21
3/22/2015 8:00 60.21
3/22/2015 9:00 60.22
3/22/2015 10:00 60.22
3/22/2015 11:00 60.21
3/22/2015 12:00 60.21
3/22/2015 13:00 60.21
3/22/2015 14:00 60.21
3/22/2015 15:00 60.20
3/22/2015 16:00 60.19
3/22/2015 17:00 60.20
3/22/2015 18:00 60.21
AET Project No. 03-05081 Page D68 of 243
3/22/2015 19:00 60.20
3/22/2015 20:00 60.22
3/22/2015 21:00 60.21
3/22/2015 22:00 60.21
3/22/2015 23:00 60.22
3/23/2015 0:00 60.21
3/23/2015 1:00 60.22
3/23/2015 2:00 60.21
3/23/2015 3:00 60.21
3/23/2015 4:00 60.21
3/23/2015 5:00 60.21
3/23/2015 6:00 60.21
3/23/2015 7:00 60.21
3/23/2015 8:00 60.22
3/23/2015 9:00 60.22
3/23/2015 10:00 60.22
3/23/2015 11:00 60.21
3/23/2015 12:00 60.22
3/23/2015 13:00 60.22
3/23/2015 14:00 60.22
3/23/2015 15:00 60.21
3/23/2015 16:00 60.21
3/23/2015 17:00 60.21
3/23/2015 18:00 60.21
3/23/2015 19:00 60.21
3/23/2015 20:00 60.21
3/23/2015 21:00 60.21
3/23/2015 22:00 60.22
3/23/2015 23:00 60.21
3/24/2015 0:00 60.21
3/24/2015 1:00 60.21
3/24/2015 2:00 60.21
3/24/2015 3:00 60.21
3/24/2015 4:00 60.21
3/24/2015 5:00 60.21
3/24/2015 6:00 60.21
3/24/2015 7:00 60.21
3/24/2015 8:00 60.21
3/24/2015 9:00 60.20
3/24/2015 10:00 60.21
3/24/2015 11:00 60.22
3/24/2015 12:00 60.21
3/24/2015 13:00 60.20
3/24/2015 14:00 60.20
3/24/2015 15:00 60.20
3/24/2015 16:00 60.19
3/24/2015 17:00 60.19
3/24/2015 18:00 60.19
3/24/2015 19:00 60.19
3/24/2015 20:00 60.19
3/24/2015 21:00 60.19
3/24/2015 22:00 60.18
3/24/2015 23:00 60.19
3/25/2015 0:00 60.19
3/25/2015 1:00 60.18
3/25/2015 2:00 60.19
3/25/2015 3:00 60.18
3/25/2015 4:00 60.18
3/25/2015 5:00 60.18
3/25/2015 6:00 60.18
3/25/2015 7:00 60.18
3/25/2015 8:00 60.19
3/25/2015 9:00 60.19
3/25/2015 10:00 60.19
3/25/2015 11:00 60.20
3/25/2015 12:00 60.20
3/25/2015 13:00 60.21
3/25/2015 14:00 60.21
3/25/2015 15:00 60.21
3/25/2015 16:00 60.22
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3/25/2015 17:00 60.22
3/25/2015 18:00 60.22
3/25/2015 19:00 60.22
3/25/2015 20:00 60.23
3/25/2015 21:00 60.22
3/25/2015 22:00 60.23
3/25/2015 23:00 60.22
3/26/2015 0:00 60.23
3/26/2015 1:00 60.22
3/26/2015 2:00 60.23
3/26/2015 3:00 60.22
3/26/2015 4:00 60.22
3/26/2015 5:00 60.22
3/26/2015 6:00 60.22
3/26/2015 7:00 60.23
3/26/2015 8:00 60.23
3/26/2015 9:00 60.23
3/26/2015 10:00 60.23
3/26/2015 11:00 60.23
3/26/2015 12:00 60.23
3/26/2015 13:00 60.23
3/26/2015 14:00 60.23
3/26/2015 15:00 60.22
3/26/2015 16:00 60.23
3/26/2015 17:00 60.23
3/26/2015 18:00 60.23
3/26/2015 19:00 60.23
3/26/2015 20:00 60.24
3/26/2015 21:00 60.24
3/26/2015 22:00 60.24
3/26/2015 23:00 60.24
3/27/2015 0:00 60.24
3/27/2015 1:00 60.24
3/27/2015 2:00 60.24
3/27/2015 3:00 60.24
3/27/2015 4:00 60.24
3/27/2015 5:00 60.24
3/27/2015 6:00 60.25
3/27/2015 7:00 60.25
3/27/2015 8:00 60.24
3/27/2015 9:00 60.24
3/27/2015 10:00 60.24
3/27/2015 11:00 60.24
3/27/2015 12:00 60.24
3/27/2015 13:00 60.24
3/27/2015 14:00 60.23
3/27/2015 15:00 60.23
3/27/2015 16:00 60.22
3/27/2015 17:00 60.22
3/27/2015 18:00 60.23
3/27/2015 19:00 60.23
3/27/2015 20:00 60.24
3/27/2015 21:00 60.24
3/27/2015 22:00 60.24
3/27/2015 23:00 60.24
3/28/2015 0:00 60.24
3/28/2015 1:00 60.24
3/28/2015 2:00 60.24
3/28/2015 3:00 60.25
3/28/2015 4:00 60.25
3/28/2015 5:00 60.24
3/28/2015 6:00 60.25
3/28/2015 7:00 60.25
3/28/2015 8:00 60.25
3/28/2015 9:00 60.25
3/28/2015 10:00 60.25
3/28/2015 11:00 60.25
3/28/2015 12:00 60.25
3/28/2015 13:00 60.24
3/28/2015 14:00 60.24
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3/28/2015 15:00 60.24
3/28/2015 16:00 60.24
3/28/2015 17:00 60.22
3/28/2015 18:00 60.23
3/28/2015 19:00 60.22
3/28/2015 20:00 60.22
3/28/2015 21:00 60.22
3/28/2015 22:00 60.21
3/28/2015 23:00 60.21
3/29/2015 0:00 60.21
3/29/2015 1:00 60.21
3/29/2015 2:00 60.20
3/29/2015 3:00 60.20
3/29/2015 4:00 60.19
3/29/2015 5:00 60.20
3/29/2015 6:00 60.18
3/29/2015 7:00 60.18
3/29/2015 8:00 60.18
3/29/2015 9:00 60.18
3/29/2015 10:00 60.18
3/29/2015 11:00 60.17
3/29/2015 12:00 60.19
3/29/2015 13:00 60.21
3/29/2015 14:00 60.21
3/29/2015 15:00 60.21
3/29/2015 16:00 60.23
3/29/2015 17:00 60.23
3/29/2015 18:00 60.23
3/29/2015 19:00 60.24
3/29/2015 20:00 60.26
3/29/2015 21:00 60.26
3/29/2015 22:00 60.26
3/29/2015 23:00 60.26
3/30/2015 0:00 60.25
3/30/2015 1:00 60.25
3/30/2015 2:00 60.25
3/30/2015 3:00 60.25
3/30/2015 4:00 60.25
3/30/2015 5:00 60.25
3/30/2015 6:00 60.25
3/30/2015 7:00 60.25
3/30/2015 8:00 60.25
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3/30/2015 10:00 60.25
3/30/2015 11:00 60.25
3/30/2015 12:00 60.25
3/30/2015 13:00 60.25
3/30/2015 14:00 60.24
3/30/2015 15:00 60.24
3/30/2015 16:00 60.22
3/30/2015 17:00 60.22
3/30/2015 18:00 60.22
3/30/2015 19:00 60.23
3/30/2015 20:00 60.24
3/30/2015 21:00 60.25
3/30/2015 22:00 60.26
3/30/2015 23:00 60.26
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Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:RMW-5s
MDH Unique Well Number: 786795
Well Address:UTM Zone 15N: Easting 552214.74, Northing: 192381.63
Measuring Point Height Above
Ground Surface (ft):
Elevation = 957.30' MSL,
Height above ground = 2.479'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of inner casing/riser
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)Level Troll and Manual measurements with water level reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24
hour time)
Depth to water (feet)
3/9/2015 12:00 -
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6/16/2015 22:00 66.51
6/16/2015 23:00 66.52
6/17/2015 0:00 66.52
6/17/2015 1:00 66.51
6/17/2015 2:00 66.51
6/17/2015 3:00 66.51
6/17/2015 4:00 66.51
6/17/2015 5:00 66.52
6/17/2015 6:00 66.52
6/17/2015 7:00 66.52
6/17/2015 8:00 66.52
6/17/2015 9:00 66.52
6/17/2015 10:00 66.52
6/17/2015 11:00 66.52
6/17/2015 12:00 66.53
6/17/2015 13:00 66.52
6/17/2015 14:00 66.52
6/17/2015 15:00 66.52
6/17/2015 16:00 66.52
6/17/2015 17:00 66.52
6/17/2015 18:00 66.52
6/17/2015 19:00 66.52
6/17/2015 20:00 66.52
6/17/2015 21:00 66.52
6/17/2015 22:00 66.52
6/17/2015 23:00 66.53
6/18/2015 0:00 66.53
6/18/2015 1:00 66.53
6/18/2015 2:00 66.53
6/18/2015 3:00 66.53
6/18/2015 4:00 66.53
6/18/2015 5:00 66.53
6/18/2015 6:00 66.53
6/18/2015 7:00 66.54
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6/18/2015 9:00 66.54
6/18/2015 10:00 66.54
6/18/2015 11:00 66.54
6/18/2015 12:00 66.54
6/18/2015 13:00 66.54
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Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:Production Well
MDH Unique Well Number: 795453
Well Address:UTM Zone 15N: Easting 556139.42, Northing: 191014.1
Measuring Point Height Above
Ground Surface (ft):
Elevation = 948.89' MSL,
Height above ground = 1.54'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of of skinny riser outside of casing
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)Manual measurements with water level reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24
hour time)
Depth to water (feet)
3/9/2015 11:52 60.86
4/16/2015 13:45 61.65
5/22/2015 10:40 61.57
6/18/2015 12:20 62.60
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Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:RMW-4s
MDH Unique Well Number: 780925
Well Address:UTM Zone 15N: Easting 556525.95, Northing: 191693.16
Measuring Point Height Above
Ground Surface (ft):
Elevation = 946.23' MSL,
Height above ground = 2.375'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of inner casing/riser
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)
Level Troll and Manual
measurements with water level
reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24 hour
time)
Depth to water (feet)
6/18/2015 13:00 60.87
6/18/2015 14:00 60.87
6/18/2015 15:00 60.87
6/18/2015 16:00 60.88
6/18/2015 17:00 60.87
6/18/2015 18:00 60.88
6/18/2015 19:00 60.88
6/18/2015 20:00 60.87
6/18/2015 21:00 60.88
6/18/2015 22:00 60.88
6/18/2015 23:00 60.88
6/19/2015 0:00 60.88
6/19/2015 1:00 60.88
6/19/2015 2:00 60.88
6/19/2015 3:00 60.88
6/19/2015 4:00 60.88
6/19/2015 5:00 60.88
6/19/2015 6:00 60.87
6/19/2015 7:00 60.88
6/19/2015 8:00 60.87
6/19/2015 9:00 60.88
6/19/2015 10:00 60.87
6/19/2015 11:00 60.87
6/19/2015 12:00 60.87
6/19/2015 13:00 60.86
6/19/2015 14:00 60.87
6/19/2015 15:00 60.88
6/19/2015 16:00 60.88
6/19/2015 17:00 60.88
6/19/2015 18:00 60.89
6/19/2015 19:00 60.90
6/19/2015 20:00 60.90
6/19/2015 21:00 60.90
6/19/2015 22:00 60.90
6/19/2015 23:00 60.92
6/20/2015 0:00 60.91
6/20/2015 1:00 60.91
6/20/2015 2:00 60.91
6/20/2015 3:00 60.91
6/20/2015 4:00 60.90
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6/20/2015 5:00 60.90
6/20/2015 6:00 60.91
6/20/2015 7:00 60.89
6/20/2015 8:00 60.90
6/20/2015 9:00 60.89
6/20/2015 10:00 60.89
6/20/2015 11:00 60.89
6/20/2015 12:00 60.89
6/20/2015 13:00 60.90
6/20/2015 14:00 60.90
6/20/2015 15:00 60.90
6/20/2015 16:00 60.90
6/20/2015 17:00 60.90
6/20/2015 18:00 60.90
6/20/2015 19:00 60.90
6/20/2015 20:00 60.89
6/20/2015 21:00 60.90
6/20/2015 22:00 60.91
6/20/2015 23:00 60.90
6/21/2015 0:00 60.89
6/21/2015 1:00 60.90
6/21/2015 2:00 60.90
6/21/2015 3:00 60.90
6/21/2015 4:00 60.90
6/21/2015 5:00 60.90
6/21/2015 6:00 60.91
6/21/2015 7:00 60.91
6/21/2015 8:00 60.90
6/21/2015 9:00 60.91
6/21/2015 10:00 60.90
6/21/2015 11:00 60.90
6/21/2015 12:00 60.90
6/21/2015 13:00 60.89
6/21/2015 14:00 60.89
6/21/2015 15:00 60.89
6/21/2015 16:00 60.89
6/21/2015 17:00 60.89
6/21/2015 18:00 60.89
6/21/2015 19:00 60.89
6/21/2015 20:00 60.89
6/21/2015 21:00 60.90
6/21/2015 22:00 60.89
6/21/2015 23:00 60.89
6/22/2015 0:00 60.90
6/22/2015 1:00 60.88
6/22/2015 2:00 60.89
6/22/2015 3:00 60.88
6/22/2015 4:00 60.88
6/22/2015 5:00 60.86
6/22/2015 6:00 60.86
6/22/2015 7:00 60.89
6/22/2015 8:00 60.89
6/22/2015 9:00 60.92
6/22/2015 10:00 60.88
6/22/2015 11:00 60.93
6/22/2015 12:00 60.94
6/22/2015 13:00 60.94
6/22/2015 14:00 60.94
6/22/2015 15:00 60.94
6/22/2015 16:00 60.94
6/22/2015 17:00 60.96
6/22/2015 18:00 60.96
6/22/2015 19:00 60.97
6/22/2015 20:00 60.97
6/22/2015 21:00 60.98
6/22/2015 22:00 60.98
6/22/2015 23:00 60.98
6/23/2015 0:00 60.98
6/23/2015 1:00 60.98
6/23/2015 2:00 60.98
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6/23/2015 3:00 60.97
6/23/2015 4:00 60.97
6/23/2015 5:00 60.97
6/23/2015 6:00 60.97
6/23/2015 7:00 60.98
6/23/2015 8:00 60.98
6/23/2015 9:00 60.98
6/23/2015 10:00 60.99
6/23/2015 11:00 61.00
6/23/2015 12:00 60.99
6/23/2015 13:00 60.99
6/23/2015 14:00 60.98
6/23/2015 15:00 60.99
6/23/2015 16:00 60.98
6/23/2015 17:00 60.97
6/23/2015 18:00 60.97
6/23/2015 19:00 60.97
6/23/2015 20:00 60.98
6/23/2015 21:00 60.97
6/23/2015 22:00 60.97
6/23/2015 23:00 60.96
6/24/2015 0:00 60.96
6/24/2015 1:00 60.96
6/24/2015 2:00 60.96
6/24/2015 3:00 60.95
6/24/2015 4:00 60.95
6/24/2015 5:00 60.95
6/24/2015 6:00 60.95
6/24/2015 7:00 60.96
6/24/2015 8:00 60.97
6/24/2015 9:00 60.98
6/24/2015 10:00 60.98
6/24/2015 11:00 60.99
6/24/2015 12:00 61.00
6/24/2015 13:00 60.99
6/24/2015 14:00 60.99
6/24/2015 15:00 60.99
6/24/2015 16:00 61.00
6/24/2015 17:00 61.01
6/24/2015 18:00 61.01
6/24/2015 19:00 61.01
6/24/2015 20:00 60.99
6/24/2015 21:00 61.00
6/24/2015 22:00 61.00
6/24/2015 23:00 60.99
6/25/2015 0:00 60.99
6/25/2015 1:00 60.99
6/25/2015 2:00 60.98
6/25/2015 3:00 60.98
6/25/2015 4:00 60.98
6/25/2015 5:00 60.98
6/25/2015 6:00 60.99
6/25/2015 7:00 61.00
6/25/2015 8:00 61.01
6/25/2015 9:00 61.01
6/25/2015 10:00 61.00
6/25/2015 11:00 61.00
6/25/2015 12:00 61.00
6/25/2015 13:00 61.00
6/25/2015 14:00 61.00
6/25/2015 15:00 61.01
6/25/2015 16:00 61.00
6/25/2015 17:00 61.00
6/25/2015 18:00 61.00
6/25/2015 19:00 61.00
6/25/2015 20:00 61.01
6/25/2015 21:00 61.00
6/25/2015 22:00 61.00
6/25/2015 23:00 60.99
6/26/2015 0:00 60.99
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6/26/2015 1:00 60.99
6/26/2015 2:00 60.99
6/26/2015 3:00 60.98
6/26/2015 4:00 60.98
6/26/2015 5:00 60.99
6/26/2015 6:00 60.99
6/26/2015 7:00 60.99
6/26/2015 8:00 60.99
6/26/2015 9:00 60.99
6/26/2015 10:00 60.98
6/26/2015 11:00 60.99
6/26/2015 12:00 60.99
6/26/2015 13:00 60.99
6/26/2015 14:00 60.98
6/26/2015 15:00 60.98
6/26/2015 16:00 60.97
6/26/2015 17:00 60.98
6/26/2015 18:00 60.98
6/26/2015 19:00 60.98
6/26/2015 20:00 60.99
6/26/2015 21:00 60.98
6/26/2015 22:00 60.98
6/26/2015 23:00 60.98
6/27/2015 0:00 60.97
6/27/2015 1:00 60.97
6/27/2015 2:00 60.97
6/27/2015 3:00 60.97
6/27/2015 4:00 60.96
6/27/2015 5:00 60.97
6/27/2015 6:00 60.97
6/27/2015 7:00 60.96
6/27/2015 8:00 60.96
6/27/2015 9:00 60.97
6/27/2015 10:00 60.96
6/27/2015 11:00 60.96
6/27/2015 12:00 60.96
6/27/2015 13:00 60.95
6/27/2015 14:00 60.95
6/27/2015 15:00 60.94
6/27/2015 16:00 60.93
6/27/2015 17:00 60.94
6/27/2015 18:00 60.93
6/27/2015 19:00 60.93
6/27/2015 20:00 60.93
6/27/2015 21:00 60.92
6/27/2015 22:00 60.93
6/27/2015 23:00 60.92
6/28/2015 0:00 60.92
6/28/2015 1:00 60.92
6/28/2015 2:00 60.91
6/28/2015 3:00 60.92
6/28/2015 4:00 60.91
6/28/2015 5:00 60.90
6/28/2015 6:00 60.91
6/28/2015 7:00 60.91
6/28/2015 8:00 60.91
6/28/2015 9:00 60.91
6/28/2015 10:00 60.91
6/28/2015 11:00 60.91
6/28/2015 12:00 60.90
6/28/2015 13:00 60.91
6/28/2015 14:00 60.91
6/28/2015 15:00 60.91
6/28/2015 16:00 60.91
6/28/2015 17:00 60.91
6/28/2015 18:00 60.90
6/28/2015 19:00 60.91
6/28/2015 20:00 60.90
6/28/2015 21:00 60.91
6/28/2015 22:00 60.91
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6/28/2015 23:00 60.91
6/29/2015 0:00 60.90
6/29/2015 1:00 60.90
6/29/2015 2:00 60.91
6/29/2015 3:00 60.90
6/29/2015 4:00 60.90
6/29/2015 5:00 60.90
6/29/2015 6:00 60.90
6/29/2015 7:00 60.91
6/29/2015 8:00 60.91
6/29/2015 9:00 60.91
6/29/2015 10:00 60.90
6/29/2015 11:00 60.90
6/29/2015 12:00 60.90
6/29/2015 13:00 60.90
6/29/2015 14:00 60.90
6/29/2015 15:00 60.89
6/29/2015 16:00 60.90
6/29/2015 17:00 60.89
6/29/2015 18:00 60.89
6/29/2015 19:00 60.90
6/29/2015 20:00 60.89
6/29/2015 21:00 60.90
6/29/2015 22:00 60.90
6/29/2015 23:00 60.90
6/30/2015 0:00 60.91
6/30/2015 1:00 60.91
6/30/2015 2:00 60.91
6/30/2015 3:00 60.91
6/30/2015 4:00 60.91
6/30/2015 5:00 60.92
6/30/2015 6:00 60.92
6/30/2015 7:00 60.92
6/30/2015 8:00 60.92
6/30/2015 9:00 60.92
6/30/2015 10:00 60.92
6/30/2015 11:00 60.92
6/30/2015 12:00 60.92
6/30/2015 13:00 60.92
6/30/2015 14:00 60.91
6/30/2015 15:00 60.91
6/30/2015 16:00 60.91
6/30/2015 17:00 60.91
6/30/2015 18:00 60.91
6/30/2015 19:00 60.92
6/30/2015 20:00 60.93
6/30/2015 21:00 60.94
6/30/2015 22:00 60.96
6/30/2015 23:00 60.96
7/1/2015 0:00 60.98
7/1/2015 1:00 60.97
7/1/2015 2:00 60.97
7/1/2015 3:00 60.96
7/1/2015 4:00 60.97
7/1/2015 5:00 60.96
7/1/2015 6:00 60.97
7/1/2015 7:00 60.98
7/1/2015 8:00 60.98
7/1/2015 9:00 61.00
7/1/2015 10:00 61.00
7/1/2015 11:00 61.00
7/1/2015 12:00 61.01
7/1/2015 13:00 61.00
7/1/2015 14:00 61.01
7/1/2015 15:00 61.00
7/1/2015 16:00 61.00
7/1/2015 17:00 60.99
7/1/2015 18:00 60.99
7/1/2015 19:00 60.99
7/1/2015 20:00 60.99
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7/1/2015 21:00 60.99
7/1/2015 22:00 60.99
7/1/2015 23:00 60.98
7/2/2015 0:00 60.98
7/2/2015 1:00 60.97
7/2/2015 2:00 60.98
7/2/2015 3:00 60.98
7/2/2015 4:00 60.97
7/2/2015 5:00 60.98
7/2/2015 6:00 60.98
7/2/2015 7:00 60.98
7/2/2015 8:00 60.98
7/2/2015 9:00 60.99
7/2/2015 10:00 61.00
7/2/2015 11:00 61.01
7/2/2015 12:00 61.01
7/2/2015 13:00 61.01
7/2/2015 14:00 61.02
7/2/2015 15:00 61.03
7/2/2015 16:00 61.02
7/2/2015 17:00 61.02
7/2/2015 18:00 61.02
7/2/2015 19:00 61.01
7/2/2015 20:00 61.01
7/2/2015 21:00 61.01
7/2/2015 22:00 61.01
7/2/2015 23:00 61.01
7/3/2015 0:00 61.00
7/3/2015 1:00 61.00
7/3/2015 2:00 61.00
7/3/2015 3:00 61.00
7/3/2015 4:00 61.00
7/3/2015 5:00 60.99
7/3/2015 6:00 60.99
7/3/2015 7:00 60.99
7/3/2015 8:00 60.99
7/3/2015 9:00 60.99
7/3/2015 10:00 60.99
7/3/2015 11:00 60.98
7/3/2015 12:00 60.99
7/3/2015 13:00 60.98
7/3/2015 14:00 60.98
7/3/2015 15:00 60.97
7/3/2015 16:00 60.98
7/3/2015 17:00 60.97
7/3/2015 18:00 60.97
7/3/2015 19:00 60.97
7/3/2015 20:00 60.98
7/3/2015 21:00 60.97
7/3/2015 22:00 60.97
7/3/2015 23:00 60.97
7/4/2015 0:00 60.98
7/4/2015 1:00 60.98
7/4/2015 2:00 60.97
7/4/2015 3:00 60.97
7/4/2015 4:00 60.98
7/4/2015 5:00 60.97
7/4/2015 6:00 60.97
7/4/2015 7:00 60.97
7/4/2015 8:00 60.97
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7/4/2015 14:00 60.97
7/4/2015 15:00 60.97
7/4/2015 16:00 60.97
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7/4/2015 19:00 60.96
7/4/2015 20:00 60.96
7/4/2015 21:00 60.96
7/4/2015 22:00 60.97
7/4/2015 23:00 60.97
7/5/2015 0:00 60.97
7/5/2015 1:00 60.97
7/5/2015 2:00 60.96
7/5/2015 3:00 60.97
7/5/2015 4:00 60.97
7/5/2015 5:00 60.96
7/5/2015 6:00 60.97
7/5/2015 7:00 60.97
7/5/2015 8:00 60.97
7/5/2015 9:00 60.96
7/5/2015 10:00 60.96
7/5/2015 11:00 60.95
7/5/2015 12:00 60.95
7/5/2015 13:00 60.95
7/5/2015 14:00 60.96
7/5/2015 15:00 60.95
7/5/2015 16:00 60.95
7/5/2015 17:00 60.95
7/5/2015 18:00 60.95
7/5/2015 19:00 60.95
7/5/2015 20:00 60.95
7/5/2015 21:00 60.94
7/5/2015 22:00 60.94
7/5/2015 23:00 60.95
7/6/2015 0:00 60.95
7/6/2015 1:00 60.95
7/6/2015 2:00 60.94
7/6/2015 3:00 60.93
7/6/2015 4:00 60.94
7/6/2015 5:00 60.95
7/6/2015 6:00 60.95
7/6/2015 7:00 60.92
7/6/2015 8:00 60.93
7/6/2015 9:00 60.93
7/6/2015 10:00 60.96
7/6/2015 11:00 60.94
7/6/2015 12:00 60.92
7/6/2015 13:00 60.90
7/6/2015 14:00 60.89
7/6/2015 15:00 60.87
7/6/2015 16:00 60.85
7/6/2015 17:00 60.84
7/6/2015 18:00 60.82
7/6/2015 19:00 60.80
7/6/2015 20:00 60.79
7/6/2015 21:00 60.77
7/6/2015 22:00 60.77
7/6/2015 23:00 60.75
7/7/2015 0:00 60.75
7/7/2015 1:00 60.74
7/7/2015 2:00 60.74
7/7/2015 3:00 60.74
7/7/2015 4:00 60.74
7/7/2015 5:00 60.74
7/7/2015 6:00 60.74
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7/7/2015 8:00 60.73
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7/7/2015 12:00 60.73
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7/7/2015 17:00 60.73
7/7/2015 18:00 60.73
7/7/2015 19:00 60.72
7/7/2015 20:00 60.73
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7/7/2015 22:00 60.74
7/7/2015 23:00 60.73
7/8/2015 0:00 60.73
7/8/2015 1:00 60.73
7/8/2015 2:00 60.73
7/8/2015 3:00 60.73
7/8/2015 4:00 60.73
7/8/2015 5:00 60.72
7/8/2015 6:00 60.72
7/8/2015 7:00 60.73
7/8/2015 8:00 60.73
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7/8/2015 10:00 60.72
7/8/2015 11:00 60.72
7/8/2015 12:00 60.72
7/8/2015 13:00 60.72
7/8/2015 14:00 60.71
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7/8/2015 19:00 60.72
7/8/2015 20:00 60.71
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7/8/2015 22:00 60.72
7/8/2015 23:00 60.71
7/9/2015 0:00 60.72
7/9/2015 1:00 60.71
7/9/2015 2:00 60.72
7/9/2015 3:00 60.72
7/9/2015 4:00 60.72
7/9/2015 5:00 60.72
7/9/2015 6:00 60.72
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7/10/2015 0:00 60.73
7/10/2015 1:00 60.73
7/10/2015 2:00 60.73
7/10/2015 3:00 60.73
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7/10/2015 5:00 60.73
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9/1/2015 21:00 60.64
9/1/2015 22:00 60.64
9/1/2015 23:00 60.64
9/2/2015 0:00 60.64
9/2/2015 1:00 60.63
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9/2/2015 20:00 60.65
9/2/2015 21:00 60.66
9/2/2015 22:00 60.68
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9/3/2015 0:00 60.67
9/3/2015 1:00 60.68
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9/3/2015 3:00 60.67
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9/3/2015 21:00 60.70
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9/4/2015 0:00 60.70
9/4/2015 1:00 60.69
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9/4/2015 19:00 60.67
9/4/2015 20:00 60.67
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9/4/2015 22:00 60.68
9/4/2015 23:00 60.67
9/5/2015 0:00 60.67
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9/5/2015 3:00 60.66
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9/5/2015 20:00 60.64
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9/6/2015 0:00 60.64
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9/7/2015 20:00 60.63
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9/8/2015 0:00 60.64
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9/8/2015 2:00 60.63
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9/8/2015 5:00 60.63
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9/8/2015 19:00 60.70
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9/9/2015 0:00 60.70
9/9/2015 1:00 60.69
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9/9/2015 9:00 60.71
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9/10/2015 0:00 60.74
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9/11/2015 0:00 60.75
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9/12/2015 0:00 60.76
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9/13/2015 0:00 60.72
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9/13/2015 13:00 60.70
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9/13/2015 16:00 60.69
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9/13/2015 21:00 60.70
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9/14/2015 0:00 60.70
9/14/2015 1:00 60.69
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9/15/2015 0:00 60.81
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Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:RMW-5s
MDH Unique Well Number: 786795
Well Address:UTM Zone 15N: Easting 552214.74, Northing: 192381.63
Measuring Point Height Above
Ground Surface (ft):
Elevation = 957.30' MSL,
Height above ground = 2.479'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of inner casing/riser
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)Level Troll and Manual measurements with water level reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24
hour time)
Depth to water (feet)
6/18/2015 14:00 66.54
6/18/2015 15:00 66.54
6/18/2015 16:00 66.54
6/18/2015 17:00 66.53
6/18/2015 18:00 66.53
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6/18/2015 20:00 66.54
6/18/2015 21:00 66.54
6/18/2015 22:00 66.54
6/18/2015 23:00 66.54
6/19/2015 0:00 66.54
6/19/2015 1:00 66.54
6/19/2015 2:00 66.54
6/19/2015 3:00 66.54
6/19/2015 4:00 66.54
6/19/2015 5:00 66.55
6/19/2015 6:00 66.55
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6/19/2015 9:00 66.55
6/19/2015 10:00 66.55
6/19/2015 11:00 66.55
6/19/2015 12:00 66.55
6/19/2015 13:00 66.54
6/19/2015 14:00 66.55
6/19/2015 15:00 66.55
6/19/2015 16:00 66.55
6/19/2015 17:00 66.54
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6/19/2015 19:00 66.55
6/19/2015 20:00 66.54
6/19/2015 21:00 66.54
6/19/2015 22:00 66.54
6/19/2015 23:00 66.55
6/20/2015 0:00 66.55
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6/20/2015 2:00 66.55
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6/20/2015 5:00 66.55
6/20/2015 6:00 66.55
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6/20/2015 10:00 66.54
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6/20/2015 13:00 66.56
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6/20/2015 20:00 66.56
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6/21/2015 0:00 66.56
6/21/2015 1:00 66.56
6/21/2015 2:00 66.57
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6/21/2015 20:00 66.57
6/21/2015 21:00 66.58
6/21/2015 22:00 66.58
6/21/2015 23:00 66.58
6/22/2015 0:00 66.58
6/22/2015 1:00 66.58
6/22/2015 2:00 66.58
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6/22/2015 4:00 66.58
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6/22/2015 15:00 66.59
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6/22/2015 19:00 66.59
6/22/2015 20:00 66.59
6/22/2015 21:00 66.59
6/22/2015 22:00 66.59
6/22/2015 23:00 66.59
6/23/2015 0:00 66.60
6/23/2015 1:00 66.59
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6/23/2015 2:00 66.59
6/23/2015 3:00 66.60
6/23/2015 4:00 66.60
6/23/2015 5:00 66.60
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6/23/2015 20:00 66.58
6/23/2015 21:00 66.58
6/23/2015 22:00 66.58
6/23/2015 23:00 66.58
6/24/2015 0:00 66.58
6/24/2015 1:00 66.58
6/24/2015 2:00 66.58
6/24/2015 3:00 66.57
6/24/2015 4:00 66.57
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6/25/2015 0:00 66.56
6/25/2015 1:00 66.55
6/25/2015 2:00 66.55
6/25/2015 3:00 66.55
6/25/2015 4:00 66.56
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6/25/2015 23:00 66.56
6/26/2015 0:00 66.56
6/26/2015 1:00 66.55
6/26/2015 2:00 66.55
6/26/2015 3:00 66.56
6/26/2015 4:00 66.55
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6/26/2015 16:00 66.56
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6/26/2015 18:00 66.56
6/26/2015 19:00 66.56
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6/26/2015 21:00 66.56
6/26/2015 22:00 66.57
6/26/2015 23:00 66.56
6/27/2015 0:00 66.56
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6/28/2015 0:00 66.54
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6/28/2015 4:00 66.53
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6/29/2015 23:00 66.54
6/30/2015 0:00 66.54
6/30/2015 1:00 66.54
6/30/2015 2:00 66.54
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6/30/2015 4:00 66.54
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6/30/2015 23:00 66.55
7/1/2015 0:00 66.54
7/1/2015 1:00 66.54
7/1/2015 2:00 66.55
7/1/2015 3:00 66.54
7/1/2015 4:00 66.54
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7/1/2015 22:00 66.55
7/1/2015 23:00 66.54
7/2/2015 0:00 66.54
7/2/2015 1:00 66.54
7/2/2015 2:00 66.54
7/2/2015 3:00 66.54
7/2/2015 4:00 66.54
7/2/2015 5:00 66.55
7/2/2015 6:00 66.55
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7/2/2015 10:00 66.55
7/2/2015 11:00 66.55
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7/2/2015 17:00 66.54
7/2/2015 18:00 66.54
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7/2/2015 20:00 66.54
7/2/2015 21:00 66.54
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7/2/2015 23:00 66.54
7/3/2015 0:00 66.54
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7/3/2015 2:00 66.54
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7/3/2015 4:00 66.54
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7/3/2015 20:00 66.55
7/3/2015 21:00 66.54
7/3/2015 22:00 66.55
7/3/2015 23:00 66.55
7/4/2015 0:00 66.55
7/4/2015 1:00 66.55
7/4/2015 2:00 66.55
7/4/2015 3:00 66.56
7/4/2015 4:00 66.55
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7/4/2015 20:00 66.55
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7/4/2015 23:00 66.55
7/5/2015 0:00 66.56
7/5/2015 1:00 66.56
7/5/2015 2:00 66.55
7/5/2015 3:00 66.56
7/5/2015 4:00 66.56
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7/5/2015 20:00 66.54
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7/5/2015 23:00 66.54
7/6/2015 0:00 66.55
7/6/2015 1:00 66.54
7/6/2015 2:00 66.54
7/6/2015 3:00 66.54
7/6/2015 4:00 66.54
7/6/2015 5:00 66.54
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7/6/2015 8:00 66.55
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7/6/2015 20:00 66.54
7/6/2015 21:00 66.53
7/6/2015 22:00 66.53
7/6/2015 23:00 66.53
7/7/2015 0:00 66.52
7/7/2015 1:00 66.52
7/7/2015 2:00 66.51
7/7/2015 3:00 66.51
7/7/2015 4:00 66.51
7/7/2015 5:00 66.50
7/7/2015 6:00 66.50
7/7/2015 7:00 66.49
7/7/2015 8:00 66.49
7/7/2015 9:00 66.48
7/7/2015 10:00 66.48
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7/7/2015 11:00 66.47
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7/7/2015 13:00 66.46
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7/7/2015 16:00 66.45
7/7/2015 17:00 66.44
7/7/2015 18:00 66.44
7/7/2015 19:00 66.43
7/7/2015 20:00 66.43
7/7/2015 21:00 66.42
7/7/2015 22:00 66.42
7/7/2015 23:00 66.41
7/8/2015 0:00 66.41
7/8/2015 1:00 66.40
7/8/2015 2:00 66.40
7/8/2015 3:00 66.39
7/8/2015 4:00 66.39
7/8/2015 5:00 66.38
7/8/2015 6:00 66.38
7/8/2015 7:00 66.38
7/8/2015 8:00 66.37
7/8/2015 9:00 66.37
7/8/2015 10:00 66.37
7/8/2015 11:00 66.36
7/8/2015 12:00 66.36
7/8/2015 13:00 66.35
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7/8/2015 15:00 66.35
7/8/2015 16:00 66.34
7/8/2015 17:00 66.34
7/8/2015 18:00 66.34
7/8/2015 19:00 66.33
7/8/2015 20:00 66.33
7/8/2015 21:00 66.33
7/8/2015 22:00 66.32
7/8/2015 23:00 66.32
7/9/2015 0:00 66.32
7/9/2015 1:00 66.31
7/9/2015 2:00 66.31
7/9/2015 3:00 66.31
7/9/2015 4:00 66.31
7/9/2015 5:00 66.31
7/9/2015 6:00 66.31
7/9/2015 7:00 66.30
7/9/2015 8:00 66.30
7/9/2015 9:00 66.30
7/9/2015 10:00 66.30
7/9/2015 11:00 66.29
7/9/2015 12:00 66.29
7/9/2015 13:00 66.29
7/9/2015 14:00 66.29
7/9/2015 15:00 66.28
7/9/2015 16:00 66.28
7/9/2015 17:00 66.28
7/9/2015 18:00 66.28
7/9/2015 19:00 66.28
7/9/2015 20:00 66.28
7/9/2015 21:00 66.28
7/9/2015 22:00 66.27
7/9/2015 23:00 66.27
7/10/2015 0:00 66.28
7/10/2015 1:00 66.27
7/10/2015 2:00 66.27
7/10/2015 3:00 66.27
7/10/2015 4:00 66.27
7/10/2015 5:00 66.27
7/10/2015 6:00 66.26
7/10/2015 7:00 66.26
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7/10/2015 15:00 66.26
7/10/2015 16:00 66.25
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7/10/2015 18:00 66.26
7/10/2015 19:00 66.25
7/10/2015 20:00 66.25
7/10/2015 21:00 66.25
7/10/2015 22:00 66.25
7/10/2015 23:00 66.25
7/11/2015 0:00 66.25
7/11/2015 1:00 66.25
7/11/2015 2:00 66.24
7/11/2015 3:00 66.24
7/11/2015 4:00 66.24
7/11/2015 5:00 66.24
7/11/2015 6:00 66.24
7/11/2015 7:00 66.24
7/11/2015 8:00 66.24
7/11/2015 9:00 66.24
7/11/2015 10:00 66.24
7/11/2015 11:00 66.23
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7/11/2015 14:00 66.23
7/11/2015 15:00 66.23
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7/11/2015 17:00 66.23
7/11/2015 18:00 66.23
7/11/2015 19:00 66.22
7/11/2015 20:00 66.22
7/11/2015 21:00 66.22
7/11/2015 22:00 66.22
7/11/2015 23:00 66.22
7/12/2015 0:00 66.22
7/12/2015 1:00 66.22
7/12/2015 2:00 66.22
7/12/2015 3:00 66.22
7/12/2015 4:00 66.22
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7/12/2015 6:00 66.22
7/12/2015 7:00 66.21
7/12/2015 8:00 66.22
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7/12/2015 11:00 66.21
7/12/2015 12:00 66.21
7/12/2015 13:00 66.21
7/12/2015 14:00 66.21
7/12/2015 15:00 66.20
7/12/2015 16:00 66.20
7/12/2015 17:00 66.20
7/12/2015 18:00 66.20
7/12/2015 19:00 66.19
7/12/2015 20:00 66.20
7/12/2015 21:00 66.19
7/12/2015 22:00 66.19
7/12/2015 23:00 66.19
7/13/2015 0:00 66.20
7/13/2015 1:00 66.17
7/13/2015 2:00 66.19
7/13/2015 3:00 66.19
7/13/2015 4:00 66.19
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7/13/2015 5:00 66.19
7/13/2015 6:00 66.18
7/13/2015 7:00 66.19
7/13/2015 8:00 66.19
7/13/2015 9:00 66.19
7/13/2015 10:00 66.19
7/13/2015 11:00 66.18
7/13/2015 12:00 66.19
7/13/2015 13:00 66.18
7/13/2015 14:00 66.18
7/13/2015 15:00 66.18
7/13/2015 16:00 66.18
7/13/2015 17:00 66.18
7/13/2015 18:00 66.18
7/13/2015 19:00 66.18
7/13/2015 20:00 66.18
7/13/2015 21:00 66.18
7/13/2015 22:00 66.17
7/13/2015 23:00 66.18
7/14/2015 0:00 66.18
7/14/2015 1:00 66.17
7/14/2015 2:00 66.17
7/14/2015 3:00 66.18
7/14/2015 4:00 66.17
7/14/2015 5:00 66.17
7/14/2015 6:00 66.18
7/14/2015 7:00 66.18
7/14/2015 8:00 66.18
7/14/2015 9:00 66.18
7/14/2015 10:00 66.18
7/14/2015 11:00 66.18
7/14/2015 12:00 66.17
7/14/2015 13:00 66.18
7/14/2015 14:00 66.18
7/14/2015 15:00 66.18
7/14/2015 16:00 66.17
7/14/2015 17:00 66.17
7/14/2015 18:00 66.17
7/14/2015 19:00 66.17
7/14/2015 20:00 66.17
7/14/2015 21:00 66.17
7/14/2015 22:00 66.17
7/14/2015 23:00 66.17
7/15/2015 0:00 66.18
7/15/2015 1:00 66.17
7/15/2015 2:00 66.17
7/15/2015 3:00 66.17
7/15/2015 4:00 66.17
7/15/2015 5:00 66.17
7/15/2015 6:00 66.17
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7/15/2015 11:00 66.17
7/15/2015 12:00 66.17
7/15/2015 13:00 66.16
7/15/2015 14:00 66.17
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7/15/2015 16:00 66.16
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7/15/2015 18:00 66.16
7/15/2015 19:00 66.16
7/15/2015 20:00 66.15
7/15/2015 21:00 66.16
7/15/2015 22:00 66.16
7/15/2015 23:00 66.16
7/16/2015 0:00 66.16
7/16/2015 1:00 66.16
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7/16/2015 2:00 66.16
7/16/2015 3:00 66.16
7/16/2015 4:00 66.15
7/16/2015 5:00 66.15
7/16/2015 6:00 66.15
7/16/2015 7:00 66.15
7/16/2015 8:00 66.15
7/16/2015 9:00 66.15
7/16/2015 10:00 66.15
7/16/2015 11:00 66.15
7/16/2015 12:00 66.14
7/16/2015 13:00 66.14
7/16/2015 14:00 66.14
7/16/2015 15:00 66.14
7/16/2015 16:00 66.14
7/16/2015 17:00 66.14
7/16/2015 18:00 66.13
7/16/2015 19:00 66.13
7/16/2015 20:00 66.14
7/16/2015 21:00 66.13
7/16/2015 22:00 66.14
7/16/2015 23:00 66.14
7/17/2015 0:00 66.14
7/17/2015 1:00 66.13
7/17/2015 2:00 66.14
7/17/2015 3:00 66.13
7/17/2015 4:00 66.13
7/17/2015 5:00 66.14
7/17/2015 6:00 66.13
7/17/2015 7:00 66.13
7/17/2015 8:00 66.13
7/17/2015 9:00 66.13
7/17/2015 10:00 66.13
7/17/2015 11:00 66.13
7/17/2015 12:00 66.12
7/17/2015 13:00 66.13
8/13/2015 16:05 66.77
8/13/2015 17:05 66.78
8/13/2015 18:05 66.78
8/13/2015 19:05 66.79
8/13/2015 20:05 66.79
8/13/2015 21:05 66.79
8/13/2015 22:05 66.79
8/13/2015 23:05 66.79
8/14/2015 0:05 66.79
8/14/2015 1:05 66.79
8/14/2015 2:05 66.79
8/14/2015 3:05 66.80
8/14/2015 4:05 66.79
8/14/2015 5:05 66.79
8/14/2015 6:05 66.80
8/14/2015 7:05 66.80
8/14/2015 8:05 66.80
8/14/2015 9:05 66.81
8/14/2015 10:05 66.81
8/14/2015 11:05 66.81
8/14/2015 12:05 66.81
8/14/2015 13:05 66.81
8/14/2015 14:05 66.81
8/14/2015 15:05 66.80
8/14/2015 16:05 66.81
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8/14/2015 20:05 66.81
8/14/2015 21:05 66.81
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Data Not Recorded Likely Due to Water Level Troll Memory Capacity Exceedance
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8/15/2015 1:05 66.81
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8/16/2015 0:05 66.82
8/16/2015 1:05 66.82
8/16/2015 2:05 66.82
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8/17/2015 0:05 66.82
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8/17/2015 18:05 66.80
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8/18/2015 0:05 66.80
8/18/2015 1:05 66.80
8/18/2015 2:05 66.80
8/18/2015 3:05 66.80
8/18/2015 4:05 66.79
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8/18/2015 8:05 66.78
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9/13/2015 9:00 66.81
9/13/2015 10:00 66.82
9/13/2015 11:00 66.82
9/13/2015 12:00 66.81
9/13/2015 13:00 66.81
9/13/2015 14:00 66.81
9/13/2015 15:00 66.81
9/13/2015 16:00 66.81
9/13/2015 17:00 66.81
9/13/2015 18:00 66.80
9/13/2015 19:00 66.80
9/13/2015 20:00 66.81
9/13/2015 21:00 66.81
9/13/2015 22:00 66.81
9/13/2015 23:00 66.81
9/14/2015 0:00 66.82
9/14/2015 1:00 66.82
9/14/2015 2:00 66.82
9/14/2015 3:00 66.81
9/14/2015 4:00 66.81
9/14/2015 5:00 66.82
9/14/2015 6:00 66.82
9/14/2015 7:00 66.82
9/14/2015 8:00 66.82
9/14/2015 9:00 66.82
9/14/2015 10:00 66.82
9/14/2015 11:00 66.82
9/14/2015 12:00 66.82
9/14/2015 13:00 66.83
9/14/2015 14:00 66.83
9/14/2015 15:00 66.82
9/14/2015 16:00 66.82
9/14/2015 17:00 66.82
9/14/2015 18:00 66.83
9/14/2015 19:00 66.82
9/14/2015 20:00 66.83
9/14/2015 21:00 66.83
9/14/2015 22:00 66.83
9/14/2015 23:00 66.83
9/15/2015 0:00 66.83
9/15/2015 1:00 66.83
9/15/2015 2:00 66.83
9/15/2015 3:00 66.84
9/15/2015 4:00 66.84
9/15/2015 5:00 66.84
9/15/2015 6:00 66.84
9/15/2015 7:00 66.84
9/15/2015 8:00 66.84
9/15/2015 9:00 66.84
9/15/2015 10:00 66.85
9/15/2015 11:00 66.85
9/15/2015 12:00 66.84
9/15/2015 13:00 66.84
9/15/2015 14:00 66.84
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9/15/2015 15:00 66.83
9/15/2015 16:00 66.83
9/15/2015 17:00 66.83
9/15/2015 18:00 66.83
9/15/2015 19:00 66.83
9/15/2015 20:00 66.83
9/15/2015 21:00 66.83
9/15/2015 22:00 66.84
9/15/2015 23:00 66.84
9/16/2015 0:00 66.83
9/16/2015 1:00 66.83
9/16/2015 2:00 66.84
9/16/2015 3:00 66.84
9/16/2015 4:00 66.84
9/16/2015 5:00 66.83
9/16/2015 6:00 66.83
9/16/2015 7:00 66.83
9/16/2015 8:00 66.84
9/16/2015 9:00 66.83
9/16/2015 10:00 66.84
9/16/2015 11:00 66.84
9/16/2015 12:00 66.84
9/16/2015 13:00 66.84
9/16/2015 14:00 66.84
9/16/2015 15:00 66.84
9/16/2015 16:00 66.83
9/16/2015 17:00 66.83
9/16/2015 18:00 66.83
9/16/2015 19:00 66.83
9/16/2015 20:00 66.84
9/16/2015 21:00 66.83
9/16/2015 22:00 66.83
9/16/2015 23:00 66.84
9/17/2015 0:00 66.83
9/17/2015 1:00 66.83
9/17/2015 2:00 66.83
9/17/2015 3:00 66.82
9/17/2015 4:00 66.82
9/17/2015 5:00 66.82
9/17/2015 6:00 66.81
9/17/2015 7:00 66.83
9/17/2015 8:00 66.82
9/17/2015 9:00 66.81
9/17/2015 10:00 66.81
9/17/2015 11:00 66.81
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Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:Production Well
MDH Unique Well Number: 795453
Well Address:UTM Zone 15N: Easting 556139.42, Northing: 191014.1
Measuring Point Height Above
Ground Surface (ft):
Elevation = 948.89' MSL,
Height above ground = 1.54'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of of skinny riser outside of casing
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)Manual measurements with water level reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24
hour time)
Depth to water (feet)
6/18/2015 12:20 62.60
7/17/2015 15:05 63.48
8/13/2015 11:19 61.96
9/17/2015 11:08 61.60
AET Project No. 03-05081 Page D183 of 243
Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:RMW-4s
MDH Unique Well Number: 780925
Well Address:UTM Zone 15N: Easting 556525.95, Northing: 191693.16
Measuring Point Height Above
Ground Surface (ft):
Elevation = 946.23' MSL,
Height above ground = 2.375'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of inner casing/riser
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)
Level Troll and Manual
measurements with water level
reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24 hour
time)
Depth to water (feet)
9/17/2015 12:00 60.73
9/17/2015 13:00 60.74
9/17/2015 14:00 60.74
9/17/2015 15:00 60.72
9/17/2015 16:00 60.72
9/17/2015 17:00 60.74
9/17/2015 18:00 60.73
9/17/2015 19:00 60.73
9/17/2015 20:00 60.74
9/17/2015 21:00 60.75
9/17/2015 22:00 60.75
9/17/2015 23:00 60.75
9/18/2015 0:00 60.75
9/18/2015 1:00 60.74
9/18/2015 2:00 60.75
9/18/2015 3:00 60.75
9/18/2015 4:00 60.74
9/18/2015 5:00 60.73
9/18/2015 6:00 60.73
9/18/2015 7:00 60.74
9/18/2015 8:00 60.74
9/18/2015 9:00 60.74
9/18/2015 10:00 60.73
9/18/2015 11:00 60.72
9/18/2015 12:00 60.74
9/18/2015 13:00 60.72
9/18/2015 14:00 60.72
9/18/2015 15:00 60.72
9/18/2015 16:00 60.72
9/18/2015 17:00 60.72
9/18/2015 18:00 60.71
9/18/2015 19:00 60.71
9/18/2015 20:00 60.72
9/18/2015 21:00 60.72
9/18/2015 22:00 60.71
9/18/2015 23:00 60.72
9/19/2015 0:00 60.71
9/19/2015 1:00 60.72
9/19/2015 2:00 60.71
9/19/2015 3:00 60.71
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9/19/2015 4:00 60.71
9/19/2015 5:00 60.71
9/19/2015 6:00 60.71
9/19/2015 7:00 60.71
9/19/2015 8:00 60.71
9/19/2015 9:00 60.71
9/19/2015 10:00 60.71
9/19/2015 11:00 60.71
9/19/2015 12:00 60.71
9/19/2015 13:00 60.70
9/19/2015 14:00 60.69
9/19/2015 15:00 60.69
9/19/2015 16:00 60.69
9/19/2015 17:00 60.69
9/19/2015 18:00 60.69
9/19/2015 19:00 60.69
9/19/2015 20:00 60.69
9/19/2015 21:00 60.69
9/19/2015 22:00 60.69
9/19/2015 23:00 60.69
9/20/2015 0:00 60.69
9/20/2015 1:00 60.69
9/20/2015 2:00 60.69
9/20/2015 3:00 60.68
9/20/2015 4:00 60.68
9/20/2015 5:00 60.68
9/20/2015 6:00 60.68
9/20/2015 7:00 60.68
9/20/2015 8:00 60.68
9/20/2015 9:00 60.68
9/20/2015 10:00 60.68
9/20/2015 11:00 60.67
9/20/2015 12:00 60.67
9/20/2015 13:00 60.67
9/20/2015 14:00 60.66
9/20/2015 15:00 60.66
9/20/2015 16:00 60.66
9/20/2015 17:00 60.66
9/20/2015 18:00 60.67
9/20/2015 19:00 60.65
9/20/2015 20:00 60.66
9/20/2015 21:00 60.66
9/20/2015 22:00 60.65
9/20/2015 23:00 60.65
9/21/2015 0:00 60.65
9/21/2015 1:00 60.65
9/21/2015 2:00 60.65
9/21/2015 3:00 60.65
9/21/2015 4:00 60.65
9/21/2015 5:00 60.65
9/21/2015 6:00 60.65
9/21/2015 7:00 60.65
9/21/2015 8:00 60.65
9/21/2015 9:00 60.65
9/21/2015 10:00 60.64
9/21/2015 11:00 60.64
9/21/2015 12:00 60.64
9/21/2015 13:00 60.64
9/21/2015 14:00 60.63
9/21/2015 15:00 60.64
9/21/2015 16:00 60.64
9/21/2015 17:00 60.65
9/21/2015 18:00 60.65
9/21/2015 19:00 60.66
9/21/2015 20:00 60.68
9/21/2015 21:00 60.69
9/21/2015 22:00 60.70
9/21/2015 23:00 60.71
9/22/2015 0:00 60.71
9/22/2015 1:00 60.71
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9/22/2015 2:00 60.71
9/22/2015 3:00 60.71
9/22/2015 4:00 60.71
9/22/2015 5:00 60.71
9/22/2015 6:00 60.71
9/22/2015 7:00 60.70
9/22/2015 8:00 60.71
9/22/2015 9:00 60.71
9/22/2015 10:00 60.71
9/22/2015 11:00 60.71
9/22/2015 12:00 60.71
9/22/2015 13:00 60.70
9/22/2015 14:00 60.71
9/22/2015 15:00 60.70
9/22/2015 16:00 60.71
9/22/2015 17:00 60.70
9/22/2015 18:00 60.70
9/22/2015 19:00 60.70
9/22/2015 20:00 60.70
9/22/2015 21:00 60.70
9/22/2015 22:00 60.70
9/22/2015 23:00 60.70
9/23/2015 0:00 60.69
9/23/2015 1:00 60.68
9/23/2015 2:00 60.70
9/23/2015 3:00 60.69
9/23/2015 4:00 60.69
9/23/2015 5:00 60.69
9/23/2015 6:00 60.68
9/23/2015 7:00 60.69
9/23/2015 8:00 60.69
9/23/2015 9:00 60.69
9/23/2015 10:00 60.68
9/23/2015 11:00 60.68
9/23/2015 12:00 60.68
9/23/2015 13:00 60.69
9/23/2015 14:00 60.70
9/23/2015 15:00 60.71
9/23/2015 16:00 60.71
9/23/2015 17:00 60.71
9/23/2015 18:00 60.71
9/23/2015 19:00 60.71
9/23/2015 20:00 60.71
9/23/2015 21:00 60.70
9/23/2015 22:00 60.70
9/23/2015 23:00 60.70
9/24/2015 0:00 60.70
9/24/2015 1:00 60.70
9/24/2015 2:00 60.70
9/24/2015 3:00 60.69
9/24/2015 4:00 60.69
9/24/2015 5:00 60.69
9/24/2015 6:00 60.69
9/24/2015 7:00 60.69
9/24/2015 8:00 60.69
9/24/2015 9:00 60.69
9/24/2015 10:00 60.69
9/24/2015 11:00 60.69
9/24/2015 12:00 60.69
9/24/2015 13:00 60.69
9/24/2015 14:00 60.69
9/24/2015 15:00 60.70
9/24/2015 16:00 60.71
9/24/2015 17:00 60.72
9/24/2015 18:00 60.72
9/24/2015 19:00 60.72
9/24/2015 20:00 60.72
9/24/2015 21:00 60.73
9/24/2015 22:00 60.72
9/24/2015 23:00 60.72
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9/25/2015 0:00 60.72
9/25/2015 1:00 60.71
9/25/2015 2:00 60.71
9/25/2015 3:00 60.71
9/25/2015 4:00 60.71
9/25/2015 5:00 60.71
9/25/2015 6:00 60.72
9/25/2015 7:00 60.71
9/25/2015 8:00 60.71
9/25/2015 9:00 60.72
9/25/2015 10:00 60.70
9/25/2015 11:00 60.71
9/25/2015 12:00 60.70
9/25/2015 13:00 60.69
9/25/2015 14:00 60.69
9/25/2015 15:00 60.69
9/25/2015 16:00 60.69
9/25/2015 17:00 60.69
9/25/2015 18:00 60.68
9/25/2015 19:00 60.69
9/25/2015 20:00 60.69
9/25/2015 21:00 60.68
9/25/2015 22:00 60.69
9/25/2015 23:00 60.68
9/26/2015 0:00 60.68
9/26/2015 1:00 60.68
9/26/2015 2:00 60.68
9/26/2015 3:00 60.67
9/26/2015 4:00 60.68
9/26/2015 5:00 60.68
9/26/2015 6:00 60.67
9/26/2015 7:00 60.67
9/26/2015 8:00 60.68
9/26/2015 9:00 60.67
9/26/2015 10:00 60.66
9/26/2015 11:00 60.68
9/26/2015 12:00 60.66
9/26/2015 13:00 60.66
9/26/2015 14:00 60.65
9/26/2015 15:00 60.65
9/26/2015 16:00 60.65
9/26/2015 17:00 60.65
9/26/2015 18:00 60.65
9/26/2015 19:00 60.65
9/26/2015 20:00 60.65
9/26/2015 21:00 60.65
9/26/2015 22:00 60.65
9/26/2015 23:00 60.65
9/27/2015 0:00 60.64
9/27/2015 1:00 60.64
9/27/2015 2:00 60.64
9/27/2015 3:00 60.64
9/27/2015 4:00 60.64
9/27/2015 5:00 60.64
9/27/2015 6:00 60.63
9/27/2015 7:00 60.63
9/27/2015 8:00 60.64
9/27/2015 9:00 60.64
9/27/2015 10:00 60.63
9/27/2015 11:00 60.63
9/27/2015 12:00 60.63
9/27/2015 13:00 60.63
9/27/2015 14:00 60.63
9/27/2015 15:00 60.62
9/27/2015 16:00 60.62
9/27/2015 17:00 60.62
9/27/2015 18:00 60.63
9/27/2015 19:00 60.62
9/27/2015 20:00 60.63
9/27/2015 21:00 60.63
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9/27/2015 22:00 60.63
9/27/2015 23:00 60.63
9/28/2015 0:00 60.62
9/28/2015 1:00 60.62
9/28/2015 2:00 60.63
9/28/2015 3:00 60.62
9/28/2015 4:00 60.62
9/28/2015 5:00 60.63
9/28/2015 6:00 60.63
9/28/2015 7:00 60.63
9/28/2015 8:00 60.63
9/28/2015 9:00 60.63
9/28/2015 10:00 60.64
9/28/2015 11:00 60.64
9/28/2015 12:00 60.65
9/28/2015 13:00 60.67
9/28/2015 14:00 60.67
9/28/2015 15:00 60.68
9/28/2015 16:00 60.68
9/28/2015 17:00 60.70
9/28/2015 18:00 60.71
9/28/2015 19:00 60.72
9/28/2015 20:00 60.73
9/28/2015 21:00 60.73
9/28/2015 22:00 60.73
9/28/2015 23:00 60.73
9/29/2015 0:00 60.73
9/29/2015 1:00 60.73
9/29/2015 2:00 60.72
9/29/2015 3:00 60.73
9/29/2015 4:00 60.73
9/29/2015 5:00 60.73
9/29/2015 6:00 60.73
9/29/2015 7:00 60.73
9/29/2015 8:00 60.74
9/29/2015 9:00 60.74
9/29/2015 10:00 60.74
9/29/2015 11:00 60.76
9/29/2015 12:00 60.76
9/29/2015 13:00 60.76
9/29/2015 14:00 60.77
9/29/2015 15:00 60.77
9/29/2015 16:00 60.77
9/29/2015 17:00 60.77
9/29/2015 18:00 60.78
9/29/2015 19:00 60.78
9/29/2015 20:00 60.79
9/29/2015 21:00 60.79
9/29/2015 22:00 60.80
9/29/2015 23:00 60.80
9/30/2015 0:00 60.81
9/30/2015 1:00 60.80
9/30/2015 2:00 60.81
9/30/2015 3:00 60.80
9/30/2015 4:00 60.80
9/30/2015 5:00 60.80
9/30/2015 6:00 60.79
9/30/2015 7:00 60.80
9/30/2015 8:00 60.80
9/30/2015 9:00 60.79
9/30/2015 10:00 60.79
9/30/2015 11:00 60.79
9/30/2015 12:00 60.78
9/30/2015 13:00 60.78
9/30/2015 14:00 60.77
9/30/2015 15:00 60.78
9/30/2015 16:00 60.79
9/30/2015 17:00 60.80
9/30/2015 18:00 60.81
9/30/2015 19:00 60.82
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9/30/2015 20:00 60.82
9/30/2015 21:00 60.82
9/30/2015 22:00 60.83
9/30/2015 23:00 60.84
10/1/2015 0:00 60.83
10/1/2015 1:00 60.84
10/1/2015 2:00 60.83
10/1/2015 3:00 60.84
10/1/2015 4:00 60.83
10/1/2015 5:00 60.83
10/1/2015 6:00 60.83
10/1/2015 7:00 60.83
10/1/2015 8:00 60.83
10/1/2015 9:00 60.83
10/1/2015 10:00 60.83
10/1/2015 11:00 60.82
10/1/2015 12:00 60.81
10/1/2015 13:00 60.81
10/1/2015 14:00 60.81
10/1/2015 15:00 60.81
10/1/2015 16:00 60.82
10/1/2015 17:00 60.82
10/1/2015 18:00 60.83
10/1/2015 19:00 60.83
10/1/2015 20:00 60.83
10/1/2015 21:00 60.83
10/1/2015 22:00 60.83
10/1/2015 23:00 60.83
10/2/2015 0:00 60.82
10/2/2015 1:00 60.82
10/2/2015 2:00 60.82
10/2/2015 3:00 60.82
10/2/2015 4:00 60.82
10/2/2015 5:00 60.81
10/2/2015 6:00 60.82
10/2/2015 7:00 60.81
10/2/2015 8:00 60.81
10/2/2015 9:00 60.80
10/2/2015 10:00 60.80
10/2/2015 11:00 60.79
10/2/2015 12:00 60.79
10/2/2015 13:00 60.79
10/2/2015 14:00 60.77
10/2/2015 15:00 60.78
10/2/2015 16:00 60.78
10/2/2015 17:00 60.79
10/2/2015 18:00 60.78
10/2/2015 19:00 60.79
10/2/2015 20:00 60.79
10/2/2015 21:00 60.80
10/2/2015 22:00 60.80
10/2/2015 23:00 60.79
10/3/2015 0:00 60.79
10/3/2015 1:00 60.78
10/3/2015 2:00 60.78
10/3/2015 3:00 60.78
10/3/2015 4:00 60.78
10/3/2015 5:00 60.78
10/3/2015 6:00 60.78
10/3/2015 7:00 60.78
10/3/2015 8:00 60.78
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10/3/2015 10:00 60.78
10/3/2015 11:00 60.77
10/3/2015 12:00 60.77
10/3/2015 13:00 60.76
10/3/2015 14:00 60.75
10/3/2015 15:00 60.75
10/3/2015 16:00 60.75
10/3/2015 17:00 60.75
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10/3/2015 18:00 60.76
10/3/2015 19:00 60.76
10/3/2015 20:00 60.75
10/3/2015 21:00 60.75
10/3/2015 22:00 60.76
10/3/2015 23:00 60.76
10/4/2015 0:00 60.75
10/4/2015 1:00 60.75
10/4/2015 2:00 60.75
10/4/2015 3:00 60.75
10/4/2015 4:00 60.75
10/4/2015 5:00 60.75
10/4/2015 6:00 60.75
10/4/2015 7:00 60.75
10/4/2015 8:00 60.75
10/4/2015 9:00 60.75
10/4/2015 10:00 60.75
10/4/2015 11:00 60.74
10/4/2015 12:00 60.74
10/4/2015 13:00 60.73
10/4/2015 14:00 60.74
10/4/2015 15:00 60.73
10/4/2015 16:00 60.73
10/4/2015 17:00 60.73
10/4/2015 18:00 60.73
10/4/2015 19:00 60.73
10/4/2015 20:00 60.73
10/4/2015 21:00 60.73
10/4/2015 22:00 60.73
10/4/2015 23:00 60.73
10/5/2015 0:00 60.72
10/5/2015 1:00 60.73
10/5/2015 2:00 60.72
10/5/2015 3:00 60.73
10/5/2015 4:00 60.72
10/5/2015 5:00 60.72
10/5/2015 6:00 60.73
10/5/2015 7:00 60.74
10/5/2015 8:00 60.75
10/5/2015 9:00 60.76
10/5/2015 10:00 60.77
10/5/2015 11:00 60.77
10/5/2015 12:00 60.77
10/5/2015 13:00 60.78
10/5/2015 14:00 60.79
10/5/2015 15:00 60.79
10/5/2015 16:00 60.79
10/5/2015 17:00 60.80
10/5/2015 18:00 60.80
10/5/2015 19:00 60.80
10/5/2015 20:00 60.79
10/5/2015 21:00 60.79
10/5/2015 22:00 60.79
10/5/2015 23:00 60.78
10/6/2015 0:00 60.78
10/6/2015 1:00 60.78
10/6/2015 2:00 60.78
10/6/2015 3:00 60.78
10/6/2015 4:00 60.77
10/6/2015 5:00 60.78
10/6/2015 6:00 60.78
10/6/2015 7:00 60.77
10/6/2015 8:00 60.77
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10/6/2015 16:00 60.78
10/6/2015 17:00 60.79
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11/29/2015 0:00 60.71
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11/30/2015 0:00 60.69
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12/1/2015 0:00 60.65
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12/3/2015 23:00 60.71
12/4/2015 0:00 60.71
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12/5/2015 0:00 60.70
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12/6/2015 0:00 60.69
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Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:RMW-5s
MDH Unique Well Number: 786795
Well Address:UTM Zone 15N: Easting 552214.74, Northing: 192381.63
Measuring Point Height Above
Ground Surface (ft):
Elevation = 957.30' MSL,
Height above ground = 2.479'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of inner casing/riser
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)Level Troll and Manual measurements with water level reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24
hour time)
Depth to water (feet)
9/17/2015 12:00 -
9/17/2015 13:00 66.81
9/17/2015 14:00 66.82
9/17/2015 15:00 66.81
9/17/2015 16:00 66.82
9/17/2015 17:00 66.82
9/17/2015 18:00 66.81
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9/17/2015 20:00 66.82
9/17/2015 21:00 66.83
9/17/2015 22:00 66.82
9/17/2015 23:00 66.82
9/18/2015 0:00 66.83
9/18/2015 1:00 66.83
9/18/2015 2:00 66.83
9/18/2015 3:00 66.83
9/18/2015 4:00 66.82
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9/18/2015 9:00 66.82
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9/18/2015 11:00 66.81
9/18/2015 12:00 66.83
9/18/2015 13:00 66.82
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9/18/2015 15:00 66.81
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9/18/2015 19:00 66.80
9/18/2015 20:00 66.80
9/18/2015 21:00 66.80
9/18/2015 22:00 66.80
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9/19/2015 4:00 66.80
9/19/2015 5:00 66.79
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9/19/2015 8:00 66.80
9/19/2015 9:00 66.79
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9/20/2015 0:00 66.77
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9/20/2015 3:00 66.77
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9/21/2015 0:00 66.74
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9/22/2015 0:00 66.73
9/22/2015 1:00 66.72
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9/22/2015 3:00 66.72
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9/22/2015 20:00 66.73
9/22/2015 21:00 66.72
9/22/2015 22:00 66.73
9/22/2015 23:00 66.72
9/23/2015 0:00 66.72
9/23/2015 1:00 66.72
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9/24/2015 0:00 66.71
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9/24/2015 21:00 66.70
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9/25/2015 0:00 66.70
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9/25/2015 13:00 66.70
9/25/2015 14:00 66.69
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9/25/2015 16:00 66.70
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9/25/2015 20:00 66.69
9/25/2015 21:00 66.69
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9/25/2015 23:00 66.69
9/26/2015 0:00 66.69
9/26/2015 1:00 66.69
9/26/2015 2:00 66.69
9/26/2015 3:00 66.69
9/26/2015 4:00 66.68
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9/26/2015 13:00 66.67
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9/26/2015 21:00 66.66
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9/26/2015 23:00 66.66
9/27/2015 0:00 66.66
9/27/2015 1:00 66.66
9/27/2015 2:00 66.66
9/27/2015 3:00 66.66
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9/27/2015 23:00 66.64
9/28/2015 0:00 66.64
9/28/2015 1:00 66.64
9/28/2015 2:00 66.64
9/28/2015 3:00 66.64
9/28/2015 4:00 66.64
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9/28/2015 6:00 66.63
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9/28/2015 11:00 66.63
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9/28/2015 20:00 66.64
9/28/2015 21:00 66.64
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9/28/2015 23:00 66.64
9/29/2015 0:00 66.64
9/29/2015 1:00 66.65
9/29/2015 2:00 66.64
9/29/2015 3:00 66.65
9/29/2015 4:00 66.65
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9/29/2015 23:00 66.65
9/30/2015 0:00 66.65
9/30/2015 1:00 66.65
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11/20/2015 13:00 66.49
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11/20/2015 15:00 66.49
11/20/2015 16:00 66.49
11/20/2015 17:00 66.49
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11/20/2015 20:00 66.49
11/20/2015 21:00 66.49
11/20/2015 22:00 66.49
11/20/2015 23:00 66.49
11/21/2015 0:00 66.49
11/21/2015 1:00 66.48
11/21/2015 2:00 66.49
11/21/2015 3:00 66.48
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11/21/2015 8:00 66.48
11/21/2015 9:00 66.47
11/21/2015 10:00 66.47
11/21/2015 11:00 66.47
11/21/2015 12:00 66.47
11/21/2015 13:00 66.46
11/21/2015 14:00 66.46
11/21/2015 15:00 66.46
11/21/2015 16:00 66.46
11/21/2015 17:00 66.46
11/21/2015 18:00 66.46
11/21/2015 19:00 66.46
11/21/2015 20:00 66.46
11/21/2015 21:00 66.46
11/21/2015 22:00 66.45
11/21/2015 23:00 66.45
11/22/2015 0:00 66.45
11/22/2015 1:00 66.45
11/22/2015 2:00 66.45
11/22/2015 3:00 66.45
11/22/2015 4:00 66.44
11/22/2015 5:00 66.44
11/22/2015 6:00 66.45
11/22/2015 7:00 66.45
11/22/2015 8:00 66.44
11/22/2015 9:00 66.44
11/22/2015 10:00 66.44
11/22/2015 11:00 66.44
11/22/2015 12:00 66.44
11/22/2015 13:00 66.43
11/22/2015 14:00 66.43
11/22/2015 15:00 66.43
11/22/2015 16:00 66.43
11/22/2015 17:00 66.43
11/22/2015 18:00 66.43
11/22/2015 19:00 66.42
11/22/2015 20:00 66.42
11/22/2015 21:00 66.43
11/22/2015 22:00 66.43
11/22/2015 23:00 66.42
11/23/2015 0:00 66.43
11/23/2015 1:00 66.42
11/23/2015 2:00 66.43
11/23/2015 3:00 66.42
11/23/2015 4:00 66.42
11/23/2015 5:00 66.42
11/23/2015 6:00 66.42
11/23/2015 7:00 66.43
11/23/2015 8:00 66.43
11/23/2015 9:00 66.43
11/23/2015 10:00 66.43
11/23/2015 11:00 66.43
11/23/2015 12:00 66.43
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11/23/2015 15:00 66.42
11/23/2015 16:00 66.43
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11/23/2015 18:00 66.43
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11/23/2015 21:00 66.43
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11/24/2015 0:00 66.43
11/24/2015 1:00 66.43
11/24/2015 2:00 66.43
11/24/2015 3:00 66.43
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11/24/2015 5:00 66.42
11/24/2015 6:00 66.42
11/24/2015 7:00 66.42
11/24/2015 8:00 66.42
11/24/2015 9:00 66.42
11/24/2015 10:00 66.42
11/24/2015 11:00 66.42
11/24/2015 12:00 66.42
11/24/2015 13:00 66.42
11/24/2015 14:00 66.41
11/24/2015 15:00 66.41
11/24/2015 16:00 66.41
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11/24/2015 18:00 66.41
11/24/2015 19:00 66.41
11/24/2015 20:00 66.41
11/24/2015 21:00 66.41
11/24/2015 22:00 66.41
11/24/2015 23:00 66.41
11/25/2015 0:00 66.40
11/25/2015 1:00 66.40
11/25/2015 2:00 66.40
11/25/2015 3:00 66.40
11/25/2015 4:00 66.40
11/25/2015 5:00 66.40
11/25/2015 6:00 66.40
11/25/2015 7:00 66.40
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11/25/2015 9:00 66.40
11/25/2015 10:00 66.40
11/25/2015 11:00 66.39
11/25/2015 12:00 66.39
11/25/2015 13:00 66.39
11/25/2015 14:00 66.40
11/25/2015 15:00 66.40
11/25/2015 16:00 66.40
11/25/2015 17:00 66.40
11/25/2015 18:00 66.40
11/25/2015 19:00 66.41
11/25/2015 20:00 66.40
11/25/2015 21:00 66.41
11/25/2015 22:00 66.41
11/25/2015 23:00 66.41
11/26/2015 0:00 66.41
11/26/2015 1:00 66.41
11/26/2015 2:00 66.41
11/26/2015 3:00 66.40
11/26/2015 4:00 66.40
11/26/2015 5:00 66.40
11/26/2015 6:00 66.41
11/26/2015 7:00 66.41
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11/26/2015 9:00 66.40
11/26/2015 10:00 66.40
11/26/2015 11:00 66.41
11/26/2015 12:00 66.41
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11/26/2015 14:00 66.41
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11/26/2015 18:00 66.42
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11/26/2015 20:00 66.42
11/26/2015 21:00 66.42
11/26/2015 22:00 66.41
11/26/2015 23:00 66.42
11/27/2015 0:00 66.42
11/27/2015 1:00 66.42
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11/27/2015 2:00 66.41
11/27/2015 3:00 66.41
11/27/2015 4:00 66.42
11/27/2015 5:00 66.42
11/27/2015 6:00 66.42
11/27/2015 7:00 66.43
11/27/2015 8:00 66.42
11/27/2015 9:00 66.42
11/27/2015 10:00 66.42
11/27/2015 11:00 66.41
11/27/2015 12:00 66.42
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11/27/2015 15:00 66.41
11/27/2015 16:00 66.42
11/27/2015 17:00 66.41
11/27/2015 18:00 66.41
11/27/2015 19:00 66.41
11/27/2015 20:00 66.40
11/27/2015 21:00 66.40
11/27/2015 22:00 66.40
11/27/2015 23:00 66.40
11/28/2015 0:00 66.40
11/28/2015 1:00 66.40
11/28/2015 2:00 66.40
11/28/2015 3:00 66.39
11/28/2015 4:00 66.40
11/28/2015 5:00 66.39
11/28/2015 6:00 66.39
11/28/2015 7:00 66.39
11/28/2015 8:00 66.39
11/28/2015 9:00 66.39
11/28/2015 10:00 66.39
11/28/2015 11:00 66.39
11/28/2015 12:00 66.39
11/28/2015 13:00 66.39
11/28/2015 14:00 66.38
11/28/2015 15:00 66.38
11/28/2015 16:00 66.39
11/28/2015 17:00 66.38
11/28/2015 18:00 66.39
11/28/2015 19:00 66.38
11/28/2015 20:00 66.38
11/28/2015 21:00 66.38
11/28/2015 22:00 66.38
11/28/2015 23:00 66.38
11/29/2015 0:00 66.38
11/29/2015 1:00 66.38
11/29/2015 2:00 66.38
11/29/2015 3:00 66.38
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11/29/2015 5:00 66.38
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11/29/2015 8:00 66.38
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11/29/2015 11:00 66.38
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11/29/2015 13:00 66.38
11/29/2015 14:00 66.37
11/29/2015 15:00 66.37
11/29/2015 16:00 66.37
11/29/2015 17:00 66.37
11/29/2015 18:00 66.37
11/29/2015 19:00 66.37
11/29/2015 20:00 66.37
11/29/2015 21:00 66.37
11/29/2015 22:00 66.37
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11/29/2015 23:00 66.37
11/30/2015 0:00 66.37
11/30/2015 1:00 66.37
11/30/2015 2:00 66.37
11/30/2015 3:00 66.36
11/30/2015 4:00 66.36
11/30/2015 5:00 66.37
11/30/2015 6:00 66.37
11/30/2015 7:00 66.36
11/30/2015 8:00 66.36
11/30/2015 9:00 66.36
11/30/2015 10:00 66.36
11/30/2015 11:00 66.36
11/30/2015 12:00 66.35
11/30/2015 13:00 66.35
11/30/2015 14:00 66.35
11/30/2015 15:00 66.35
11/30/2015 16:00 66.35
11/30/2015 17:00 66.34
11/30/2015 18:00 66.34
11/30/2015 19:00 66.34
11/30/2015 20:00 66.34
11/30/2015 21:00 66.34
11/30/2015 22:00 66.34
11/30/2015 23:00 66.34
12/1/2015 0:00 66.34
12/1/2015 1:00 66.33
12/1/2015 2:00 66.34
12/1/2015 3:00 66.33
12/1/2015 4:00 66.33
12/1/2015 5:00 66.33
12/1/2015 6:00 66.33
12/1/2015 7:00 66.33
12/1/2015 8:00 66.33
12/1/2015 9:00 66.33
12/1/2015 10:00 66.33
12/1/2015 11:00 66.33
12/1/2015 12:00 66.33
12/1/2015 13:00 66.33
12/1/2015 14:00 66.33
12/1/2015 15:00 66.33
12/1/2015 16:00 66.33
12/1/2015 17:00 66.33
12/1/2015 18:00 66.33
12/1/2015 19:00 66.33
12/1/2015 20:00 66.33
12/1/2015 21:00 66.33
12/1/2015 22:00 66.33
12/1/2015 23:00 66.33
12/2/2015 0:00 66.33
12/2/2015 1:00 66.33
12/2/2015 2:00 66.33
12/2/2015 3:00 66.33
12/2/2015 4:00 66.33
12/2/2015 5:00 66.33
12/2/2015 6:00 66.33
12/2/2015 7:00 66.33
12/2/2015 8:00 66.33
12/2/2015 9:00 66.33
12/2/2015 10:00 66.34
12/2/2015 11:00 66.33
12/2/2015 12:00 66.33
12/2/2015 13:00 66.33
12/2/2015 14:00 66.34
12/2/2015 15:00 66.34
12/2/2015 16:00 66.34
12/2/2015 17:00 66.34
12/2/2015 18:00 66.35
12/2/2015 19:00 66.35
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12/2/2015 20:00 66.35
12/2/2015 21:00 66.35
12/2/2015 22:00 66.35
12/2/2015 23:00 66.35
12/3/2015 0:00 66.35
12/3/2015 1:00 66.35
12/3/2015 2:00 66.35
12/3/2015 3:00 66.35
12/3/2015 4:00 66.35
12/3/2015 5:00 66.35
12/3/2015 6:00 66.35
12/3/2015 7:00 66.35
12/3/2015 8:00 66.35
12/3/2015 9:00 66.36
12/3/2015 10:00 66.35
12/3/2015 11:00 66.35
12/3/2015 12:00 66.35
12/3/2015 13:00 66.35
12/3/2015 14:00 66.34
12/3/2015 15:00 66.35
12/3/2015 16:00 66.35
12/3/2015 17:00 66.35
12/3/2015 18:00 66.35
12/3/2015 19:00 66.35
12/3/2015 20:00 66.35
12/3/2015 21:00 66.35
12/3/2015 22:00 66.35
12/3/2015 23:00 66.35
12/4/2015 0:00 66.35
12/4/2015 1:00 66.35
12/4/2015 2:00 66.35
12/4/2015 3:00 66.35
12/4/2015 4:00 66.34
12/4/2015 5:00 66.35
12/4/2015 6:00 66.35
12/4/2015 7:00 66.34
12/4/2015 8:00 66.34
12/4/2015 9:00 66.35
12/4/2015 10:00 66.35
12/4/2015 11:00 66.34
12/4/2015 12:00 66.34
12/4/2015 13:00 66.34
12/4/2015 14:00 66.34
12/4/2015 15:00 66.34
12/4/2015 16:00 66.34
12/4/2015 17:00 66.34
12/4/2015 18:00 66.34
12/4/2015 19:00 66.34
12/4/2015 20:00 66.33
12/4/2015 21:00 66.34
12/4/2015 22:00 66.33
12/4/2015 23:00 66.34
12/5/2015 0:00 66.34
12/5/2015 1:00 66.34
12/5/2015 2:00 66.33
12/5/2015 3:00 66.33
12/5/2015 4:00 66.33
12/5/2015 5:00 66.33
12/5/2015 6:00 66.33
12/5/2015 7:00 66.33
12/5/2015 8:00 66.33
12/5/2015 9:00 66.33
12/5/2015 10:00 66.33
12/5/2015 11:00 66.33
12/5/2015 12:00 66.32
12/5/2015 13:00 66.33
12/5/2015 14:00 66.32
12/5/2015 15:00 66.32
12/5/2015 16:00 66.33
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12/5/2015 17:00 66.32
12/5/2015 18:00 66.33
12/5/2015 19:00 66.32
12/5/2015 20:00 66.33
12/5/2015 21:00 66.33
12/5/2015 22:00 66.33
12/5/2015 23:00 66.32
12/6/2015 0:00 66.32
12/6/2015 1:00 66.32
12/6/2015 2:00 66.32
12/6/2015 3:00 66.32
12/6/2015 4:00 66.32
12/6/2015 5:00 66.32
12/6/2015 6:00 66.32
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12/6/2015 8:00 66.32
12/6/2015 9:00 66.32
12/6/2015 10:00 66.32
12/6/2015 11:00 66.32
12/6/2015 12:00 66.32
12/6/2015 13:00 66.32
12/6/2015 14:00 66.32
12/6/2015 15:00 66.32
12/6/2015 16:00 66.32
12/6/2015 17:00 66.31
12/6/2015 18:00 66.31
12/6/2015 19:00 66.32
12/6/2015 20:00 66.32
12/6/2015 21:00 66.32
12/6/2015 22:00 66.31
12/6/2015 23:00 66.31
12/7/2015 0:00 66.31
12/7/2015 1:00 66.31
12/7/2015 2:00 66.32
12/7/2015 3:00 66.31
12/7/2015 4:00 66.31
12/7/2015 5:00 66.31
12/7/2015 6:00 66.31
12/7/2015 7:00 66.30
12/7/2015 8:00 66.30
12/7/2015 9:00 66.31
12/7/2015 10:00 66.30
12/7/2015 11:00 66.30
12/7/2015 12:00 66.30
12/7/2015 13:00 66.29
12/7/2015 14:00 66.29
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12/7/2015 16:00 66.30
12/7/2015 17:00 66.29
12/7/2015 18:00 66.29
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12/7/2015 20:00 66.29
12/7/2015 21:00 66.29
12/7/2015 22:00 66.29
12/7/2015 23:00 66.29
12/8/2015 0:00 66.29
12/8/2015 1:00 66.29
12/8/2015 2:00 66.28
12/8/2015 3:00 66.29
12/8/2015 4:00 66.29
12/8/2015 5:00 66.29
12/8/2015 6:00 66.28
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12/8/2015 8:00 66.29
12/8/2015 9:00 66.28
12/8/2015 10:00 66.28
12/8/2015 11:00 66.28
12/8/2015 12:00 66.28
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12/8/2015 14:00 66.28
12/8/2015 15:00 66.28
12/8/2015 16:00 66.28
12/8/2015 17:00 66.28
12/8/2015 18:00 66.28
12/8/2015 19:00 66.28
12/8/2015 20:00 66.28
12/8/2015 21:00 66.28
12/8/2015 22:00 66.28
12/8/2015 23:00 66.28
12/9/2015 0:00 66.28
12/9/2015 1:00 66.28
12/9/2015 2:00 66.28
12/9/2015 3:00 66.28
12/9/2015 4:00 66.28
12/9/2015 5:00 66.28
12/9/2015 6:00 66.28
12/9/2015 7:00 66.28
12/9/2015 8:00 66.28
12/9/2015 9:00 66.27
12/9/2015 10:00 66.28
12/9/2015 11:00 66.28
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Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:2014-0244
Permittee Name:Dakota Aggregates 2025 Centre Point Blvd. Suite 300 Mendota Heights, MN 55120
Contact: Pat Bergin
Permittee Well Number:Production Well
MDH Unique Well Number: 795453
Well Address:UTM Zone 15N: Easting 556139.42, Northing: 191014.1
Measuring Point Height Above
Ground Surface (ft):
Elevation = 948.89' MSL,
Height above ground = 1.54'
Measuring Point Description
(top of casing, top of inner
casing, etc):Top of of skinny riser outside of casing
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)Manual measurements with water level reader
Date of Measurement
(MM/DD/YYYY)
Time of Measurement (24
hour time)
Depth to water (feet)
10/22/2015 9:11 61.59
11/11/2015 11:13 61.61
12/9/2015 10:50 61.40
AET Project No. 03-05081 Page D243 of 243
AET Project No. 03-05081
Appendix E
City of Rosemount Well 767876 Data
AET Project No. 03-05081 Page E1 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
MWUmore
Adjustment 1 872.3 Date
Depth to Water
(Corrected)
Depth to Water
Field
Measurement
GW
Elevation Cor-Sur
top of casing
elevation = 937
10/8/2014 12:45 871.18658 66.600 870.400 0.787
3/10/2015 10:20 872.3 64.700 872.300 0.000
#N/A 937.000 #N/A
Date and Time PSI ft water Elevation
10/8/2014 12:21 28.32 65.4192 871.187
10/8/2014 13:21 28.314 65.40534 871.173
10/8/2014 14:21 28.327 65.43537 871.203
10/8/2014 15:21 28.331 65.44461 871.212
10/8/2014 16:21 28.339 65.46309 871.230
10/8/2014 17:21 28.344 65.47464 871.242
10/8/2014 18:21 28.346 65.47926 871.247
10/8/2014 19:21 28.341 65.46771 871.235
10/8/2014 20:21 28.336 65.45616 871.224
10/8/2014 21:21 28.332 65.44692 871.214
10/8/2014 22:21 28.327 65.43537 871.203
10/8/2014 23:21 28.325 65.43075 871.198
10/9/2014 0:21 28.32 65.4192 871.187
10/9/2014 1:21 28.32 65.4192 871.187
10/9/2014 2:21 28.325 65.43075 871.198
10/9/2014 3:21 28.329 65.43999 871.207
10/9/2014 4:21 28.337 65.45847 871.226
10/9/2014 5:21 28.337 65.45847 871.226
10/9/2014 6:21 28.339 65.46309 871.230
10/9/2014 7:21 28.336 65.45616 871.224
10/9/2014 8:21 28.329 65.43999 871.207
10/9/2014 9:21 28.322 65.42382 871.191
10/9/2014 10:21 28.32 65.4192 871.187
10/9/2014 11:21 28.322 65.42382 871.191
10/9/2014 12:21 28.324 65.42844 871.196
10/9/2014 13:21 28.329 65.43999 871.207
10/9/2014 14:21 28.025 64.73775 870.505
10/9/2014 15:21 27.773 64.15563 869.923
10/9/2014 16:21 27.66 63.8946 869.662
10/9/2014 17:21 27.59 63.7329 869.500
10/9/2014 18:21 27.545 63.62895 869.396
10/9/2014 19:21 27.516 63.56196 869.329
10/9/2014 20:21 27.492 63.50652 869.274
10/9/2014 21:21 27.572 63.69132 869.459
10/9/2014 22:21 27.908 64.46748 870.235
10/9/2014 23:21 28.067 64.83477 870.602
10/10/2014 0:21 28.153 65.03343 870.801
10/10/2014 1:21 28.207 65.15817 870.926
10/10/2014 2:21 28.244 65.24364 871.011
10/10/2014 3:21 28.271 65.30601 871.073
10/10/2014 4:21 28.292 65.35452 871.122
10/10/2014 5:21 28.309 65.39379 871.161
10/10/2014 6:21 28.156 65.04036 870.808
10/10/2014 7:21 27.832 64.29192 870.059
10/10/2014 8:21 27.68 63.9408 869.708
10/10/2014 9:21 27.594 63.74214 869.510
10/10/2014 10:21 27.697 63.98007 869.747
AET Project No. 03-05081 Page E2 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
10/10/2014 11:21 27.986 64.64766 870.415
10/10/2014 12:21 28.121 64.95951 870.727
10/10/2014 13:21 28.202 65.14662 870.914
10/10/2014 14:21 28.256 65.27136 871.039
10/10/2014 15:21 28.295 65.36145 871.129
10/10/2014 16:21 28.322 65.42382 871.191
10/10/2014 17:21 28.342 65.47002 871.237
10/10/2014 18:21 28.346 65.47926 871.247
10/10/2014 19:21 28.359 65.50929 871.277
10/10/2014 20:21 28.361 65.51391 871.281
10/10/2014 21:21 28.363 65.51853 871.286
10/10/2014 22:21 28.364 65.52084 871.288
10/10/2014 23:21 28.369 65.53239 871.300
10/11/2014 0:21 28.371 65.53701 871.304
10/11/2014 1:21 28.373 65.54163 871.309
10/11/2014 2:21 28.373 65.54163 871.309
10/11/2014 3:21 28.38 65.5578 871.325
10/11/2014 4:21 28.386 65.57166 871.339
10/11/2014 5:21 28.393 65.58783 871.355
10/11/2014 6:21 28.395 65.59245 871.360
10/11/2014 7:21 28.393 65.58783 871.355
10/11/2014 8:21 28.135 64.99185 870.759
10/11/2014 9:21 27.854 64.34274 870.110
10/11/2014 10:21 27.705 63.99855 869.766
10/11/2014 11:21 27.631 63.82761 869.595
10/11/2014 12:21 27.587 63.72597 869.493
10/11/2014 13:21 27.567 63.67977 869.447
10/11/2014 14:21 27.557 63.65667 869.424
10/11/2014 15:21 27.555 63.65205 869.419
10/11/2014 16:21 27.619 63.79989 869.567
10/11/2014 17:21 27.991 64.65921 870.427
10/11/2014 18:21 28.168 65.06808 870.835
10/11/2014 19:21 28.265 65.29215 871.060
10/11/2014 20:21 28.327 65.43537 871.203
10/11/2014 21:21 28.366 65.52546 871.293
10/11/2014 22:21 28.391 65.58321 871.351
10/11/2014 23:21 28.412 65.63172 871.399
10/12/2014 0:21 28.429 65.67099 871.438
10/12/2014 1:21 28.44 65.6964 871.464
10/12/2014 2:21 28.451 65.72181 871.489
10/12/2014 3:21 28.461 65.74491 871.512
10/12/2014 4:21 28.471 65.76801 871.535
10/12/2014 5:21 28.478 65.78418 871.552
10/12/2014 6:21 28.484 65.79804 871.565
10/12/2014 7:21 28.488 65.80728 871.575
10/12/2014 8:21 28.493 65.81883 871.586
10/12/2014 9:21 28.493 65.81883 871.586
10/12/2014 10:21 28.533 65.91123 871.679
10/12/2014 11:21 28.119 64.95489 870.722
10/12/2014 12:21 27.905 64.46055 870.228
10/12/2014 13:21 27.8 64.218 869.985
10/12/2014 14:21 27.734 64.06554 869.833
10/12/2014 15:21 27.697 63.98007 869.747
10/12/2014 16:21 27.668 63.91308 869.680
10/12/2014 17:21 27.651 63.87381 869.641
10/12/2014 18:21 27.636 63.83916 869.607
10/12/2014 19:21 27.731 64.05861 869.826
10/12/2014 20:21 28.06 64.8186 870.586
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
10/12/2014 21:21 28.214 65.17434 870.942
10/12/2014 22:21 28.298 65.36838 871.136
10/12/2014 23:21 28.353 65.49543 871.263
10/13/2014 0:21 28.385 65.56935 871.337
10/13/2014 1:21 28.408 65.62248 871.390
10/13/2014 2:21 28.423 65.65713 871.425
10/13/2014 3:21 28.437 65.68947 871.457
10/13/2014 4:21 28.449 65.71719 871.485
10/13/2014 5:21 28.454 65.72874 871.496
10/13/2014 6:21 28.462 65.74722 871.515
10/13/2014 7:21 28.324 65.42844 871.196
10/13/2014 8:21 28.386 65.57166 871.339
10/13/2014 9:21 28.418 65.64558 871.413
10/13/2014 10:21 28.432 65.67792 871.445
10/13/2014 11:21 28.44 65.6964 871.464
10/13/2014 12:21 28.444 65.70564 871.473
10/13/2014 13:21 28.395 65.59245 871.360
10/13/2014 14:21 28.353 65.49543 871.263
10/13/2014 15:21 28.38 65.5578 871.325
10/13/2014 16:21 28.405 65.61555 871.383
10/13/2014 17:21 28.425 65.66175 871.429
10/13/2014 18:21 28.44 65.6964 871.464
10/13/2014 19:21 28.445 65.70795 871.475
10/13/2014 20:21 28.454 65.72874 871.496
10/13/2014 21:21 28.456 65.73336 871.501
10/13/2014 22:21 28.459 65.74029 871.508
10/13/2014 23:21 28.464 65.75184 871.519
10/14/2014 0:21 28.466 65.75646 871.524
10/14/2014 1:21 28.469 65.76339 871.531
10/14/2014 2:21 28.467 65.75877 871.526
10/14/2014 3:21 28.467 65.75877 871.526
10/14/2014 4:21 28.466 65.75646 871.524
10/14/2014 5:21 28.462 65.74722 871.515
10/14/2014 6:21 28.456 65.73336 871.501
10/14/2014 7:21 28.454 65.72874 871.496
10/14/2014 8:21 28.444 65.70564 871.473
10/14/2014 9:21 28.442 65.70102 871.468
10/14/2014 10:21 28.44 65.6964 871.464
10/14/2014 11:21 28.44 65.6964 871.464
10/14/2014 12:21 28.444 65.70564 871.473
10/14/2014 13:21 28.444 65.70564 871.473
10/14/2014 14:21 28.442 65.70102 871.468
10/14/2014 15:21 28.199 65.13969 870.907
10/14/2014 16:21 27.901 64.45131 870.219
10/14/2014 17:21 27.749 64.10019 869.868
10/14/2014 18:21 27.873 64.38663 870.154
10/14/2014 19:21 27.891 64.42821 870.196
10/14/2014 20:21 27.71 64.0101 869.777
10/14/2014 21:21 27.626 63.81606 869.583
10/14/2014 22:21 27.579 63.70749 869.475
10/14/2014 23:21 27.545 63.62895 869.396
10/15/2014 0:21 27.528 63.58968 869.357
10/15/2014 1:21 27.582 63.71442 869.482
10/15/2014 2:21 27.938 64.53678 870.304
10/15/2014 3:21 28.106 64.92486 870.692
10/15/2014 4:21 28.2 65.142 870.909
10/15/2014 5:21 28.26 65.2806 871.048
10/15/2014 6:21 28.342 65.47002 871.237
AET Project No. 03-05081 Page E4 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
10/15/2014 7:21 27.979 64.63149 870.399
10/15/2014 8:21 27.764 64.13484 869.902
10/15/2014 9:21 27.656 63.88536 869.653
10/15/2014 10:21 27.597 63.74907 869.516
10/15/2014 11:21 27.562 63.66822 869.436
10/15/2014 12:21 27.546 63.63126 869.399
10/15/2014 13:21 27.732 64.06092 869.828
10/15/2014 14:21 28.03 64.7493 870.517
10/15/2014 15:21 28.18 65.0958 870.863
10/15/2014 16:21 28.265 65.29215 871.060
10/15/2014 17:21 28.322 65.42382 871.191
10/15/2014 18:21 28.356 65.50236 871.270
10/15/2014 19:21 28.374 65.54394 871.311
10/15/2014 20:21 28.393 65.58783 871.355
10/15/2014 21:21 28.41 65.6271 871.394
10/15/2014 22:21 28.141 65.00571 870.773
10/15/2014 23:21 27.888 64.42128 870.189
10/16/2014 0:21 27.766 64.13946 869.907
10/16/2014 1:21 27.695 63.97545 869.743
10/16/2014 2:21 27.648 63.86688 869.634
10/16/2014 3:21 27.655 63.88305 869.650
10/16/2014 4:21 28.021 64.72851 870.496
10/16/2014 5:21 28.194 65.12814 870.896
10/16/2014 6:21 28.292 65.35452 871.122
10/16/2014 7:21 28.358 65.50698 871.274
10/16/2014 8:21 28.268 65.29908 871.066
10/16/2014 9:21 27.955 64.57605 870.343
10/16/2014 10:21 27.817 64.25727 870.025
10/16/2014 11:21 27.741 64.08171 869.849
10/16/2014 12:21 27.7 63.987 869.754
10/16/2014 13:21 27.736 64.07016 869.838
10/16/2014 14:21 28.099 64.90869 870.676
10/16/2014 15:21 28.268 65.29908 871.066
10/16/2014 16:21 28.363 65.51853 871.286
10/16/2014 17:21 28.417 65.64327 871.411
10/16/2014 18:21 28.454 65.72874 871.496
10/16/2014 19:21 28.057 64.81167 870.579
10/16/2014 20:21 27.873 64.38663 870.154
10/16/2014 21:21 27.773 64.15563 869.923
10/16/2014 22:21 27.714 64.01934 869.787
10/16/2014 23:21 27.678 63.93618 869.704
10/17/2014 0:21 27.651 63.87381 869.641
10/17/2014 1:21 27.913 64.47903 870.246
10/17/2014 2:21 28.15 65.0265 870.794
10/17/2014 3:21 28.268 65.29908 871.066
10/17/2014 4:21 28.334 65.45154 871.219
10/17/2014 5:21 28.158 65.04498 870.812
10/17/2014 6:21 27.881 64.40511 870.172
10/17/2014 7:21 27.746 64.09326 869.861
10/17/2014 8:21 27.665 63.90615 869.674
10/17/2014 9:21 27.606 63.76986 869.537
10/17/2014 10:21 27.573 63.69363 869.461
10/17/2014 11:21 27.545 63.62895 869.396
10/17/2014 12:21 27.523 63.57813 869.346
10/17/2014 13:21 27.9 64.449 870.216
10/17/2014 14:21 28.082 64.86942 870.637
10/17/2014 15:21 28.175 65.08425 870.852
10/17/2014 16:21 28.226 65.20206 870.969
AET Project No. 03-05081 Page E5 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
10/17/2014 17:21 28.251 65.25981 871.027
10/17/2014 18:21 28.069 64.83939 870.607
10/17/2014 19:21 27.769 64.14639 869.914
10/17/2014 20:21 27.631 63.82761 869.595
10/17/2014 21:21 27.55 63.6405 869.408
10/17/2014 22:21 27.501 63.52731 869.295
10/17/2014 23:21 27.472 63.46032 869.228
10/18/2014 0:21 27.448 63.40488 869.172
10/18/2014 1:21 27.435 63.37485 869.142
10/18/2014 2:21 27.42 63.3402 869.108
10/18/2014 3:21 27.411 63.31941 869.087
10/18/2014 4:21 27.401 63.29631 869.064
10/18/2014 5:21 27.394 63.28014 869.048
10/18/2014 6:21 27.384 63.25704 869.024
10/18/2014 7:21 27.374 63.23394 869.001
10/18/2014 8:21 27.366 63.21546 868.983
10/18/2014 9:21 27.359 63.19929 868.967
10/18/2014 10:21 27.357 63.19467 868.962
10/18/2014 11:21 27.359 63.19929 868.967
10/18/2014 12:21 27.364 63.21084 868.978
10/18/2014 13:21 27.374 63.23394 869.001
10/18/2014 14:21 27.382 63.25242 869.020
10/18/2014 15:21 27.393 63.27783 869.045
10/18/2014 16:21 27.68 63.9408 869.708
10/18/2014 17:21 27.938 64.53678 870.304
10/18/2014 18:21 28.077 64.85787 870.625
10/18/2014 19:21 28.16 65.0496 870.817
10/18/2014 20:21 28.052 64.80012 870.568
10/18/2014 21:21 27.766 64.13946 869.907
10/18/2014 22:21 27.646 63.86226 869.630
10/18/2014 23:21 27.582 63.71442 869.482
10/19/2014 0:21 27.54 63.6174 869.385
10/19/2014 1:21 27.524 63.58044 869.348
10/19/2014 2:21 27.514 63.55734 869.325
10/19/2014 3:21 27.506 63.53886 869.306
10/19/2014 4:21 27.506 63.53886 869.306
10/19/2014 5:21 27.508 63.54348 869.311
10/19/2014 6:21 27.511 63.55041 869.318
10/19/2014 7:21 27.518 63.56658 869.334
10/19/2014 8:21 27.524 63.58044 869.348
10/19/2014 9:21 27.528 63.58968 869.357
10/19/2014 10:21 27.528 63.58968 869.357
10/19/2014 11:21 27.533 63.60123 869.369
10/19/2014 12:21 27.538 63.61278 869.380
10/19/2014 13:21 27.546 63.63126 869.399
10/19/2014 14:21 27.55 63.6405 869.408
10/19/2014 15:21 27.55 63.6405 869.408
10/19/2014 16:21 27.555 63.65205 869.419
10/19/2014 17:21 27.553 63.64743 869.415
10/19/2014 18:21 27.545 63.62895 869.396
10/19/2014 19:21 27.541 63.61971 869.387
10/19/2014 20:21 27.531 63.59661 869.364
10/19/2014 21:21 27.523 63.57813 869.346
10/19/2014 22:21 27.516 63.56196 869.329
10/19/2014 23:21 27.509 63.54579 869.313
10/20/2014 0:21 27.697 63.98007 869.747
10/20/2014 1:21 27.987 64.64997 870.417
10/20/2014 2:21 28.133 64.98723 870.755
AET Project No. 03-05081 Page E6 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
10/20/2014 3:21 28.214 65.17434 870.942
10/20/2014 4:21 28.265 65.29215 871.060
10/20/2014 5:21 28.069 64.83939 870.607
10/20/2014 6:21 27.795 64.20645 869.974
10/20/2014 7:21 27.663 63.90153 869.669
10/20/2014 8:21 27.587 63.72597 869.493
10/20/2014 9:21 27.535 63.60585 869.373
10/20/2014 10:21 27.506 63.53886 869.306
10/20/2014 11:21 27.486 63.49266 869.260
10/20/2014 12:21 27.568 63.68208 869.449
10/20/2014 13:21 27.923 64.50213 870.270
10/20/2014 14:21 28.094 64.89714 870.665
10/20/2014 15:21 28.19 65.1189 870.886
10/20/2014 16:21 28.249 65.25519 871.023
10/20/2014 17:21 28.31 65.3961 871.163
10/20/2014 18:21 27.989 64.65459 870.422
10/20/2014 19:21 27.746 64.09326 869.861
10/20/2014 20:21 27.638 63.84378 869.611
10/20/2014 21:21 27.568 63.68208 869.449
10/20/2014 22:21 27.516 63.56196 869.329
10/20/2014 23:21 27.492 63.50652 869.274
10/21/2014 0:21 27.555 63.65205 869.419
10/21/2014 1:21 27.903 64.45593 870.223
10/21/2014 2:21 28.067 64.83477 870.602
10/21/2014 3:21 28.16 65.0496 870.817
10/21/2014 4:21 28.214 65.17434 870.942
10/21/2014 5:21 28.084 64.87404 870.641
10/21/2014 6:21 27.775 64.16025 869.928
10/21/2014 7:21 27.639 63.84609 869.613
10/21/2014 8:21 27.558 63.65898 869.426
10/21/2014 9:21 27.508 63.54348 869.311
10/21/2014 10:21 27.479 63.47649 869.244
10/21/2014 11:21 27.462 63.43722 869.205
10/21/2014 12:21 27.732 64.06092 869.828
10/21/2014 13:21 27.989 64.65459 870.422
10/21/2014 14:21 28.121 64.95951 870.727
10/21/2014 15:21 28.209 65.16279 870.930
10/21/2014 16:21 28.263 65.28753 871.055
10/21/2014 17:21 28.332 65.44692 871.214
10/21/2014 18:21 27.933 64.52523 870.293
10/21/2014 19:21 27.734 64.06554 869.833
10/21/2014 20:21 27.633 63.83223 869.600
10/21/2014 21:21 27.57 63.6867 869.454
10/21/2014 22:21 27.531 63.59661 869.364
10/21/2014 23:21 27.508 63.54348 869.311
10/22/2014 0:21 27.611 63.78141 869.549
10/22/2014 1:21 27.944 64.55064 870.318
10/22/2014 2:21 28.104 64.92024 870.688
10/22/2014 3:21 28.194 65.12814 870.896
10/22/2014 4:21 28.251 65.25981 871.027
10/22/2014 5:21 28.091 64.89021 870.658
10/22/2014 6:21 27.797 64.21107 869.978
10/22/2014 7:21 27.668 63.91308 869.680
10/22/2014 8:21 27.599 63.75369 869.521
10/22/2014 9:21 27.553 63.64743 869.415
10/22/2014 10:21 27.528 63.58968 869.357
10/22/2014 11:21 27.509 63.54579 869.313
10/22/2014 12:21 27.9 64.449 870.216
AET Project No. 03-05081 Page E7 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
10/22/2014 13:21 28.099 64.90869 870.676
10/22/2014 14:21 28.214 65.17434 870.942
10/22/2014 15:21 28.288 65.34528 871.113
10/22/2014 16:21 28.331 65.44461 871.212
10/22/2014 17:21 27.955 64.57605 870.343
10/22/2014 18:21 27.78 64.1718 869.939
10/22/2014 19:21 27.687 63.95697 869.724
10/22/2014 20:21 27.629 63.82299 869.590
10/22/2014 21:21 27.589 63.73059 869.498
10/22/2014 22:21 27.567 63.67977 869.447
10/22/2014 23:21 27.557 63.65667 869.424
10/23/2014 0:21 27.545 63.62895 869.396
10/23/2014 1:21 27.658 63.88998 869.657
10/23/2014 2:21 28.001 64.68231 870.450
10/23/2014 3:21 28.172 65.07732 870.845
10/23/2014 4:21 28.266 65.29446 871.062
10/23/2014 5:21 28.324 65.42844 871.196
10/23/2014 6:21 28.057 64.81167 870.579
10/23/2014 7:21 27.83 64.2873 870.055
10/23/2014 8:21 27.715 64.02165 869.789
10/23/2014 9:21 27.648 63.86688 869.634
10/23/2014 10:21 27.604 63.76524 869.533
10/23/2014 11:21 27.533 63.60123 869.369
10/23/2014 12:21 27.869 64.37739 870.145
10/23/2014 13:21 28.101 64.91331 870.681
10/23/2014 14:21 28.222 65.19282 870.960
10/23/2014 15:21 28.302 65.37762 871.145
10/23/2014 16:21 28.349 65.48619 871.254
10/23/2014 17:21 28.407 65.62017 871.388
10/23/2014 18:21 28.003 64.68693 870.454
10/23/2014 19:21 27.802 64.22262 869.990
10/23/2014 20:21 27.7 63.987 869.754
10/23/2014 21:21 27.639 63.84609 869.613
10/23/2014 22:21 27.602 63.76062 869.528
10/23/2014 23:21 27.58 63.7098 869.477
10/24/2014 0:21 27.585 63.72135 869.489
10/24/2014 1:21 27.96 64.5876 870.355
10/24/2014 2:21 28.146 65.01726 870.785
10/24/2014 3:21 28.249 65.25519 871.023
10/24/2014 4:21 28.319 65.41689 871.184
10/24/2014 5:21 28.363 65.51853 871.286
10/24/2014 6:21 28.106 64.92486 870.692
10/24/2014 7:21 27.873 64.38663 870.154
10/24/2014 8:21 27.753 64.10943 869.877
10/24/2014 9:21 27.683 63.94773 869.715
10/24/2014 10:21 27.639 63.84609 869.613
10/24/2014 11:21 27.617 63.79527 869.563
10/24/2014 12:21 27.705 63.99855 869.766
10/24/2014 13:21 28.047 64.78857 870.556
10/24/2014 14:21 28.211 65.16741 870.935
10/24/2014 15:21 28.303 65.37993 871.147
10/24/2014 16:21 28.356 65.50236 871.270
10/24/2014 17:21 28.346 65.47926 871.247
10/24/2014 18:21 27.966 64.60146 870.369
10/24/2014 19:21 27.8 64.218 869.985
10/24/2014 20:21 27.709 64.00779 869.775
10/24/2014 21:21 27.65 63.8715 869.639
10/24/2014 22:21 27.611 63.78141 869.549
AET Project No. 03-05081 Page E8 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
10/24/2014 23:21 27.582 63.71442 869.482
10/25/2014 0:21 27.56 63.6636 869.431
10/25/2014 1:21 27.543 63.62433 869.392
10/25/2014 2:21 27.528 63.58968 869.357
10/25/2014 3:21 27.516 63.56196 869.329
10/25/2014 4:21 27.511 63.55041 869.318
10/25/2014 5:21 27.501 63.52731 869.295
10/25/2014 6:21 27.496 63.51576 869.283
10/25/2014 7:21 27.491 63.50421 869.272
10/25/2014 8:21 27.477 63.47187 869.239
10/25/2014 9:21 27.467 63.44877 869.216
10/25/2014 10:21 27.46 63.4326 869.200
10/25/2014 11:21 27.453 63.41643 869.184
10/25/2014 12:21 27.448 63.40488 869.172
10/25/2014 13:21 27.452 63.41412 869.182
10/25/2014 14:21 27.453 63.41643 869.184
10/25/2014 15:21 27.455 63.42105 869.188
10/25/2014 16:21 27.462 63.43722 869.205
10/25/2014 17:21 27.462 63.43722 869.205
10/25/2014 18:21 27.462 63.43722 869.205
10/25/2014 19:21 27.66 63.8946 869.662
10/25/2014 20:21 27.954 64.57374 870.341
10/25/2014 21:21 28.102 64.91562 870.683
10/25/2014 22:21 28.184 65.10504 870.872
10/25/2014 23:21 27.996 64.67076 870.438
10/26/2014 0:21 27.754 64.11174 869.879
10/26/2014 1:21 27.644 63.85764 869.625
10/26/2014 2:21 27.584 63.71904 869.486
10/26/2014 3:21 27.55 63.6405 869.408
10/26/2014 4:21 27.536 63.60816 869.376
10/26/2014 5:21 27.526 63.58506 869.352
10/26/2014 6:21 27.516 63.56196 869.329
10/26/2014 7:21 27.509 63.54579 869.313
10/26/2014 8:21 27.513 63.55503 869.322
10/26/2014 9:21 27.508 63.54348 869.311
10/26/2014 10:21 27.511 63.55041 869.318
10/26/2014 11:21 27.518 63.56658 869.334
10/26/2014 12:21 27.524 63.58044 869.348
10/26/2014 13:21 27.538 63.61278 869.380
10/26/2014 14:21 27.55 63.6405 869.408
10/26/2014 15:21 27.562 63.66822 869.436
10/26/2014 16:21 27.573 63.69363 869.461
10/26/2014 17:21 27.585 63.72135 869.489
10/26/2014 18:21 27.59 63.7329 869.500
10/26/2014 19:21 27.59 63.7329 869.500
10/26/2014 20:21 27.587 63.72597 869.493
10/26/2014 21:21 27.582 63.71442 869.482
10/26/2014 22:21 27.582 63.71442 869.482
10/26/2014 23:21 27.582 63.71442 869.482
10/27/2014 0:21 27.766 64.13946 869.907
10/27/2014 1:21 28.075 64.85325 870.621
10/27/2014 2:21 28.238 65.22978 870.997
10/27/2014 3:21 28.334 65.45154 871.219
10/27/2014 4:21 28.391 65.58321 871.351
10/27/2014 5:21 28.452 65.72412 871.492
10/27/2014 6:21 28.058 64.81398 870.581
10/27/2014 7:21 27.866 64.37046 870.138
10/27/2014 8:21 27.764 64.13484 869.902
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MWUMore
10/27/2014 9:21 27.707 64.00317 869.771
10/27/2014 10:21 27.67 63.9177 869.685
10/27/2014 11:21 27.641 63.85071 869.618
10/27/2014 12:21 27.868 64.37508 870.142
10/27/2014 13:21 28.131 64.98261 870.750
10/27/2014 14:21 28.263 65.28753 871.055
10/27/2014 15:21 28.332 65.44692 871.214
10/27/2014 16:21 28.378 65.55318 871.321
10/27/2014 17:21 28.234 65.22054 870.988
10/27/2014 18:21 27.917 64.48827 870.256
10/27/2014 19:21 27.771 64.15101 869.918
10/27/2014 20:21 27.68 63.9408 869.708
10/27/2014 21:21 27.616 63.79296 869.560
10/27/2014 22:21 27.577 63.70287 869.470
10/27/2014 23:21 27.551 63.64281 869.410
10/28/2014 0:21 27.737 64.07247 869.840
10/28/2014 1:21 28.025 64.73775 870.505
10/28/2014 2:21 28.167 65.06577 870.833
10/28/2014 3:21 28.251 65.25981 871.027
10/28/2014 4:21 28.305 65.38455 871.152
10/28/2014 5:21 28.339 65.46309 871.230
10/28/2014 6:21 28.131 64.98261 870.750
10/28/2014 7:21 27.857 64.34967 870.117
10/28/2014 8:21 27.726 64.04706 869.814
10/28/2014 9:21 27.646 63.86226 869.630
10/28/2014 10:21 27.597 63.74907 869.516
10/28/2014 11:21 27.508 63.54348 869.311
10/28/2014 12:21 27.862 64.36122 870.129
10/28/2014 13:21 28.077 64.85787 870.625
10/28/2014 14:21 28.187 65.11197 870.879
10/28/2014 15:21 28.251 65.25981 871.027
10/28/2014 16:21 28.285 65.33835 871.106
10/28/2014 17:21 28.305 65.38455 871.152
10/28/2014 18:21 28.031 64.75161 870.519
10/28/2014 19:21 27.78 64.1718 869.939
10/28/2014 20:21 27.655 63.88305 869.650
10/28/2014 21:21 27.58 63.7098 869.477
10/28/2014 22:21 27.538 63.61278 869.380
10/28/2014 23:21 27.511 63.55041 869.318
10/29/2014 0:21 27.575 63.69825 869.466
10/29/2014 1:21 27.92 64.4952 870.263
10/29/2014 2:21 28.077 64.85787 870.625
10/29/2014 3:21 28.163 65.05653 870.824
10/29/2014 4:21 28.222 65.19282 870.960
10/29/2014 5:21 28.254 65.26674 871.034
10/29/2014 6:21 28.239 65.23209 870.999
10/29/2014 7:21 27.859 64.35429 870.122
10/29/2014 8:21 27.683 63.94773 869.715
10/29/2014 9:21 27.587 63.72597 869.493
10/29/2014 10:21 27.53 63.5943 869.362
10/29/2014 11:21 27.494 63.51114 869.279
10/29/2014 12:21 27.594 63.74214 869.510
10/29/2014 13:21 27.925 64.50675 870.274
10/29/2014 14:21 28.085 64.87635 870.644
10/29/2014 15:21 28.178 65.09118 870.859
10/29/2014 16:21 28.238 65.22978 870.997
10/29/2014 17:21 28.283 65.33373 871.101
10/29/2014 18:21 28.047 64.78857 870.556
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
10/29/2014 19:21 27.793 64.20183 869.969
10/29/2014 20:21 27.673 63.92463 869.692
10/29/2014 21:21 27.609 63.77679 869.544
10/29/2014 22:21 27.57 63.6867 869.454
10/29/2014 23:21 27.545 63.62895 869.396
10/30/2014 0:21 27.742 64.08402 869.851
10/30/2014 1:21 28.023 64.73313 870.501
10/30/2014 2:21 28.163 65.05653 870.824
10/30/2014 3:21 28.248 65.25288 871.020
10/30/2014 4:21 28.302 65.37762 871.145
10/30/2014 5:21 28.337 65.45847 871.226
10/30/2014 6:21 28.361 65.51391 871.281
10/30/2014 7:21 28.072 64.84632 870.614
10/30/2014 8:21 27.834 64.29654 870.064
10/30/2014 9:21 27.712 64.01472 869.782
10/30/2014 10:21 27.641 63.85071 869.618
10/30/2014 11:21 27.59 63.7329 869.500
10/30/2014 12:21 27.79 64.1949 869.962
10/30/2014 13:21 28.048 64.79088 870.558
10/30/2014 14:21 28.177 65.08887 870.856
10/30/2014 15:21 28.251 65.25981 871.027
10/30/2014 16:21 28.295 65.36145 871.129
10/30/2014 17:21 28.319 65.41689 871.184
10/30/2014 18:21 28.165 65.06115 870.829
10/30/2014 19:21 27.84 64.3104 870.078
10/30/2014 20:21 27.685 63.95235 869.720
10/30/2014 21:21 27.599 63.75369 869.521
10/30/2014 22:21 27.536 63.60816 869.376
10/30/2014 23:21 27.491 63.50421 869.272
10/31/2014 0:21 27.631 63.82761 869.595
10/31/2014 1:21 27.923 64.50213 870.270
10/31/2014 2:21 28.062 64.82322 870.591
10/31/2014 3:21 28.135 64.99185 870.759
10/31/2014 4:21 28.185 65.10735 870.875
10/31/2014 5:21 28.212 65.16972 870.937
10/31/2014 6:21 28.233 65.21823 870.986
10/31/2014 7:21 28.17 65.0727 870.840
10/31/2014 8:21 27.808 64.23648 870.004
10/31/2014 9:21 27.641 63.85071 869.618
10/31/2014 10:21 27.553 63.64743 869.415
10/31/2014 11:21 27.501 63.52731 869.295
10/31/2014 12:21 27.467 63.44877 869.216
10/31/2014 13:21 27.455 63.42105 869.188
10/31/2014 14:21 27.452 63.41412 869.182
10/31/2014 15:21 27.448 63.40488 869.172
10/31/2014 16:21 27.438 63.38178 869.149
10/31/2014 17:21 27.438 63.38178 869.149
10/31/2014 18:21 27.435 63.37485 869.142
10/31/2014 19:21 27.437 63.37947 869.147
10/31/2014 20:21 27.433 63.37023 869.138
10/31/2014 21:21 27.44 63.3864 869.154
10/31/2014 22:21 27.438 63.38178 869.149
10/31/2014 23:21 27.44 63.3864 869.154
11/1/2014 0:21 27.445 63.39795 869.165
11/1/2014 1:21 27.558 63.65898 869.426
11/1/2014 2:21 27.905 64.46055 870.228
11/1/2014 3:21 28.075 64.85325 870.621
11/1/2014 4:21 28.175 65.08425 870.852
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Groundwater Data Processing 20150310
MWUMore
11/1/2014 5:21 28.238 65.22978 870.997
11/1/2014 6:21 28.278 65.32218 871.090
11/1/2014 7:21 28.305 65.38455 871.152
11/1/2014 8:21 28.327 65.43537 871.203
11/1/2014 9:21 28.344 65.47464 871.242
11/1/2014 10:21 28.085 64.87635 870.644
11/1/2014 11:21 27.837 64.30347 870.071
11/1/2014 12:21 27.719 64.03089 869.798
11/1/2014 13:21 27.656 63.88536 869.653
11/1/2014 14:21 27.621 63.80451 869.572
11/1/2014 15:21 27.602 63.76062 869.528
11/1/2014 16:21 27.538 63.61278 869.380
11/1/2014 17:21 27.92 64.4952 870.263
11/1/2014 18:21 28.138 64.99878 870.766
11/1/2014 19:21 28.256 65.27136 871.039
11/1/2014 20:21 28.327 65.43537 871.203
11/1/2014 21:21 28.378 65.55318 871.321
11/1/2014 22:21 28.243 65.24133 871.009
11/1/2014 23:21 27.942 64.54602 870.313
11/2/2014 0:21 27.8 64.218 869.985
11/2/2014 1:21 27.722 64.03782 869.805
11/2/2014 2:21 27.677 63.93387 869.701
11/2/2014 3:21 27.646 63.86226 869.630
11/2/2014 4:21 27.628 63.82068 869.588
11/2/2014 5:21 27.621 63.80451 869.572
11/2/2014 6:21 27.7 63.987 869.754
11/2/2014 7:21 28.053 64.80243 870.570
11/2/2014 8:21 28.224 65.19744 870.965
11/2/2014 9:21 28.32 65.4192 871.187
11/2/2014 10:21 28.378 65.55318 871.321
11/2/2014 11:21 28.402 65.60862 871.376
11/2/2014 12:21 28.028 64.74468 870.512
11/2/2014 13:21 27.868 64.37508 870.142
11/2/2014 14:21 27.785 64.18335 869.951
11/2/2014 15:21 27.741 64.08171 869.849
11/2/2014 16:21 27.7 63.987 869.754
11/2/2014 17:21 27.682 63.94542 869.713
11/2/2014 18:21 27.661 63.89691 869.664
11/2/2014 19:21 27.844 64.31964 870.087
11/2/2014 20:21 28.124 64.96644 870.734
11/2/2014 21:21 28.265 65.29215 871.060
11/2/2014 22:21 28.346 65.47926 871.247
11/2/2014 23:21 28.395 65.59245 871.360
11/3/2014 0:21 28.303 65.37993 871.147
11/3/2014 1:21 27.986 64.64766 870.415
11/3/2014 2:21 27.842 64.31502 870.082
11/3/2014 3:21 27.766 64.13946 869.907
11/3/2014 4:21 27.72 64.0332 869.801
11/3/2014 5:21 27.688 63.95928 869.727
11/3/2014 6:21 27.665 63.90615 869.674
11/3/2014 7:21 27.651 63.87381 869.641
11/3/2014 8:21 27.636 63.83916 869.607
11/3/2014 9:21 27.628 63.82068 869.588
11/3/2014 10:21 27.609 63.77679 869.544
11/3/2014 11:21 27.611 63.78141 869.549
11/3/2014 12:21 27.611 63.78141 869.549
11/3/2014 13:21 27.607 63.77217 869.540
11/3/2014 14:21 27.612 63.78372 869.551
AET Project No. 03-05081 Page E12 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
11/3/2014 15:21 27.808 64.23648 870.004
11/3/2014 16:21 28.099 64.90869 870.676
11/3/2014 17:21 28.241 65.23671 871.004
11/3/2014 18:21 28.317 65.41227 871.180
11/3/2014 19:21 28.368 65.53008 871.297
11/3/2014 20:21 28.407 65.62017 871.388
11/3/2014 21:21 28.454 65.72874 871.496
11/3/2014 22:21 28.055 64.80705 870.574
11/3/2014 23:21 27.859 64.35429 870.122
11/4/2014 0:21 27.754 64.11174 869.879
11/4/2014 1:21 27.688 63.95928 869.727
11/4/2014 2:21 27.644 63.85764 869.625
11/4/2014 3:21 27.612 63.78372 869.551
11/4/2014 4:21 27.59 63.7329 869.500
11/4/2014 5:21 27.57 63.6867 869.454
11/4/2014 6:21 27.6 63.756 869.523
11/4/2014 7:21 27.964 64.59684 870.364
11/4/2014 8:21 28.138 64.99878 870.766
11/4/2014 9:21 28.234 65.22054 870.988
11/4/2014 10:21 28.293 65.35683 871.124
11/4/2014 11:21 28.329 65.43999 871.207
11/4/2014 12:21 28.361 65.51391 871.281
11/4/2014 13:21 28.393 65.58783 871.355
11/4/2014 14:21 28.422 65.65482 871.422
11/4/2014 15:21 28.437 65.68947 871.457
11/4/2014 16:21 28.437 65.68947 871.457
11/4/2014 17:21 28.43 65.6733 871.441
11/4/2014 18:21 28.423 65.65713 871.425
11/4/2014 19:21 28.418 65.64558 871.413
11/4/2014 20:21 28.417 65.64327 871.411
11/4/2014 21:21 28.418 65.64558 871.413
11/4/2014 22:21 28.417 65.64327 871.411
11/4/2014 23:21 28.413 65.63403 871.401
11/5/2014 0:21 28.413 65.63403 871.401
11/5/2014 1:21 28.413 65.63403 871.401
11/5/2014 2:21 28.423 65.65713 871.425
11/5/2014 3:21 28.43 65.6733 871.441
11/5/2014 4:21 28.435 65.68485 871.452
11/5/2014 5:21 28.44 65.6964 871.464
11/5/2014 6:21 28.444 65.70564 871.473
11/5/2014 7:21 28.447 65.71257 871.480
11/5/2014 8:21 28.451 65.72181 871.489
11/5/2014 9:21 28.451 65.72181 871.489
11/5/2014 10:21 28.459 65.74029 871.508
11/5/2014 11:21 28.385 65.56935 871.337
11/5/2014 12:21 28.374 65.54394 871.311
11/5/2014 13:21 28.442 65.70102 871.468
11/5/2014 14:21 28.476 65.77956 871.547
11/5/2014 15:21 28.496 65.82576 871.593
11/5/2014 16:21 28.506 65.84886 871.616
11/5/2014 17:21 28.508 65.85348 871.621
11/5/2014 18:21 28.506 65.84886 871.616
11/5/2014 19:21 28.503 65.84193 871.609
11/5/2014 20:21 28.498 65.83038 871.598
11/5/2014 21:21 28.491 65.81421 871.582
11/5/2014 22:21 28.484 65.79804 871.565
11/5/2014 23:21 28.478 65.78418 871.552
11/6/2014 0:21 28.469 65.76339 871.531
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
11/6/2014 1:21 28.459 65.74029 871.508
11/6/2014 2:21 28.449 65.71719 871.485
11/6/2014 3:21 28.442 65.70102 871.468
11/6/2014 4:21 28.434 65.68254 871.450
11/6/2014 5:21 28.427 65.66637 871.434
11/6/2014 6:21 28.418 65.64558 871.413
11/6/2014 7:21 28.412 65.63172 871.399
11/6/2014 8:21 28.402 65.60862 871.376
11/6/2014 9:21 28.395 65.59245 871.360
11/6/2014 10:21 28.386 65.57166 871.339
11/6/2014 11:21 28.385 65.56935 871.337
11/6/2014 12:21 28.383 65.56473 871.332
11/6/2014 13:21 28.388 65.57628 871.344
11/6/2014 14:21 28.391 65.58321 871.351
11/6/2014 15:21 28.402 65.60862 871.376
11/6/2014 16:21 28.407 65.62017 871.388
11/6/2014 17:21 28.413 65.63403 871.401
11/6/2014 18:21 28.41 65.6271 871.394
11/6/2014 19:21 28.415 65.63865 871.406
11/6/2014 20:21 28.417 65.64327 871.411
11/6/2014 21:21 28.425 65.66175 871.429
11/6/2014 22:21 28.429 65.67099 871.438
11/6/2014 23:21 28.44 65.6964 871.464
11/7/2014 0:21 28.44 65.6964 871.464
11/7/2014 1:21 28.457 65.73567 871.503
11/7/2014 2:21 28.469 65.76339 871.531
11/7/2014 3:21 28.483 65.79573 871.563
11/7/2014 4:21 28.498 65.83038 871.598
11/7/2014 5:21 28.51 65.8581 871.625
11/7/2014 6:21 28.532 65.90892 871.676
11/7/2014 7:21 28.547 65.94357 871.711
11/7/2014 8:21 28.554 65.95974 871.727
11/7/2014 9:21 28.559 65.97129 871.739
11/7/2014 10:21 28.567 65.98977 871.757
11/7/2014 11:21 28.577 66.01287 871.780
11/7/2014 12:21 28.589 66.04059 871.808
11/7/2014 13:21 28.604 66.07524 871.843
11/7/2014 14:21 28.623 66.11913 871.887
11/7/2014 15:21 28.645 66.16995 871.937
11/7/2014 16:21 28.645 66.16995 871.937
11/7/2014 17:21 28.643 66.16533 871.933
11/7/2014 18:21 28.645 66.16995 871.937
11/7/2014 19:21 28.638 66.15378 871.921
11/7/2014 20:21 28.638 66.15378 871.921
11/7/2014 21:21 28.635 66.14685 871.914
11/7/2014 22:21 28.625 66.12375 871.891
11/7/2014 23:21 28.608 66.08448 871.852
11/8/2014 0:21 28.586 66.03366 871.801
11/8/2014 1:21 28.564 65.98284 871.750
11/8/2014 2:21 28.552 65.95512 871.723
11/8/2014 3:21 28.537 65.92047 871.688
11/8/2014 4:21 28.527 65.89737 871.665
11/8/2014 5:21 28.52 65.8812 871.649
11/8/2014 6:21 28.511 65.86041 871.628
11/8/2014 7:21 28.503 65.84193 871.609
11/8/2014 8:21 28.488 65.80728 871.575
11/8/2014 9:21 28.479 65.78649 871.554
11/8/2014 10:21 28.471 65.76801 871.535
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
11/8/2014 11:21 28.466 65.75646 871.524
11/8/2014 12:21 28.466 65.75646 871.524
11/8/2014 13:21 28.484 65.79804 871.565
11/8/2014 14:21 28.498 65.83038 871.598
11/8/2014 15:21 28.503 65.84193 871.609
11/8/2014 16:21 28.513 65.86503 871.632
11/8/2014 17:21 28.52 65.8812 871.649
11/8/2014 18:21 28.525 65.89275 871.660
11/8/2014 19:21 28.532 65.90892 871.676
11/8/2014 20:21 28.537 65.92047 871.688
11/8/2014 21:21 28.544 65.93664 871.704
11/8/2014 22:21 28.549 65.94819 871.716
11/8/2014 23:21 28.554 65.95974 871.727
11/9/2014 0:21 28.56 65.9736 871.741
11/9/2014 1:21 28.571 65.99901 871.766
11/9/2014 2:21 28.581 66.02211 871.789
11/9/2014 3:21 28.589 66.04059 871.808
11/9/2014 4:21 28.598 66.06138 871.829
11/9/2014 5:21 28.604 66.07524 871.843
11/9/2014 6:21 28.606 66.07986 871.847
11/9/2014 7:21 28.604 66.07524 871.843
11/9/2014 8:21 28.599 66.06369 871.831
11/9/2014 9:21 28.592 66.04752 871.815
11/9/2014 10:21 28.586 66.03366 871.801
11/9/2014 11:21 28.576 66.01056 871.778
11/9/2014 12:21 28.571 65.99901 871.766
11/9/2014 13:21 28.565 65.98515 871.753
11/9/2014 14:21 28.567 65.98977 871.757
11/9/2014 15:21 28.565 65.98515 871.753
11/9/2014 16:21 28.564 65.98284 871.750
11/9/2014 17:21 28.559 65.97129 871.739
11/9/2014 18:21 28.557 65.96667 871.734
11/9/2014 19:21 28.545 65.93895 871.706
11/9/2014 20:21 28.552 65.95512 871.723
11/9/2014 21:21 28.55 65.9505 871.718
11/9/2014 22:21 28.547 65.94357 871.711
11/9/2014 23:21 28.542 65.93202 871.699
11/10/2014 0:21 28.538 65.92278 871.690
11/10/2014 1:21 28.54 65.9274 871.695
11/10/2014 2:21 28.547 65.94357 871.711
11/10/2014 3:21 28.552 65.95512 871.723
11/10/2014 4:21 28.56 65.9736 871.741
11/10/2014 5:21 28.574 66.00594 871.773
11/10/2014 6:21 28.584 66.02904 871.796
11/10/2014 7:21 28.594 66.05214 871.820
11/10/2014 8:21 28.611 66.09141 871.859
11/10/2014 9:21 28.614 66.09834 871.866
11/10/2014 10:21 28.609 66.08679 871.854
11/10/2014 11:21 28.616 66.10296 871.870
11/10/2014 12:21 28.62 66.1122 871.880
11/10/2014 13:21 28.621 66.11451 871.882
11/10/2014 14:21 28.621 66.11451 871.882
11/10/2014 15:21 28.611 66.09141 871.859
11/10/2014 16:21 28.596 66.05676 871.824
11/10/2014 17:21 28.584 66.02904 871.796
11/10/2014 18:21 28.562 65.97822 871.746
11/10/2014 19:21 28.545 65.93895 871.706
11/10/2014 20:21 28.532 65.90892 871.676
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
11/10/2014 21:21 28.528 65.89968 871.667
11/10/2014 22:21 28.506 65.84886 871.616
11/10/2014 23:21 28.503 65.84193 871.609
11/11/2014 0:21 28.491 65.81421 871.582
11/11/2014 1:21 28.498 65.83038 871.598
11/11/2014 2:21 28.488 65.80728 871.575
11/11/2014 3:21 28.479 65.78649 871.554
11/11/2014 4:21 28.479 65.78649 871.554
11/11/2014 5:21 28.474 65.77494 871.542
11/11/2014 6:21 28.472 65.77032 871.538
11/11/2014 7:21 28.471 65.76801 871.535
11/11/2014 8:21 28.466 65.75646 871.524
11/11/2014 9:21 28.461 65.74491 871.512
11/11/2014 10:21 28.457 65.73567 871.503
11/11/2014 11:21 28.452 65.72412 871.492
11/11/2014 12:21 28.452 65.72412 871.492
11/11/2014 13:21 28.452 65.72412 871.492
11/11/2014 14:21 28.452 65.72412 871.492
11/11/2014 15:21 28.449 65.71719 871.485
11/11/2014 16:21 28.444 65.70564 871.473
11/11/2014 17:21 28.437 65.68947 871.457
11/11/2014 18:21 28.432 65.67792 871.445
11/11/2014 19:21 28.432 65.67792 871.445
11/11/2014 20:21 28.429 65.67099 871.438
11/11/2014 21:21 28.427 65.66637 871.434
11/11/2014 22:21 28.429 65.67099 871.438
11/11/2014 23:21 28.432 65.67792 871.445
11/12/2014 0:21 28.435 65.68485 871.452
11/12/2014 1:21 28.437 65.68947 871.457
11/12/2014 2:21 28.437 65.68947 871.457
11/12/2014 3:21 28.437 65.68947 871.457
11/12/2014 4:21 28.444 65.70564 871.473
11/12/2014 5:21 28.451 65.72181 871.489
11/12/2014 6:21 28.452 65.72412 871.492
11/12/2014 7:21 28.454 65.72874 871.496
11/12/2014 8:21 28.461 65.74491 871.512
11/12/2014 9:21 28.462 65.74722 871.515
11/12/2014 10:21 28.462 65.74722 871.515
11/12/2014 11:21 28.467 65.75877 871.526
11/12/2014 12:21 28.466 65.75646 871.524
11/12/2014 13:21 28.471 65.76801 871.535
11/12/2014 14:21 28.474 65.77494 871.542
11/12/2014 15:21 28.479 65.78649 871.554
11/12/2014 16:21 28.481 65.79111 871.558
11/12/2014 17:21 28.479 65.78649 871.554
11/12/2014 18:21 28.481 65.79111 871.558
11/12/2014 19:21 28.479 65.78649 871.554
11/12/2014 20:21 28.476 65.77956 871.547
11/12/2014 21:21 28.481 65.79111 871.558
11/12/2014 22:21 28.484 65.79804 871.565
11/12/2014 23:21 28.484 65.79804 871.565
11/13/2014 0:21 28.488 65.80728 871.575
11/13/2014 1:21 28.489 65.80959 871.577
11/13/2014 2:21 28.489 65.80959 871.577
11/13/2014 3:21 28.488 65.80728 871.575
11/13/2014 4:21 28.488 65.80728 871.575
11/13/2014 5:21 28.488 65.80728 871.575
11/13/2014 6:21 28.489 65.80959 871.577
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11/13/2014 9:21 28.488 65.80728 871.575
11/13/2014 10:21 28.385 65.56935 871.337
11/13/2014 11:21 28.427 65.66637 871.434
11/13/2014 12:21 28.459 65.74029 871.508
11/13/2014 13:21 28.479 65.78649 871.554
11/13/2014 14:21 28.494 65.82114 871.589
11/13/2014 15:21 28.505 65.84655 871.614
11/13/2014 16:21 28.51 65.8581 871.625
11/13/2014 17:21 28.511 65.86041 871.628
11/13/2014 18:21 28.513 65.86503 871.632
11/13/2014 19:21 28.508 65.85348 871.621
11/13/2014 20:21 28.506 65.84886 871.616
11/13/2014 21:21 28.508 65.85348 871.621
11/13/2014 22:21 28.51 65.8581 871.625
11/13/2014 23:21 28.511 65.86041 871.628
11/14/2014 0:21 28.511 65.86041 871.628
11/14/2014 1:21 28.511 65.86041 871.628
11/14/2014 2:21 28.515 65.86965 871.637
11/14/2014 3:21 28.515 65.86965 871.637
11/14/2014 4:21 28.516 65.87196 871.639
11/14/2014 5:21 28.516 65.87196 871.639
11/14/2014 6:21 28.515 65.86965 871.637
11/14/2014 7:21 28.518 65.87658 871.644
11/14/2014 8:21 28.518 65.87658 871.644
11/14/2014 9:21 28.52 65.8812 871.649
11/14/2014 10:21 28.52 65.8812 871.649
11/14/2014 11:21 28.521 65.88351 871.651
11/14/2014 12:21 28.521 65.88351 871.651
11/14/2014 13:21 28.532 65.90892 871.676
11/14/2014 14:21 28.537 65.92047 871.688
11/14/2014 15:21 28.543 65.93433 871.702
11/14/2014 16:21 28.547 65.94357 871.711
11/14/2014 17:21 28.549 65.94819 871.716
11/14/2014 18:21 28.545 65.93895 871.706
11/14/2014 19:21 28.549 65.94819 871.716
11/14/2014 20:21 28.545 65.93895 871.706
11/14/2014 21:21 28.545 65.93895 871.706
11/14/2014 22:21 28.547 65.94357 871.711
11/14/2014 23:21 28.55 65.9505 871.718
11/15/2014 0:21 28.552 65.95512 871.722
11/15/2014 1:21 28.555 65.96205 871.729
11/15/2014 2:21 28.559 65.97129 871.739
11/15/2014 3:21 28.555 65.96205 871.729
11/15/2014 4:21 28.552 65.95512 871.722
11/15/2014 5:21 28.557 65.96667 871.734
11/15/2014 6:21 28.56 65.9736 871.741
11/15/2014 7:21 28.562 65.97822 871.746
11/15/2014 8:21 28.562 65.97822 871.746
11/15/2014 9:21 28.56 65.9736 871.741
11/15/2014 10:21 28.55 65.9505 871.718
11/15/2014 11:21 28.555 65.96205 871.729
11/15/2014 12:21 28.562 65.97822 871.746
11/15/2014 13:21 28.572 66.00132 871.769
11/15/2014 14:21 28.584 66.02904 871.796
11/15/2014 15:21 28.594 66.05214 871.820
11/15/2014 16:21 28.601 66.06831 871.836
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
11/15/2014 17:21 28.601 66.06831 871.836
11/15/2014 18:21 28.609 66.08679 871.854
11/15/2014 19:21 28.611 66.09141 871.859
11/15/2014 20:21 28.604 66.07524 871.843
11/15/2014 21:21 28.614 66.09834 871.866
11/15/2014 22:21 28.618 66.10758 871.875
11/15/2014 23:21 28.621 66.11451 871.882
11/16/2014 0:21 28.626 66.12606 871.893
11/16/2014 1:21 28.633 66.14223 871.910
11/16/2014 2:21 28.647 66.17457 871.942
11/16/2014 3:21 28.652 66.18612 871.953
11/16/2014 4:21 28.657 66.19767 871.965
11/16/2014 5:21 28.657 66.19767 871.965
11/16/2014 6:21 28.657 66.19767 871.965
11/16/2014 7:21 28.652 66.18612 871.953
11/16/2014 8:21 28.648 66.17688 871.944
11/16/2014 9:21 28.65 66.1815 871.949
11/16/2014 10:21 28.647 66.17457 871.942
11/16/2014 11:21 28.662 66.20922 871.977
11/16/2014 12:21 28.67 66.2277 871.995
11/16/2014 13:21 28.674 66.23694 872.004
11/16/2014 14:21 28.679 66.24849 872.016
11/16/2014 15:21 28.689 66.27159 872.039
11/16/2014 16:21 28.685 66.26235 872.030
11/16/2014 17:21 28.67 66.2277 871.995
11/16/2014 18:21 28.669 66.22539 871.993
11/16/2014 19:21 28.663 66.21153 871.979
11/16/2014 20:21 28.662 66.20922 871.977
11/16/2014 21:21 28.657 66.19767 871.965
11/16/2014 22:21 28.653 66.18843 871.956
11/16/2014 23:21 28.652 66.18612 871.953
11/17/2014 0:21 28.65 66.1815 871.949
11/17/2014 1:21 28.648 66.17688 871.944
11/17/2014 2:21 28.647 66.17457 871.942
11/17/2014 3:21 28.647 66.17457 871.942
11/17/2014 4:21 28.64 66.1584 871.926
11/17/2014 5:21 28.638 66.15378 871.921
11/17/2014 6:21 28.633 66.14223 871.910
11/17/2014 7:21 28.63 66.1353 871.903
11/17/2014 8:21 28.628 66.13068 871.898
11/17/2014 9:21 28.623 66.11913 871.887
11/17/2014 10:21 28.623 66.11913 871.887
11/17/2014 11:21 28.625 66.12375 871.891
11/17/2014 12:21 28.623 66.11913 871.887
11/17/2014 13:21 28.625 66.12375 871.891
11/17/2014 14:21 28.625 66.12375 871.891
11/17/2014 15:21 28.618 66.10758 871.875
11/17/2014 16:21 28.608 66.08448 871.852
11/17/2014 17:21 28.601 66.06831 871.836
11/17/2014 18:21 28.592 66.04752 871.815
11/17/2014 19:21 28.584 66.02904 871.796
11/17/2014 20:21 28.581 66.02211 871.789
11/17/2014 21:21 28.574 66.00594 871.773
11/17/2014 22:21 28.574 66.00594 871.773
11/17/2014 23:21 28.577 66.01287 871.780
11/18/2014 0:21 28.582 66.02442 871.792
11/18/2014 1:21 28.591 66.04521 871.813
11/18/2014 2:21 28.596 66.05676 871.824
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
11/18/2014 3:21 28.598 66.06138 871.829
11/18/2014 4:21 28.596 66.05676 871.824
11/18/2014 5:21 28.592 66.04752 871.815
11/18/2014 6:21 28.587 66.03597 871.803
11/18/2014 7:21 28.577 66.01287 871.780
11/18/2014 8:21 28.581 66.02211 871.789
11/18/2014 9:21 28.579 66.01749 871.785
11/18/2014 10:21 28.576 66.01056 871.778
11/18/2014 11:21 28.576 66.01056 871.778
11/18/2014 12:21 28.579 66.01749 871.785
11/18/2014 13:21 28.587 66.03597 871.803
11/18/2014 14:21 28.598 66.06138 871.829
11/18/2014 15:21 28.604 66.07524 871.843
11/18/2014 16:21 28.609 66.08679 871.854
11/18/2014 17:21 28.609 66.08679 871.854
11/18/2014 18:21 28.62 66.1122 871.880
11/18/2014 19:21 28.625 66.12375 871.891
11/18/2014 20:21 28.628 66.13068 871.898
11/18/2014 21:21 28.635 66.14685 871.914
11/18/2014 22:21 28.65 66.1815 871.949
11/18/2014 23:21 28.662 66.20922 871.977
11/19/2014 0:21 28.677 66.24387 872.011
11/19/2014 1:21 28.69 66.2739 872.041
11/19/2014 2:21 28.701 66.29931 872.067
11/19/2014 3:21 28.704 66.30624 872.074
11/19/2014 4:21 28.704 66.30624 872.074
11/19/2014 5:21 28.699 66.29469 872.062
11/19/2014 6:21 28.689 66.27159 872.039
11/19/2014 7:21 28.674 66.23694 872.004
11/19/2014 8:21 28.658 66.19998 871.967
11/19/2014 9:21 28.643 66.16533 871.933
11/19/2014 10:21 28.635 66.14685 871.914
11/19/2014 11:21 28.625 66.12375 871.891
11/19/2014 12:21 28.616 66.10296 871.870
11/19/2014 13:21 28.616 66.10296 871.870
11/19/2014 14:21 28.616 66.10296 871.870
11/19/2014 15:21 28.614 66.09834 871.866
11/19/2014 16:21 28.608 66.08448 871.852
11/19/2014 17:21 28.601 66.06831 871.836
11/19/2014 18:21 28.596 66.05676 871.824
11/19/2014 19:21 28.594 66.05214 871.820
11/19/2014 20:21 28.584 66.02904 871.796
11/19/2014 21:21 28.581 66.02211 871.789
11/19/2014 22:21 28.576 66.01056 871.778
11/19/2014 23:21 28.577 66.01287 871.780
11/20/2014 0:21 28.577 66.01287 871.780
11/20/2014 1:21 28.579 66.01749 871.785
11/20/2014 2:21 28.579 66.01749 871.785
11/20/2014 3:21 28.577 66.01287 871.780
11/20/2014 4:21 28.574 66.00594 871.773
11/20/2014 5:21 28.571 65.99901 871.766
11/20/2014 6:21 28.567 65.98977 871.757
11/20/2014 7:21 28.562 65.97822 871.746
11/20/2014 8:21 28.55 65.9505 871.718
11/20/2014 9:21 28.542 65.93202 871.699
11/20/2014 10:21 28.537 65.92047 871.688
11/20/2014 11:21 28.535 65.91585 871.683
11/20/2014 12:21 28.535 65.91585 871.683
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Groundwater Data Processing 20150310
MWUMore
11/20/2014 13:21 28.538 65.92278 871.690
11/20/2014 14:21 28.54 65.9274 871.695
11/20/2014 15:21 28.542 65.93202 871.699
11/20/2014 16:21 28.542 65.93202 871.699
11/20/2014 17:21 28.538 65.92278 871.690
11/20/2014 18:21 28.532 65.90892 871.676
11/20/2014 19:21 28.521 65.88351 871.651
11/20/2014 20:21 28.515 65.86965 871.637
11/20/2014 21:21 28.516 65.87196 871.639
11/20/2014 22:21 28.515 65.86965 871.637
11/20/2014 23:21 28.516 65.87196 871.639
11/21/2014 0:21 28.516 65.87196 871.639
11/21/2014 1:21 28.516 65.87196 871.639
11/21/2014 2:21 28.52 65.8812 871.649
11/21/2014 3:21 28.527 65.89737 871.665
11/21/2014 4:21 28.537 65.92047 871.688
11/21/2014 5:21 28.545 65.93895 871.706
11/21/2014 6:21 28.555 65.96205 871.729
11/21/2014 7:21 28.564 65.98284 871.750
11/21/2014 8:21 28.569 65.99439 871.762
11/21/2014 9:21 28.572 66.00132 871.769
11/21/2014 10:21 28.577 66.01287 871.780
11/21/2014 11:21 28.582 66.02442 871.792
11/21/2014 12:21 28.592 66.04752 871.815
11/21/2014 13:21 28.609 66.08679 871.854
11/21/2014 14:21 28.625 66.12375 871.891
11/21/2014 15:21 28.636 66.14916 871.917
11/21/2014 16:21 28.647 66.17457 871.942
11/21/2014 17:21 28.653 66.18843 871.956
11/21/2014 18:21 28.657 66.19767 871.965
11/21/2014 19:21 28.663 66.21153 871.979
11/21/2014 20:21 28.669 66.22539 871.993
11/21/2014 21:21 28.667 66.22077 871.988
11/21/2014 22:21 28.677 66.24387 872.011
11/21/2014 23:21 28.68 66.2508 872.018
11/22/2014 0:21 28.684 66.26004 872.027
11/22/2014 1:21 28.685 66.26235 872.030
11/22/2014 2:21 28.696 66.28776 872.055
11/22/2014 3:21 28.701 66.29931 872.067
11/22/2014 4:21 28.704 66.30624 872.074
11/22/2014 5:21 28.712 66.32472 872.092
11/22/2014 6:21 28.714 66.32934 872.097
11/22/2014 7:21 28.714 66.32934 872.097
11/22/2014 8:21 28.711 66.32241 872.090
11/22/2014 9:21 28.709 66.31779 872.085
11/22/2014 10:21 28.706 66.31086 872.078
11/22/2014 11:21 28.699 66.29469 872.062
11/22/2014 12:21 28.707 66.31317 872.081
11/22/2014 13:21 28.714 66.32934 872.097
11/22/2014 14:21 28.721 66.34551 872.113
11/22/2014 15:21 28.724 66.35244 872.120
11/22/2014 16:21 28.718 66.33858 872.106
11/22/2014 17:21 28.723 66.35013 872.118
11/22/2014 18:21 28.731 66.36861 872.136
11/22/2014 19:21 28.733 66.37323 872.141
11/22/2014 20:21 28.733 66.37323 872.141
11/22/2014 21:21 28.736 66.38016 872.148
11/22/2014 22:21 28.736 66.38016 872.148
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City of Rosemount
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MWUMore
11/22/2014 23:21 28.745 66.40095 872.168
11/23/2014 0:21 28.748 66.40788 872.175
11/23/2014 1:21 28.75 66.4125 872.180
11/23/2014 2:21 28.755 66.42405 872.191
11/23/2014 3:21 28.76 66.4356 872.203
11/23/2014 4:21 28.763 66.44253 872.210
11/23/2014 5:21 28.767 66.45177 872.219
11/23/2014 6:21 28.763 66.44253 872.210
11/23/2014 7:21 28.763 66.44253 872.210
11/23/2014 8:21 28.746 66.40326 872.171
11/23/2014 9:21 28.741 66.39171 872.159
11/23/2014 10:21 28.736 66.38016 872.148
11/23/2014 11:21 28.736 66.38016 872.148
11/23/2014 12:21 28.738 66.38478 872.152
11/23/2014 13:21 28.741 66.39171 872.159
11/23/2014 14:21 28.745 66.40095 872.168
11/23/2014 15:21 28.748 66.40788 872.175
11/23/2014 16:21 28.748 66.40788 872.175
11/23/2014 17:21 28.745 66.40095 872.168
11/23/2014 18:21 28.734 66.37554 872.143
11/23/2014 19:21 28.731 66.36861 872.136
11/23/2014 20:21 28.731 66.36861 872.136
11/23/2014 21:21 28.733 66.37323 872.141
11/23/2014 22:21 28.734 66.37554 872.143
11/23/2014 23:21 28.733 66.37323 872.141
11/24/2014 0:21 28.733 66.37323 872.141
11/24/2014 1:21 28.734 66.37554 872.143
11/24/2014 2:21 28.739 66.38709 872.154
11/24/2014 3:21 28.743 66.39633 872.164
11/24/2014 4:21 28.745 66.40095 872.168
11/24/2014 5:21 28.745 66.40095 872.168
11/24/2014 6:21 28.739 66.38709 872.154
11/24/2014 7:21 28.729 66.36399 872.131
11/24/2014 8:21 28.718 66.33858 872.106
11/24/2014 9:21 28.702 66.30162 872.069
11/24/2014 10:21 28.69 66.2739 872.041
11/24/2014 11:21 28.679 66.24849 872.016
11/24/2014 12:21 28.667 66.22077 871.988
11/24/2014 13:21 28.657 66.19767 871.965
11/24/2014 14:21 28.647 66.17457 871.942
11/24/2014 15:21 28.631 66.13761 871.905
11/24/2014 16:21 28.614 66.09834 871.866
11/24/2014 17:21 28.592 66.04752 871.815
11/24/2014 18:21 28.574 66.00594 871.773
11/24/2014 19:21 28.557 65.96667 871.734
11/24/2014 20:21 28.538 65.92278 871.690
11/24/2014 21:21 28.528 65.89968 871.667
11/24/2014 22:21 28.516 65.87196 871.639
11/24/2014 23:21 28.508 65.85348 871.621
11/25/2014 0:21 28.501 65.83731 871.605
11/25/2014 1:21 28.498 65.83038 871.598
11/25/2014 2:21 28.494 65.82114 871.589
11/25/2014 3:21 28.494 65.82114 871.589
11/25/2014 4:21 28.489 65.80959 871.577
11/25/2014 5:21 28.491 65.81421 871.582
11/25/2014 6:21 28.496 65.82576 871.593
11/25/2014 7:21 28.5 65.835 871.602
11/25/2014 8:21 28.503 65.84193 871.609
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City of Rosemount
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MWUMore
11/25/2014 9:21 28.506 65.84886 871.616
11/25/2014 10:21 28.506 65.84886 871.616
11/25/2014 11:21 28.506 65.84886 871.616
11/25/2014 12:21 28.506 65.84886 871.616
11/25/2014 13:21 28.515 65.86965 871.637
11/25/2014 14:21 28.525 65.89275 871.660
11/25/2014 15:21 28.533 65.91123 871.679
11/25/2014 16:21 28.537 65.92047 871.688
11/25/2014 17:21 28.545 65.93895 871.706
11/25/2014 18:21 28.554 65.95974 871.727
11/25/2014 19:21 28.555 65.96205 871.729
11/25/2014 20:21 28.56 65.9736 871.741
11/25/2014 21:21 28.565 65.98515 871.753
11/25/2014 22:21 28.56 65.9736 871.741
11/25/2014 23:21 28.564 65.98284 871.750
11/26/2014 0:21 28.567 65.98977 871.757
11/26/2014 1:21 28.571 65.99901 871.766
11/26/2014 2:21 28.577 66.01287 871.780
11/26/2014 3:21 28.579 66.01749 871.785
11/26/2014 4:21 28.582 66.02442 871.792
11/26/2014 5:21 28.586 66.03366 871.801
11/26/2014 6:21 28.586 66.03366 871.801
11/26/2014 7:21 28.581 66.02211 871.789
11/26/2014 8:21 28.572 66.00132 871.769
11/26/2014 9:21 28.571 65.99901 871.766
11/26/2014 10:21 28.562 65.97822 871.746
11/26/2014 11:21 28.555 65.96205 871.729
11/26/2014 12:21 28.549 65.94819 871.716
11/26/2014 13:21 28.55 65.9505 871.718
11/26/2014 14:21 28.547 65.94357 871.711
11/26/2014 15:21 28.547 65.94357 871.711
11/26/2014 16:21 28.538 65.92278 871.690
11/26/2014 17:21 28.532 65.90892 871.676
11/26/2014 18:21 28.53 65.9043 871.672
11/26/2014 19:21 28.527 65.89737 871.665
11/26/2014 20:21 28.525 65.89275 871.660
11/26/2014 21:21 28.523 65.88813 871.656
11/26/2014 22:21 28.521 65.88351 871.651
11/26/2014 23:21 28.516 65.87196 871.639
11/27/2014 0:21 28.511 65.86041 871.628
11/27/2014 1:21 28.505 65.84655 871.614
11/27/2014 2:21 28.498 65.83038 871.598
11/27/2014 3:21 28.496 65.82576 871.593
11/27/2014 4:21 28.496 65.82576 871.593
11/27/2014 5:21 28.5 65.835 871.602
11/27/2014 6:21 28.5 65.835 871.602
11/27/2014 7:21 28.5 65.835 871.602
11/27/2014 8:21 28.503 65.84193 871.609
11/27/2014 9:21 28.506 65.84886 871.616
11/27/2014 10:21 28.505 65.84655 871.614
11/27/2014 11:21 28.51 65.8581 871.625
11/27/2014 12:21 28.518 65.87658 871.644
11/27/2014 13:21 28.525 65.89275 871.660
11/27/2014 14:21 28.542 65.93202 871.699
11/27/2014 15:21 28.552 65.95512 871.722
11/27/2014 16:21 28.56 65.9736 871.741
11/27/2014 17:21 28.571 65.99901 871.766
11/27/2014 18:21 28.582 66.02442 871.792
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Groundwater Data Processing 20150310
MWUMore
11/27/2014 19:21 28.594 66.05214 871.820
11/27/2014 20:21 28.606 66.07986 871.847
11/27/2014 21:21 28.62 66.1122 871.880
11/27/2014 22:21 28.626 66.12606 871.893
11/27/2014 23:21 28.63 66.1353 871.903
11/28/2014 0:21 28.633 66.14223 871.910
11/28/2014 1:21 28.647 66.17457 871.942
11/28/2014 2:21 28.658 66.19998 871.967
11/28/2014 3:21 28.675 66.23925 872.007
11/28/2014 4:21 28.696 66.28776 872.055
11/28/2014 5:21 28.714 66.32934 872.097
11/28/2014 6:21 28.726 66.35706 872.124
11/28/2014 7:21 28.731 66.36861 872.136
11/28/2014 8:21 28.734 66.37554 872.143
11/28/2014 9:21 28.741 66.39171 872.159
11/28/2014 10:21 28.743 66.39633 872.164
11/28/2014 11:21 28.734 66.37554 872.143
11/28/2014 12:21 28.746 66.40326 872.171
11/28/2014 13:21 28.753 66.41943 872.187
11/28/2014 14:21 28.77 66.4587 872.226
11/28/2014 15:21 28.768 66.45408 872.221
11/28/2014 16:21 28.77 66.4587 872.226
11/28/2014 17:21 28.77 66.4587 872.226
11/28/2014 18:21 28.768 66.45408 872.221
11/28/2014 19:21 28.761 66.43791 872.205
11/28/2014 20:21 28.758 66.43098 872.198
11/28/2014 21:21 28.763 66.44253 872.210
11/28/2014 22:21 28.775 66.47025 872.238
11/28/2014 23:21 28.782 66.48642 872.254
11/29/2014 0:21 28.787 66.49797 872.265
11/29/2014 1:21 28.797 66.52107 872.288
11/29/2014 2:21 28.807 66.54417 872.312
11/29/2014 3:21 28.812 66.55572 872.323
11/29/2014 4:21 28.814 66.56034 872.328
11/29/2014 5:21 28.819 66.57189 872.339
11/29/2014 6:21 28.824 66.58344 872.351
11/29/2014 7:21 28.829 66.59499 872.362
11/29/2014 8:21 28.826 66.58806 872.355
11/29/2014 9:21 28.826 66.58806 872.355
11/29/2014 10:21 28.822 66.57882 872.346
11/29/2014 11:21 28.824 66.58344 872.351
11/29/2014 12:21 28.832 66.60192 872.369
11/29/2014 13:21 28.829 66.59499 872.362
11/29/2014 14:21 28.827 66.59037 872.358
11/29/2014 15:21 28.821 66.57651 872.344
11/29/2014 16:21 28.805 66.53955 872.307
11/29/2014 17:21 28.799 66.52569 872.293
11/29/2014 18:21 28.789 66.50259 872.270
11/29/2014 19:21 28.773 66.46563 872.233
11/29/2014 20:21 28.751 66.41481 872.182
11/29/2014 21:21 28.736 66.38016 872.148
11/29/2014 22:21 28.721 66.34551 872.113
11/29/2014 23:21 28.706 66.31086 872.078
11/30/2014 0:21 28.697 66.29007 872.057
11/30/2014 1:21 28.679 66.24849 872.016
11/30/2014 2:21 28.665 66.21615 871.984
11/30/2014 3:21 28.65 66.1815 871.949
11/30/2014 4:21 28.64 66.1584 871.926
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
11/30/2014 5:21 28.623 66.11913 871.887
11/30/2014 6:21 28.611 66.09141 871.859
11/30/2014 7:21 28.596 66.05676 871.824
11/30/2014 8:21 28.582 66.02442 871.792
11/30/2014 9:21 28.567 65.98977 871.757
11/30/2014 10:21 28.545 65.93895 871.706
11/30/2014 11:21 28.532 65.90892 871.676
11/30/2014 12:21 28.516 65.87196 871.639
11/30/2014 13:21 28.521 65.88351 871.651
11/30/2014 14:21 28.516 65.87196 871.639
11/30/2014 15:21 28.515 65.86965 871.637
11/30/2014 16:21 28.506 65.84886 871.616
11/30/2014 17:21 28.496 65.82576 871.593
11/30/2014 18:21 28.484 65.79804 871.565
11/30/2014 19:21 28.476 65.77956 871.547
11/30/2014 20:21 28.467 65.75877 871.526
11/30/2014 21:21 28.461 65.74491 871.512
11/30/2014 22:21 28.459 65.74029 871.508
11/30/2014 23:21 28.459 65.74029 871.508
12/1/2014 0:21 28.464 65.75184 871.519
12/1/2014 1:21 28.467 65.75877 871.526
12/1/2014 2:21 28.469 65.76339 871.531
12/1/2014 3:21 28.467 65.75877 871.526
12/1/2014 4:21 28.466 65.75646 871.524
12/1/2014 5:21 28.461 65.74491 871.512
12/1/2014 6:21 28.456 65.73336 871.501
12/1/2014 7:21 28.442 65.70102 871.468
12/1/2014 8:21 28.44 65.6964 871.464
12/1/2014 9:21 28.434 65.68254 871.450
12/1/2014 10:21 28.43 65.6733 871.441
12/1/2014 11:21 28.432 65.67792 871.445
12/1/2014 12:21 28.442 65.70102 871.468
12/1/2014 13:21 28.459 65.74029 871.508
12/1/2014 14:21 28.478 65.78418 871.552
12/1/2014 15:21 28.496 65.82576 871.593
12/1/2014 16:21 28.513 65.86503 871.632
12/1/2014 17:21 28.528 65.89968 871.667
12/1/2014 18:21 28.543 65.93433 871.702
12/1/2014 19:21 28.557 65.96667 871.734
12/1/2014 20:21 28.567 65.98977 871.757
12/1/2014 21:21 28.584 66.02904 871.796
12/1/2014 22:21 28.603 66.07293 871.840
12/1/2014 23:21 28.613 66.09603 871.863
12/2/2014 0:21 28.631 66.13761 871.905
12/2/2014 1:21 28.65 66.1815 871.949
12/2/2014 2:21 28.675 66.23925 872.007
12/2/2014 3:21 28.696 66.28776 872.055
12/2/2014 4:21 28.716 66.33396 872.101
12/2/2014 5:21 28.734 66.37554 872.143
12/2/2014 6:21 28.746 66.40326 872.171
12/2/2014 7:21 28.755 66.42405 872.191
12/2/2014 8:21 28.76 66.4356 872.203
12/2/2014 9:21 28.76 66.4356 872.203
12/2/2014 10:21 28.763 66.44253 872.210
12/2/2014 11:21 28.761 66.43791 872.205
12/2/2014 12:21 28.765 66.44715 872.215
12/2/2014 13:21 28.777 66.47487 872.242
12/2/2014 14:21 28.785 66.49335 872.261
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/2/2014 15:21 28.789 66.50259 872.270
12/2/2014 16:21 28.787 66.49797 872.265
12/2/2014 17:21 28.772 66.46332 872.231
12/2/2014 18:21 28.768 66.45408 872.221
12/2/2014 19:21 28.761 66.43791 872.205
12/2/2014 20:21 28.756 66.42636 872.194
12/2/2014 21:21 28.753 66.41943 872.187
12/2/2014 22:21 28.753 66.41943 872.187
12/2/2014 23:21 28.75 66.4125 872.180
12/3/2014 0:21 28.743 66.39633 872.164
12/3/2014 1:21 28.736 66.38016 872.148
12/3/2014 2:21 28.731 66.36861 872.136
12/3/2014 3:21 28.718 66.33858 872.106
12/3/2014 4:21 28.706 66.31086 872.078
12/3/2014 5:21 28.697 66.29007 872.057
12/3/2014 6:21 28.687 66.26697 872.034
12/3/2014 7:21 28.674 66.23694 872.004
12/3/2014 8:21 28.655 66.19305 871.960
12/3/2014 9:21 28.643 66.16533 871.933
12/3/2014 10:21 28.631 66.13761 871.905
12/3/2014 11:21 28.626 66.12606 871.893
12/3/2014 12:21 28.625 66.12375 871.891
12/3/2014 13:21 28.626 66.12606 871.893
12/3/2014 14:21 28.625 66.12375 871.891
12/3/2014 15:21 28.613 66.09603 871.863
12/3/2014 16:21 28.614 66.09834 871.866
12/3/2014 17:21 28.606 66.07986 871.847
12/3/2014 18:21 28.604 66.07524 871.843
12/3/2014 19:21 28.604 66.07524 871.843
12/3/2014 20:21 28.604 66.07524 871.843
12/3/2014 21:21 28.604 66.07524 871.843
12/3/2014 22:21 28.604 66.07524 871.843
12/3/2014 23:21 28.611 66.09141 871.859
12/4/2014 0:21 28.616 66.10296 871.870
12/4/2014 1:21 28.621 66.11451 871.882
12/4/2014 2:21 28.626 66.12606 871.893
12/4/2014 3:21 28.628 66.13068 871.898
12/4/2014 4:21 28.631 66.13761 871.905
12/4/2014 5:21 28.641 66.16071 871.928
12/4/2014 6:21 28.647 66.17457 871.942
12/4/2014 7:21 28.65 66.1815 871.949
12/4/2014 8:21 28.652 66.18612 871.953
12/4/2014 9:21 28.653 66.18843 871.956
12/4/2014 10:21 28.657 66.19767 871.965
12/4/2014 11:21 28.658 66.19998 871.967
12/4/2014 12:21 28.67 66.2277 871.995
12/4/2014 13:21 28.682 66.25542 872.023
12/4/2014 14:21 28.699 66.29469 872.062
12/4/2014 15:21 28.709 66.31779 872.085
12/4/2014 16:21 28.723 66.35013 872.118
12/4/2014 17:21 28.723 66.35013 872.118
12/4/2014 18:21 28.721 66.34551 872.113
12/4/2014 19:21 28.718 66.33858 872.106
12/4/2014 20:21 28.714 66.32934 872.097
12/4/2014 21:21 28.714 66.32934 872.097
12/4/2014 22:21 28.714 66.32934 872.097
12/4/2014 23:21 28.711 66.32241 872.090
12/5/2014 0:21 28.709 66.31779 872.085
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/5/2014 1:21 28.709 66.31779 872.085
12/5/2014 2:21 28.712 66.32472 872.092
12/5/2014 3:21 28.714 66.32934 872.097
12/5/2014 4:21 28.719 66.34089 872.108
12/5/2014 5:21 28.721 66.34551 872.113
12/5/2014 6:21 28.716 66.33396 872.101
12/5/2014 7:21 28.716 66.33396 872.101
12/5/2014 8:21 28.706 66.31086 872.078
12/5/2014 9:21 28.697 66.29007 872.057
12/5/2014 10:21 28.686 66.26466 872.032
12/5/2014 11:21 28.684 66.26004 872.027
12/5/2014 12:21 28.682 66.25542 872.023
12/5/2014 13:21 28.682 66.25542 872.023
12/5/2014 14:21 28.68 66.2508 872.018
12/5/2014 15:21 28.675 66.23925 872.007
12/5/2014 16:21 28.667 66.22077 871.988
12/5/2014 17:21 28.658 66.19998 871.967
12/5/2014 18:21 28.647 66.17457 871.942
12/5/2014 19:21 28.636 66.14916 871.917
12/5/2014 20:21 28.628 66.13068 871.898
12/5/2014 21:21 28.621 66.11451 871.882
12/5/2014 22:21 28.614 66.09834 871.866
12/5/2014 23:21 28.609 66.08679 871.854
12/6/2014 0:21 28.603 66.07293 871.840
12/6/2014 1:21 28.598 66.06138 871.829
12/6/2014 2:21 28.592 66.04752 871.815
12/6/2014 3:21 28.587 66.03597 871.803
12/6/2014 4:21 28.582 66.02442 871.792
12/6/2014 5:21 28.581 66.02211 871.789
12/6/2014 6:21 28.576 66.01056 871.778
12/6/2014 7:21 28.572 66.00132 871.769
12/6/2014 8:21 28.562 65.97822 871.746
12/6/2014 9:21 28.557 65.96667 871.734
12/6/2014 10:21 28.547 65.94357 871.711
12/6/2014 11:21 28.545 65.93895 871.706
12/6/2014 12:21 28.547 65.94357 871.711
12/6/2014 13:21 28.56 65.9736 871.741
12/6/2014 14:21 28.567 65.98977 871.757
12/6/2014 15:21 28.582 66.02442 871.792
12/6/2014 16:21 28.586 66.03366 871.801
12/6/2014 17:21 28.586 66.03366 871.801
12/6/2014 18:21 28.591 66.04521 871.813
12/6/2014 19:21 28.598 66.06138 871.829
12/6/2014 20:21 28.603 66.07293 871.840
12/6/2014 21:21 28.608 66.08448 871.852
12/6/2014 22:21 28.614 66.09834 871.866
12/6/2014 23:21 28.623 66.11913 871.887
12/7/2014 0:21 28.633 66.14223 871.910
12/7/2014 1:21 28.64 66.1584 871.926
12/7/2014 2:21 28.648 66.17688 871.944
12/7/2014 3:21 28.655 66.19305 871.960
12/7/2014 4:21 28.663 66.21153 871.979
12/7/2014 5:21 28.675 66.23925 872.007
12/7/2014 6:21 28.68 66.2508 872.018
12/7/2014 7:21 28.685 66.26235 872.030
12/7/2014 8:21 28.692 66.27852 872.046
12/7/2014 9:21 28.702 66.30162 872.069
12/7/2014 10:21 28.712 66.32472 872.092
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/7/2014 11:21 28.719 66.34089 872.108
12/7/2014 12:21 28.736 66.38016 872.148
12/7/2014 13:21 28.746 66.40326 872.171
12/7/2014 14:21 28.763 66.44253 872.210
12/7/2014 15:21 28.772 66.46332 872.231
12/7/2014 16:21 28.777 66.47487 872.242
12/7/2014 17:21 28.783 66.48873 872.256
12/7/2014 18:21 28.789 66.50259 872.270
12/7/2014 19:21 28.789 66.50259 872.270
12/7/2014 20:21 28.79 66.5049 872.272
12/7/2014 21:21 28.795 66.51645 872.284
12/7/2014 22:21 28.797 66.52107 872.288
12/7/2014 23:21 28.805 66.53955 872.307
12/8/2014 0:21 28.807 66.54417 872.312
12/8/2014 1:21 28.812 66.55572 872.323
12/8/2014 2:21 28.817 66.56727 872.335
12/8/2014 3:21 28.819 66.57189 872.339
12/8/2014 4:21 28.821 66.57651 872.344
12/8/2014 5:21 28.824 66.58344 872.351
12/8/2014 6:21 28.822 66.57882 872.346
12/8/2014 7:21 28.817 66.56727 872.335
12/8/2014 8:21 28.807 66.54417 872.312
12/8/2014 9:21 28.8 66.528 872.295
12/8/2014 10:21 28.785 66.49335 872.261
12/8/2014 11:21 28.773 66.46563 872.233
12/8/2014 12:21 28.765 66.44715 872.215
12/8/2014 13:21 28.76 66.4356 872.203
12/8/2014 14:21 28.758 66.43098 872.198
12/8/2014 15:21 28.753 66.41943 872.187
12/8/2014 16:21 28.739 66.38709 872.154
12/8/2014 17:21 28.724 66.35244 872.120
12/8/2014 18:21 28.707 66.31317 872.081
12/8/2014 19:21 28.697 66.29007 872.057
12/8/2014 20:21 28.684 66.26004 872.027
12/8/2014 21:21 28.67 66.2277 871.995
12/8/2014 22:21 28.662 66.20922 871.977
12/8/2014 23:21 28.65 66.1815 871.949
12/9/2014 0:21 28.638 66.15378 871.921
12/9/2014 1:21 28.63 66.1353 871.903
12/9/2014 2:21 28.628 66.13068 871.898
12/9/2014 3:21 28.621 66.11451 871.882
12/9/2014 4:21 28.623 66.11913 871.887
12/9/2014 5:21 28.62 66.1122 871.880
12/9/2014 6:21 28.616 66.10296 871.870
12/9/2014 7:21 28.613 66.09603 871.863
12/9/2014 8:21 28.609 66.08679 871.854
12/9/2014 9:21 28.609 66.08679 871.854
12/9/2014 10:21 28.608 66.08448 871.852
12/9/2014 11:21 28.604 66.07524 871.843
12/9/2014 12:21 28.608 66.08448 871.852
12/9/2014 13:21 28.618 66.10758 871.875
12/9/2014 14:21 28.63 66.1353 871.903
12/9/2014 15:21 28.638 66.15378 871.921
12/9/2014 16:21 28.641 66.16071 871.928
12/9/2014 17:21 28.643 66.16533 871.933
12/9/2014 18:21 28.652 66.18612 871.953
12/9/2014 19:21 28.65 66.1815 871.949
12/9/2014 20:21 28.657 66.19767 871.965
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/9/2014 21:21 28.665 66.21615 871.984
12/9/2014 22:21 28.667 66.22077 871.988
12/9/2014 23:21 28.665 66.21615 871.984
12/10/2014 0:21 28.667 66.22077 871.988
12/10/2014 1:21 28.672 66.23232 872.000
12/10/2014 2:21 28.67 66.2277 871.995
12/10/2014 3:21 28.674 66.23694 872.004
12/10/2014 4:21 28.682 66.25542 872.023
12/10/2014 5:21 28.689 66.27159 872.039
12/10/2014 6:21 28.694 66.28314 872.051
12/10/2014 7:21 28.696 66.28776 872.055
12/10/2014 8:21 28.697 66.29007 872.057
12/10/2014 9:21 28.699 66.29469 872.062
12/10/2014 10:21 28.696 66.28776 872.055
12/10/2014 11:21 28.69 66.2739 872.041
12/10/2014 12:21 28.701 66.29931 872.067
12/10/2014 13:21 28.704 66.30624 872.074
12/10/2014 14:21 28.719 66.34089 872.108
12/10/2014 15:21 28.724 66.35244 872.120
12/10/2014 16:21 28.729 66.36399 872.131
12/10/2014 17:21 28.731 66.36861 872.136
12/10/2014 18:21 28.728 66.36168 872.129
12/10/2014 19:21 28.729 66.36399 872.131
12/10/2014 20:21 28.726 66.35706 872.124
12/10/2014 21:21 28.726 66.35706 872.124
12/10/2014 22:21 28.734 66.37554 872.143
12/10/2014 23:21 28.736 66.38016 872.148
12/11/2014 0:21 28.736 66.38016 872.148
12/11/2014 1:21 28.734 66.37554 872.143
12/11/2014 2:21 28.736 66.38016 872.148
12/11/2014 3:21 28.734 66.37554 872.143
12/11/2014 4:21 28.738 66.38478 872.152
12/11/2014 5:21 28.736 66.38016 872.148
12/11/2014 6:21 28.741 66.39171 872.159
12/11/2014 7:21 28.739 66.38709 872.154
12/11/2014 8:21 28.736 66.38016 872.148
12/11/2014 9:21 28.738 66.38478 872.152
12/11/2014 10:21 28.738 66.38478 872.152
12/11/2014 11:21 28.736 66.38016 872.148
12/11/2014 12:21 28.739 66.38709 872.154
12/11/2014 13:21 28.741 66.39171 872.159
12/11/2014 14:21 28.746 66.40326 872.171
12/11/2014 15:21 28.748 66.40788 872.175
12/11/2014 16:21 28.743 66.39633 872.164
12/11/2014 17:21 28.743 66.39633 872.164
12/11/2014 18:21 28.736 66.38016 872.148
12/11/2014 19:21 28.741 66.39171 872.159
12/11/2014 20:21 28.739 66.38709 872.154
12/11/2014 21:21 28.739 66.38709 872.154
12/11/2014 22:21 28.739 66.38709 872.154
12/11/2014 23:21 28.743 66.39633 872.164
12/12/2014 0:21 28.739 66.38709 872.154
12/12/2014 1:21 28.736 66.38016 872.148
12/12/2014 2:21 28.734 66.37554 872.143
12/12/2014 3:21 28.733 66.37323 872.141
12/12/2014 4:21 28.736 66.38016 872.148
12/12/2014 5:21 28.743 66.39633 872.164
12/12/2014 6:21 28.746 66.40326 872.171
AET Project No. 03-05081 Page E28 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/12/2014 7:21 28.739 66.38709 872.154
12/12/2014 8:21 28.738 66.38478 872.152
12/12/2014 9:21 28.734 66.37554 872.143
12/12/2014 10:21 28.734 66.37554 872.143
12/12/2014 11:21 28.734 66.37554 872.143
12/12/2014 12:21 28.738 66.38478 872.152
12/12/2014 13:21 28.739 66.38709 872.154
12/12/2014 14:21 28.745 66.40095 872.168
12/12/2014 15:21 28.75 66.4125 872.180
12/12/2014 16:21 28.748 66.40788 872.175
12/12/2014 17:21 28.75 66.4125 872.180
12/12/2014 18:21 28.753 66.41943 872.187
12/12/2014 19:21 28.753 66.41943 872.187
12/12/2014 20:21 28.758 66.43098 872.198
12/12/2014 21:21 28.763 66.44253 872.210
12/12/2014 22:21 28.763 66.44253 872.210
12/12/2014 23:21 28.765 66.44715 872.215
12/13/2014 0:21 28.765 66.44715 872.215
12/13/2014 1:21 28.77 66.4587 872.226
12/13/2014 2:21 28.77 66.4587 872.226
12/13/2014 3:21 28.77 66.4587 872.226
12/13/2014 4:21 28.77 66.4587 872.226
12/13/2014 5:21 28.773 66.46563 872.233
12/13/2014 6:21 28.775 66.47025 872.238
12/13/2014 7:21 28.777 66.47487 872.242
12/13/2014 8:21 28.778 66.47718 872.245
12/13/2014 9:21 28.777 66.47487 872.242
12/13/2014 10:21 28.775 66.47025 872.238
12/13/2014 11:21 28.772 66.46332 872.231
12/13/2014 12:21 28.775 66.47025 872.238
12/13/2014 13:21 28.777 66.47487 872.242
12/13/2014 14:21 28.785 66.49335 872.261
12/13/2014 15:21 28.79 66.5049 872.272
12/13/2014 16:21 28.795 66.51645 872.284
12/13/2014 17:21 28.795 66.51645 872.284
12/13/2014 18:21 28.795 66.51645 872.284
12/13/2014 19:21 28.794 66.51414 872.282
12/13/2014 20:21 28.789 66.50259 872.270
12/13/2014 21:21 28.792 66.50952 872.277
12/13/2014 22:21 28.794 66.51414 872.282
12/13/2014 23:21 28.792 66.50952 872.277
12/14/2014 0:21 28.789 66.50259 872.270
12/14/2014 1:21 28.787 66.49797 872.265
12/14/2014 2:21 28.785 66.49335 872.261
12/14/2014 3:21 28.783 66.48873 872.256
12/14/2014 4:21 28.782 66.48642 872.254
12/14/2014 5:21 28.785 66.49335 872.261
12/14/2014 6:21 28.787 66.49797 872.265
12/14/2014 7:21 28.789 66.50259 872.270
12/14/2014 8:21 28.789 66.50259 872.270
12/14/2014 9:21 28.787 66.49797 872.265
12/14/2014 10:21 28.785 66.49335 872.261
12/14/2014 11:21 28.783 66.48873 872.256
12/14/2014 12:21 28.789 66.50259 872.270
12/14/2014 13:21 28.792 66.50952 872.277
12/14/2014 14:21 28.787 66.49797 872.265
12/14/2014 15:21 28.795 66.51645 872.284
12/14/2014 16:21 28.797 66.52107 872.288
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/14/2014 17:21 28.794 66.51414 872.282
12/14/2014 18:21 28.79 66.5049 872.272
12/14/2014 19:21 28.792 66.50952 872.277
12/14/2014 20:21 28.79 66.5049 872.272
12/14/2014 21:21 28.794 66.51414 872.282
12/14/2014 22:21 28.795 66.51645 872.284
12/14/2014 23:21 28.797 66.52107 872.288
12/15/2014 0:21 28.799 66.52569 872.293
12/15/2014 1:21 28.799 66.52569 872.293
12/15/2014 2:21 28.802 66.53262 872.300
12/15/2014 3:21 28.799 66.52569 872.293
12/15/2014 4:21 28.795 66.51645 872.284
12/15/2014 5:21 28.8 66.528 872.295
12/15/2014 6:21 28.8 66.528 872.295
12/15/2014 7:21 28.805 66.53955 872.307
12/15/2014 8:21 28.807 66.54417 872.312
12/15/2014 9:21 28.809 66.54879 872.316
12/15/2014 10:21 28.81 66.5511 872.318
12/15/2014 11:21 28.805 66.53955 872.307
12/15/2014 12:21 28.809 66.54879 872.316
12/15/2014 13:21 28.817 66.56727 872.335
12/15/2014 14:21 28.821 66.57651 872.344
12/15/2014 15:21 28.826 66.58806 872.355
12/15/2014 16:21 28.822 66.57882 872.346
12/15/2014 17:21 28.81 66.5511 872.318
12/15/2014 18:21 28.805 66.53955 872.307
12/15/2014 19:21 28.797 66.52107 872.288
12/15/2014 20:21 28.785 66.49335 872.261
12/15/2014 21:21 28.782 66.48642 872.254
12/15/2014 22:21 28.773 66.46563 872.233
12/15/2014 23:21 28.765 66.44715 872.215
12/16/2014 0:21 28.756 66.42636 872.194
12/16/2014 1:21 28.75 66.4125 872.180
12/16/2014 2:21 28.738 66.38478 872.152
12/16/2014 3:21 28.726 66.35706 872.124
12/16/2014 4:21 28.712 66.32472 872.092
12/16/2014 5:21 28.707 66.31317 872.081
12/16/2014 6:21 28.696 66.28776 872.055
12/16/2014 7:21 28.682 66.25542 872.023
12/16/2014 8:21 28.672 66.23232 872.000
12/16/2014 9:21 28.662 66.20922 871.977
12/16/2014 10:21 28.648 66.17688 871.944
12/16/2014 11:21 28.643 66.16533 871.933
12/16/2014 12:21 28.647 66.17457 871.942
12/16/2014 13:21 28.653 66.18843 871.956
12/16/2014 14:21 28.655 66.19305 871.960
12/16/2014 15:21 28.655 66.19305 871.960
12/16/2014 16:21 28.647 66.17457 871.942
12/16/2014 17:21 28.641 66.16071 871.928
12/16/2014 18:21 28.633 66.14223 871.910
12/16/2014 19:21 28.633 66.14223 871.910
12/16/2014 20:21 28.633 66.14223 871.910
12/16/2014 21:21 28.635 66.14685 871.914
12/16/2014 22:21 28.638 66.15378 871.921
12/16/2014 23:21 28.641 66.16071 871.928
12/17/2014 0:21 28.641 66.16071 871.928
12/17/2014 1:21 28.648 66.17688 871.944
12/17/2014 2:21 28.657 66.19767 871.965
AET Project No. 03-05081 Page E30 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/17/2014 3:21 28.658 66.19998 871.967
12/17/2014 4:21 28.658 66.19998 871.967
12/17/2014 5:21 28.66 66.2046 871.972
12/17/2014 6:21 28.66 66.2046 871.972
12/17/2014 7:21 28.657 66.19767 871.965
12/17/2014 8:21 28.657 66.19767 871.965
12/17/2014 9:21 28.658 66.19998 871.967
12/17/2014 10:21 28.658 66.19998 871.967
12/17/2014 11:21 28.66 66.2046 871.972
12/17/2014 12:21 28.667 66.22077 871.988
12/17/2014 13:21 28.675 66.23925 872.007
12/17/2014 14:21 28.682 66.25542 872.023
12/17/2014 15:21 28.69 66.2739 872.041
12/17/2014 16:21 28.69 66.2739 872.041
12/17/2014 17:21 28.689 66.27159 872.039
12/17/2014 18:21 28.685 66.26235 872.030
12/17/2014 19:21 28.684 66.26004 872.027
12/17/2014 20:21 28.68 66.2508 872.018
12/17/2014 21:21 28.682 66.25542 872.023
12/17/2014 22:21 28.68 66.2508 872.018
12/17/2014 23:21 28.689 66.27159 872.039
12/18/2014 0:21 28.696 66.28776 872.055
12/18/2014 1:21 28.694 66.28314 872.051
12/18/2014 2:21 28.699 66.29469 872.062
12/18/2014 3:21 28.701 66.29931 872.067
12/18/2014 4:21 28.704 66.30624 872.074
12/18/2014 5:21 28.712 66.32472 872.092
12/18/2014 6:21 28.718 66.33858 872.106
12/18/2014 7:21 28.721 66.34551 872.113
12/18/2014 8:21 28.719 66.34089 872.108
12/18/2014 9:21 28.718 66.33858 872.106
12/18/2014 10:21 28.714 66.32934 872.097
12/18/2014 11:21 28.712 66.32472 872.092
12/18/2014 12:21 28.718 66.33858 872.106
12/18/2014 13:21 28.726 66.35706 872.124
12/18/2014 14:21 28.736 66.38016 872.148
12/18/2014 15:21 28.739 66.38709 872.154
12/18/2014 16:21 28.734 66.37554 872.143
12/18/2014 17:21 28.736 66.38016 872.148
12/18/2014 18:21 28.734 66.37554 872.143
12/18/2014 19:21 28.733 66.37323 872.141
12/18/2014 20:21 28.731 66.36861 872.136
12/18/2014 21:21 28.729 66.36399 872.131
12/18/2014 22:21 28.731 66.36861 872.136
12/18/2014 23:21 28.733 66.37323 872.141
12/19/2014 0:21 28.729 66.36399 872.131
12/19/2014 1:21 28.735 66.37785 872.145
12/19/2014 2:21 28.736 66.38016 872.148
12/19/2014 3:21 28.739 66.38709 872.154
12/19/2014 4:21 28.745 66.40095 872.168
12/19/2014 5:21 28.748 66.40788 872.175
12/19/2014 6:21 28.75 66.4125 872.180
12/19/2014 7:21 28.75 66.4125 872.180
12/19/2014 8:21 28.746 66.40326 872.171
12/19/2014 9:21 28.748 66.40788 872.175
12/19/2014 10:21 28.746 66.40326 872.171
12/19/2014 11:21 28.745 66.40095 872.168
12/19/2014 12:21 28.75 66.4125 872.180
AET Project No. 03-05081 Page E31 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/19/2014 13:21 28.753 66.41943 872.187
12/19/2014 14:21 28.761 66.43791 872.205
12/19/2014 15:21 28.768 66.45408 872.221
12/19/2014 16:21 28.77 66.4587 872.226
12/19/2014 17:21 28.768 66.45408 872.221
12/19/2014 18:21 28.765 66.44715 872.215
12/19/2014 19:21 28.76 66.4356 872.203
12/19/2014 20:21 28.76 66.4356 872.203
12/19/2014 21:21 28.76 66.4356 872.203
12/19/2014 22:21 28.756 66.42636 872.194
12/19/2014 23:21 28.763 66.44253 872.210
12/20/2014 0:21 28.767 66.45177 872.219
12/20/2014 1:21 28.77 66.4587 872.226
12/20/2014 2:21 28.773 66.46563 872.233
12/20/2014 3:21 28.772 66.46332 872.231
12/20/2014 4:21 28.775 66.47025 872.238
12/20/2014 5:21 28.778 66.47718 872.245
12/20/2014 6:21 28.78 66.4818 872.249
12/20/2014 7:21 28.778 66.47718 872.245
12/20/2014 8:21 28.773 66.46563 872.233
12/20/2014 9:21 28.77 66.4587 872.226
12/20/2014 10:21 28.773 66.46563 872.233
12/20/2014 11:21 28.77 66.4587 872.226
12/20/2014 12:21 28.768 66.45408 872.221
12/20/2014 13:21 28.773 66.46563 872.233
12/20/2014 14:21 28.778 66.47718 872.245
12/20/2014 15:21 28.783 66.48873 872.256
12/20/2014 16:21 28.782 66.48642 872.254
12/20/2014 17:21 28.783 66.48873 872.256
12/20/2014 18:21 28.782 66.48642 872.254
12/20/2014 19:21 28.772 66.46332 872.231
12/20/2014 20:21 28.777 66.47487 872.242
12/20/2014 21:21 28.778 66.47718 872.245
12/20/2014 22:21 28.775 66.47025 872.238
12/20/2014 23:21 28.782 66.48642 872.254
12/21/2014 0:21 28.783 66.48873 872.256
12/21/2014 1:21 28.794 66.51414 872.282
12/21/2014 2:21 28.799 66.52569 872.293
12/21/2014 3:21 28.807 66.54417 872.312
12/21/2014 4:21 28.819 66.57189 872.339
12/21/2014 5:21 28.832 66.60192 872.369
12/21/2014 6:21 28.843 66.62733 872.395
12/21/2014 7:21 28.846 66.63426 872.402
12/21/2014 8:21 28.846 66.63426 872.402
12/21/2014 9:21 28.843 66.62733 872.395
12/21/2014 10:21 28.851 66.64581 872.413
12/21/2014 11:21 28.854 66.65274 872.420
12/21/2014 12:21 28.859 66.66429 872.432
12/21/2014 13:21 28.868 66.68508 872.452
12/21/2014 14:21 28.88 66.7128 872.480
12/21/2014 15:21 28.887 66.72897 872.496
12/21/2014 16:21 28.887 66.72897 872.496
12/21/2014 17:21 28.878 66.70818 872.476
12/21/2014 18:21 28.88 66.7128 872.480
12/21/2014 19:21 28.876 66.70356 872.471
12/21/2014 20:21 28.87 66.6897 872.457
12/21/2014 21:21 28.865 66.67815 872.446
12/21/2014 22:21 28.863 66.67353 872.441
AET Project No. 03-05081 Page E32 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/21/2014 23:21 28.858 66.66198 872.429
12/22/2014 0:21 28.856 66.65736 872.425
12/22/2014 1:21 28.856 66.65736 872.425
12/22/2014 2:21 28.859 66.66429 872.432
12/22/2014 3:21 28.861 66.66891 872.436
12/22/2014 4:21 28.863 66.67353 872.441
12/22/2014 5:21 28.866 66.68046 872.448
12/22/2014 6:21 28.865 66.67815 872.446
12/22/2014 7:21 28.866 66.68046 872.448
12/22/2014 8:21 28.863 66.67353 872.441
12/22/2014 9:21 28.859 66.66429 872.432
12/22/2014 10:21 28.856 66.65736 872.425
12/22/2014 11:21 28.854 66.65274 872.420
12/22/2014 12:21 28.858 66.66198 872.429
12/22/2014 13:21 28.865 66.67815 872.446
12/22/2014 14:21 28.87 66.6897 872.457
12/22/2014 15:21 28.871 66.69201 872.459
12/22/2014 16:21 28.87 66.6897 872.457
12/22/2014 17:21 28.866 66.68046 872.448
12/22/2014 18:21 28.861 66.66891 872.436
12/22/2014 19:21 28.853 66.65043 872.418
12/22/2014 20:21 28.851 66.64581 872.413
12/22/2014 21:21 28.843 66.62733 872.395
12/22/2014 22:21 28.839 66.61809 872.385
12/22/2014 23:21 28.836 66.61116 872.379
12/23/2014 0:21 28.831 66.59961 872.367
12/23/2014 1:21 28.831 66.59961 872.367
12/23/2014 2:21 28.832 66.60192 872.369
12/23/2014 3:21 28.833 66.60423 872.372
12/23/2014 4:21 28.836 66.61116 872.379
12/23/2014 5:21 28.839 66.61809 872.385
12/23/2014 6:21 28.836 66.61116 872.379
12/23/2014 7:21 28.829 66.59499 872.362
12/23/2014 8:21 28.822 66.57882 872.346
12/23/2014 9:21 28.814 66.56034 872.328
12/23/2014 10:21 28.805 66.53955 872.307
12/23/2014 11:21 28.797 66.52107 872.288
12/23/2014 12:21 28.789 66.50259 872.270
12/23/2014 13:21 28.792 66.50952 872.277
12/23/2014 14:21 28.789 66.50259 872.270
12/23/2014 15:21 28.785 66.49335 872.261
12/23/2014 16:21 28.782 66.48642 872.254
12/23/2014 17:21 28.773 66.46563 872.233
12/23/2014 18:21 28.761 66.43791 872.205
12/23/2014 19:21 28.763 66.44253 872.210
12/23/2014 20:21 28.748 66.40788 872.175
12/23/2014 21:21 28.743 66.39633 872.164
12/23/2014 22:21 28.738 66.38478 872.152
12/23/2014 23:21 28.733 66.37323 872.141
12/24/2014 0:21 28.731 66.36861 872.136
12/24/2014 1:21 28.738 66.38478 872.152
12/24/2014 2:21 28.746 66.40326 872.171
12/24/2014 3:21 28.758 66.43098 872.198
12/24/2014 4:21 28.763 66.44253 872.210
12/24/2014 5:21 28.77 66.4587 872.226
12/24/2014 6:21 28.773 66.46563 872.233
12/24/2014 7:21 28.782 66.48642 872.254
12/24/2014 8:21 28.79 66.5049 872.272
AET Project No. 03-05081 Page E33 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/24/2014 9:21 28.792 66.50952 872.277
12/24/2014 10:21 28.789 66.50259 872.270
12/24/2014 11:21 28.79 66.5049 872.272
12/24/2014 12:21 28.799 66.52569 872.293
12/24/2014 13:21 28.814 66.56034 872.328
12/24/2014 14:21 28.827 66.59037 872.358
12/24/2014 15:21 28.838 66.61578 872.383
12/24/2014 16:21 28.839 66.61809 872.385
12/24/2014 17:21 28.841 66.62271 872.390
12/24/2014 18:21 28.841 66.62271 872.390
12/24/2014 19:21 28.846 66.63426 872.402
12/24/2014 20:21 28.843 66.62733 872.395
12/24/2014 21:21 28.839 66.61809 872.385
12/24/2014 22:21 28.843 66.62733 872.395
12/24/2014 23:21 28.841 66.62271 872.390
12/25/2014 0:21 28.834 66.60654 872.374
12/25/2014 1:21 28.834 66.60654 872.374
12/25/2014 2:21 28.831 66.59961 872.367
12/25/2014 3:21 28.817 66.56727 872.335
12/25/2014 4:21 28.817 66.56727 872.335
12/25/2014 5:21 28.817 66.56727 872.335
12/25/2014 6:21 28.816 66.56496 872.332
12/25/2014 7:21 28.809 66.54879 872.316
12/25/2014 8:21 28.8 66.528 872.295
12/25/2014 9:21 28.794 66.51414 872.282
12/25/2014 10:21 28.782 66.48642 872.254
12/25/2014 11:21 28.772 66.46332 872.231
12/25/2014 12:21 28.765 66.44715 872.215
12/25/2014 13:21 28.763 66.44253 872.210
12/25/2014 14:21 28.767 66.45177 872.219
12/25/2014 15:21 28.767 66.45177 872.219
12/25/2014 16:21 28.761 66.43791 872.205
12/25/2014 17:21 28.761 66.43791 872.205
12/25/2014 18:21 28.758 66.43098 872.198
12/25/2014 19:21 28.751 66.41481 872.182
12/25/2014 20:21 28.745 66.40095 872.168
12/25/2014 21:21 28.743 66.39633 872.164
12/25/2014 22:21 28.739 66.38709 872.154
12/25/2014 23:21 28.739 66.38709 872.154
12/26/2014 0:21 28.739 66.38709 872.154
12/26/2014 1:21 28.743 66.39633 872.164
12/26/2014 2:21 28.746 66.40326 872.171
12/26/2014 3:21 28.741 66.39171 872.159
12/26/2014 4:21 28.743 66.39633 872.164
12/26/2014 5:21 28.743 66.39633 872.164
12/26/2014 6:21 28.743 66.39633 872.164
12/26/2014 7:21 28.739 66.38709 872.154
12/26/2014 8:21 28.733 66.37323 872.141
12/26/2014 9:21 28.724 66.35244 872.120
12/26/2014 10:21 28.718 66.33858 872.106
12/26/2014 11:21 28.711 66.32241 872.090
12/26/2014 12:21 28.709 66.31779 872.085
12/26/2014 13:21 28.711 66.32241 872.090
12/26/2014 14:21 28.709 66.31779 872.085
12/26/2014 15:21 28.712 66.32472 872.092
12/26/2014 16:21 28.711 66.32241 872.090
12/26/2014 17:21 28.707 66.31317 872.081
12/26/2014 18:21 28.709 66.31779 872.085
AET Project No. 03-05081 Page E34 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/26/2014 19:21 28.706 66.31086 872.078
12/26/2014 20:21 28.701 66.29931 872.067
12/26/2014 21:21 28.711 66.32241 872.090
12/26/2014 22:21 28.718 66.33858 872.106
12/26/2014 23:21 28.718 66.33858 872.106
12/27/2014 0:21 28.731 66.36861 872.136
12/27/2014 1:21 28.741 66.39171 872.159
12/27/2014 2:21 28.748 66.40788 872.175
12/27/2014 3:21 28.755 66.42405 872.191
12/27/2014 4:21 28.761 66.43791 872.205
12/27/2014 5:21 28.768 66.45408 872.221
12/27/2014 6:21 28.765 66.44715 872.215
12/27/2014 7:21 28.763 66.44253 872.210
12/27/2014 8:21 28.76 66.4356 872.203
12/27/2014 9:21 28.755 66.42405 872.191
12/27/2014 10:21 28.751 66.41481 872.182
12/27/2014 11:21 28.743 66.39633 872.164
12/27/2014 12:21 28.738 66.38478 872.152
12/27/2014 13:21 28.736 66.38016 872.148
12/27/2014 14:21 28.738 66.38478 872.152
12/27/2014 15:21 28.736 66.38016 872.148
12/27/2014 16:21 28.739 66.38709 872.154
12/27/2014 17:21 28.734 66.37554 872.143
12/27/2014 18:21 28.733 66.37323 872.141
12/27/2014 19:21 28.731 66.36861 872.136
12/27/2014 20:21 28.729 66.36399 872.131
12/27/2014 21:21 28.738 66.38478 872.152
12/27/2014 22:21 28.741 66.39171 872.159
12/27/2014 23:21 28.743 66.39633 872.164
12/28/2014 0:21 28.745 66.40095 872.168
12/28/2014 1:21 28.751 66.41481 872.182
12/28/2014 2:21 28.758 66.43098 872.198
12/28/2014 3:21 28.76 66.4356 872.203
12/28/2014 4:21 28.76 66.4356 872.203
12/28/2014 5:21 28.761 66.43791 872.205
12/28/2014 6:21 28.761 66.43791 872.205
12/28/2014 7:21 28.763 66.44253 872.210
12/28/2014 8:21 28.756 66.42636 872.194
12/28/2014 9:21 28.756 66.42636 872.194
12/28/2014 10:21 28.75 66.4125 872.180
12/28/2014 11:21 28.743 66.39633 872.164
12/28/2014 12:21 28.739 66.38709 872.154
12/28/2014 13:21 28.741 66.39171 872.159
12/28/2014 14:21 28.741 66.39171 872.159
12/28/2014 15:21 28.734 66.37554 872.143
12/28/2014 16:21 28.731 66.36861 872.136
12/28/2014 17:21 28.726 66.35706 872.124
12/28/2014 18:21 28.716 66.33396 872.101
12/28/2014 19:21 28.714 66.32934 872.097
12/28/2014 20:21 28.711 66.32241 872.090
12/28/2014 21:21 28.707 66.31317 872.081
12/28/2014 22:21 28.706 66.31086 872.078
12/28/2014 23:21 28.697 66.29007 872.057
12/29/2014 0:21 28.694 66.28314 872.051
12/29/2014 1:21 28.682 66.25542 872.023
12/29/2014 2:21 28.684 66.26004 872.027
12/29/2014 3:21 28.684 66.26004 872.027
12/29/2014 4:21 28.68 66.2508 872.018
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Groundwater Data Processing 20150310
MWUMore
12/29/2014 5:21 28.679 66.24849 872.016
12/29/2014 6:21 28.675 66.23925 872.007
12/29/2014 7:21 28.672 66.23232 872.000
12/29/2014 8:21 28.667 66.22077 871.988
12/29/2014 9:21 28.66 66.2046 871.972
12/29/2014 10:21 28.652 66.18612 871.953
12/29/2014 11:21 28.647 66.17457 871.942
12/29/2014 12:21 28.65 66.1815 871.949
12/29/2014 13:21 28.658 66.19998 871.967
12/29/2014 14:21 28.667 66.22077 871.988
12/29/2014 15:21 28.674 66.23694 872.004
12/29/2014 16:21 28.674 66.23694 872.004
12/29/2014 17:21 28.672 66.23232 872.000
12/29/2014 18:21 28.667 66.22077 871.988
12/29/2014 19:21 28.374 65.54394 871.311
12/29/2014 20:21 28.109 64.93179 870.699
12/29/2014 21:21 27.974 64.61994 870.387
12/29/2014 22:21 27.895 64.43745 870.205
12/29/2014 23:21 27.842 64.31502 870.082
12/30/2014 0:21 27.805 64.22955 869.997
12/30/2014 1:21 27.785 64.18335 869.951
12/30/2014 2:21 27.768 64.14408 869.911
12/30/2014 3:21 27.751 64.10481 869.872
12/30/2014 4:21 27.737 64.07247 869.840
12/30/2014 5:21 27.734 64.06554 869.833
12/30/2014 6:21 27.998 64.67538 870.443
12/30/2014 7:21 28.254 65.26674 871.034
12/30/2014 8:21 28.381 65.56011 871.327
12/30/2014 9:21 28.459 65.74029 871.508
12/30/2014 10:21 28.506 65.84886 871.616
12/30/2014 11:21 28.542 65.93202 871.699
12/30/2014 12:21 28.302 65.37762 871.145
12/30/2014 13:21 28.062 64.82322 870.591
12/30/2014 14:21 27.945 64.55295 870.320
12/30/2014 15:21 27.879 64.40049 870.168
12/30/2014 16:21 27.837 64.30347 870.071
12/30/2014 17:21 27.808 64.23648 870.004
12/30/2014 18:21 27.793 64.20183 869.969
12/30/2014 19:21 27.781 64.17411 869.941
12/30/2014 20:21 27.775 64.16025 869.928
12/30/2014 21:21 27.766 64.13946 869.907
12/30/2014 22:21 27.773 64.15563 869.923
12/30/2014 23:21 27.778 64.16718 869.935
12/31/2014 0:21 27.781 64.17411 869.941
12/31/2014 1:21 27.788 64.19028 869.958
12/31/2014 2:21 27.8 64.218 869.985
12/31/2014 3:21 27.759 64.12329 869.891
12/31/2014 4:21 28.163 65.05653 870.824
12/31/2014 5:21 28.4 65.604 871.371
12/31/2014 6:21 28.535 65.91585 871.683
12/31/2014 7:21 28.621 66.11451 871.882
12/31/2014 8:21 28.679 66.24849 872.016
12/31/2014 9:21 28.726 66.35706 872.124
12/31/2014 10:21 28.76 66.4356 872.203
12/31/2014 11:21 28.636 66.14916 871.917
12/31/2014 12:21 28.334 65.45154 871.219
12/31/2014 13:21 28.199 65.13969 870.907
12/31/2014 14:21 28.119 64.95489 870.722
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
12/31/2014 15:21 28.06 64.8186 870.586
12/31/2014 16:21 28.018 64.72158 870.489
12/31/2014 17:21 27.986 64.64766 870.415
12/31/2014 18:21 27.964 64.59684 870.364
12/31/2014 19:21 27.942 64.54602 870.313
12/31/2014 20:21 27.925 64.50675 870.274
12/31/2014 21:21 27.913 64.47903 870.246
12/31/2014 22:21 27.917 64.48827 870.256
12/31/2014 23:21 27.913 64.47903 870.246
1/1/2015 0:21 27.92 64.4952 870.263
1/1/2015 1:21 27.932 64.52292 870.290
1/1/2015 2:21 27.933 64.52523 870.293
1/1/2015 3:21 27.93 64.5183 870.286
1/1/2015 4:21 27.989 64.65459 870.422
1/1/2015 5:21 28.359 65.50929 871.277
1/1/2015 6:21 28.542 65.93202 871.699
1/1/2015 7:21 28.648 66.17688 871.944
1/1/2015 8:21 28.707 66.31317 872.081
1/1/2015 9:21 28.743 66.39633 872.164
1/1/2015 10:21 28.755 66.42405 872.191
1/1/2015 11:21 28.77 66.4587 872.226
1/1/2015 12:21 28.696 66.28776 872.055
1/1/2015 13:21 28.331 65.44461 871.212
1/1/2015 14:21 28.155 65.03805 870.805
1/1/2015 15:21 28.047 64.78857 870.556
1/1/2015 16:21 28.018 64.72158 870.489
1/1/2015 17:21 28.349 65.48619 871.254
1/1/2015 18:21 28.496 65.82576 871.593
1/1/2015 19:21 28.571 65.99901 871.766
1/1/2015 20:21 28.596 66.05676 871.824
1/1/2015 21:21 28.214 65.17434 870.942
1/1/2015 22:21 28.03 64.7493 870.517
1/1/2015 23:21 27.932 64.52292 870.290
1/2/2015 0:21 27.869 64.37739 870.145
1/2/2015 1:21 27.832 64.29192 870.059
1/2/2015 2:21 27.808 64.23648 870.004
1/2/2015 3:21 27.793 64.20183 869.969
1/2/2015 4:21 27.778 64.16718 869.935
1/2/2015 5:21 27.917 64.48827 870.256
1/2/2015 6:21 28.236 65.22516 870.993
1/2/2015 7:21 28.393 65.58783 871.355
1/2/2015 8:21 28.491 65.81421 871.582
1/2/2015 9:21 28.547 65.94357 871.711
1/2/2015 10:21 28.579 66.01749 871.785
1/2/2015 11:21 28.652 66.18612 871.953
1/2/2015 12:21 28.309 65.39379 871.161
1/2/2015 13:21 28.104 64.92024 870.688
1/2/2015 14:21 28.396 65.59476 871.362
1/2/2015 15:21 28.533 65.91123 871.679
1/2/2015 16:21 28.603 66.07293 871.840
1/2/2015 17:21 28.643 66.16533 871.933
1/2/2015 18:21 28.672 66.23232 872.000
1/2/2015 19:21 28.692 66.27852 872.046
1/2/2015 20:21 28.702 66.30162 872.069
1/2/2015 21:21 28.714 66.32934 872.097
1/2/2015 22:21 28.723 66.35013 872.118
1/2/2015 23:21 28.734 66.37554 872.143
1/3/2015 0:21 28.758 66.43098 872.198
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
1/3/2015 1:21 28.78 66.4818 872.249
1/3/2015 2:21 28.797 66.52107 872.288
1/3/2015 3:21 28.804 66.53724 872.305
1/3/2015 4:21 28.816 66.56496 872.332
1/3/2015 5:21 28.821 66.57651 872.344
1/3/2015 6:21 28.831 66.59961 872.367
1/3/2015 7:21 28.832 66.60192 872.369
1/3/2015 8:21 28.843 66.62733 872.395
1/3/2015 9:21 28.841 66.62271 872.390
1/3/2015 10:21 28.839 66.61809 872.385
1/3/2015 11:21 28.832 66.60192 872.369
1/3/2015 12:21 28.827 66.59037 872.358
1/3/2015 13:21 28.832 66.60192 872.369
1/3/2015 14:21 28.843 66.62733 872.395
1/3/2015 15:21 28.841 66.62271 872.390
1/3/2015 16:21 28.836 66.61116 872.379
1/3/2015 17:21 28.816 66.56496 872.332
1/3/2015 18:21 28.809 66.54879 872.316
1/3/2015 19:21 28.799 66.52569 872.293
1/3/2015 20:21 28.783 66.48873 872.256
1/3/2015 21:21 28.772 66.46332 872.231
1/3/2015 22:21 28.758 66.43098 872.198
1/3/2015 23:21 28.739 66.38709 872.154
1/4/2015 0:21 28.731 66.36861 872.136
1/4/2015 1:21 28.734 66.37554 872.143
1/4/2015 2:21 28.729 66.36399 872.131
1/4/2015 3:21 28.719 66.34089 872.108
1/4/2015 4:21 28.711 66.32241 872.090
1/4/2015 5:21 28.704 66.30624 872.074
1/4/2015 6:21 28.699 66.29469 872.062
1/4/2015 7:21 28.689 66.27159 872.039
1/4/2015 8:21 28.679 66.24849 872.016
1/4/2015 9:21 28.662 66.20922 871.977
1/4/2015 10:21 28.653 66.18843 871.956
1/4/2015 11:21 28.648 66.17688 871.944
1/4/2015 12:21 28.647 66.17457 871.942
1/4/2015 13:21 28.655 66.19305 871.960
1/4/2015 14:21 28.662 66.20922 871.977
1/4/2015 15:21 28.663 66.21153 871.979
1/4/2015 16:21 28.658 66.19998 871.967
1/4/2015 17:21 28.653 66.18843 871.956
1/4/2015 18:21 28.647 66.17457 871.942
1/4/2015 19:21 28.636 66.14916 871.917
1/4/2015 20:21 28.638 66.15378 871.921
1/4/2015 21:21 28.638 66.15378 871.921
1/4/2015 22:21 28.643 66.16533 871.933
1/4/2015 23:21 28.641 66.16071 871.928
1/5/2015 0:21 28.643 66.16533 871.933
1/5/2015 1:21 28.65 66.1815 871.949
1/5/2015 2:21 28.653 66.18843 871.956
1/5/2015 3:21 28.657 66.19767 871.965
1/5/2015 4:21 28.66 66.2046 871.972
1/5/2015 5:21 28.669 66.22539 871.993
1/5/2015 6:21 28.675 66.23925 872.007
1/5/2015 7:21 28.685 66.26235 872.030
1/5/2015 8:21 28.694 66.28314 872.051
1/5/2015 9:21 28.699 66.29469 872.062
1/5/2015 10:21 28.702 66.30162 872.069
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
1/5/2015 11:21 28.707 66.31317 872.081
1/5/2015 12:21 28.718 66.33858 872.106
1/5/2015 13:21 28.731 66.36861 872.136
1/5/2015 14:21 28.748 66.40788 872.175
1/5/2015 15:21 28.768 66.45408 872.221
1/5/2015 16:21 28.79 66.5049 872.272
1/5/2015 17:21 28.792 66.50952 872.277
1/5/2015 18:21 28.797 66.52107 872.288
1/5/2015 19:21 28.792 66.50952 872.277
1/5/2015 20:21 28.785 66.49335 872.261
1/5/2015 21:21 28.782 66.48642 872.254
1/5/2015 22:21 28.768 66.45408 872.221
1/5/2015 23:21 28.775 66.47025 872.238
1/6/2015 0:21 28.77 66.4587 872.226
1/6/2015 1:21 28.767 66.45177 872.219
1/6/2015 2:21 28.77 66.4587 872.226
1/6/2015 3:21 28.768 66.45408 872.221
1/6/2015 4:21 28.767 66.45177 872.219
1/6/2015 5:21 28.772 66.46332 872.231
1/6/2015 6:21 28.778 66.47718 872.245
1/6/2015 7:21 28.78 66.4818 872.249
1/6/2015 8:21 28.778 66.47718 872.245
1/6/2015 9:21 28.777 66.47487 872.242
1/6/2015 10:21 28.777 66.47487 872.242
1/6/2015 11:21 28.777 66.47487 872.242
1/6/2015 12:21 28.785 66.49335 872.261
1/6/2015 13:21 28.799 66.52569 872.293
1/6/2015 14:21 28.805 66.53955 872.307
1/6/2015 15:21 28.807 66.54417 872.312
1/6/2015 16:21 28.805 66.53955 872.307
1/6/2015 17:21 28.799 66.52569 872.293
1/6/2015 18:21 28.792 66.50952 872.277
1/6/2015 19:21 28.782 66.48642 872.254
1/6/2015 20:21 28.765 66.44715 872.215
1/6/2015 21:21 28.751 66.41481 872.182
1/6/2015 22:21 28.734 66.37554 872.143
1/6/2015 23:21 28.714 66.32934 872.097
1/7/2015 0:21 28.699 66.29469 872.062
1/7/2015 1:21 28.685 66.26235 872.030
1/7/2015 2:21 28.67 66.2277 871.995
1/7/2015 3:21 28.66 66.2046 871.972
1/7/2015 4:21 28.65 66.1815 871.949
1/7/2015 5:21 28.641 66.16071 871.928
1/7/2015 6:21 28.638 66.15378 871.921
1/7/2015 7:21 28.63 66.1353 871.903
1/7/2015 8:21 28.621 66.11451 871.882
1/7/2015 9:21 28.614 66.09834 871.866
1/7/2015 10:21 28.608 66.08448 871.852
1/7/2015 11:21 28.604 66.07524 871.843
1/7/2015 12:21 28.608 66.08448 871.852
1/7/2015 13:21 28.62 66.1122 871.880
1/7/2015 14:21 28.628 66.13068 871.898
1/7/2015 15:21 28.647 66.17457 871.942
1/7/2015 16:21 28.635 66.14685 871.914
1/7/2015 17:21 28.66 66.2046 871.972
1/7/2015 18:21 28.68 66.2508 872.018
1/7/2015 19:21 28.694 66.28314 872.051
1/7/2015 20:21 28.721 66.34551 872.113
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
1/7/2015 21:21 28.743 66.39633 872.164
1/7/2015 22:21 28.765 66.44715 872.215
1/7/2015 23:21 28.785 66.49335 872.261
1/8/2015 0:21 28.807 66.54417 872.312
1/8/2015 1:21 28.831 66.59961 872.367
1/8/2015 2:21 28.846 66.63426 872.402
1/8/2015 3:21 28.873 66.69663 872.464
1/8/2015 4:21 28.907 66.77517 872.543
1/8/2015 5:21 28.936 66.84216 872.610
1/8/2015 6:21 28.971 66.92301 872.690
1/8/2015 7:21 29.003 66.99693 872.764
1/8/2015 8:21 29.027 67.05237 872.820
1/8/2015 9:21 29.04 67.0824 872.850
1/8/2015 10:21 29.054 67.11474 872.882
1/8/2015 11:21 29.062 67.13322 872.901
1/8/2015 12:21 29.074 67.16094 872.928
1/8/2015 13:21 29.079 67.17249 872.940
1/8/2015 14:21 29.079 67.17249 872.940
1/8/2015 15:21 29.067 67.14477 872.912
1/8/2015 16:21 29.037 67.07547 872.843
1/8/2015 17:21 29 66.99 872.757
1/8/2015 18:21 28.964 66.90684 872.674
1/8/2015 19:21 28.927 66.82137 872.589
1/8/2015 20:21 28.897 66.75207 872.519
1/8/2015 21:21 28.871 66.69201 872.459
1/8/2015 22:21 28.843 66.62733 872.395
1/8/2015 23:21 28.822 66.57882 872.346
1/9/2015 0:21 28.8 66.528 872.295
1/9/2015 1:21 28.79 66.5049 872.272
1/9/2015 2:21 28.783 66.48873 872.256
1/9/2015 3:21 28.772 66.46332 872.231
1/9/2015 4:21 28.765 66.44715 872.215
1/9/2015 5:21 28.765 66.44715 872.215
1/9/2015 6:21 28.763 66.44253 872.210
1/9/2015 7:21 28.758 66.43098 872.198
1/9/2015 8:21 28.751 66.41481 872.182
1/9/2015 9:21 28.743 66.39633 872.164
1/9/2015 10:21 28.734 66.37554 872.143
1/9/2015 11:21 28.734 66.37554 872.143
1/9/2015 12:21 28.739 66.38709 872.154
1/9/2015 13:21 28.746 66.40326 872.171
1/9/2015 14:21 28.756 66.42636 872.194
1/9/2015 15:21 28.763 66.44253 872.210
1/9/2015 16:21 28.756 66.42636 872.194
1/9/2015 17:21 28.761 66.43791 872.205
1/9/2015 18:21 28.76 66.4356 872.203
1/9/2015 19:21 28.76 66.4356 872.203
1/9/2015 20:21 28.761 66.43791 872.205
1/9/2015 21:21 28.763 66.44253 872.210
1/9/2015 22:21 28.768 66.45408 872.221
1/9/2015 23:21 28.768 66.45408 872.221
1/10/2015 0:21 28.777 66.47487 872.242
1/10/2015 1:21 28.785 66.49335 872.261
1/10/2015 2:21 28.789 66.50259 872.270
1/10/2015 3:21 28.797 66.52107 872.288
1/10/2015 4:21 28.805 66.53955 872.307
1/10/2015 5:21 28.816 66.56496 872.332
1/10/2015 6:21 28.824 66.58344 872.351
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
1/10/2015 7:21 28.838 66.61578 872.383
1/10/2015 8:21 28.843 66.62733 872.395
1/10/2015 9:21 28.848 66.63888 872.406
1/10/2015 10:21 28.849 66.64119 872.409
1/10/2015 11:21 28.853 66.65043 872.418
1/10/2015 12:21 28.87 66.6897 872.457
1/10/2015 13:21 28.887 66.72897 872.496
1/10/2015 14:21 28.892 66.74052 872.508
1/10/2015 15:21 28.893 66.74283 872.510
1/10/2015 16:21 28.888 66.73128 872.499
1/10/2015 17:21 28.875 66.70125 872.469
1/10/2015 18:21 28.859 66.66429 872.432
1/10/2015 19:21 28.848 66.63888 872.406
1/10/2015 20:21 28.838 66.61578 872.383
1/10/2015 21:21 28.826 66.58806 872.355
1/10/2015 22:21 28.816 66.56496 872.332
1/10/2015 23:21 28.807 66.54417 872.312
1/11/2015 0:21 28.805 66.53955 872.307
1/11/2015 1:21 28.805 66.53955 872.307
1/11/2015 2:21 28.797 66.52107 872.288
1/11/2015 3:21 28.797 66.52107 872.288
1/11/2015 4:21 28.792 66.50952 872.277
1/11/2015 5:21 28.792 66.50952 872.277
1/11/2015 6:21 28.794 66.51414 872.282
1/11/2015 7:21 28.794 66.51414 872.282
1/11/2015 8:21 28.792 66.50952 872.277
1/11/2015 9:21 28.789 66.50259 872.270
1/11/2015 10:21 28.778 66.47718 872.245
1/11/2015 11:21 28.765 66.44715 872.215
1/11/2015 12:21 28.772 66.46332 872.231
1/11/2015 13:21 28.777 66.47487 872.242
1/11/2015 14:21 28.775 66.47025 872.238
1/11/2015 15:21 28.775 66.47025 872.238
1/11/2015 16:21 28.775 66.47025 872.238
1/11/2015 17:21 28.767 66.45177 872.219
1/11/2015 18:21 28.763 66.44253 872.210
1/11/2015 19:21 28.755 66.42405 872.191
1/11/2015 20:21 28.751 66.41481 872.182
1/11/2015 21:21 28.745 66.40095 872.168
1/11/2015 22:21 28.738 66.38478 872.152
1/11/2015 23:21 28.734 66.37554 872.143
1/12/2015 0:21 28.731 66.36861 872.136
1/12/2015 1:21 28.729 66.36399 872.131
1/12/2015 2:21 28.726 66.35706 872.124
1/12/2015 3:21 28.719 66.34089 872.108
1/12/2015 4:21 28.712 66.32472 872.092
1/12/2015 5:21 28.709 66.31779 872.085
1/12/2015 6:21 28.699 66.29469 872.062
1/12/2015 7:21 28.689 66.27159 872.039
1/12/2015 8:21 28.677 66.24387 872.011
1/12/2015 9:21 28.665 66.21615 871.984
1/12/2015 10:21 28.657 66.19767 871.965
1/12/2015 11:21 28.647 66.17457 871.942
1/12/2015 12:21 28.643 66.16533 871.933
1/12/2015 13:21 28.648 66.17688 871.944
1/12/2015 14:21 28.652 66.18612 871.954
1/12/2015 15:21 28.662 66.20922 871.977
1/12/2015 16:21 28.662 66.20922 871.977
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1/12/2015 18:21 28.669 66.22539 871.993
1/12/2015 19:21 28.667 66.22077 871.988
1/12/2015 20:21 28.672 66.23232 872.000
1/12/2015 21:21 28.675 66.23925 872.007
1/12/2015 22:21 28.677 66.24387 872.011
1/12/2015 23:21 28.684 66.26004 872.027
1/13/2015 0:21 28.687 66.26697 872.034
1/13/2015 1:21 28.697 66.29007 872.057
1/13/2015 2:21 28.704 66.30624 872.074
1/13/2015 3:21 28.709 66.31779 872.085
1/13/2015 4:21 28.716 66.33396 872.101
1/13/2015 5:21 28.726 66.35706 872.124
1/13/2015 6:21 28.736 66.38016 872.148
1/13/2015 7:21 28.746 66.40326 872.171
1/13/2015 8:21 28.755 66.42405 872.191
1/13/2015 9:21 28.765 66.44715 872.215
1/13/2015 10:21 28.767 66.45177 872.219
1/13/2015 11:21 28.768 66.45408 872.221
1/13/2015 12:21 28.778 66.47718 872.245
1/13/2015 13:21 28.797 66.52107 872.288
1/13/2015 14:21 28.804 66.53724 872.305
1/13/2015 15:21 28.826 66.58806 872.355
1/13/2015 16:21 28.834 66.60654 872.374
1/13/2015 17:21 28.838 66.61578 872.383
1/13/2015 18:21 28.843 66.62733 872.395
1/13/2015 19:21 28.853 66.65043 872.418
1/13/2015 20:21 28.863 66.67353 872.441
1/13/2015 21:21 28.873 66.69663 872.464
1/13/2015 22:21 28.88 66.7128 872.480
1/13/2015 23:21 28.887 66.72897 872.496
1/14/2015 0:21 28.892 66.74052 872.508
1/14/2015 1:21 28.9 66.759 872.526
1/14/2015 2:21 28.905 66.77055 872.538
1/14/2015 3:21 28.91 66.7821 872.549
1/14/2015 4:21 28.908 66.77748 872.545
1/14/2015 5:21 28.912 66.78672 872.554
1/14/2015 6:21 28.91 66.7821 872.549
1/14/2015 7:21 28.907 66.77517 872.543
1/14/2015 8:21 28.9 66.759 872.526
1/14/2015 9:21 28.898 66.75438 872.522
1/14/2015 10:21 28.892 66.74052 872.508
1/14/2015 11:21 28.883 66.71973 872.487
1/14/2015 12:21 28.885 66.72435 872.492
1/14/2015 13:21 28.888 66.73128 872.499
1/14/2015 14:21 28.897 66.75207 872.519
1/14/2015 15:21 28.9 66.759 872.526
1/14/2015 16:21 28.898 66.75438 872.522
1/14/2015 17:21 28.898 66.75438 872.522
1/14/2015 18:21 28.897 66.75207 872.519
1/14/2015 19:21 28.9 66.759 872.526
1/14/2015 20:21 28.898 66.75438 872.522
1/14/2015 21:21 28.903 66.76593 872.533
1/14/2015 22:21 28.912 66.78672 872.554
1/14/2015 23:21 28.917 66.79827 872.566
1/15/2015 0:21 28.924 66.81444 872.582
1/15/2015 1:21 28.929 66.82599 872.593
1/15/2015 2:21 28.932 66.83292 872.600
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1/15/2015 5:21 28.939 66.84909 872.616
1/15/2015 6:21 28.937 66.84447 872.612
1/15/2015 7:21 28.93 66.8283 872.596
1/15/2015 8:21 28.925 66.81675 872.584
1/15/2015 9:21 28.924 66.81444 872.582
1/15/2015 10:21 28.914 66.79134 872.559
1/15/2015 11:21 28.905 66.77055 872.538
1/15/2015 12:21 28.892 66.74052 872.508
1/15/2015 13:21 28.897 66.75207 872.519
1/15/2015 14:21 28.895 66.74745 872.515
1/15/2015 15:21 28.892 66.74052 872.508
1/15/2015 16:21 28.88 66.7128 872.480
1/15/2015 17:21 28.865 66.67815 872.446
1/15/2015 18:21 28.856 66.65736 872.425
1/15/2015 19:21 28.844 66.62964 872.397
1/15/2015 20:21 28.839 66.61809 872.385
1/15/2015 21:21 28.836 66.61116 872.379
1/15/2015 22:21 28.832 66.60192 872.369
1/15/2015 23:21 28.834 66.60654 872.374
1/16/2015 0:21 28.831 66.59961 872.367
1/16/2015 1:21 28.838 66.61578 872.383
1/16/2015 2:21 28.839 66.61809 872.385
1/16/2015 3:21 28.843 66.62733 872.395
1/16/2015 4:21 28.848 66.63888 872.406
1/16/2015 5:21 28.844 66.62964 872.397
1/16/2015 6:21 28.838 66.61578 872.383
1/16/2015 7:21 28.839 66.61809 872.385
1/16/2015 8:21 28.839 66.61809 872.385
1/16/2015 9:21 28.834 66.60654 872.374
1/16/2015 10:21 28.836 66.61116 872.379
1/16/2015 11:21 28.834 66.60654 872.374
1/16/2015 12:21 28.839 66.61809 872.385
1/16/2015 13:21 28.856 66.65736 872.425
1/16/2015 14:21 28.876 66.70356 872.471
1/16/2015 15:21 28.883 66.71973 872.487
1/16/2015 16:21 28.873 66.69663 872.464
1/16/2015 17:21 28.89 66.7359 872.503
1/16/2015 18:21 28.895 66.74745 872.515
1/16/2015 19:21 28.898 66.75438 872.522
1/16/2015 20:21 28.905 66.77055 872.538
1/16/2015 21:21 28.908 66.77748 872.545
1/16/2015 22:21 28.92 66.8052 872.573
1/16/2015 23:21 28.932 66.83292 872.600
1/17/2015 0:21 28.941 66.85371 872.621
1/17/2015 1:21 28.959 66.89529 872.663
1/17/2015 2:21 28.976 66.93456 872.702
1/17/2015 3:21 28.985 66.95535 872.723
1/17/2015 4:21 28.995 66.97845 872.746
1/17/2015 5:21 28.996 66.98076 872.748
1/17/2015 6:21 29 66.99 872.757
1/17/2015 7:21 28.996 66.98076 872.748
1/17/2015 8:21 29.001 66.99231 872.760
1/17/2015 9:21 28.995 66.97845 872.746
1/17/2015 10:21 28.988 66.96228 872.730
1/17/2015 11:21 28.974 66.92994 872.697
1/17/2015 12:21 28.968 66.91608 872.683
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MWUMore
1/17/2015 13:21 28.966 66.91146 872.679
1/17/2015 14:21 28.969 66.91839 872.686
1/17/2015 15:21 28.966 66.91146 872.679
1/17/2015 16:21 28.956 66.88836 872.656
1/17/2015 17:21 28.936 66.84216 872.610
1/17/2015 18:21 28.915 66.79365 872.561
1/17/2015 19:21 28.898 66.75438 872.522
1/17/2015 20:21 28.887 66.72897 872.496
1/17/2015 21:21 28.878 66.70818 872.476
1/17/2015 22:21 28.873 66.69663 872.464
1/17/2015 23:21 28.875 66.70125 872.469
1/18/2015 0:21 28.875 66.70125 872.469
1/18/2015 1:21 28.87 66.6897 872.457
1/18/2015 2:21 28.868 66.68508 872.452
1/18/2015 3:21 28.861 66.66891 872.436
1/18/2015 4:21 28.856 66.65736 872.425
1/18/2015 5:21 28.844 66.62964 872.397
1/18/2015 6:21 28.841 66.62271 872.390
1/18/2015 7:21 28.832 66.60192 872.369
1/18/2015 8:21 28.826 66.58806 872.355
1/18/2015 9:21 28.819 66.57189 872.339
1/18/2015 10:21 28.812 66.55572 872.323
1/18/2015 11:21 28.8 66.528 872.295
1/18/2015 12:21 28.799 66.52569 872.293
1/18/2015 13:21 28.799 66.52569 872.293
1/18/2015 14:21 28.8 66.528 872.295
1/18/2015 15:21 28.802 66.53262 872.300
1/18/2015 16:21 28.8 66.528 872.295
1/18/2015 17:21 28.794 66.51414 872.282
1/18/2015 18:21 28.789 66.50259 872.270
1/18/2015 19:21 28.78 66.4818 872.249
1/18/2015 20:21 28.777 66.47487 872.242
1/18/2015 21:21 28.775 66.47025 872.238
1/18/2015 22:21 28.772 66.46332 872.231
1/18/2015 23:21 28.775 66.47025 872.238
1/19/2015 0:21 28.777 66.47487 872.242
1/19/2015 1:21 28.777 66.47487 872.242
1/19/2015 2:21 28.783 66.48873 872.256
1/19/2015 3:21 28.792 66.50952 872.277
1/19/2015 4:21 28.799 66.52569 872.293
1/19/2015 5:21 28.807 66.54417 872.312
1/19/2015 6:21 28.814 66.56034 872.328
1/19/2015 7:21 28.819 66.57189 872.339
1/19/2015 8:21 28.826 66.58806 872.355
1/19/2015 9:21 28.824 66.58344 872.351
1/19/2015 10:21 28.827 66.59037 872.358
1/19/2015 11:21 28.829 66.59499 872.362
1/19/2015 12:21 28.841 66.62271 872.390
1/19/2015 13:21 28.851 66.64581 872.413
1/19/2015 14:21 28.865 66.67815 872.446
1/19/2015 15:21 28.876 66.70356 872.471
1/19/2015 16:21 28.875 66.70125 872.469
1/19/2015 17:21 28.878 66.70818 872.476
1/19/2015 18:21 28.876 66.70356 872.471
1/19/2015 19:21 28.87 66.6897 872.457
1/19/2015 20:21 28.866 66.68046 872.448
1/19/2015 21:21 28.865 66.67815 872.446
1/19/2015 22:21 28.865 66.67815 872.446
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MWUMore
1/19/2015 23:21 28.856 66.65736 872.425
1/20/2015 0:21 28.853 66.65043 872.418
1/20/2015 1:21 28.853 66.65043 872.418
1/20/2015 2:21 28.853 66.65043 872.418
1/20/2015 3:21 28.844 66.62964 872.397
1/20/2015 4:21 28.841 66.62271 872.390
1/20/2015 5:21 28.838 66.61578 872.383
1/20/2015 6:21 28.832 66.60192 872.369
1/20/2015 7:21 28.829 66.59499 872.362
1/20/2015 8:21 28.824 66.58344 872.351
1/20/2015 9:21 28.816 66.56496 872.332
1/20/2015 10:21 28.807 66.54417 872.312
1/20/2015 11:21 28.8 66.528 872.295
1/20/2015 12:21 28.799 66.52569 872.293
1/20/2015 13:21 28.805 66.53955 872.307
1/20/2015 14:21 28.814 66.56034 872.328
1/20/2015 15:21 28.819 66.57189 872.339
1/20/2015 16:21 28.822 66.57882 872.346
1/20/2015 17:21 28.821 66.57651 872.344
1/20/2015 18:21 28.817 66.56727 872.335
1/20/2015 19:21 28.819 66.57189 872.339
1/20/2015 20:21 28.817 66.56727 872.335
1/20/2015 21:21 28.819 66.57189 872.339
1/20/2015 22:21 28.819 66.57189 872.339
1/20/2015 23:21 28.814 66.56034 872.328
1/21/2015 0:21 28.814 66.56034 872.328
1/21/2015 1:21 28.814 66.56034 872.328
1/21/2015 2:21 28.814 66.56034 872.328
1/21/2015 3:21 28.814 66.56034 872.328
1/21/2015 4:21 28.814 66.56034 872.328
1/21/2015 5:21 28.816 66.56496 872.332
1/21/2015 6:21 28.814 66.56034 872.328
1/21/2015 7:21 28.807 66.54417 872.312
1/21/2015 8:21 28.799 66.52569 872.293
1/21/2015 9:21 28.79 66.5049 872.272
1/21/2015 10:21 28.777 66.47487 872.242
1/21/2015 11:21 28.767 66.45177 872.219
1/21/2015 12:21 28.761 66.43791 872.205
1/21/2015 13:21 28.763 66.44253 872.210
1/21/2015 14:21 28.765 66.44715 872.215
1/21/2015 15:21 28.763 66.44253 872.210
1/21/2015 16:21 28.76 66.4356 872.203
1/21/2015 17:21 28.756 66.42636 872.194
1/21/2015 18:21 28.753 66.41943 872.187
1/21/2015 19:21 28.746 66.40326 872.171
1/21/2015 20:21 28.741 66.39171 872.159
1/21/2015 21:21 28.734 66.37554 872.143
1/21/2015 22:21 28.734 66.37554 872.143
1/21/2015 23:21 28.733 66.37323 872.141
1/22/2015 0:21 28.733 66.37323 872.141
1/22/2015 1:21 28.734 66.37554 872.143
1/22/2015 2:21 28.734 66.37554 872.143
1/22/2015 3:21 28.734 66.37554 872.143
1/22/2015 4:21 28.736 66.38016 872.148
1/22/2015 5:21 28.739 66.38709 872.154
1/22/2015 6:21 28.741 66.39171 872.159
1/22/2015 7:21 28.743 66.39633 872.164
1/22/2015 8:21 28.738 66.38478 872.152
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MWUMore
1/22/2015 9:21 28.741 66.39171 872.159
1/22/2015 10:21 28.741 66.39171 872.159
1/22/2015 11:21 28.733 66.37323 872.141
1/22/2015 12:21 28.739 66.38709 872.154
1/22/2015 13:21 28.746 66.40326 872.171
1/22/2015 14:21 28.755 66.42405 872.191
1/22/2015 15:21 28.768 66.45408 872.221
1/22/2015 16:21 28.782 66.48642 872.254
1/22/2015 17:21 28.79 66.5049 872.272
1/22/2015 18:21 28.802 66.53262 872.300
1/22/2015 19:21 28.812 66.55572 872.323
1/22/2015 20:21 28.824 66.58344 872.351
1/22/2015 21:21 28.839 66.61809 872.385
1/22/2015 22:21 28.849 66.64119 872.409
1/22/2015 23:21 28.854 66.65274 872.420
1/23/2015 0:21 28.854 66.65274 872.420
1/23/2015 1:21 28.858 66.66198 872.429
1/23/2015 2:21 28.865 66.67815 872.446
1/23/2015 3:21 28.876 66.70356 872.471
1/23/2015 4:21 28.892 66.74052 872.508
1/23/2015 5:21 28.907 66.77517 872.543
1/23/2015 6:21 28.915 66.79365 872.561
1/23/2015 7:21 28.925 66.81675 872.584
1/23/2015 8:21 28.934 66.83754 872.605
1/23/2015 9:21 28.942 66.85602 872.623
1/23/2015 10:21 28.934 66.83754 872.605
1/23/2015 11:21 28.936 66.84216 872.610
1/23/2015 12:21 28.934 66.83754 872.605
1/23/2015 13:21 28.939 66.84909 872.616
1/23/2015 14:21 28.942 66.85602 872.623
1/23/2015 15:21 28.946 66.86526 872.633
1/23/2015 16:21 28.941 66.85371 872.621
1/23/2015 17:21 28.941 66.85371 872.621
1/23/2015 18:21 28.937 66.84447 872.612
1/23/2015 19:21 28.932 66.83292 872.600
1/23/2015 20:21 28.929 66.82599 872.593
1/23/2015 21:21 28.927 66.82137 872.589
1/23/2015 22:21 28.925 66.81675 872.584
1/23/2015 23:21 28.925 66.81675 872.584
1/24/2015 0:21 28.925 66.81675 872.584
1/24/2015 1:21 28.93 66.8283 872.596
1/24/2015 2:21 28.937 66.84447 872.612
1/24/2015 3:21 28.936 66.84216 872.610
1/24/2015 4:21 28.937 66.84447 872.612
1/24/2015 5:21 28.941 66.85371 872.621
1/24/2015 6:21 28.941 66.85371 872.621
1/24/2015 7:21 28.942 66.85602 872.623
1/24/2015 8:21 28.942 66.85602 872.623
1/24/2015 9:21 28.944 66.86064 872.628
1/24/2015 10:21 28.941 66.85371 872.621
1/24/2015 11:21 28.944 66.86064 872.628
1/24/2015 12:21 28.944 66.86064 872.628
1/24/2015 13:21 28.951 66.87681 872.644
1/24/2015 14:21 28.963 66.90453 872.672
1/24/2015 15:21 28.969 66.91839 872.686
1/24/2015 16:21 28.968 66.91608 872.683
1/24/2015 17:21 28.968 66.91608 872.683
1/24/2015 18:21 28.963 66.90453 872.672
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MWUMore
1/24/2015 19:21 28.957 66.89067 872.658
1/24/2015 20:21 28.949 66.87219 872.640
1/24/2015 21:21 28.944 66.86064 872.628
1/24/2015 22:21 28.939 66.84909 872.616
1/24/2015 23:21 28.93 66.8283 872.596
1/25/2015 0:21 28.914 66.79134 872.559
1/25/2015 1:21 28.9 66.759 872.526
1/25/2015 2:21 28.888 66.73128 872.499
1/25/2015 3:21 28.875 66.70125 872.469
1/25/2015 4:21 28.859 66.66429 872.432
1/25/2015 5:21 28.843 66.62733 872.395
1/25/2015 6:21 28.832 66.60192 872.369
1/25/2015 7:21 28.819 66.57189 872.339
1/25/2015 8:21 28.805 66.53955 872.307
1/25/2015 9:21 28.795 66.51645 872.284
1/25/2015 10:21 28.787 66.49797 872.265
1/25/2015 11:21 28.773 66.46563 872.233
1/25/2015 12:21 28.763 66.44253 872.210
1/25/2015 13:21 28.767 66.45177 872.219
1/25/2015 14:21 28.77 66.4587 872.226
1/25/2015 15:21 28.772 66.46332 872.231
1/25/2015 16:21 28.772 66.46332 872.231
1/25/2015 17:21 28.778 66.47718 872.245
1/25/2015 18:21 28.778 66.47718 872.245
1/25/2015 19:21 28.777 66.47487 872.242
1/25/2015 20:21 28.782 66.48642 872.254
1/25/2015 21:21 28.789 66.50259 872.270
1/25/2015 22:21 28.799 66.52569 872.293
1/25/2015 23:21 28.81 66.5511 872.318
1/26/2015 0:21 28.819 66.57189 872.339
1/26/2015 1:21 28.831 66.59961 872.367
1/26/2015 2:21 28.849 66.64119 872.409
1/26/2015 3:21 28.861 66.66891 872.436
1/26/2015 4:21 28.883 66.71973 872.487
1/26/2015 5:21 28.91 66.7821 872.549
1/26/2015 6:21 28.919 66.80289 872.570
1/26/2015 7:21 28.929 66.82599 872.593
1/26/2015 8:21 28.944 66.86064 872.628
1/26/2015 9:21 28.942 66.85602 872.623
1/26/2015 10:21 28.942 66.85602 872.623
1/26/2015 11:21 28.941 66.85371 872.621
1/26/2015 12:21 28.93 66.8283 872.596
1/26/2015 13:21 28.925 66.81675 872.584
1/26/2015 14:21 28.92 66.8052 872.573
1/26/2015 15:21 28.912 66.78672 872.554
1/26/2015 16:21 28.897 66.75207 872.519
1/26/2015 17:21 28.887 66.72897 872.496
1/26/2015 18:21 28.87 66.6897 872.457
1/26/2015 19:21 28.859 66.66429 872.432
1/26/2015 20:21 28.846 66.63426 872.402
1/26/2015 21:21 28.836 66.61116 872.379
1/26/2015 22:21 28.829 66.59499 872.362
1/26/2015 23:21 28.822 66.57882 872.346
1/27/2015 0:21 28.81 66.5511 872.318
1/27/2015 1:21 28.802 66.53262 872.300
1/27/2015 2:21 28.795 66.51645 872.284
1/27/2015 3:21 28.789 66.50259 872.270
1/27/2015 4:21 28.782 66.48642 872.254
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MWUMore
1/27/2015 5:21 28.78 66.4818 872.249
1/27/2015 6:21 28.778 66.47718 872.245
1/27/2015 7:21 28.773 66.46563 872.233
1/27/2015 8:21 28.763 66.44253 872.210
1/27/2015 9:21 28.767 66.45177 872.219
1/27/2015 10:21 28.761 66.43791 872.205
1/27/2015 11:21 28.753 66.41943 872.187
1/27/2015 12:21 28.758 66.43098 872.198
1/27/2015 13:21 28.761 66.43791 872.205
1/27/2015 14:21 28.767 66.45177 872.219
1/27/2015 15:21 28.772 66.46332 872.231
1/27/2015 16:21 28.778 66.47718 872.245
1/27/2015 17:21 28.785 66.49335 872.261
1/27/2015 18:21 28.787 66.49797 872.265
1/27/2015 19:21 28.787 66.49797 872.265
1/27/2015 20:21 28.797 66.52107 872.288
1/27/2015 21:21 28.802 66.53262 872.300
1/27/2015 22:21 28.805 66.53955 872.307
1/27/2015 23:21 28.812 66.55572 872.323
1/28/2015 0:21 28.816 66.56496 872.332
1/28/2015 1:21 28.817 66.56727 872.335
1/28/2015 2:21 28.831 66.59961 872.367
1/28/2015 3:21 28.836 66.61116 872.379
1/28/2015 4:21 28.844 66.62964 872.397
1/28/2015 5:21 28.853 66.65043 872.418
1/28/2015 6:21 28.859 66.66429 872.432
1/28/2015 7:21 28.865 66.67815 872.446
1/28/2015 8:21 28.871 66.69201 872.459
1/28/2015 9:21 28.876 66.70356 872.471
1/28/2015 10:21 28.883 66.71973 872.487
1/28/2015 11:21 28.888 66.73128 872.499
1/28/2015 12:21 28.89 66.7359 872.503
1/28/2015 13:21 28.905 66.77055 872.538
1/28/2015 14:21 28.922 66.80982 872.577
1/28/2015 15:21 28.939 66.84909 872.616
1/28/2015 16:21 28.946 66.86526 872.633
1/28/2015 17:21 28.946 66.86526 872.633
1/28/2015 18:21 28.937 66.84447 872.612
1/28/2015 19:21 28.932 66.83292 872.600
1/28/2015 20:21 28.915 66.79365 872.561
1/28/2015 21:21 28.919 66.80289 872.570
1/28/2015 22:21 28.917 66.79827 872.566
1/28/2015 23:21 28.907 66.77517 872.543
1/29/2015 0:21 28.902 66.76362 872.531
1/29/2015 1:21 28.897 66.75207 872.519
1/29/2015 2:21 28.89 66.7359 872.503
1/29/2015 3:21 28.883 66.71973 872.487
1/29/2015 4:21 28.875 66.70125 872.469
1/29/2015 5:21 28.865 66.67815 872.446
1/29/2015 6:21 28.851 66.64581 872.413
1/29/2015 7:21 28.836 66.61116 872.379
1/29/2015 8:21 28.812 66.55572 872.323
1/29/2015 9:21 28.797 66.52107 872.288
1/29/2015 10:21 28.778 66.47718 872.245
1/29/2015 11:21 28.761 66.43791 872.205
1/29/2015 12:21 28.748 66.40788 872.175
1/29/2015 13:21 28.753 66.41943 872.187
1/29/2015 14:21 28.751 66.41481 872.182
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1/29/2015 17:21 28.728 66.36168 872.129
1/29/2015 18:21 28.718 66.33858 872.106
1/29/2015 19:21 28.702 66.30162 872.069
1/29/2015 20:21 28.696 66.28776 872.055
1/29/2015 21:21 28.687 66.26697 872.034
1/29/2015 22:21 28.685 66.26235 872.030
1/29/2015 23:21 28.687 66.26697 872.034
1/30/2015 0:21 28.685 66.26235 872.030
1/30/2015 1:21 28.685 66.26235 872.030
1/30/2015 2:21 28.692 66.27852 872.046
1/30/2015 3:21 28.701 66.29931 872.067
1/30/2015 4:21 28.711 66.32241 872.090
1/30/2015 5:21 28.721 66.34551 872.113
1/30/2015 6:21 28.729 66.36399 872.131
1/30/2015 7:21 28.736 66.38016 872.148
1/30/2015 8:21 28.739 66.38709 872.154
1/30/2015 9:21 28.741 66.39171 872.159
1/30/2015 10:21 28.746 66.40326 872.171
1/30/2015 11:21 28.75 66.4125 872.180
1/30/2015 12:21 28.761 66.43791 872.205
1/30/2015 13:21 28.78 66.4818 872.249
1/30/2015 14:21 28.799 66.52569 872.293
1/30/2015 15:21 28.821 66.57651 872.344
1/30/2015 16:21 28.836 66.61116 872.379
1/30/2015 17:21 28.851 66.64581 872.413
1/30/2015 18:21 28.865 66.67815 872.446
1/30/2015 19:21 28.875 66.70125 872.469
1/30/2015 20:21 28.878 66.70818 872.476
1/30/2015 21:21 28.883 66.71973 872.487
1/30/2015 22:21 28.887 66.72897 872.496
1/30/2015 23:21 28.895 66.74745 872.515
1/31/2015 0:21 28.905 66.77055 872.538
1/31/2015 1:21 28.914 66.79134 872.559
1/31/2015 2:21 28.92 66.8052 872.573
1/31/2015 3:21 28.92 66.8052 872.573
1/31/2015 4:21 28.922 66.80982 872.577
1/31/2015 5:21 28.917 66.79827 872.566
1/31/2015 6:21 28.91 66.7821 872.549
1/31/2015 7:21 28.903 66.76593 872.533
1/31/2015 8:21 28.893 66.74283 872.510
1/31/2015 9:21 28.887 66.72897 872.496
1/31/2015 10:21 28.876 66.70356 872.471
1/31/2015 11:21 28.87 66.6897 872.457
1/31/2015 12:21 28.865 66.67815 872.446
1/31/2015 13:21 28.868 66.68508 872.452
1/31/2015 14:21 28.868 66.68508 872.452
1/31/2015 15:21 28.871 66.69201 872.459
1/31/2015 16:21 28.866 66.68046 872.448
1/31/2015 17:21 28.871 66.69201 872.459
1/31/2015 18:21 28.866 66.68046 872.448
1/31/2015 19:21 28.865 66.67815 872.446
1/31/2015 20:21 28.865 66.67815 872.446
1/31/2015 21:21 28.863 66.67353 872.441
1/31/2015 22:21 28.865 66.67815 872.446
1/31/2015 23:21 28.865 66.67815 872.446
2/1/2015 0:21 28.861 66.66891 872.436
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2/1/2015 3:21 28.868 66.68508 872.452
2/1/2015 4:21 28.873 66.69663 872.464
2/1/2015 5:21 28.876 66.70356 872.471
2/1/2015 6:21 28.878 66.70818 872.476
2/1/2015 7:21 28.876 66.70356 872.471
2/1/2015 8:21 28.861 66.66891 872.436
2/1/2015 9:21 28.851 66.64581 872.413
2/1/2015 10:21 28.849 66.64119 872.409
2/1/2015 11:21 28.843 66.62733 872.395
2/1/2015 12:21 28.838 66.61578 872.383
2/1/2015 13:21 28.848 66.63888 872.406
2/1/2015 14:21 28.858 66.66198 872.429
2/1/2015 15:21 28.865 66.67815 872.446
2/1/2015 16:21 28.87 66.6897 872.457
2/1/2015 17:21 28.865 66.67815 872.446
2/1/2015 18:21 28.858 66.66198 872.429
2/1/2015 19:21 28.853 66.65043 872.418
2/1/2015 20:21 28.839 66.61809 872.385
2/1/2015 21:21 28.839 66.61809 872.385
2/1/2015 22:21 28.838 66.61578 872.383
2/1/2015 23:21 28.838 66.61578 872.383
2/2/2015 0:21 28.838 66.61578 872.383
2/2/2015 1:21 28.843 66.62733 872.395
2/2/2015 2:21 28.848 66.63888 872.406
2/2/2015 3:21 28.853 66.65043 872.418
2/2/2015 4:21 28.856 66.65736 872.425
2/2/2015 5:21 28.861 66.66891 872.436
2/2/2015 6:21 28.871 66.69201 872.459
2/2/2015 7:21 28.876 66.70356 872.471
2/2/2015 8:21 28.87 66.6897 872.457
2/2/2015 9:21 28.861 66.66891 872.436
2/2/2015 10:21 28.866 66.68046 872.448
2/2/2015 11:21 28.863 66.67353 872.441
2/2/2015 12:21 28.866 66.68046 872.448
2/2/2015 13:21 28.88 66.7128 872.480
2/2/2015 14:21 28.895 66.74745 872.515
2/2/2015 15:21 28.908 66.77748 872.545
2/2/2015 16:21 28.919 66.80289 872.570
2/2/2015 17:21 28.92 66.8052 872.573
2/2/2015 18:21 28.922 66.80982 872.577
2/2/2015 19:21 28.907 66.77517 872.543
2/2/2015 20:21 28.902 66.76362 872.531
2/2/2015 21:21 28.903 66.76593 872.533
2/2/2015 22:21 28.902 66.76362 872.531
2/2/2015 23:21 28.903 66.76593 872.533
2/3/2015 0:21 28.91 66.7821 872.549
2/3/2015 1:21 28.912 66.78672 872.554
2/3/2015 2:21 28.915 66.79365 872.561
2/3/2015 3:21 28.912 66.78672 872.554
2/3/2015 4:21 28.912 66.78672 872.554
2/3/2015 5:21 28.912 66.78672 872.554
2/3/2015 6:21 28.914 66.79134 872.559
2/3/2015 7:21 28.908 66.77748 872.545
2/3/2015 8:21 28.895 66.74745 872.515
2/3/2015 9:21 28.89 66.7359 872.503
2/3/2015 10:21 28.887 66.72897 872.496
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2/3/2015 12:21 28.898 66.75438 872.522
2/3/2015 13:21 28.897 66.75207 872.519
2/3/2015 14:21 28.897 66.75207 872.519
2/3/2015 15:21 28.9 66.759 872.526
2/3/2015 16:21 28.897 66.75207 872.519
2/3/2015 17:21 28.897 66.75207 872.519
2/3/2015 18:21 28.897 66.75207 872.519
2/3/2015 19:21 28.892 66.74052 872.508
2/3/2015 20:21 28.881 66.71511 872.482
2/3/2015 21:21 28.873 66.69663 872.464
2/3/2015 22:21 28.873 66.69663 872.464
2/3/2015 23:21 28.866 66.68046 872.448
2/4/2015 0:21 28.866 66.68046 872.448
2/4/2015 1:21 28.865 66.67815 872.446
2/4/2015 2:21 28.865 66.67815 872.446
2/4/2015 3:21 28.861 66.66891 872.436
2/4/2015 4:21 28.859 66.66429 872.432
2/4/2015 5:21 28.856 66.65736 872.425
2/4/2015 6:21 28.848 66.63888 872.406
2/4/2015 7:21 28.839 66.61809 872.385
2/4/2015 8:21 28.822 66.57882 872.346
2/4/2015 9:21 28.81 66.5511 872.318
2/4/2015 10:21 28.802 66.53262 872.300
2/4/2015 11:21 28.795 66.51645 872.284
2/4/2015 12:21 28.787 66.49797 872.265
2/4/2015 13:21 28.787 66.49797 872.265
2/4/2015 14:21 28.79 66.5049 872.272
2/4/2015 15:21 28.794 66.51414 872.282
2/4/2015 16:21 28.79 66.5049 872.272
2/4/2015 17:21 28.794 66.51414 872.282
2/4/2015 18:21 28.785 66.49335 872.261
2/4/2015 19:21 28.775 66.47025 872.238
2/4/2015 20:21 28.768 66.45408 872.221
2/4/2015 21:21 28.765 66.44715 872.215
2/4/2015 22:21 28.768 66.45408 872.221
2/4/2015 23:21 28.772 66.46332 872.231
2/5/2015 0:21 28.777 66.47487 872.242
2/5/2015 1:21 28.78 66.4818 872.249
2/5/2015 2:21 28.789 66.50259 872.270
2/5/2015 3:21 28.795 66.51645 872.284
2/5/2015 4:21 28.799 66.52569 872.293
2/5/2015 5:21 28.814 66.56034 872.328
2/5/2015 6:21 28.826 66.58806 872.355
2/5/2015 7:21 28.834 66.60654 872.374
2/5/2015 8:21 28.841 66.62271 872.390
2/5/2015 9:21 28.854 66.65274 872.420
2/5/2015 10:21 28.861 66.66891 872.436
2/5/2015 11:21 28.878 66.70818 872.476
2/5/2015 12:21 28.89 66.7359 872.503
2/5/2015 13:21 28.902 66.76362 872.531
2/5/2015 14:21 28.915 66.79365 872.561
2/5/2015 15:21 28.93 66.8283 872.596
2/5/2015 16:21 28.939 66.84909 872.616
2/5/2015 17:21 28.944 66.86064 872.628
2/5/2015 18:21 28.944 66.86064 872.628
2/5/2015 19:21 28.942 66.85602 872.623
2/5/2015 20:21 28.937 66.84447 872.612
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MWUMore
2/5/2015 21:21 28.934 66.83754 872.605
2/5/2015 22:21 28.932 66.83292 872.600
2/5/2015 23:21 28.925 66.81675 872.584
2/6/2015 0:21 28.922 66.80982 872.577
2/6/2015 1:21 28.92 66.8052 872.573
2/6/2015 2:21 28.922 66.80982 872.577
2/6/2015 3:21 28.92 66.8052 872.573
2/6/2015 4:21 28.927 66.82137 872.589
2/6/2015 5:21 28.932 66.83292 872.600
2/6/2015 6:21 28.939 66.84909 872.616
2/6/2015 7:21 28.939 66.84909 872.616
2/6/2015 8:21 28.937 66.84447 872.612
2/6/2015 9:21 28.936 66.84216 872.610
2/6/2015 10:21 28.932 66.83292 872.600
2/6/2015 11:21 28.924 66.81444 872.582
2/6/2015 12:21 28.924 66.81444 872.582
2/6/2015 13:21 28.927 66.82137 872.589
2/6/2015 14:21 28.934 66.83754 872.605
2/6/2015 15:21 28.942 66.85602 872.623
2/6/2015 16:21 28.949 66.87219 872.640
2/6/2015 17:21 28.956 66.88836 872.656
2/6/2015 18:21 28.949 66.87219 872.640
2/6/2015 19:21 28.942 66.85602 872.623
2/6/2015 20:21 28.947 66.86757 872.635
2/6/2015 21:21 28.951 66.87681 872.644
2/6/2015 22:21 28.954 66.88374 872.651
2/6/2015 23:21 28.959 66.89529 872.663
2/7/2015 0:21 28.963 66.90453 872.672
2/7/2015 1:21 28.971 66.92301 872.690
2/7/2015 2:21 28.976 66.93456 872.702
2/7/2015 3:21 28.981 66.94611 872.713
2/7/2015 4:21 28.988 66.96228 872.730
2/7/2015 5:21 28.995 66.97845 872.746
2/7/2015 6:21 29.005 67.00155 872.769
2/7/2015 7:21 29.017 67.02927 872.797
2/7/2015 8:21 29.012 67.01772 872.785
2/7/2015 9:21 29.017 67.02927 872.797
2/7/2015 10:21 29.012 67.01772 872.785
2/7/2015 11:21 29.007 67.00617 872.774
2/7/2015 12:21 29.005 67.00155 872.769
2/7/2015 13:21 29.015 67.02465 872.792
2/7/2015 14:21 29.015 67.02465 872.792
2/7/2015 15:21 29.02 67.0362 872.804
2/7/2015 16:21 29.018 67.03158 872.799
2/7/2015 17:21 29.008 67.00848 872.776
2/7/2015 18:21 28.996 66.98076 872.748
2/7/2015 19:21 28.99 66.9669 872.734
2/7/2015 20:21 28.983 66.95073 872.718
2/7/2015 21:21 28.981 66.94611 872.713
2/7/2015 22:21 28.974 66.92994 872.697
2/7/2015 23:21 28.964 66.90684 872.674
2/8/2015 0:21 28.954 66.88374 872.651
2/8/2015 1:21 28.946 66.86526 872.633
2/8/2015 2:21 28.939 66.84909 872.616
2/8/2015 3:21 28.932 66.83292 872.600
2/8/2015 4:21 28.927 66.82137 872.589
2/8/2015 5:21 28.922 66.80982 872.577
2/8/2015 6:21 28.91 66.7821 872.549
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2/8/2015 7:21 28.9 66.759 872.526
2/8/2015 8:21 28.885 66.72435 872.492
2/8/2015 9:21 28.871 66.69201 872.459
2/8/2015 10:21 28.859 66.66429 872.432
2/8/2015 11:21 28.846 66.63426 872.402
2/8/2015 12:21 28.839 66.61809 872.385
2/8/2015 13:21 28.838 66.61578 872.383
2/8/2015 14:21 28.834 66.60654 872.374
2/8/2015 15:21 28.832 66.60192 872.369
2/8/2015 16:21 28.822 66.57882 872.346
2/8/2015 17:21 28.817 66.56727 872.335
2/8/2015 18:21 28.805 66.53955 872.307
2/8/2015 19:21 28.794 66.51414 872.282
2/8/2015 20:21 28.782 66.48642 872.254
2/8/2015 21:21 28.78 66.4818 872.249
2/8/2015 22:21 28.775 66.47025 872.238
2/8/2015 23:21 28.773 66.46563 872.233
2/9/2015 0:21 28.772 66.46332 872.231
2/9/2015 1:21 28.773 66.46563 872.233
2/9/2015 2:21 28.773 66.46563 872.233
2/9/2015 3:21 28.77 66.4587 872.226
2/9/2015 4:21 28.773 66.46563 872.233
2/9/2015 5:21 28.777 66.47487 872.242
2/9/2015 6:21 28.772 66.46332 872.231
2/9/2015 7:21 28.773 66.46563 872.233
2/9/2015 8:21 28.77 66.4587 872.226
2/9/2015 9:21 28.767 66.45177 872.219
2/9/2015 10:21 28.767 66.45177 872.219
2/9/2015 11:21 28.77 66.4587 872.226
2/9/2015 12:21 28.775 66.47025 872.238
2/9/2015 13:21 28.782 66.48642 872.254
2/9/2015 14:21 28.79 66.5049 872.272
2/9/2015 15:21 28.802 66.53262 872.300
2/9/2015 16:21 28.81 66.5511 872.318
2/9/2015 17:21 28.817 66.56727 872.335
2/9/2015 18:21 28.821 66.57651 872.344
2/9/2015 19:21 28.821 66.57651 872.344
2/9/2015 20:21 28.826 66.58806 872.355
2/9/2015 21:21 28.826 66.58806 872.355
2/9/2015 22:21 28.831 66.59961 872.367
2/9/2015 23:21 28.832 66.60192 872.369
2/10/2015 0:21 28.836 66.61116 872.379
2/10/2015 1:21 28.841 66.62271 872.390
2/10/2015 2:21 28.844 66.62964 872.397
2/10/2015 3:21 28.851 66.64581 872.413
2/10/2015 4:21 28.861 66.66891 872.436
2/10/2015 5:21 28.866 66.68046 872.448
2/10/2015 6:21 28.881 66.71511 872.482
2/10/2015 7:21 28.888 66.73128 872.499
2/10/2015 8:21 28.888 66.73128 872.499
2/10/2015 9:21 28.9 66.759 872.526
2/10/2015 10:21 28.92 66.8052 872.573
2/10/2015 11:21 28.915 66.79365 872.561
2/10/2015 12:21 28.919 66.80289 872.570
2/10/2015 13:21 28.922 66.80982 872.577
2/10/2015 14:21 28.936 66.84216 872.610
2/10/2015 15:21 28.947 66.86757 872.635
2/10/2015 16:21 28.952 66.87912 872.646
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MWUMore
2/10/2015 17:21 28.957 66.89067 872.658
2/10/2015 18:21 28.963 66.90453 872.672
2/10/2015 19:21 28.964 66.90684 872.674
2/10/2015 20:21 28.969 66.91839 872.686
2/10/2015 21:21 28.971 66.92301 872.690
2/10/2015 22:21 28.968 66.91608 872.683
2/10/2015 23:21 28.956 66.88836 872.656
2/11/2015 0:21 28.942 66.85602 872.623
2/11/2015 1:21 28.934 66.83754 872.605
2/11/2015 2:21 28.924 66.81444 872.582
2/11/2015 3:21 28.903 66.76593 872.533
2/11/2015 4:21 28.892 66.74052 872.508
2/11/2015 5:21 28.88 66.7128 872.480
2/11/2015 6:21 28.866 66.68046 872.448
2/11/2015 7:21 28.853 66.65043 872.418
2/11/2015 8:21 28.838 66.61578 872.383
2/11/2015 9:21 28.827 66.59037 872.358
2/11/2015 10:21 28.817 66.56727 872.335
2/11/2015 11:21 28.81 66.5511 872.318
2/11/2015 12:21 28.804 66.53724 872.305
2/11/2015 13:21 28.804 66.53724 872.305
2/11/2015 14:21 28.804 66.53724 872.305
2/11/2015 15:21 28.812 66.55572 872.323
2/11/2015 16:21 28.817 66.56727 872.335
2/11/2015 17:21 28.819 66.57189 872.339
2/11/2015 18:21 28.817 66.56727 872.335
2/11/2015 19:21 28.819 66.57189 872.339
2/11/2015 20:21 28.812 66.55572 872.323
2/11/2015 21:21 28.802 66.53262 872.300
2/11/2015 22:21 28.792 66.50952 872.277
2/11/2015 23:21 28.778 66.47718 872.245
2/12/2015 0:21 28.768 66.45408 872.221
2/12/2015 1:21 28.76 66.4356 872.203
2/12/2015 2:21 28.753 66.41943 872.187
2/12/2015 3:21 28.739 66.38709 872.154
2/12/2015 4:21 28.736 66.38016 872.148
2/12/2015 5:21 28.743 66.39633 872.164
2/12/2015 6:21 28.743 66.39633 872.164
2/12/2015 7:21 28.743 66.39633 872.164
2/12/2015 8:21 28.743 66.39633 872.164
2/12/2015 9:21 28.738 66.38478 872.152
2/12/2015 10:21 28.75 66.4125 872.180
2/12/2015 11:21 28.758 66.43098 872.198
2/12/2015 12:21 28.765 66.44715 872.215
2/12/2015 13:21 28.782 66.48642 872.254
2/12/2015 14:21 28.795 66.51645 872.284
2/12/2015 15:21 28.807 66.54417 872.312
2/12/2015 16:21 28.822 66.57882 872.346
2/12/2015 17:21 28.836 66.61116 872.379
2/12/2015 18:21 28.848 66.63888 872.406
2/12/2015 19:21 28.856 66.65736 872.425
2/12/2015 20:21 28.866 66.68046 872.448
2/12/2015 21:21 28.878 66.70818 872.476
2/12/2015 22:21 28.887 66.72897 872.496
2/12/2015 23:21 28.893 66.74283 872.510
2/13/2015 0:21 28.912 66.78672 872.554
2/13/2015 1:21 28.934 66.83754 872.605
2/13/2015 2:21 28.946 66.86526 872.633
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2/13/2015 4:21 28.959 66.89529 872.663
2/13/2015 5:21 28.966 66.91146 872.679
2/13/2015 6:21 28.971 66.92301 872.690
2/13/2015 7:21 28.974 66.92994 872.697
2/13/2015 8:21 28.981 66.94611 872.713
2/13/2015 9:21 28.99 66.9669 872.734
2/13/2015 10:21 28.985 66.95535 872.723
2/13/2015 11:21 28.988 66.96228 872.730
2/13/2015 12:21 28.993 66.97383 872.741
2/13/2015 13:21 28.996 66.98076 872.748
2/13/2015 14:21 29.007 67.00617 872.774
2/13/2015 15:21 29.008 67.00848 872.776
2/13/2015 16:21 29.005 67.00155 872.769
2/13/2015 17:21 28.995 66.97845 872.746
2/13/2015 18:21 28.983 66.95073 872.718
2/13/2015 19:21 28.971 66.92301 872.690
2/13/2015 20:21 28.956 66.88836 872.656
2/13/2015 21:21 28.946 66.86526 872.633
2/13/2015 22:21 28.942 66.85602 872.623
2/13/2015 23:21 28.941 66.85371 872.621
2/14/2015 0:21 28.937 66.84447 872.612
2/14/2015 1:21 28.942 66.85602 872.623
2/14/2015 2:21 28.932 66.83292 872.600
2/14/2015 3:21 28.919 66.80289 872.570
2/14/2015 4:21 28.908 66.77748 872.545
2/14/2015 5:21 28.892 66.74052 872.508
2/14/2015 6:21 28.87 66.6897 872.457
2/14/2015 7:21 28.848 66.63888 872.406
2/14/2015 8:21 28.826 66.58806 872.355
2/14/2015 9:21 28.804 66.53724 872.305
2/14/2015 10:21 28.789 66.50259 872.270
2/14/2015 11:21 28.78 66.4818 872.249
2/14/2015 12:21 28.775 66.47025 872.238
2/14/2015 13:21 28.777 66.47487 872.242
2/14/2015 14:21 28.775 66.47025 872.238
2/14/2015 15:21 28.778 66.47718 872.245
2/14/2015 16:21 28.777 66.47487 872.242
2/14/2015 17:21 28.773 66.46563 872.233
2/14/2015 18:21 28.773 66.46563 872.233
2/14/2015 19:21 28.77 66.4587 872.226
2/14/2015 20:21 28.755 66.42405 872.191
2/14/2015 21:21 28.768 66.45408 872.221
2/14/2015 22:21 28.773 66.46563 872.233
2/14/2015 23:21 28.775 66.47025 872.238
2/15/2015 0:21 28.778 66.47718 872.245
2/15/2015 1:21 28.778 66.47718 872.245
2/15/2015 2:21 28.785 66.49335 872.261
2/15/2015 3:21 28.795 66.51645 872.284
2/15/2015 4:21 28.799 66.52569 872.293
2/15/2015 5:21 28.799 66.52569 872.293
2/15/2015 6:21 28.805 66.53955 872.307
2/15/2015 7:21 28.812 66.55572 872.323
2/15/2015 8:21 28.817 66.56727 872.335
2/15/2015 9:21 28.824 66.58344 872.351
2/15/2015 10:21 28.831 66.59961 872.367
2/15/2015 11:21 28.841 66.62271 872.390
2/15/2015 12:21 28.851 66.64581 872.413
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MWUMore
2/15/2015 13:21 28.863 66.67353 872.441
2/15/2015 14:21 28.875 66.70125 872.469
2/15/2015 15:21 28.887 66.72897 872.496
2/15/2015 16:21 28.898 66.75438 872.522
2/15/2015 17:21 28.907 66.77517 872.543
2/15/2015 18:21 28.91 66.7821 872.549
2/15/2015 19:21 28.91 66.7821 872.549
2/15/2015 20:21 28.914 66.79134 872.559
2/15/2015 21:21 28.919 66.80289 872.570
2/15/2015 22:21 28.922 66.80982 872.577
2/15/2015 23:21 28.925 66.81675 872.584
2/16/2015 0:21 28.937 66.84447 872.612
2/16/2015 1:21 28.942 66.85602 872.623
2/16/2015 2:21 28.951 66.87681 872.644
2/16/2015 3:21 28.959 66.89529 872.663
2/16/2015 4:21 28.968 66.91608 872.683
2/16/2015 5:21 28.973 66.92763 872.695
2/16/2015 6:21 28.978 66.93918 872.707
2/16/2015 7:21 28.981 66.94611 872.713
2/16/2015 8:21 28.981 66.94611 872.713
2/16/2015 9:21 28.979 66.94149 872.709
2/16/2015 10:21 28.979 66.94149 872.709
2/16/2015 11:21 28.983 66.95073 872.718
2/16/2015 12:21 28.988 66.96228 872.730
2/16/2015 13:21 28.996 66.98076 872.748
2/16/2015 14:21 29.007 67.00617 872.774
2/16/2015 15:21 29.013 67.02003 872.787
2/16/2015 16:21 29.015 67.02465 872.792
2/16/2015 17:21 29.01 67.0131 872.780
2/16/2015 18:21 29 66.99 872.757
2/16/2015 19:21 28.99 66.9669 872.734
2/16/2015 20:21 28.979 66.94149 872.709
2/16/2015 21:21 28.976 66.93456 872.702
2/16/2015 22:21 28.971 66.92301 872.690
2/16/2015 23:21 28.966 66.91146 872.679
2/17/2015 0:21 28.964 66.90684 872.674
2/17/2015 1:21 28.963 66.90453 872.672
2/17/2015 2:21 28.964 66.90684 872.674
2/17/2015 3:21 28.966 66.91146 872.679
2/17/2015 4:21 28.968 66.91608 872.683
2/17/2015 5:21 28.971 66.92301 872.690
2/17/2015 6:21 28.966 66.91146 872.679
2/17/2015 7:21 28.961 66.89991 872.667
2/17/2015 8:21 28.954 66.88374 872.651
2/17/2015 9:21 28.949 66.87219 872.640
2/17/2015 10:21 28.944 66.86064 872.628
2/17/2015 11:21 28.944 66.86064 872.628
2/17/2015 12:21 28.944 66.86064 872.628
2/17/2015 13:21 28.954 66.88374 872.651
2/17/2015 14:21 28.966 66.91146 872.679
2/17/2015 15:21 28.679 66.24849 872.016
2/17/2015 16:21 28.429 65.67099 871.438
2/17/2015 17:21 28.298 65.36838 871.136
2/17/2015 18:21 28.217 65.18127 870.949
2/17/2015 19:21 28.162 65.05422 870.822
2/17/2015 20:21 28.118 64.95258 870.720
2/17/2015 21:21 28.089 64.88559 870.653
2/17/2015 22:21 28.06 64.8186 870.586
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Groundwater Data Processing 20150310
MWUMore
2/17/2015 23:21 28.035 64.76085 870.528
2/18/2015 0:21 28.011 64.70541 870.473
2/18/2015 1:21 27.998 64.67538 870.443
2/18/2015 2:21 27.984 64.64304 870.410
2/18/2015 3:21 27.974 64.61994 870.387
2/18/2015 4:21 28.042 64.77702 870.544
2/18/2015 5:21 28.393 65.58783 871.355
2/18/2015 6:21 28.555 65.96205 871.729
2/18/2015 7:21 28.641 66.16071 871.928
2/18/2015 8:21 28.69 66.2739 872.041
2/18/2015 9:21 28.718 66.33858 872.106
2/18/2015 10:21 28.736 66.38016 872.148
2/18/2015 11:21 28.804 66.53724 872.305
2/18/2015 12:21 28.42 65.6502 871.418
2/18/2015 13:21 28.197 65.13507 870.902
2/18/2015 14:21 28.084 64.87404 870.641
2/18/2015 15:21 28.016 64.71696 870.484
2/18/2015 16:21 27.976 64.62456 870.392
2/18/2015 17:21 27.947 64.55757 870.325
2/18/2015 18:21 27.923 64.50213 870.270
2/18/2015 19:21 27.903 64.45593 870.223
2/18/2015 20:21 27.884 64.41204 870.179
2/18/2015 21:21 27.874 64.38894 870.156
2/18/2015 22:21 27.861 64.35891 870.126
2/18/2015 23:21 27.852 64.33812 870.105
2/19/2015 0:21 27.842 64.31502 870.082
2/19/2015 1:21 27.837 64.30347 870.071
2/19/2015 2:21 27.987 64.64997 870.417
2/19/2015 3:21 28.305 65.38455 871.152
2/19/2015 4:21 28.472 65.77032 871.538
2/19/2015 5:21 28.576 66.01056 871.778
2/19/2015 6:21 28.631 66.13761 871.905
2/19/2015 7:21 28.669 66.22539 871.993
2/19/2015 8:21 28.696 66.28776 872.055
2/19/2015 9:21 28.711 66.32241 872.090
2/19/2015 10:21 28.63 66.1353 871.903
2/19/2015 11:21 28.275 65.31525 871.083
2/19/2015 12:21 28.111 64.93641 870.704
2/19/2015 13:21 28.026 64.74006 870.507
2/19/2015 14:21 27.976 64.62456 870.392
2/19/2015 15:21 27.959 64.58529 870.353
2/19/2015 16:21 27.949 64.56219 870.330
2/19/2015 17:21 27.942 64.54602 870.313
2/19/2015 18:21 27.938 64.53678 870.304
2/19/2015 19:21 27.937 64.53447 870.302
2/19/2015 20:21 27.925 64.50675 870.274
2/19/2015 21:21 27.927 64.51137 870.279
2/19/2015 22:21 27.928 64.51368 870.281
2/19/2015 23:21 27.932 64.52292 870.290
2/20/2015 0:21 27.935 64.52985 870.297
2/20/2015 1:21 27.944 64.55064 870.318
2/20/2015 2:21 28.099 64.90869 870.676
2/20/2015 3:21 28.434 65.68254 871.450
2/20/2015 4:21 28.611 66.09141 871.859
2/20/2015 5:21 28.718 66.33858 872.106
2/20/2015 6:21 28.789 66.50259 872.270
2/20/2015 7:21 28.834 66.60654 872.374
2/20/2015 8:21 28.868 66.68508 872.452
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MWUMore
2/20/2015 9:21 28.885 66.72435 872.492
2/20/2015 10:21 28.895 66.74745 872.515
2/20/2015 11:21 28.505 65.84655 871.614
2/20/2015 12:21 28.312 65.40072 871.168
2/20/2015 13:21 28.212 65.16972 870.937
2/20/2015 14:21 28.155 65.03805 870.805
2/20/2015 15:21 28.118 64.95258 870.720
2/20/2015 16:21 28.089 64.88559 870.653
2/20/2015 17:21 28.069 64.83939 870.607
2/20/2015 18:21 28.043 64.77933 870.547
2/20/2015 19:21 28.03 64.7493 870.517
2/20/2015 20:21 28.013 64.71003 870.477
2/20/2015 21:21 27.999 64.67769 870.445
2/20/2015 22:21 27.986 64.64766 870.415
2/20/2015 23:21 27.974 64.61994 870.387
2/21/2015 0:21 27.962 64.59222 870.360
2/21/2015 1:21 27.952 64.56912 870.336
2/21/2015 2:21 28.05 64.7955 870.563
2/21/2015 3:21 28.385 65.56935 871.337
2/21/2015 4:21 28.552 65.95512 871.722
2/21/2015 5:21 28.643 66.16533 871.933
2/21/2015 6:21 28.694 66.28314 872.051
2/21/2015 7:21 28.726 66.35706 872.124
2/21/2015 8:21 28.745 66.40095 872.168
2/21/2015 9:21 28.75 66.4125 872.180
2/21/2015 10:21 28.758 66.43098 872.198
2/21/2015 11:21 28.52 65.8812 871.649
2/21/2015 12:21 28.233 65.21823 870.986
2/21/2015 13:21 28.089 64.88559 870.653
2/21/2015 14:21 28.072 64.84632 870.614
2/21/2015 15:21 28.354 65.49774 871.265
2/21/2015 16:21 28.505 65.84655 871.614
2/21/2015 17:21 28.533 65.91123 871.679
2/21/2015 18:21 28.195 65.13045 870.898
2/21/2015 19:21 28.035 64.76085 870.528
2/21/2015 20:21 27.942 64.54602 870.313
2/21/2015 21:21 27.888 64.42128 870.189
2/21/2015 22:21 27.847 64.32657 870.094
2/21/2015 23:21 27.817 64.25727 870.025
2/22/2015 0:21 27.791 64.19721 869.965
2/22/2015 1:21 27.778 64.16718 869.935
2/22/2015 2:21 27.764 64.13484 869.902
2/22/2015 3:21 27.754 64.11174 869.879
2/22/2015 4:21 27.746 64.09326 869.861
2/22/2015 5:21 27.81 64.2411 870.008
2/22/2015 6:21 28.167 65.06577 870.833
2/22/2015 7:21 28.342 65.47002 871.237
2/22/2015 8:21 28.439 65.69409 871.461
2/22/2015 9:21 28.491 65.81421 871.582
2/22/2015 10:21 28.521 65.88351 871.651
2/22/2015 11:21 28.545 65.93895 871.706
2/22/2015 12:21 28.452 65.72412 871.491
2/22/2015 13:21 28.111 64.93641 870.704
2/22/2015 14:21 27.955 64.57605 870.343
2/22/2015 15:21 27.876 64.39356 870.161
2/22/2015 16:21 27.829 64.28499 870.052
2/22/2015 17:21 27.8 64.218 869.985
2/22/2015 18:21 28.018 64.72158 870.489
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MWUMore
2/22/2015 19:21 28.283 65.33373 871.101
2/22/2015 20:21 28.415 65.63865 871.406
2/22/2015 21:21 28.532 65.90892 871.676
2/22/2015 22:21 28.222 65.19282 870.960
2/22/2015 23:21 28.008 64.69848 870.466
2/23/2015 0:21 27.905 64.46055 870.228
2/23/2015 1:21 27.844 64.31964 870.087
2/23/2015 2:21 27.812 64.24572 870.013
2/23/2015 3:21 27.791 64.19721 869.965
2/23/2015 4:21 27.785 64.18335 869.951
2/23/2015 5:21 27.788 64.19028 869.958
2/23/2015 6:21 27.737 64.07247 869.840
2/23/2015 7:21 28.136 64.99416 870.762
2/23/2015 8:21 28.366 65.52546 871.293
2/23/2015 9:21 28.496 65.82576 871.593
2/23/2015 10:21 28.579 66.01749 871.785
2/23/2015 11:21 28.638 66.15378 871.921
2/23/2015 12:21 28.658 66.19998 871.967
2/23/2015 13:21 28.297 65.36607 871.133
2/23/2015 14:21 28.14 65.0034 870.771
2/23/2015 15:21 28.072 64.84632 870.614
2/23/2015 16:21 28.045 64.78395 870.551
2/23/2015 17:21 28.03 64.7493 870.517
2/23/2015 18:21 28.033 64.75623 870.524
2/23/2015 19:21 28.038 64.76778 870.535
2/23/2015 20:21 28.043 64.77933 870.547
2/23/2015 21:21 28.05 64.7955 870.563
2/23/2015 22:21 28.06 64.8186 870.586
2/23/2015 23:21 28.069 64.83939 870.607
2/24/2015 0:21 28.082 64.86942 870.637
2/24/2015 1:21 28.096 64.90176 870.669
2/24/2015 2:21 28.094 64.89714 870.665
2/24/2015 3:21 28.055 64.80705 870.574
2/24/2015 4:21 28.456 65.73336 871.501
2/24/2015 5:21 28.677 66.24387 872.011
2/24/2015 6:21 28.792 66.50952 872.277
2/24/2015 7:21 28.856 66.65736 872.425
2/24/2015 8:21 28.893 66.74283 872.510
2/24/2015 9:21 28.91 66.7821 872.549
2/24/2015 10:21 28.952 66.87912 872.646
2/24/2015 11:21 28.592 66.04752 871.815
2/24/2015 12:21 28.346 65.47926 871.247
2/24/2015 13:21 28.212 65.16972 870.937
2/24/2015 14:21 28.133 64.98723 870.755
2/24/2015 15:21 28.082 64.86942 870.637
2/24/2015 16:21 28.045 64.78395 870.551
2/24/2015 17:21 28.015 64.71465 870.482
2/24/2015 18:21 27.987 64.64997 870.417
2/24/2015 19:21 27.954 64.57374 870.341
2/24/2015 20:21 27.928 64.51368 870.281
2/24/2015 21:21 27.917 64.48827 870.256
2/24/2015 22:21 27.905 64.46055 870.228
2/24/2015 23:21 27.896 64.43976 870.207
2/25/2015 0:21 27.896 64.43976 870.207
2/25/2015 1:21 27.891 64.42821 870.196
2/25/2015 2:21 27.874 64.38894 870.156
2/25/2015 3:21 28.271 65.30601 871.073
2/25/2015 4:21 28.469 65.76339 871.531
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MWUMore
2/25/2015 5:21 28.572 66.00132 871.769
2/25/2015 6:21 28.635 66.14685 871.914
2/25/2015 7:21 28.672 66.23232 872.000
2/25/2015 8:21 28.697 66.29007 872.057
2/25/2015 9:21 28.711 66.32241 872.090
2/25/2015 10:21 28.704 66.30624 872.074
2/25/2015 11:21 28.307 65.38917 871.157
2/25/2015 12:21 28.116 64.94796 870.715
2/25/2015 13:21 28.013 64.71003 870.477
2/25/2015 14:21 27.955 64.57605 870.343
2/25/2015 15:21 27.917 64.48827 870.256
2/25/2015 16:21 27.886 64.41666 870.184
2/25/2015 17:21 27.861 64.35891 870.126
2/25/2015 18:21 27.84 64.3104 870.078
2/25/2015 19:21 27.824 64.27344 870.041
2/25/2015 20:21 27.805 64.22955 869.997
2/25/2015 21:21 27.795 64.20645 869.974
2/25/2015 22:21 27.785 64.18335 869.951
2/25/2015 23:21 27.769 64.14639 869.914
2/26/2015 0:21 27.764 64.13484 869.902
2/26/2015 1:21 27.759 64.12329 869.891
2/26/2015 2:21 27.996 64.67076 870.438
2/26/2015 3:21 28.266 65.29446 871.062
2/26/2015 4:21 28.407 65.62017 871.388
2/26/2015 5:21 28.488 65.80728 871.575
2/26/2015 6:21 28.54 65.9274 871.695
2/26/2015 7:21 28.572 66.00132 871.769
2/26/2015 8:21 28.591 66.04521 871.813
2/26/2015 9:21 28.604 66.07524 871.843
2/26/2015 10:21 28.454 65.72874 871.496
2/26/2015 11:21 28.129 64.97799 870.745
2/26/2015 12:21 27.981 64.63611 870.403
2/26/2015 13:21 27.9 64.449 870.216
2/26/2015 14:21 27.854 64.34274 870.110
2/26/2015 15:21 27.827 64.28037 870.048
2/26/2015 16:21 27.808 64.23648 870.004
2/26/2015 17:21 27.795 64.20645 869.974
2/26/2015 18:21 27.786 64.18566 869.953
2/26/2015 19:21 27.778 64.16718 869.935
2/26/2015 20:21 27.766 64.13946 869.907
2/26/2015 21:21 27.761 64.12791 869.895
2/26/2015 22:21 27.756 64.11636 869.884
2/26/2015 23:21 27.756 64.11636 869.884
2/27/2015 0:21 27.756 64.11636 869.884
2/27/2015 1:21 27.705 63.99855 869.766
2/27/2015 2:21 28.074 64.85094 870.618
2/27/2015 3:21 28.31 65.3961 871.163
2/27/2015 4:21 28.44 65.6964 871.464
2/27/2015 5:21 28.518 65.87658 871.644
2/27/2015 6:21 28.565 65.98515 871.753
2/27/2015 7:21 28.598 66.06138 871.829
2/27/2015 8:21 28.616 66.10296 871.870
2/27/2015 9:21 28.625 66.12375 871.891
2/27/2015 10:21 28.403 65.61093 871.378
2/27/2015 11:21 28.124 64.96644 870.734
2/27/2015 12:21 27.987 64.64997 870.417
2/27/2015 13:21 27.911 64.47441 870.242
2/27/2015 14:21 27.871 64.38201 870.149
AET Project No. 03-05081 Page E60 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
2/27/2015 15:21 27.849 64.33119 870.099
2/27/2015 16:21 27.83 64.2873 870.055
2/27/2015 17:21 27.818 64.25958 870.027
2/27/2015 18:21 27.812 64.24572 870.013
2/27/2015 19:21 27.802 64.22262 869.990
2/27/2015 20:21 27.791 64.19721 869.965
2/27/2015 21:21 27.788 64.19028 869.958
2/27/2015 22:21 27.786 64.18566 869.953
2/27/2015 23:21 27.785 64.18335 869.951
2/28/2015 0:21 27.783 64.17873 869.946
2/28/2015 1:21 27.788 64.19028 869.958
2/28/2015 2:21 28.184 65.10504 870.872
2/28/2015 3:21 28.381 65.56011 871.327
2/28/2015 4:21 28.496 65.82576 871.593
2/28/2015 5:21 28.565 65.98515 871.753
2/28/2015 6:21 28.609 66.08679 871.854
2/28/2015 7:21 28.64 66.1584 871.926
2/28/2015 8:21 28.658 66.19998 871.967
2/28/2015 9:21 28.675 66.23925 872.007
2/28/2015 10:21 28.685 66.26235 872.030
2/28/2015 11:21 28.4 65.604 871.371
2/28/2015 12:21 28.153 65.03343 870.801
2/28/2015 13:21 28.035 64.76085 870.528
2/28/2015 14:21 27.976 64.62456 870.392
2/28/2015 15:21 28.03 64.7493 870.517
2/28/2015 16:21 28.366 65.52546 871.293
2/28/2015 17:21 28.528 65.89968 871.667
2/28/2015 18:21 28.616 66.10296 871.870
2/28/2015 19:21 28.672 66.23232 872.000
2/28/2015 20:21 28.505 65.84655 871.614
2/28/2015 21:21 28.219 65.18589 870.953
2/28/2015 22:21 28.087 64.88097 870.648
2/28/2015 23:21 28.013 64.71003 870.477
3/1/2015 0:21 27.971 64.61301 870.380
3/1/2015 1:21 27.945 64.55295 870.320
3/1/2015 2:21 27.93 64.5183 870.286
3/1/2015 3:21 27.92 64.4952 870.263
3/1/2015 4:21 27.918 64.49058 870.258
3/1/2015 5:21 27.913 64.47903 870.246
3/1/2015 6:21 28.136 64.99416 870.762
3/1/2015 7:21 28.413 65.63403 871.401
3/1/2015 8:21 28.554 65.95974 871.727
3/1/2015 9:21 28.63 66.1353 871.903
3/1/2015 10:21 28.663 66.21153 871.979
3/1/2015 11:21 28.697 66.29007 872.057
3/1/2015 12:21 28.545 65.93895 871.706
3/1/2015 13:21 28.239 65.23209 870.999
3/1/2015 14:21 28.102 64.91562 870.683
3/1/2015 15:21 28.021 64.72851 870.496
3/1/2015 16:21 27.971 64.61301 870.380
3/1/2015 17:21 28.079 64.86249 870.630
3/1/2015 18:21 28.39 65.5809 871.348
3/1/2015 19:21 28.527 65.89737 871.665
3/1/2015 20:21 28.599 66.06369 871.831
3/1/2015 21:21 28.398 65.59938 871.367
3/1/2015 22:21 28.141 65.00571 870.773
3/1/2015 23:21 28.008 64.69848 870.466
3/2/2015 0:21 27.925 64.50675 870.274
AET Project No. 03-05081 Page E61 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
3/2/2015 1:21 27.873 64.38663 870.154
3/2/2015 2:21 27.839 64.30809 870.075
3/2/2015 3:21 27.817 64.25727 870.025
3/2/2015 4:21 27.805 64.22955 869.997
3/2/2015 5:21 27.795 64.20645 869.974
3/2/2015 6:21 27.736 64.07016 869.838
3/2/2015 7:21 28.119 64.95489 870.722
3/2/2015 8:21 28.342 65.47002 871.237
3/2/2015 9:21 28.457 65.73567 871.503
3/2/2015 10:21 28.523 65.88813 871.656
3/2/2015 11:21 28.577 66.01287 871.780
3/2/2015 12:21 28.62 66.1122 871.880
3/2/2015 13:21 28.657 66.19767 871.965
3/2/2015 14:21 28.687 66.26697 872.034
3/2/2015 15:21 28.721 66.34551 872.113
3/2/2015 16:21 28.748 66.40788 872.175
3/2/2015 17:21 28.77 66.4587 872.226
3/2/2015 18:21 28.792 66.50952 872.277
3/2/2015 19:21 28.802 66.53262 872.300
3/2/2015 20:21 28.812 66.55572 872.323
3/2/2015 21:21 28.826 66.58806 872.355
3/2/2015 22:21 28.838 66.61578 872.383
3/2/2015 23:21 28.851 66.64581 872.413
3/3/2015 0:21 28.863 66.67353 872.441
3/3/2015 1:21 28.883 66.71973 872.487
3/3/2015 2:21 28.905 66.77055 872.538
3/3/2015 3:21 28.924 66.81444 872.582
3/3/2015 4:21 28.942 66.85602 872.623
3/3/2015 5:21 28.964 66.90684 872.674
3/3/2015 6:21 28.974 66.92994 872.697
3/3/2015 7:21 28.988 66.96228 872.730
3/3/2015 8:21 28.995 66.97845 872.746
3/3/2015 9:21 28.99 66.9669 872.734
3/3/2015 10:21 28.988 66.96228 872.730
3/3/2015 11:21 28.99 66.9669 872.734
3/3/2015 12:21 28.986 66.95766 872.725
3/3/2015 13:21 28.979 66.94149 872.709
3/3/2015 14:21 28.973 66.92763 872.695
3/3/2015 15:21 28.966 66.91146 872.679
3/3/2015 16:21 28.947 66.86757 872.635
3/3/2015 17:21 28.929 66.82599 872.593
3/3/2015 18:21 28.908 66.77748 872.545
3/3/2015 19:21 28.876 66.70356 872.471
3/3/2015 20:21 28.848 66.63888 872.406
3/3/2015 21:21 28.836 66.61116 872.379
3/3/2015 22:21 28.817 66.56727 872.335
3/3/2015 23:21 28.807 66.54417 872.312
3/4/2015 0:21 28.802 66.53262 872.300
3/4/2015 1:21 28.794 66.51414 872.282
3/4/2015 2:21 28.787 66.49797 872.265
3/4/2015 3:21 28.78 66.4818 872.249
3/4/2015 4:21 28.78 66.4818 872.249
3/4/2015 5:21 28.78 66.4818 872.249
3/4/2015 6:21 28.773 66.46563 872.233
3/4/2015 7:21 28.765 66.44715 872.215
3/4/2015 8:21 28.76 66.4356 872.203
3/4/2015 9:21 28.746 66.40326 872.171
3/4/2015 10:21 28.741 66.39171 872.159
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
3/4/2015 11:21 28.739 66.38709 872.154
3/4/2015 12:21 28.741 66.39171 872.159
3/4/2015 13:21 28.741 66.39171 872.159
3/4/2015 14:21 28.751 66.41481 872.182
3/4/2015 15:21 28.758 66.43098 872.198
3/4/2015 16:21 28.76 66.4356 872.203
3/4/2015 17:21 28.756 66.42636 872.194
3/4/2015 18:21 28.751 66.41481 872.182
3/4/2015 19:21 28.739 66.38709 872.154
3/4/2015 20:21 28.731 66.36861 872.136
3/4/2015 21:21 28.724 66.35244 872.120
3/4/2015 22:21 28.707 66.31317 872.081
3/4/2015 23:21 28.694 66.28314 872.051
3/5/2015 0:21 28.704 66.30624 872.074
3/5/2015 1:21 28.711 66.32241 872.090
3/5/2015 2:21 28.716 66.33396 872.101
3/5/2015 3:21 28.718 66.33858 872.106
3/5/2015 4:21 28.728 66.36168 872.129
3/5/2015 5:21 28.734 66.37554 872.143
3/5/2015 6:21 28.733 66.37323 872.141
3/5/2015 7:21 28.729 66.36399 872.131
3/5/2015 8:21 28.724 66.35244 872.120
3/5/2015 9:21 28.719 66.34089 872.108
3/5/2015 10:21 28.709 66.31779 872.085
3/5/2015 11:21 28.719 66.34089 872.108
3/5/2015 12:21 28.726 66.35706 872.124
3/5/2015 13:21 28.734 66.37554 872.143
3/5/2015 14:21 28.746 66.40326 872.171
3/5/2015 15:21 28.761 66.43791 872.205
3/5/2015 16:21 28.773 66.46563 872.233
3/5/2015 17:21 28.78 66.4818 872.249
3/5/2015 18:21 28.79 66.5049 872.272
3/5/2015 19:21 28.787 66.49797 872.265
3/5/2015 20:21 28.79 66.5049 872.272
3/5/2015 21:21 28.802 66.53262 872.300
3/5/2015 22:21 28.812 66.55572 872.323
3/5/2015 23:21 28.819 66.57189 872.339
3/6/2015 0:21 28.832 66.60192 872.369
3/6/2015 1:21 28.849 66.64119 872.409
3/6/2015 2:21 28.863 66.67353 872.441
3/6/2015 3:21 28.878 66.70818 872.476
3/6/2015 4:21 28.895 66.74745 872.515
3/6/2015 5:21 28.905 66.77055 872.538
3/6/2015 6:21 28.91 66.7821 872.549
3/6/2015 7:21 28.914 66.79134 872.559
3/6/2015 8:21 28.917 66.79827 872.566
3/6/2015 9:21 28.915 66.79365 872.561
3/6/2015 10:21 28.912 66.78672 872.554
3/6/2015 11:21 28.91 66.7821 872.549
3/6/2015 12:21 28.908 66.77748 872.545
3/6/2015 13:21 28.91 66.7821 872.549
3/6/2015 14:21 28.91 66.7821 872.549
3/6/2015 15:21 28.912 66.78672 872.554
3/6/2015 16:21 28.908 66.77748 872.545
3/6/2015 17:21 28.9 66.759 872.526
3/6/2015 18:21 28.898 66.75438 872.522
3/6/2015 19:21 28.89 66.7359 872.503
3/6/2015 20:21 28.883 66.71973 872.487
AET Project No. 03-05081 Page E63 of 231
City of Rosemount
Groundwater Data Processing 20150310
MWUMore
3/6/2015 21:21 28.878 66.70818 872.476
3/6/2015 22:21 28.875 66.70125 872.469
3/6/2015 23:21 28.873 66.69663 872.464
3/7/2015 0:21 28.88 66.7128 872.480
3/7/2015 1:21 28.892 66.74052 872.508
3/7/2015 2:21 28.9 66.759 872.526
3/7/2015 3:21 28.91 66.7821 872.549
3/7/2015 4:21 28.92 66.8052 872.573
3/7/2015 5:21 28.925 66.81675 872.584
3/7/2015 6:21 28.922 66.80982 872.577
3/7/2015 7:21 28.912 66.78672 872.554
3/7/2015 8:21 28.898 66.75438 872.522
3/7/2015 9:21 28.88 66.7128 872.480
3/7/2015 10:21 28.865 66.67815 872.446
3/7/2015 11:21 28.854 66.65274 872.420
3/7/2015 12:21 28.844 66.62964 872.397
3/7/2015 13:21 28.839 66.61809 872.385
3/7/2015 14:21 28.841 66.62271 872.390
3/7/2015 15:21 28.844 66.62964 872.397
3/7/2015 16:21 28.844 66.62964 872.397
3/7/2015 17:21 28.843 66.62733 872.395
3/7/2015 18:21 28.841 66.62271 872.390
3/7/2015 19:21 28.839 66.61809 872.385
3/7/2015 20:21 28.832 66.60192 872.369
3/7/2015 21:21 28.829 66.59499 872.362
3/7/2015 22:21 28.826 66.58806 872.355
3/7/2015 23:21 28.824 66.58344 872.351
3/8/2015 0:21 28.827 66.59037 872.358
3/8/2015 1:21 28.826 66.58806 872.355
3/8/2015 2:21 28.832 66.60192 872.369
3/8/2015 3:21 28.838 66.61578 872.383
3/8/2015 4:21 28.851 66.64581 872.413
3/8/2015 5:21 28.853 66.65043 872.418
3/8/2015 6:21 28.856 66.65736 872.425
3/8/2015 7:21 28.858 66.66198 872.429
3/8/2015 8:21 28.856 66.65736 872.425
3/8/2015 9:21 28.853 66.65043 872.418
3/8/2015 10:21 28.849 66.64119 872.409
3/8/2015 11:21 28.836 66.61116 872.379
3/8/2015 12:21 28.841 66.62271 872.390
3/8/2015 13:21 28.839 66.61809 872.385
3/8/2015 14:21 28.849 66.64119 872.409
3/8/2015 15:21 28.858 66.66198 872.429
3/8/2015 16:21 28.865 66.67815 872.446
3/8/2015 17:21 28.865 66.67815 872.446
3/8/2015 18:21 28.871 66.69201 872.459
3/8/2015 19:21 28.871 66.69201 872.459
3/8/2015 20:21 28.871 66.69201 872.459
3/8/2015 21:21 28.87 66.6897 872.457
3/8/2015 22:21 28.868 66.68508 872.452
3/8/2015 23:21 28.865 66.67815 872.446
3/9/2015 0:21 28.865 66.67815 872.446
3/9/2015 1:21 28.866 66.68046 872.448
3/9/2015 2:21 28.865 66.67815 872.446
3/9/2015 3:21 28.866 66.68046 872.448
3/9/2015 4:21 28.873 66.69663 872.464
3/9/2015 5:21 28.875 66.70125 872.469
3/9/2015 6:21 28.873 66.69663 872.464
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City of Rosemount
Groundwater Data Processing 20150310
MWUMore
3/9/2015 7:21 28.876 66.70356 872.471
3/9/2015 8:21 28.88 66.7128 872.480
3/9/2015 9:21 28.873 66.69663 872.464
3/9/2015 10:21 28.789 66.50259 872.270
3/9/2015 11:21 28.711 66.32241 872.090
3/9/2015 12:21 28.741 66.39171 872.159
3/9/2015 13:21 28.403 65.61093 871.378
3/9/2015 14:21 28.236 65.22516 870.993
3/9/2015 15:21 28.498 65.83038 871.598
3/9/2015 16:21 28.611 66.09141 871.859
3/9/2015 17:21 28.611 66.09141 871.859
3/9/2015 18:21 28.592 66.04752 871.815
3/9/2015 19:21 28.577 66.01287 871.780
3/9/2015 20:21 28.562 65.97822 871.746
3/9/2015 21:21 28.55 65.9505 871.718
3/9/2015 22:21 28.538 65.92278 871.690
3/9/2015 23:21 28.533 65.91123 871.679
3/10/2015 0:21 28.532 65.90892 871.676
3/10/2015 1:21 28.53 65.9043 871.672
3/10/2015 2:21 28.528 65.89968 871.667
3/10/2015 3:21 28.525 65.89275 871.660
3/10/2015 4:21 28.557 65.96667 871.734
3/10/2015 5:21 28.641 66.16071 871.928
3/10/2015 6:21 28.707 66.31317 872.081
3/10/2015 7:21 28.751 66.41481 872.182
3/10/2015 8:21 28.783 66.48873 872.256
3/10/2015 9:21 28.802 66.53262 872.300
AET Project No. 03-05081 Page E65 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:
Permittee Name:City of Rosemount
Permittee Well Number:MWUmore
MDH Unique Well Number: 767876
Well Address:14860 Akron Avenue, Rosemount MN
Measuring Point Height Above
Ground Surface (ft):
Measuring Point Description
(top of casing, top of inner
casing, etc):top of riser pipe
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)
pressure transducer
(AquiStar PT2X)
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/10/2015 0:32 872.101
3/10/2015 1:32 872.112
3/10/2015 2:32 872.117
3/10/2015 3:32 872.121
3/10/2015 4:32 872.140
3/10/2015 5:32 872.151
3/10/2015 6:32 872.156
3/10/2015 7:32 872.151
3/10/2015 8:32 872.124
3/10/2015 9:32 872.066
3/10/2015 10:32 872.031
3/10/2015 11:32 872.008
3/10/2015 12:32 872.011
3/10/2015 13:32 872.043
3/10/2015 14:32 872.071
3/10/2015 15:32 872.078
3/10/2015 16:32 872.059
3/10/2015 17:32 872.047
3/10/2015 18:32 872.020
3/10/2015 19:32 871.987
3/10/2015 20:32 871.920
3/10/2015 21:32 871.858
3/10/2015 22:32 871.810
3/10/2015 23:32 871.789
3/11/2015 0:32 871.793
3/11/2015 1:32 871.816
3/11/2015 2:32 871.835
3/11/2015 3:32 871.863
3/11/2015 4:32 871.897
3/11/2015 5:32 871.907
3/11/2015 6:32 871.895
3/11/2015 7:32 871.897
3/11/2015 8:32 871.902
3/11/2015 9:32 871.895
AET Project No. 03-05081 Page E66 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/11/2015 10:32 871.895
3/11/2015 11:32 871.895
3/11/2015 12:32 871.872
3/11/2015 13:32 871.840
3/11/2015 14:32 871.844
3/11/2015 15:32 871.858
3/11/2015 16:32 871.902
3/11/2015 17:32 871.953
3/11/2015 18:32 871.985
3/11/2015 19:32 872.015
3/11/2015 20:32 872.034
3/11/2015 21:32 872.034
3/11/2015 22:32 872.015
3/11/2015 23:32 871.976
3/12/2015 0:32 871.948
3/12/2015 1:32 871.941
3/12/2015 2:32 871.971
3/12/2015 3:32 872.015
3/12/2015 4:32 872.050
3/12/2015 5:32 872.066
3/12/2015 6:32 872.073
3/12/2015 7:32 872.082
3/12/2015 8:32 872.084
3/12/2015 9:32 872.073
3/12/2015 10:32 872.078
3/12/2015 11:32 872.084
3/12/2015 12:32 872.054
3/12/2015 13:32 872.022
3/12/2015 14:32 872.008
3/12/2015 15:32 872.034
3/12/2015 16:32 872.073
3/12/2015 17:32 872.110
3/12/2015 18:32 872.135
3/12/2015 19:32 872.156
3/12/2015 20:32 872.168
3/12/2015 21:32 872.175
3/12/2015 22:32 872.179
3/12/2015 23:32 872.184
3/13/2015 0:32 872.184
3/13/2015 1:32 872.179
3/13/2015 2:32 872.175
3/13/2015 3:32 872.172
3/13/2015 4:32 872.156
3/13/2015 5:32 872.112
3/13/2015 6:32 872.073
3/13/2015 7:32 872.050
3/13/2015 8:32 872.054
3/13/2015 9:32 872.066
3/13/2015 10:32 872.078
3/13/2015 11:32 872.094
3/13/2015 12:32 872.110
3/13/2015 13:32 872.117
3/13/2015 14:32 872.124
3/13/2015 15:32 872.117
3/13/2015 16:32 872.078
3/13/2015 17:32 872.015
3/13/2015 18:32 871.980
3/13/2015 19:32 871.941
3/13/2015 20:32 871.946
3/13/2015 21:32 871.971
3/13/2015 22:32 871.992
AET Project No. 03-05081 Page E67 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/13/2015 23:32 872.011
3/14/2015 0:32 872.031
3/14/2015 1:32 872.034
3/14/2015 2:32 872.038
3/14/2015 3:32 872.043
3/14/2015 4:32 872.050
3/14/2015 5:32 872.059
3/14/2015 6:32 872.061
3/14/2015 7:32 872.061
3/14/2015 8:32 872.059
3/14/2015 9:32 872.043
3/14/2015 10:32 872.022
3/14/2015 11:32 871.992
3/14/2015 12:32 871.971
3/14/2015 13:32 871.960
3/14/2015 14:32 871.987
3/14/2015 15:32 872.034
3/14/2015 16:32 872.066
3/14/2015 17:32 872.082
3/14/2015 18:32 872.078
3/14/2015 19:32 872.073
3/14/2015 20:32 872.089
3/14/2015 21:32 872.101
3/14/2015 22:32 872.096
3/14/2015 23:32 872.110
3/15/2015 0:32 872.124
3/15/2015 1:32 872.133
3/15/2015 2:32 872.144
3/15/2015 3:32 872.128
3/15/2015 4:32 872.094
3/15/2015 5:32 872.066
3/15/2015 6:32 872.073
3/15/2015 7:32 872.105
3/15/2015 8:32 872.161
3/15/2015 9:32 872.186
3/15/2015 10:32 872.195
3/15/2015 11:32 872.209
3/15/2015 12:32 872.235
3/15/2015 13:32 872.225
3/15/2015 14:32 872.225
3/15/2015 15:32 872.225
3/15/2015 16:32 872.230
3/15/2015 17:32 872.191
3/15/2015 18:32 872.186
3/15/2015 19:32 872.156
3/15/2015 20:32 872.135
3/15/2015 21:32 872.133
3/15/2015 22:32 872.117
3/15/2015 23:32 872.094
3/16/2015 0:32 872.054
3/16/2015 1:32 872.059
3/16/2015 2:32 872.073
3/16/2015 3:32 872.105
3/16/2015 4:32 872.117
3/16/2015 5:32 872.168
3/16/2015 6:32 872.163
3/16/2015 7:32 872.179
3/16/2015 8:32 872.202
3/16/2015 9:32 872.207
3/16/2015 10:32 872.202
3/16/2015 11:32 872.202
AET Project No. 03-05081 Page E68 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/16/2015 12:32 872.168
3/16/2015 13:32 872.096
3/16/2015 14:32 872.015
3/16/2015 15:32 871.969
3/16/2015 16:32 871.856
3/16/2015 17:32 871.810
3/16/2015 18:32 871.796
3/16/2015 19:32 871.805
3/16/2015 20:32 871.782
3/16/2015 21:32 871.773
3/16/2015 22:32 871.759
3/16/2015 23:32 871.754
3/17/2015 0:32 871.759
3/17/2015 1:32 871.766
3/17/2015 2:32 871.761
3/17/2015 3:32 871.782
3/17/2015 4:32 871.796
3/17/2015 5:32 871.777
3/17/2015 6:32 871.747
3/17/2015 7:32 871.719
3/17/2015 8:32 871.722
3/17/2015 9:32 871.733
3/17/2015 10:32 871.770
3/17/2015 11:32 871.812
3/17/2015 12:32 871.856
3/17/2015 13:32 871.897
3/17/2015 14:32 871.930
3/17/2015 15:32 871.930
3/17/2015 16:32 871.895
3/17/2015 17:32 871.867
3/17/2015 18:32 871.863
3/17/2015 19:32 871.883
3/17/2015 20:32 871.909
3/17/2015 21:32 871.937
3/17/2015 22:32 871.960
3/17/2015 23:32 871.987
3/18/2015 0:32 871.999
3/18/2015 1:32 872.022
3/18/2015 2:32 872.031
3/18/2015 3:32 872.047
3/18/2015 4:32 872.059
3/18/2015 5:32 872.059
3/18/2015 6:32 872.027
3/18/2015 7:32 871.987
3/18/2015 8:32 871.953
3/18/2015 9:32 871.941
3/18/2015 10:32 871.960
3/18/2015 11:32 871.980
3/18/2015 12:32 872.004
3/18/2015 13:32 872.027
3/18/2015 14:32 872.059
3/18/2015 15:32 872.078
3/18/2015 16:32 872.054
3/18/2015 17:32 872.004
3/18/2015 18:32 871.957
3/18/2015 19:32 871.918
3/18/2015 20:32 871.918
3/18/2015 21:32 871.946
3/18/2015 22:32 871.971
3/18/2015 23:32 871.987
3/19/2015 0:32 872.004
AET Project No. 03-05081 Page E69 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/19/2015 1:32 872.031
3/19/2015 2:32 872.047
3/19/2015 3:32 872.078
3/19/2015 4:32 872.101
3/19/2015 5:32 872.105
3/19/2015 6:32 872.117
3/19/2015 7:32 872.110
3/19/2015 8:32 872.073
3/19/2015 9:32 872.034
3/19/2015 10:32 871.999
3/19/2015 11:32 871.969
3/19/2015 12:32 871.969
3/19/2015 13:32 871.997
3/19/2015 14:32 872.047
3/19/2015 15:32 872.096
3/19/2015 16:32 872.121
3/19/2015 17:32 872.124
3/19/2015 18:32 872.121
3/19/2015 19:32 872.121
3/19/2015 20:32 872.101
3/19/2015 21:32 872.047
3/19/2015 22:32 871.992
3/19/2015 23:32 871.960
3/20/2015 0:32 871.992
3/20/2015 1:32 872.022
3/20/2015 2:32 872.050
3/20/2015 3:32 872.078
3/20/2015 4:32 872.089
3/20/2015 5:32 872.094
3/20/2015 6:32 872.089
3/20/2015 7:32 872.078
3/20/2015 8:32 872.059
3/20/2015 9:32 872.034
3/20/2015 10:32 872.004
3/20/2015 11:32 871.969
3/20/2015 12:32 871.937
3/20/2015 13:32 871.934
3/20/2015 14:32 871.948
3/20/2015 15:32 871.997
3/20/2015 16:32 872.050
3/20/2015 17:32 872.066
3/20/2015 18:32 872.089
3/20/2015 19:32 872.110
3/20/2015 20:32 872.084
3/20/2015 21:32 872.015
3/20/2015 22:32 871.964
3/20/2015 23:32 871.934
3/21/2015 0:32 871.909
3/21/2015 1:32 871.895
3/21/2015 2:32 871.867
3/21/2015 3:32 871.835
3/21/2015 4:32 871.800
3/21/2015 5:32 871.800
3/21/2015 6:32 871.823
3/21/2015 7:32 871.840
3/21/2015 8:32 871.856
3/21/2015 9:32 871.851
3/21/2015 10:32 871.856
3/21/2015 11:32 871.835
3/21/2015 12:32 871.847
3/21/2015 13:32 871.858
AET Project No. 03-05081 Page E70 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/21/2015 14:32 871.890
3/21/2015 15:32 871.913
3/21/2015 16:32 871.937
3/21/2015 17:32 871.953
3/21/2015 18:32 871.969
3/21/2015 19:32 871.980
3/21/2015 20:32 871.969
3/21/2015 21:32 871.941
3/21/2015 22:32 871.886
3/21/2015 23:32 871.840
3/22/2015 0:32 871.816
3/22/2015 1:32 871.833
3/22/2015 2:32 871.872
3/22/2015 3:32 871.909
3/22/2015 4:32 871.948
3/22/2015 5:32 871.971
3/22/2015 6:32 871.976
3/22/2015 7:32 871.971
3/22/2015 8:32 871.971
3/22/2015 9:32 871.964
3/22/2015 10:32 871.953
3/22/2015 11:32 871.964
3/22/2015 12:32 871.976
3/22/2015 13:32 871.985
3/22/2015 14:32 872.011
3/22/2015 15:32 872.031
3/22/2015 16:32 872.027
3/22/2015 17:32 872.034
3/22/2015 18:32 871.971
3/22/2015 19:32 871.937
3/22/2015 20:32 871.879
3/22/2015 21:32 871.886
3/22/2015 22:32 871.902
3/22/2015 23:32 871.918
3/23/2015 0:32 871.925
3/23/2015 1:32 871.941
3/23/2015 2:32 871.957
3/23/2015 3:32 871.976
3/23/2015 4:32 871.997
3/23/2015 5:32 871.999
3/23/2015 6:32 872.011
3/23/2015 7:32 872.022
3/23/2015 8:32 872.004
3/23/2015 9:32 871.992
3/23/2015 10:32 871.953
3/23/2015 11:32 871.913
3/23/2015 12:32 871.874
3/23/2015 13:32 871.847
3/23/2015 14:32 871.872
3/23/2015 15:32 871.930
3/23/2015 16:32 871.960
3/23/2015 17:32 871.976
3/23/2015 18:32 871.971
3/23/2015 19:32 871.985
3/23/2015 20:32 871.980
3/23/2015 21:32 871.971
3/23/2015 22:32 871.976
3/23/2015 23:32 871.976
3/24/2015 0:32 871.934
3/24/2015 1:32 871.902
3/24/2015 2:32 871.890
AET Project No. 03-05081 Page E71 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/24/2015 3:32 871.925
3/24/2015 4:32 871.985
3/24/2015 5:32 872.015
3/24/2015 6:32 872.031
3/24/2015 7:32 872.038
3/24/2015 8:32 872.061
3/24/2015 9:32 872.066
3/24/2015 10:32 872.047
3/24/2015 11:32 872.027
3/24/2015 12:32 871.992
3/24/2015 13:32 871.971
3/24/2015 14:32 871.960
3/24/2015 15:32 871.971
3/24/2015 16:32 871.992
3/24/2015 17:32 872.034
3/24/2015 18:32 872.073
3/24/2015 19:32 872.101
3/24/2015 20:32 872.101
3/24/2015 21:32 872.112
3/24/2015 22:32 872.124
3/24/2015 23:32 872.121
3/25/2015 0:32 872.117
3/25/2015 1:32 872.133
3/25/2015 2:32 872.112
3/25/2015 3:32 872.096
3/25/2015 4:32 872.071
3/25/2015 5:32 872.059
3/25/2015 6:32 872.094
3/25/2015 7:32 872.110
3/25/2015 8:32 872.101
3/25/2015 9:32 872.101
3/25/2015 10:32 872.078
3/25/2015 11:32 872.038
3/25/2015 12:32 871.999
3/25/2015 13:32 871.937
3/25/2015 14:32 871.863
3/25/2015 15:32 871.816
3/25/2015 16:32 871.789
3/25/2015 17:32 871.793
3/25/2015 18:32 871.821
3/25/2015 19:32 871.844
3/25/2015 20:32 871.856
3/25/2015 21:32 871.872
3/25/2015 22:32 871.895
3/25/2015 23:32 871.902
3/26/2015 0:32 871.907
3/26/2015 1:32 871.920
3/26/2015 2:32 871.930
3/26/2015 3:32 871.948
3/26/2015 4:32 871.925
3/26/2015 5:32 871.890
3/26/2015 6:32 871.863
3/26/2015 7:32 871.833
3/26/2015 8:32 871.828
3/26/2015 9:32 871.844
3/26/2015 10:32 871.867
3/26/2015 11:32 871.886
3/26/2015 12:32 871.897
3/26/2015 13:32 871.907
3/26/2015 14:32 871.902
3/26/2015 15:32 871.872
AET Project No. 03-05081 Page E72 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/26/2015 16:32 871.844
3/26/2015 17:32 871.812
3/26/2015 18:32 871.796
3/26/2015 19:32 871.789
3/26/2015 20:32 871.800
3/26/2015 21:32 871.816
3/26/2015 22:32 871.828
3/26/2015 23:32 871.840
3/27/2015 0:32 871.851
3/27/2015 1:32 871.872
3/27/2015 2:32 871.886
3/27/2015 3:32 871.895
3/27/2015 4:32 871.897
3/27/2015 5:32 871.883
3/27/2015 6:32 871.835
3/27/2015 7:32 871.796
3/27/2015 8:32 871.789
3/27/2015 9:32 871.810
3/27/2015 10:32 871.844
3/27/2015 11:32 871.886
3/27/2015 12:32 871.907
3/27/2015 13:32 871.925
3/27/2015 14:32 871.953
3/27/2015 15:32 871.960
3/27/2015 16:32 871.948
3/27/2015 17:32 871.907
3/27/2015 18:32 871.867
3/27/2015 19:32 871.851
3/27/2015 20:32 871.867
3/27/2015 21:32 871.886
3/27/2015 22:32 871.909
3/27/2015 23:32 871.930
3/28/2015 0:32 871.946
3/28/2015 1:32 871.964
3/28/2015 2:32 871.976
3/28/2015 3:32 871.985
3/28/2015 4:32 871.976
3/28/2015 5:32 871.980
3/28/2015 6:32 871.957
3/28/2015 7:32 871.948
3/28/2015 8:32 871.937
3/28/2015 9:32 871.941
3/28/2015 10:32 871.930
3/28/2015 11:32 871.895
3/28/2015 12:32 871.858
3/28/2015 13:32 871.851
3/28/2015 14:32 871.879
3/28/2015 15:32 871.925
3/28/2015 16:32 871.960
3/28/2015 17:32 871.992
3/28/2015 18:32 872.008
3/28/2015 19:32 872.043
3/28/2015 20:32 872.038
3/28/2015 21:32 872.054
3/28/2015 22:32 872.082
3/28/2015 23:32 872.112
3/29/2015 0:32 872.128
3/29/2015 1:32 872.140
3/29/2015 2:32 872.163
3/29/2015 3:32 872.184
3/29/2015 4:32 872.198
AET Project No. 03-05081 Page E73 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/29/2015 5:32 872.179
3/29/2015 6:32 872.172
3/29/2015 7:32 872.172
3/29/2015 8:32 872.207
3/29/2015 9:32 872.242
3/29/2015 10:32 872.242
3/29/2015 11:32 872.230
3/29/2015 12:32 872.161
3/29/2015 13:32 872.094
3/29/2015 14:32 872.054
3/29/2015 15:32 872.020
3/29/2015 16:32 871.971
3/29/2015 17:32 871.948
3/29/2015 18:32 871.918
3/29/2015 19:32 871.883
3/29/2015 20:32 871.858
3/29/2015 21:32 871.844
3/29/2015 22:32 871.810
3/29/2015 23:32 871.777
3/30/2015 0:32 871.754
3/30/2015 1:32 871.773
3/30/2015 2:32 871.810
3/30/2015 3:32 871.851
3/30/2015 4:32 871.883
3/30/2015 5:32 871.890
3/30/2015 6:32 871.890
3/30/2015 7:32 871.895
3/30/2015 8:32 871.930
3/30/2015 9:32 871.937
3/30/2015 10:32 871.925
3/30/2015 11:32 871.897
3/30/2015 12:32 871.897
3/30/2015 13:32 871.890
3/30/2015 14:32 871.907
3/30/2015 15:32 871.948
3/30/2015 16:32 871.992
3/30/2015 17:32 872.022
3/30/2015 18:32 872.038
3/30/2015 19:32 872.011
3/30/2015 20:32 871.976
3/30/2015 21:32 871.941
3/30/2015 22:32 871.918
3/30/2015 23:32 871.895
3/31/2015 0:32 871.856
3/31/2015 1:32 871.835
3/31/2015 2:32 871.840
3/31/2015 3:32 871.879
3/31/2015 4:32 871.907
3/31/2015 5:32 871.930
3/31/2015 6:32 871.934
3/31/2015 7:32 871.930
3/31/2015 8:32 871.925
3/31/2015 9:32 871.913
3/31/2015 10:32 871.897
3/31/2015 11:32 871.886
3/31/2015 12:32 871.858
3/31/2015 13:32 871.840
3/31/2015 14:32 871.823
3/31/2015 15:32 871.821
3/31/2015 16:32 871.821
3/31/2015 17:32 871.835
AET Project No. 03-05081 Page E74 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/31/2015 18:32 871.858
3/31/2015 19:32 871.874
3/31/2015 20:32 871.886
3/31/2015 21:32 871.883
3/31/2015 22:32 871.897
3/31/2015 23:32 871.920
4/1/2015 0:32 871.941
4/1/2015 1:32 871.960
4/1/2015 2:32 871.957
4/1/2015 3:32 871.946
4/1/2015 4:32 871.920
4/1/2015 5:32 871.913
4/1/2015 6:32 871.925
4/1/2015 7:32 871.957
4/1/2015 8:32 871.976
4/1/2015 9:32 872.011
4/1/2015 10:32 872.031
4/1/2015 11:32 872.038
4/1/2015 12:32 872.031
4/1/2015 13:32 872.020
4/1/2015 14:32 872.027
4/1/2015 15:32 872.027
4/1/2015 16:32 871.999
4/1/2015 17:32 872.015
4/1/2015 18:32 872.047
4/1/2015 19:32 872.066
4/1/2015 20:32 872.034
4/1/2015 21:32 871.971
4/1/2015 22:32 871.992
4/1/2015 23:32 871.957
4/2/2015 0:32 871.948
4/2/2015 1:32 871.930
4/2/2015 2:32 871.907
4/2/2015 3:32 871.872
4/2/2015 4:32 871.835
4/2/2015 5:32 871.816
4/2/2015 6:32 871.833
4/2/2015 7:32 871.851
4/2/2015 8:32 871.872
4/2/2015 9:32 871.872
4/2/2015 10:32 871.867
4/2/2015 11:32 871.867
4/2/2015 12:32 871.867
4/2/2015 13:32 871.844
4/2/2015 14:32 871.828
4/2/2015 15:32 871.810
4/2/2015 16:32 871.784
4/2/2015 17:32 871.777
4/2/2015 18:32 871.766
4/2/2015 19:32 871.770
4/2/2015 20:32 871.766
4/2/2015 21:32 871.743
4/2/2015 22:32 871.738
4/2/2015 23:32 871.754
4/3/2015 0:32 871.749
4/3/2015 1:32 871.754
4/3/2015 2:32 871.761
4/3/2015 3:32 871.789
4/3/2015 4:32 871.784
4/3/2015 5:32 871.745
4/3/2015 6:32 871.682
AET Project No. 03-05081 Page E75 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/3/2015 7:32 871.648
4/3/2015 8:32 871.652
4/3/2015 9:32 871.676
4/3/2015 10:32 871.692
4/3/2015 11:32 871.708
4/3/2015 12:32 871.722
4/3/2015 13:32 871.747
4/3/2015 14:32 871.745
4/3/2015 15:32 871.731
4/3/2015 16:32 871.710
4/3/2015 17:32 871.699
4/3/2015 18:32 871.687
4/3/2015 19:32 871.710
4/3/2015 20:32 871.738
4/3/2015 21:32 871.759
4/3/2015 22:32 871.777
4/3/2015 23:32 871.812
4/4/2015 0:32 871.840
4/4/2015 1:32 871.867
4/4/2015 2:32 871.913
4/4/2015 3:32 871.937
4/4/2015 4:32 871.948
4/4/2015 5:32 871.946
4/4/2015 6:32 871.937
4/4/2015 7:32 871.925
4/4/2015 8:32 871.907
4/4/2015 9:32 871.874
4/4/2015 10:32 871.821
4/4/2015 11:32 871.777
4/4/2015 12:32 871.766
4/4/2015 13:32 871.789
4/4/2015 14:32 871.835
4/4/2015 15:32 871.883
4/4/2015 16:32 871.925
4/4/2015 17:32 871.953
4/4/2015 18:32 871.976
4/4/2015 19:32 872.008
4/4/2015 20:32 872.004
4/4/2015 21:32 871.985
4/4/2015 22:32 871.985
4/4/2015 23:32 871.980
4/5/2015 0:32 871.969
4/5/2015 1:32 871.976
4/5/2015 2:32 871.971
4/5/2015 3:32 871.980
4/5/2015 4:32 871.985
4/5/2015 5:32 871.969
4/5/2015 6:32 871.937
4/5/2015 7:32 871.890
4/5/2015 8:32 871.851
4/5/2015 9:32 871.828
4/5/2015 10:32 871.828
4/5/2015 11:32 871.867
4/5/2015 12:32 871.902
4/5/2015 13:32 871.918
4/5/2015 14:32 871.946
4/5/2015 15:32 871.971
4/5/2015 16:32 871.980
4/5/2015 17:32 871.976
4/5/2015 18:32 871.980
4/5/2015 19:32 871.992
AET Project No. 03-05081 Page E76 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/5/2015 20:32 871.985
4/5/2015 21:32 871.964
4/5/2015 22:32 871.953
4/5/2015 23:32 871.930
4/6/2015 0:32 871.934
4/6/2015 1:32 871.918
4/6/2015 2:32 871.909
4/6/2015 3:32 871.879
4/6/2015 4:32 871.846
4/6/2015 5:32 871.805
4/6/2015 6:32 871.821
4/6/2015 7:32 871.840
4/6/2015 8:32 871.851
4/6/2015 9:32 871.867
4/6/2015 10:32 871.858
4/6/2015 11:32 871.844
4/6/2015 12:32 871.846
4/6/2015 13:32 871.816
4/6/2015 14:32 871.796
4/6/2015 15:32 871.773
4/6/2015 16:32 871.761
4/6/2015 17:32 871.770
4/6/2015 18:32 871.773
4/6/2015 19:32 871.789
4/6/2015 20:32 871.796
4/6/2015 21:32 871.784
4/6/2015 22:32 871.793
4/6/2015 23:32 871.796
4/7/2015 0:32 871.805
4/7/2015 1:32 871.816
4/7/2015 2:32 871.833
4/7/2015 3:32 871.856
4/7/2015 4:32 871.874
4/7/2015 5:32 871.872
4/7/2015 6:32 871.823
4/7/2015 7:32 871.777
4/7/2015 8:32 871.743
4/7/2015 9:32 871.749
4/7/2015 10:32 871.761
4/7/2015 11:32 871.782
4/7/2015 12:32 871.805
4/7/2015 13:32 871.816
4/7/2015 14:32 871.846
4/7/2015 15:32 871.844
4/7/2015 16:32 871.867
4/7/2015 17:32 871.851
4/7/2015 18:32 871.810
4/7/2015 19:32 871.810
4/7/2015 20:32 871.816
4/7/2015 21:32 871.828
4/7/2015 22:32 871.833
4/7/2015 23:32 871.844
4/8/2015 0:32 871.851
4/8/2015 1:32 871.874
4/8/2015 2:32 871.907
4/8/2015 3:32 871.925
4/8/2015 4:32 871.946
4/8/2015 5:32 871.960
4/8/2015 6:32 871.960
4/8/2015 7:32 871.934
4/8/2015 8:32 871.879
AET Project No. 03-05081 Page E77 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/8/2015 9:32 871.823
4/8/2015 10:32 871.800
4/8/2015 11:32 871.816
4/8/2015 12:32 871.847
4/8/2015 13:32 871.897
4/8/2015 14:32 871.918
4/8/2015 15:32 871.941
4/8/2015 16:32 871.985
4/8/2015 17:32 872.015
4/8/2015 18:32 872.031
4/8/2015 19:32 872.004
4/8/2015 20:32 871.948
4/8/2015 21:32 871.897
4/8/2015 22:32 871.909
4/8/2015 23:32 871.941
4/9/2015 0:32 871.953
4/9/2015 1:32 871.987
4/9/2015 2:32 872.020
4/9/2015 3:32 872.027
4/9/2015 4:32 872.047
4/9/2015 5:32 872.061
4/9/2015 6:32 872.066
4/9/2015 7:32 872.073
4/9/2015 8:32 872.027
4/9/2015 9:32 872.089
4/9/2015 10:32 872.043
4/9/2015 11:32 871.987
4/9/2015 12:32 871.957
4/9/2015 13:32 871.925
4/9/2015 14:32 871.907
4/9/2015 15:32 871.918
4/9/2015 16:32 871.920
4/9/2015 17:32 871.953
4/9/2015 18:32 872.004
4/9/2015 19:32 871.997
4/9/2015 20:32 871.992
4/9/2015 21:32 871.997
4/9/2015 22:32 871.971
4/9/2015 23:32 871.960
4/10/2015 0:32 871.953
4/10/2015 1:32 871.953
4/10/2015 2:32 871.941
4/10/2015 3:32 871.909
4/10/2015 4:32 871.886
4/10/2015 5:32 871.879
4/10/2015 6:32 871.879
4/10/2015 7:32 871.879
4/10/2015 8:32 871.872
4/10/2015 9:32 871.835
4/10/2015 10:32 871.805
4/10/2015 11:32 871.777
4/10/2015 12:32 871.766
4/10/2015 13:32 871.759
4/10/2015 14:32 871.719
4/10/2015 15:32 871.687
4/10/2015 16:32 871.676
4/10/2015 17:32 871.682
4/10/2015 18:32 871.731
4/10/2015 19:32 871.777
4/10/2015 20:32 871.796
4/10/2015 21:32 871.800
AET Project No. 03-05081 Page E78 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/10/2015 22:32 871.805
4/10/2015 23:32 871.805
4/11/2015 0:32 871.816
4/11/2015 1:32 871.821
4/11/2015 2:32 871.828
4/11/2015 3:32 871.833
4/11/2015 4:32 871.840
4/11/2015 5:32 871.844
4/11/2015 6:32 871.840
4/11/2015 7:32 871.840
4/11/2015 8:32 871.828
4/11/2015 9:32 871.796
4/11/2015 10:32 871.777
4/11/2015 11:32 871.773
4/11/2015 12:32 871.823
4/11/2015 13:32 871.874
4/11/2015 14:32 871.909
4/11/2015 15:32 871.957
4/11/2015 16:32 871.985
4/11/2015 17:32 872.004
4/11/2015 18:32 872.020
4/11/2015 19:32 872.031
4/11/2015 20:32 872.038
4/11/2015 21:32 872.038
4/11/2015 22:32 872.031
4/11/2015 23:32 872.031
4/12/2015 0:32 872.031
4/12/2015 1:32 872.034
4/12/2015 2:32 872.043
4/12/2015 3:32 872.020
4/12/2015 4:32 871.976
4/12/2015 5:32 871.934
4/12/2015 6:32 871.913
4/12/2015 7:32 871.925
4/12/2015 8:32 871.964
4/12/2015 9:32 871.999
4/12/2015 10:32 872.015
4/12/2015 11:32 872.015
4/12/2015 12:32 872.031
4/12/2015 13:32 872.054
4/12/2015 14:32 872.066
4/12/2015 15:32 872.077
4/12/2015 16:32 872.082
4/12/2015 17:32 872.101
4/12/2015 18:32 872.066
4/12/2015 19:32 872.071
4/12/2015 20:32 872.047
4/12/2015 21:32 871.992
4/12/2015 22:32 871.948
4/12/2015 23:32 871.920
4/13/2015 0:32 871.858
4/13/2015 1:32 871.844
4/13/2015 2:32 871.821
4/13/2015 3:32 871.816
4/13/2015 4:32 871.840
4/13/2015 5:32 871.835
4/13/2015 6:32 871.810
4/13/2015 7:32 871.800
4/13/2015 8:32 871.805
4/13/2015 9:32 871.789
4/13/2015 10:32 871.770
AET Project No. 03-05081 Page E79 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/13/2015 11:32 871.722
4/13/2015 12:32 871.696
4/13/2015 13:32 871.657
4/13/2015 14:32 871.648
4/13/2015 15:32 871.676
4/13/2015 16:32 871.719
4/13/2015 17:32 871.759
4/13/2015 18:32 871.777
4/13/2015 19:32 871.789
4/13/2015 20:32 871.782
4/13/2015 21:32 871.770
4/13/2015 22:32 871.777
4/13/2015 23:32 871.784
4/14/2015 0:32 871.796
4/14/2015 1:32 871.800
4/14/2015 2:32 871.796
4/14/2015 3:32 871.770
4/14/2015 4:32 871.733
4/14/2015 5:32 871.708
4/14/2015 6:32 871.676
4/14/2015 7:32 871.687
4/14/2015 8:32 871.715
4/14/2015 9:32 871.738
4/14/2015 10:32 871.773
4/14/2015 11:32 871.800
4/14/2015 12:32 871.833
4/14/2015 13:32 871.846
4/14/2015 14:32 871.835
4/14/2015 15:32 871.812
4/14/2015 16:32 871.796
4/14/2015 17:32 871.777
4/14/2015 18:32 871.773
4/14/2015 19:32 871.800
4/14/2015 20:32 871.828
4/14/2015 21:32 871.840
4/14/2015 22:32 871.867
4/14/2015 23:32 871.886
4/15/2015 0:32 871.897
4/15/2015 1:32 871.907
4/15/2015 2:32 871.918
4/15/2015 3:32 871.913
4/15/2015 4:32 871.907
4/15/2015 5:32 871.879
4/15/2015 6:32 871.823
4/15/2015 7:32 871.773
4/15/2015 8:32 871.733
4/15/2015 9:32 871.726
4/15/2015 10:32 871.738
4/15/2015 11:32 871.777
4/15/2015 12:32 871.823
4/15/2015 13:32 871.863
4/15/2015 14:32 871.897
4/15/2015 15:32 871.925
4/15/2015 16:32 871.937
4/15/2015 17:32 871.897
4/15/2015 18:32 871.856
4/15/2015 19:32 871.821
4/15/2015 20:32 871.789
4/15/2015 21:32 871.800
4/15/2015 22:32 871.833
4/15/2015 23:32 871.867
AET Project No. 03-05081 Page E80 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/16/2015 0:32 871.886
4/16/2015 1:32 871.909
4/16/2015 2:32 871.920
4/16/2015 3:32 871.930
4/16/2015 4:32 871.934
4/16/2015 5:32 871.937
4/16/2015 6:32 871.934
4/16/2015 7:32 871.902
4/16/2015 8:32 871.851
4/16/2015 9:32 871.812
4/16/2015 10:32 871.789
4/16/2015 11:32 871.796
4/16/2015 12:32 871.846
4/16/2015 13:32 871.879
4/16/2015 14:32 871.907
4/16/2015 15:32 871.918
4/16/2015 16:32 871.930
4/16/2015 17:32 871.920
4/16/2015 18:32 871.890
4/16/2015 19:32 871.846
4/16/2015 20:32 871.793
4/16/2015 21:32 871.754
4/16/2015 22:32 871.754
4/16/2015 23:32 871.784
4/17/2015 0:32 871.823
4/17/2015 1:32 871.828
4/17/2015 2:32 871.828
4/17/2015 3:32 871.828
4/17/2015 4:32 871.835
4/17/2015 5:32 871.828
4/17/2015 6:32 871.816
4/17/2015 7:32 871.805
4/17/2015 8:32 871.784
4/17/2015 9:32 871.759
4/17/2015 10:32 871.731
4/17/2015 11:32 871.710
4/17/2015 12:32 871.715
4/17/2015 13:32 871.726
4/17/2015 14:32 871.759
4/17/2015 15:32 871.805
4/17/2015 16:32 871.844
4/17/2015 17:32 871.863
4/17/2015 18:32 871.867
4/17/2015 19:32 871.872
4/17/2015 20:32 871.867
4/17/2015 21:32 871.846
4/17/2015 22:32 871.835
4/17/2015 23:32 871.789
4/18/2015 0:32 871.743
4/18/2015 1:32 871.710
4/18/2015 2:32 871.708
4/18/2015 3:32 871.747
4/18/2015 4:32 871.766
4/18/2015 5:32 871.782
4/18/2015 6:32 871.784
4/18/2015 7:32 871.777
4/18/2015 8:32 871.789
4/18/2015 9:32 871.800
4/18/2015 10:32 871.812
4/18/2015 11:32 871.833
4/18/2015 12:32 871.851
AET Project No. 03-05081 Page E81 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/18/2015 13:32 871.851
4/18/2015 14:32 871.833
4/18/2015 15:32 871.821
4/18/2015 16:32 871.833
4/18/2015 17:32 871.863
4/18/2015 18:32 871.890
4/18/2015 19:32 871.902
4/18/2015 20:32 871.872
4/18/2015 21:32 871.867
4/18/2015 22:32 871.872
4/18/2015 23:32 871.879
4/19/2015 0:32 871.909
4/19/2015 1:32 871.937
4/19/2015 2:32 871.948
4/19/2015 3:32 871.969
4/19/2015 4:32 871.976
4/19/2015 5:32 871.985
4/19/2015 6:32 871.971
4/19/2015 7:32 871.937
4/19/2015 8:32 871.897
4/19/2015 9:32 871.895
4/19/2015 10:32 871.907
4/19/2015 11:32 871.937
4/19/2015 12:32 871.960
4/19/2015 13:32 871.987
4/19/2015 14:32 871.999
4/19/2015 15:32 872.004
4/19/2015 16:32 872.008
4/19/2015 17:32 871.987
4/19/2015 18:32 871.969
4/19/2015 19:32 871.960
4/19/2015 20:32 871.964
4/19/2015 21:32 871.948
4/19/2015 22:32 871.948
4/19/2015 23:32 871.925
4/20/2015 0:32 871.879
4/20/2015 1:32 871.851
4/20/2015 2:32 871.844
4/20/2015 3:32 871.874
4/20/2015 4:32 871.907
4/20/2015 5:32 871.918
4/20/2015 6:32 871.925
4/20/2015 7:32 871.930
4/20/2015 8:32 871.934
4/20/2015 9:32 871.918
4/20/2015 10:32 871.897
4/20/2015 11:32 871.863
4/20/2015 12:32 871.821
4/20/2015 13:32 871.777
4/20/2015 14:32 871.759
4/20/2015 15:32 871.749
4/20/2015 16:32 871.749
4/20/2015 17:32 871.789
4/20/2015 18:32 871.828
4/20/2015 19:32 871.835
4/20/2015 20:32 871.846
4/20/2015 21:32 871.851
4/20/2015 22:32 871.840
4/20/2015 23:32 871.840
4/21/2015 0:32 871.833
4/21/2015 1:32 871.833
AET Project No. 03-05081 Page E82 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/21/2015 2:32 871.828
4/21/2015 3:32 871.793
4/21/2015 4:32 871.761
4/21/2015 5:32 871.747
4/21/2015 6:32 871.731
4/21/2015 7:32 871.759
4/21/2015 8:32 871.782
4/21/2015 9:32 871.793
4/21/2015 10:32 871.800
4/21/2015 11:32 871.796
4/21/2015 12:32 871.789
4/21/2015 13:32 871.777
4/21/2015 14:32 871.731
4/21/2015 15:32 871.682
4/21/2015 16:32 871.652
4/21/2015 17:32 871.629
4/21/2015 18:32 871.648
4/21/2015 19:32 871.676
4/21/2015 20:32 871.703
4/21/2015 21:32 871.710
4/21/2015 22:32 871.710
4/21/2015 23:32 871.722
4/22/2015 0:32 871.726
4/22/2015 1:32 871.738
4/22/2015 2:32 871.766
4/22/2015 3:32 871.770
4/22/2015 4:32 871.761
4/22/2015 5:32 871.726
4/22/2015 6:32 871.682
4/22/2015 7:32 871.648
4/22/2015 8:32 871.652
4/22/2015 9:32 871.664
4/22/2015 10:32 871.687
4/22/2015 11:32 871.715
4/22/2015 12:32 871.743
4/22/2015 13:32 871.759
4/22/2015 14:32 871.759
4/22/2015 15:32 871.754
4/22/2015 16:32 871.719
4/22/2015 17:32 871.687
4/22/2015 18:32 871.669
4/22/2015 19:32 871.657
4/22/2015 20:32 871.680
4/22/2015 21:32 871.703
4/22/2015 22:32 871.731
4/22/2015 23:32 871.733
4/23/2015 0:32 871.747
4/23/2015 1:32 871.747
4/23/2015 2:32 871.759
4/23/2015 3:32 871.761
4/23/2015 4:32 871.761
4/23/2015 5:32 871.770
4/23/2015 6:32 871.754
4/23/2015 7:32 871.719
4/23/2015 8:32 871.676
4/23/2015 9:32 871.646
4/23/2015 10:32 871.629
4/23/2015 11:32 871.646
4/23/2015 12:32 871.682
4/23/2015 13:32 871.731
4/23/2015 14:32 871.766
AET Project No. 03-05081 Page E83 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/23/2015 15:32 871.796
4/23/2015 16:32 871.828
4/23/2015 17:32 871.844
4/23/2015 18:32 871.828
4/23/2015 19:32 871.796
4/23/2015 20:32 871.761
4/23/2015 21:32 871.743
4/23/2015 22:32 871.761
4/23/2015 23:32 871.793
4/24/2015 0:32 871.810
4/24/2015 1:32 871.833
4/24/2015 2:32 871.858
4/24/2015 3:32 871.879
4/24/2015 4:32 871.895
4/24/2015 5:32 871.902
4/24/2015 6:32 871.907
4/24/2015 7:32 871.895
4/24/2015 8:32 871.867
4/24/2015 9:32 871.833
4/24/2015 10:32 871.810
4/24/2015 11:32 871.796
4/24/2015 12:32 871.800
4/24/2015 13:32 871.828
4/24/2015 14:32 871.872
4/24/2015 15:32 871.886
4/24/2015 16:32 871.907
4/24/2015 17:32 871.913
4/24/2015 18:32 871.930
4/24/2015 19:32 871.920
4/24/2015 20:32 871.925
4/24/2015 21:32 871.913
4/24/2015 22:32 871.907
4/24/2015 23:32 871.913
4/25/2015 0:32 871.907
4/25/2015 1:32 871.913
4/25/2015 2:32 871.909
4/25/2015 3:32 871.886
4/25/2015 4:32 871.840
4/25/2015 5:32 871.800
4/25/2015 6:32 871.777
4/25/2015 7:32 871.784
4/25/2015 8:32 871.796
4/25/2015 9:32 871.810
4/25/2015 10:32 871.816
4/25/2015 11:32 871.823
4/25/2015 12:32 871.844
4/25/2015 13:32 871.856
4/25/2015 14:32 871.856
4/25/2015 15:32 871.851
4/25/2015 16:32 871.840
4/25/2015 17:32 871.835
4/25/2015 18:32 871.828
4/25/2015 19:32 871.823
4/25/2015 20:32 871.810
4/25/2015 21:32 871.800
4/25/2015 22:32 871.784
4/25/2015 23:32 871.773
4/26/2015 0:32 871.743
4/26/2015 1:32 871.696
4/26/2015 2:32 871.669
4/26/2015 3:32 871.664
AET Project No. 03-05081 Page E84 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/26/2015 4:32 871.682
4/26/2015 5:32 871.703
4/26/2015 6:32 871.710
4/26/2015 7:32 871.710
4/26/2015 8:32 871.708
4/26/2015 9:32 871.708
4/26/2015 10:32 871.703
4/26/2015 11:32 871.710
4/26/2015 12:32 871.733
4/26/2015 13:32 871.749
4/26/2015 14:32 871.773
4/26/2015 15:32 871.796
4/26/2015 16:32 871.805
4/26/2015 17:32 871.812
4/26/2015 18:32 871.812
4/26/2015 19:32 871.812
4/26/2015 20:32 871.810
4/26/2015 21:32 871.773
4/26/2015 22:32 871.715
4/26/2015 23:32 871.664
4/27/2015 0:32 871.657
4/27/2015 1:32 871.696
4/27/2015 2:32 871.722
4/27/2015 3:32 871.726
4/27/2015 4:32 871.743
4/27/2015 5:32 871.749
4/27/2015 6:32 871.754
4/27/2015 7:32 871.749
4/27/2015 8:32 871.743
4/27/2015 9:32 871.731
4/27/2015 10:32 871.726
4/27/2015 11:32 871.710
4/27/2015 12:32 871.692
4/27/2015 13:32 871.682
4/27/2015 14:32 871.692
4/27/2015 15:32 871.708
4/27/2015 16:32 871.743
4/27/2015 17:32 871.782
4/27/2015 18:32 871.805
4/27/2015 19:32 871.816
4/27/2015 20:32 871.821
4/27/2015 21:32 871.816
4/27/2015 22:32 871.810
4/27/2015 23:32 871.784
4/28/2015 0:32 871.745
4/28/2015 1:32 871.710
4/28/2015 2:32 871.726
4/28/2015 3:32 871.759
4/28/2015 4:32 871.784
4/28/2015 5:32 871.793
4/28/2015 6:32 871.800
4/28/2015 7:32 871.810
4/28/2015 8:32 871.805
4/28/2015 9:32 871.812
4/28/2015 10:32 871.796
4/28/2015 11:32 871.770
4/28/2015 12:32 871.743
4/28/2015 13:32 870.396
4/28/2015 14:32 871.657
4/28/2015 15:32 871.749
4/28/2015 16:32 871.777
AET Project No. 03-05081 Page E85 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format4/28/2015 17:32 871.810
4/28/2015 18:32 871.844
4/28/2015 19:32 871.856
4/28/2015 20:32 871.863
4/28/2015 21:32 871.872
4/28/2015 22:32 871.874
4/28/2015 23:32 871.890
4/29/2015 0:32 871.895
4/29/2015 1:32 871.902
4/29/2015 2:32 871.895
4/29/2015 3:32 871.858
4/29/2015 4:32 871.810
4/29/2015 5:32 871.770
4/29/2015 6:32 871.743
4/29/2015 7:32 871.749
4/29/2015 8:32 871.761
4/29/2015 9:32 871.006
4/29/2015 10:32 870.899
4/29/2015 11:32 871.017
4/29/2015 12:32 870.980
4/29/2015 13:32 870.673
4/29/2015 14:32 871.636
4/29/2015 15:32 871.731
4/29/2015 16:32 871.754
4/29/2015 17:32 871.749
4/29/2015 18:32 871.766
4/29/2015 19:32 871.796
4/29/2015 20:32 871.816
4/29/2015 21:32 870.985
4/29/2015 22:32 870.996
4/29/2015 23:32 870.696
4/30/2015 0:32 871.699
4/30/2015 1:32 871.828
4/30/2015 2:32 871.846
4/30/2015 3:32 871.846
4/30/2015 4:32 871.833
4/30/2015 5:32 871.812
4/30/2015 6:32 871.759
4/30/2015 7:32 870.872
4/30/2015 8:32 870.842
4/30/2015 9:32 870.514
4/30/2015 10:32 871.488
4/30/2015 11:32 871.609
4/30/2015 12:32 871.680
4/30/2015 13:32 871.738
4/30/2015 14:32 871.770
4/30/2015 15:32 871.800
4/30/2015 16:32 871.805
4/30/2015 17:32 871.777
4/30/2015 18:32 871.747
4/30/2015 19:32 871.726
4/30/2015 20:32 871.708
4/30/2015 21:32 870.869
4/30/2015 22:32 870.906
4/30/2015 23:32 870.618
5/1/2015 0:32 871.646
5/1/2015 1:32 871.773
5/1/2015 2:32 871.805
5/1/2015 3:32 871.816
5/1/2015 4:32 871.816
5/1/2015 5:32 871.812
AET Project No. 03-05081 Page E86 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/1/2015 6:32 871.796
5/1/2015 7:32 870.892
5/1/2015 8:32 870.805
5/1/2015 9:32 870.537
5/1/2015 10:32 871.528
5/1/2015 11:32 871.625
5/1/2015 12:32 871.659
5/1/2015 13:32 871.719
5/1/2015 14:32 871.773
5/1/2015 15:32 871.821
5/1/2015 16:32 871.856
5/1/2015 17:32 871.872
5/1/2015 18:32 871.874
5/1/2015 19:32 871.846
5/1/2015 20:32 871.810
5/1/2015 21:32 871.766
5/1/2015 22:32 871.747
5/1/2015 23:32 871.766
5/2/2015 0:32 871.789
5/2/2015 1:32 871.816
5/2/2015 2:32 871.835
5/2/2015 3:32 871.851
5/2/2015 4:32 871.863
5/2/2015 5:32 871.874
5/2/2015 6:32 871.867
5/2/2015 7:32 871.858
5/2/2015 8:32 871.856
5/2/2015 9:32 871.856
5/2/2015 10:32 871.835
5/2/2015 11:32 871.805
5/2/2015 12:32 871.789
5/2/2015 13:32 871.796
5/2/2015 14:32 871.844
5/2/2015 15:32 871.886
5/2/2015 16:32 871.913
5/2/2015 17:32 871.920
5/2/2015 18:32 871.937
5/2/2015 19:32 871.937
5/2/2015 20:32 871.918
5/2/2015 21:32 871.879
5/2/2015 22:32 871.867
5/2/2015 23:32 871.858
5/3/2015 0:32 871.846
5/3/2015 1:32 871.828
5/3/2015 2:32 871.810
5/3/2015 3:32 871.796
5/3/2015 4:32 871.773
5/3/2015 5:32 871.782
5/3/2015 6:32 871.816
5/3/2015 7:32 871.812
5/3/2015 8:32 871.800
5/3/2015 9:32 871.800
5/3/2015 10:32 871.833
5/3/2015 11:32 871.805
5/3/2015 12:32 871.812
5/3/2015 13:32 871.823
5/3/2015 14:32 871.846
5/3/2015 15:32 871.856
5/3/2015 16:32 871.879
5/3/2015 17:32 871.784
5/3/2015 18:32 871.715
AET Project No. 03-05081 Page E87 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/3/2015 19:32 871.676
5/3/2015 20:32 871.641
5/3/2015 21:32 870.819
5/3/2015 22:32 870.844
5/3/2015 23:32 870.532
5/4/2015 0:32 871.523
5/4/2015 1:32 871.646
5/4/2015 2:32 871.682
5/4/2015 3:32 871.682
5/4/2015 4:32 871.680
5/4/2015 5:32 871.671
5/4/2015 6:32 871.636
5/4/2015 7:32 871.602
5/4/2015 8:32 871.555
5/4/2015 9:32 871.532
5/4/2015 10:32 871.500
5/4/2015 11:32 871.493
5/4/2015 12:32 871.500
5/4/2015 13:32 871.512
5/4/2015 14:32 871.528
5/4/2015 15:32 871.551
5/4/2015 16:32 871.574
5/4/2015 17:32 871.583
5/4/2015 18:32 871.585
5/4/2015 19:32 871.606
5/4/2015 20:32 871.636
5/4/2015 21:32 871.696
5/4/2015 22:32 871.680
5/4/2015 23:32 871.703
5/5/2015 0:32 871.710
5/5/2015 1:32 871.722
5/5/2015 2:32 871.749
5/5/2015 3:32 871.770
5/5/2015 4:32 871.777
5/5/2015 5:32 871.754
5/5/2015 6:32 871.708
5/5/2015 7:32 871.652
5/5/2015 8:32 871.609
5/5/2015 9:32 871.595
5/5/2015 10:32 871.590
5/5/2015 11:32 871.629
5/5/2015 12:32 871.671
5/5/2015 13:32 871.703
5/5/2015 14:32 871.726
5/5/2015 15:32 871.733
5/5/2015 16:32 871.731
5/5/2015 17:32 871.722
5/5/2015 18:32 871.708
5/5/2015 19:32 871.703
5/5/2015 20:32 871.731
5/5/2015 21:32 870.904
5/5/2015 22:32 870.927
5/5/2015 23:32 870.627
5/6/2015 0:32 871.646
5/6/2015 1:32 871.770
5/6/2015 2:32 871.812
5/6/2015 3:32 871.835
5/6/2015 4:32 871.846
5/6/2015 5:32 871.828
5/6/2015 6:32 871.773
5/6/2015 7:32 871.722
AET Project No. 03-05081 Page E88 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/6/2015 8:32 871.699
5/6/2015 9:32 871.699
5/6/2015 10:32 871.722
5/6/2015 11:32 871.761
5/6/2015 12:32 871.800
5/6/2015 13:32 871.835
5/6/2015 14:32 871.863
5/6/2015 15:32 871.883
5/6/2015 16:32 871.872
5/6/2015 17:32 871.833
5/6/2015 18:32 871.816
5/6/2015 19:32 871.800
5/6/2015 20:32 871.782
5/6/2015 21:32 871.782
5/6/2015 22:32 871.800
5/6/2015 23:32 871.812
5/7/2015 0:32 871.833
5/7/2015 1:32 871.856
5/7/2015 2:32 871.879
5/7/2015 3:32 871.907
5/7/2015 4:32 871.913
5/7/2015 5:32 871.895
5/7/2015 6:32 871.851
5/7/2015 7:32 871.810
5/7/2015 8:32 871.777
5/7/2015 9:32 871.738
5/7/2015 10:32 871.731
5/7/2015 11:32 871.743
5/7/2015 12:32 871.773
5/7/2015 13:32 871.796
5/7/2015 14:32 871.821
5/7/2015 15:32 871.835
5/7/2015 16:32 871.833
5/7/2015 17:32 871.810
5/7/2015 18:32 871.796
5/7/2015 19:32 871.759
5/7/2015 20:32 871.759
5/7/2015 21:32 870.899
5/7/2015 22:32 870.927
5/7/2015 23:32 870.618
5/8/2015 0:32 871.606
5/8/2015 1:32 871.703
5/8/2015 2:32 871.733
5/8/2015 3:32 871.733
5/8/2015 4:32 871.715
5/8/2015 5:32 871.671
5/8/2015 6:32 871.625
5/8/2015 7:32 871.579
5/8/2015 8:32 871.551
5/8/2015 9:32 871.523
5/8/2015 10:32 871.535
5/8/2015 11:32 871.558
5/8/2015 12:32 871.602
5/8/2015 13:32 871.629
5/8/2015 14:32 871.648
5/8/2015 15:32 871.648
5/8/2015 16:32 871.652
5/8/2015 17:32 871.646
5/8/2015 18:32 871.629
5/8/2015 19:32 871.590
5/8/2015 20:32 871.590
AET Project No. 03-05081 Page E89 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/8/2015 21:32 871.613
5/8/2015 22:32 871.646
5/8/2015 23:32 871.664
5/9/2015 0:32 871.680
5/9/2015 1:32 871.692
5/9/2015 2:32 871.687
5/9/2015 3:32 871.692
5/9/2015 4:32 871.682
5/9/2015 5:32 871.692
5/9/2015 6:32 871.692
5/9/2015 7:32 871.696
5/9/2015 8:32 871.687
5/9/2015 9:32 871.664
5/9/2015 10:32 871.636
5/9/2015 11:32 871.618
5/9/2015 12:32 871.613
5/9/2015 13:32 871.652
5/9/2015 14:32 871.669
5/9/2015 15:32 871.703
5/9/2015 16:32 871.743
5/9/2015 17:32 871.766
5/9/2015 18:32 871.773
5/9/2015 19:32 871.784
5/9/2015 20:32 871.789
5/9/2015 21:32 871.782
5/9/2015 22:32 871.793
5/9/2015 23:32 871.784
5/10/2015 0:32 871.759
5/10/2015 1:32 871.722
5/10/2015 2:32 871.699
5/10/2015 3:32 871.680
5/10/2015 4:32 871.669
5/10/2015 5:32 871.682
5/10/2015 6:32 871.726
5/10/2015 7:32 871.747
5/10/2015 8:32 871.773
5/10/2015 9:32 871.782
5/10/2015 10:32 871.796
5/10/2015 11:32 871.828
5/10/2015 12:32 871.835
5/10/2015 13:32 871.844
5/10/2015 14:32 871.847
5/10/2015 15:32 871.863
5/10/2015 16:32 871.856
5/10/2015 17:32 871.823
5/10/2015 18:32 871.793
5/10/2015 19:32 871.749
5/10/2015 20:32 871.777
5/10/2015 21:32 870.989
5/10/2015 22:32 871.056
5/10/2015 23:32 870.747
5/11/2015 0:32 871.754
5/11/2015 1:32 871.886
5/11/2015 2:32 871.930
5/11/2015 3:32 871.960
5/11/2015 4:32 871.953
5/11/2015 5:32 871.960
5/11/2015 6:32 871.937
5/11/2015 7:32 871.886
5/11/2015 8:32 871.823
5/11/2015 9:32 871.766
AET Project No. 03-05081 Page E90 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/11/2015 10:32 871.747
5/11/2015 11:32 871.715
5/11/2015 12:32 871.710
5/11/2015 13:32 871.708
5/11/2015 14:32 871.722
5/11/2015 15:32 871.761
5/11/2015 16:32 871.773
5/11/2015 17:32 871.782
5/11/2015 18:32 871.782
5/11/2015 19:32 871.770
5/11/2015 20:32 871.738
5/11/2015 21:32 871.703
5/11/2015 22:32 871.682
5/11/2015 23:32 871.682
5/12/2015 0:32 871.692
5/12/2015 1:32 871.687
5/12/2015 2:32 871.682
5/12/2015 3:32 871.657
5/12/2015 4:32 871.629
5/12/2015 5:32 871.606
5/12/2015 6:32 871.546
5/12/2015 7:32 871.488
5/12/2015 8:32 871.458
5/12/2015 9:32 871.442
5/12/2015 10:32 871.415
5/12/2015 11:32 871.398
5/12/2015 12:32 871.421
5/12/2015 13:32 871.449
5/12/2015 14:32 871.484
5/12/2015 15:32 871.523
5/12/2015 16:32 871.551
5/12/2015 17:32 871.574
5/12/2015 18:32 871.574
5/12/2015 19:32 871.551
5/12/2015 20:32 871.507
5/12/2015 21:32 870.643
5/12/2015 22:32 870.694
5/12/2015 23:32 870.407
5/13/2015 0:32 871.396
5/13/2015 1:32 871.535
5/13/2015 2:32 871.574
5/13/2015 3:32 871.585
5/13/2015 4:32 871.595
5/13/2015 5:32 871.609
5/13/2015 6:32 871.613
5/13/2015 7:32 871.585
5/13/2015 8:32 871.555
5/13/2015 9:32 871.546
5/13/2015 10:32 871.555
5/13/2015 11:32 871.574
5/13/2015 12:32 871.613
5/13/2015 13:32 871.680
5/13/2015 14:32 871.726
5/13/2015 15:32 871.759
5/13/2015 16:32 871.770
5/13/2015 17:32 871.773
5/13/2015 18:32 871.784
5/13/2015 19:32 871.770
5/13/2015 20:32 871.726
5/13/2015 21:32 871.680
5/13/2015 22:32 871.652
AET Project No. 03-05081 Page E91 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/13/2015 23:32 871.659
5/14/2015 0:32 871.692
5/14/2015 1:32 871.722
5/14/2015 2:32 871.749
5/14/2015 3:32 871.766
5/14/2015 4:32 871.773
5/14/2015 5:32 871.773
5/14/2015 6:32 871.733
5/14/2015 7:32 871.710
5/14/2015 8:32 871.680
5/14/2015 9:32 871.657
5/14/2015 10:32 871.682
5/14/2015 11:32 871.710
5/14/2015 12:32 871.761
5/14/2015 13:32 871.812
5/14/2015 14:32 871.858
5/14/2015 15:32 871.874
5/14/2015 16:32 871.879
5/14/2015 17:32 871.840
5/14/2015 18:32 871.810
5/14/2015 19:32 871.784
5/14/2015 20:32 871.784
5/14/2015 21:32 871.805
5/14/2015 22:32 871.828
5/14/2015 23:32 871.846
5/15/2015 0:32 871.856
5/15/2015 1:32 871.867
5/15/2015 2:32 871.858
5/15/2015 3:32 871.835
5/15/2015 4:32 871.821
5/15/2015 5:32 871.796
5/15/2015 6:32 871.761
5/15/2015 7:32 871.687
5/15/2015 8:32 871.636
5/15/2015 9:32 871.602
5/15/2015 10:32 871.585
5/15/2015 11:32 871.602
5/15/2015 12:32 871.648
5/15/2015 13:32 871.664
5/15/2015 14:32 871.699
5/15/2015 15:32 871.738
5/15/2015 16:32 871.766
5/15/2015 17:32 871.749
5/15/2015 18:32 871.719
5/15/2015 19:32 871.671
5/15/2015 20:32 871.641
5/15/2015 21:32 871.609
5/15/2015 22:32 871.620
5/15/2015 23:32 871.648
5/16/2015 0:32 871.682
5/16/2015 1:32 871.708
5/16/2015 2:32 871.731
5/16/2015 3:32 871.759
5/16/2015 4:32 871.773
5/16/2015 5:32 871.770
5/16/2015 6:32 871.733
5/16/2015 7:32 871.692
5/16/2015 8:32 871.652
5/16/2015 9:32 871.629
5/16/2015 10:32 871.648
5/16/2015 11:32 871.680
AET Project No. 03-05081 Page E92 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/16/2015 12:32 871.708
5/16/2015 13:32 871.743
5/16/2015 14:32 871.782
5/16/2015 15:32 871.784
5/16/2015 16:32 871.796
5/16/2015 17:32 871.823
5/16/2015 18:32 871.828
5/16/2015 19:32 871.823
5/16/2015 20:32 871.812
5/16/2015 21:32 871.766
5/16/2015 22:32 871.708
5/16/2015 23:32 871.682
5/17/2015 0:32 871.680
5/17/2015 1:32 871.719
5/17/2015 2:32 871.761
5/17/2015 3:32 871.782
5/17/2015 4:32 871.812
5/17/2015 5:32 871.833
5/17/2015 6:32 871.858
5/17/2015 7:32 871.872
5/17/2015 8:32 871.844
5/17/2015 9:32 871.821
5/17/2015 10:32 871.812
5/17/2015 11:32 871.784
5/17/2015 12:32 871.766
5/17/2015 13:32 871.738
5/17/2015 14:32 871.754
5/17/2015 15:32 871.770
5/17/2015 16:32 871.784
5/17/2015 17:32 871.821
5/17/2015 18:32 871.823
5/17/2015 19:32 871.812
5/17/2015 20:32 871.773
5/17/2015 21:32 871.676
5/17/2015 22:32 871.629
5/17/2015 23:32 871.609
5/18/2015 0:32 871.609
5/18/2015 1:32 871.609
5/18/2015 2:32 871.597
5/18/2015 3:32 871.544
5/18/2015 4:32 871.521
5/18/2015 5:32 871.488
5/18/2015 6:32 871.449
5/18/2015 7:32 871.461
5/18/2015 8:32 871.482
5/18/2015 9:32 871.484
5/18/2015 10:32 871.488
5/18/2015 11:32 871.484
5/18/2015 12:32 871.482
5/18/2015 13:32 871.449
5/18/2015 14:32 871.470
5/18/2015 15:32 871.449
5/18/2015 16:32 871.433
5/18/2015 17:32 871.421
5/18/2015 18:32 871.426
5/18/2015 19:32 871.442
5/18/2015 20:32 871.470
5/18/2015 21:32 871.477
5/18/2015 22:32 871.495
5/18/2015 23:32 871.507
5/19/2015 0:32 871.512
AET Project No. 03-05081 Page E93 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/19/2015 1:32 871.516
5/19/2015 2:32 871.532
5/19/2015 3:32 871.535
5/19/2015 4:32 871.521
5/19/2015 5:32 871.482
5/19/2015 6:32 871.454
5/19/2015 7:32 871.458
5/19/2015 8:32 871.458
5/19/2015 9:32 871.454
5/19/2015 10:32 871.449
5/19/2015 11:32 871.512
5/19/2015 12:32 871.555
5/19/2015 13:32 871.583
5/19/2015 14:32 871.618
5/19/2015 15:32 871.629
5/19/2015 16:32 871.629
5/19/2015 17:32 871.597
5/19/2015 18:32 871.579
5/19/2015 19:32 871.597
5/19/2015 20:32 871.634
5/19/2015 21:32 871.652
5/19/2015 22:32 871.669
5/19/2015 23:32 871.692
5/20/2015 0:32 871.696
5/20/2015 1:32 871.708
5/20/2015 2:32 871.719
5/20/2015 3:32 871.731
5/20/2015 4:32 871.719
5/20/2015 5:32 871.687
5/20/2015 6:32 871.634
5/20/2015 7:32 871.574
5/20/2015 8:32 871.539
5/20/2015 9:32 871.535
5/20/2015 10:32 871.555
5/20/2015 11:32 871.579
5/20/2015 12:32 871.602
5/20/2015 13:32 871.636
5/20/2015 14:32 871.669
5/20/2015 15:32 871.680
5/20/2015 16:32 871.664
5/20/2015 17:32 871.657
5/20/2015 18:32 871.652
5/20/2015 19:32 871.641
5/20/2015 20:32 871.682
5/20/2015 21:32 871.710
5/20/2015 22:32 871.722
5/20/2015 23:32 871.738
5/21/2015 0:32 871.749
5/21/2015 1:32 871.754
5/21/2015 2:32 871.759
5/21/2015 3:32 871.759
5/21/2015 4:32 871.749
5/21/2015 5:32 871.719
5/21/2015 6:32 871.676
5/21/2015 7:32 871.646
5/21/2015 8:32 871.634
5/21/2015 9:32 871.636
5/21/2015 10:32 871.657
5/21/2015 11:32 871.676
5/21/2015 12:32 871.682
5/21/2015 13:32 871.699
AET Project No. 03-05081 Page E94 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/21/2015 14:32 871.708
5/21/2015 15:32 871.687
5/21/2015 16:32 871.648
5/21/2015 17:32 871.625
5/21/2015 18:32 871.613
5/21/2015 19:32 871.606
5/21/2015 20:32 871.625
5/21/2015 21:32 871.636
5/21/2015 22:32 871.636
5/21/2015 23:32 871.629
5/22/2015 0:32 871.618
5/22/2015 1:32 871.606
5/22/2015 2:32 871.597
5/22/2015 3:32 871.590
5/22/2015 4:32 871.562
5/22/2015 5:32 871.528
5/22/2015 6:32 871.493
5/22/2015 7:32 871.465
5/22/2015 8:32 871.484
5/22/2015 9:32 871.500
5/22/2015 10:32 871.507
5/22/2015 11:32 871.521
5/22/2015 12:32 871.535
5/22/2015 13:32 871.528
5/22/2015 14:32 871.507
5/22/2015 15:32 871.495
5/22/2015 16:32 871.505
5/22/2015 17:32 871.535
5/22/2015 18:32 871.567
5/22/2015 19:32 871.602
5/22/2015 20:32 871.625
5/22/2015 21:32 871.629
5/22/2015 22:32 871.618
5/22/2015 23:32 871.618
5/23/2015 0:32 871.618
5/23/2015 1:32 871.613
5/23/2015 2:32 871.595
5/23/2015 3:32 871.551
5/23/2015 4:32 871.516
5/23/2015 5:32 871.488
5/23/2015 6:32 871.482
5/23/2015 7:32 871.505
5/23/2015 8:32 871.521
5/23/2015 9:32 871.528
5/23/2015 10:32 871.567
5/23/2015 11:32 871.567
5/23/2015 12:32 871.585
5/23/2015 13:32 871.609
5/23/2015 14:32 871.634
5/23/2015 15:32 871.652
5/23/2015 16:32 871.680
5/23/2015 17:32 871.687
5/23/2015 18:32 871.664
5/23/2015 19:32 871.636
5/23/2015 20:32 871.625
5/23/2015 21:32 871.629
5/23/2015 22:32 871.657
5/23/2015 23:32 871.669
5/24/2015 0:32 871.699
5/24/2015 1:32 871.710
5/24/2015 2:32 871.715
AET Project No. 03-05081 Page E95 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/24/2015 3:32 871.715
5/24/2015 4:32 871.719
5/24/2015 5:32 871.731
5/24/2015 6:32 871.715
5/24/2015 7:32 871.671
5/24/2015 8:32 871.634
5/24/2015 9:32 871.609
5/24/2015 10:32 871.579
5/24/2015 11:32 871.618
5/24/2015 12:32 871.646
5/24/2015 13:32 871.680
5/24/2015 14:32 871.708
5/24/2015 15:32 871.726
5/24/2015 16:32 871.749
5/24/2015 17:32 871.766
5/24/2015 18:32 871.789
5/24/2015 19:32 871.800
5/24/2015 20:32 871.812
5/24/2015 21:32 871.828
5/24/2015 22:32 871.828
5/24/2015 23:32 871.796
5/25/2015 0:32 871.770
5/25/2015 1:32 871.747
5/25/2015 2:32 871.754
5/25/2015 3:32 871.782
5/25/2015 4:32 871.805
5/25/2015 5:32 871.816
5/25/2015 6:32 871.816
5/25/2015 7:32 871.816
5/25/2015 8:32 871.805
5/25/2015 9:32 871.784
5/25/2015 10:32 871.773
5/25/2015 11:32 871.749
5/25/2015 12:32 871.745
5/25/2015 13:32 871.733
5/25/2015 14:32 871.699
5/25/2015 15:32 871.646
5/25/2015 16:32 871.618
5/25/2015 17:32 871.609
5/25/2015 18:32 871.634
5/25/2015 19:32 871.657
5/25/2015 20:32 871.664
5/25/2015 21:32 871.676
5/25/2015 22:32 871.648
5/25/2015 23:32 871.648
5/26/2015 0:32 871.646
5/26/2015 1:32 871.629
5/26/2015 2:32 871.634
5/26/2015 3:32 871.609
5/26/2015 4:32 871.585
5/26/2015 5:32 871.528
5/26/2015 6:32 871.477
5/26/2015 7:32 871.461
5/26/2015 8:32 871.512
5/26/2015 9:32 871.539
5/26/2015 10:32 871.583
5/26/2015 11:32 871.609
5/26/2015 12:32 871.641
5/26/2015 13:32 871.659
5/26/2015 14:32 871.657
5/26/2015 15:32 871.625
AET Project No. 03-05081 Page E96 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/26/2015 16:32 871.597
5/26/2015 17:32 871.579
5/26/2015 18:32 871.555
5/26/2015 19:32 871.551
5/26/2015 20:32 871.558
5/26/2015 21:32 871.558
5/26/2015 22:32 871.567
5/26/2015 23:32 871.567
5/27/2015 0:32 871.567
5/27/2015 1:32 871.574
5/27/2015 2:32 871.574
5/27/2015 3:32 871.572
5/27/2015 4:32 871.567
5/27/2015 5:32 871.523
5/27/2015 6:32 871.458
5/27/2015 7:32 871.431
5/27/2015 8:32 871.408
5/27/2015 9:32 871.421
5/27/2015 10:32 871.465
5/27/2015 11:32 871.493
5/27/2015 12:32 871.512
5/27/2015 13:32 871.532
5/27/2015 14:32 871.535
5/27/2015 15:32 871.523
5/27/2015 16:32 871.500
5/27/2015 17:32 871.482
5/27/2015 18:32 871.470
5/27/2015 19:32 871.458
5/27/2015 20:32 871.461
5/27/2015 21:32 871.482
5/27/2015 22:32 871.493
5/27/2015 23:32 871.521
5/28/2015 0:32 871.528
5/28/2015 1:32 871.539
5/28/2015 2:32 871.555
5/28/2015 3:32 871.567
5/28/2015 4:32 871.551
5/28/2015 5:32 871.500
5/28/2015 6:32 871.461
5/28/2015 7:32 871.431
5/28/2015 8:32 871.431
5/28/2015 9:32 871.465
5/28/2015 10:32 871.505
5/28/2015 11:32 871.535
5/28/2015 12:32 871.558
5/28/2015 13:32 871.583
5/28/2015 14:32 871.597
5/28/2015 15:32 871.574
5/28/2015 16:32 871.562
5/28/2015 17:32 871.562
5/28/2015 18:32 871.574
5/28/2015 19:32 871.602
5/28/2015 20:32 871.629
5/28/2015 21:32 871.634
5/28/2015 22:32 871.625
5/28/2015 23:32 871.636
5/29/2015 0:32 871.652
5/29/2015 1:32 871.669
5/29/2015 2:32 871.669
5/29/2015 3:32 871.646
5/29/2015 4:32 871.618
AET Project No. 03-05081 Page E97 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/29/2015 5:32 871.574
5/29/2015 6:32 871.546
5/29/2015 7:32 871.551
5/29/2015 8:32 871.585
5/29/2015 9:32 871.609
5/29/2015 10:32 871.602
5/29/2015 11:32 871.602
5/29/2015 12:32 871.606
5/29/2015 13:32 871.595
5/29/2015 14:32 871.562
5/29/2015 15:32 871.551
5/29/2015 16:32 871.528
5/29/2015 17:32 871.523
5/29/2015 18:32 871.528
5/29/2015 19:32 871.535
5/29/2015 20:32 871.528
5/29/2015 21:32 871.516
5/29/2015 22:32 871.507
5/29/2015 23:32 871.507
5/30/2015 0:32 871.521
5/30/2015 1:32 871.528
5/30/2015 2:32 871.516
5/30/2015 3:32 871.493
5/30/2015 4:32 871.449
5/30/2015 5:32 871.396
5/30/2015 6:32 871.357
5/30/2015 7:32 871.368
5/30/2015 8:32 871.396
5/30/2015 9:32 871.415
5/30/2015 10:32 871.426
5/30/2015 11:32 871.449
5/30/2015 12:32 871.461
5/30/2015 13:32 871.488
5/30/2015 14:32 871.512
5/30/2015 15:32 871.528
5/30/2015 16:32 871.544
5/30/2015 17:32 871.546
5/30/2015 18:32 871.546
5/30/2015 19:32 871.544
5/30/2015 20:32 871.512
5/30/2015 21:32 871.461
5/30/2015 22:32 871.421
5/30/2015 23:32 871.410
5/31/2015 0:32 871.438
5/31/2015 1:32 871.461
5/31/2015 2:32 871.484
5/31/2015 3:32 871.512
5/31/2015 4:32 871.521
5/31/2015 5:32 871.516
5/31/2015 6:32 871.521
5/31/2015 7:32 871.523
5/31/2015 8:32 871.535
5/31/2015 9:32 871.544
5/31/2015 10:32 871.544
5/31/2015 11:32 871.532
5/31/2015 12:32 871.512
5/31/2015 13:32 871.493
5/31/2015 14:32 871.495
5/31/2015 15:32 871.528
5/31/2015 16:32 871.574
5/31/2015 17:32 871.602
AET Project No. 03-05081 Page E98 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Downloaded
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format5/31/2015 18:32 871.613
5/31/2015 19:32 871.606
5/31/2015 20:32 871.602
5/31/2015 21:32 871.602
5/31/2015 22:32 871.585
5/31/2015 23:32 871.590
6/1/2015 0:32 871.595
6/1/2015 1:32 871.597
6/1/2015 2:32 871.595
6/1/2015 3:32 871.567
6/1/2015 4:32 871.523
6/1/2015 5:32 871.488
6/1/2015 6:32 871.470
6/1/2015 7:32 871.488
6/1/2015 8:32 871.505
6/1/2015 9:32 871.521
6/1/2015 10:32 871.539
6/1/2015 11:32 871.539
6/1/2015 12:32 871.567
6/1/2015 13:32 871.567
6/1/2015 14:32 871.551
6/1/2015 15:32 871.539
6/1/2015 16:32 871.532
6/1/2015 17:32 871.528
6/1/2015 18:32 871.551
6/1/2015 19:32 871.579
6/1/2015 20:32 871.597
6/1/2015 21:32 871.609
6/1/2015 22:32 871.609
6/1/2015 23:32 871.618
6/2/2015 0:32 871.613
6/2/2015 1:32 871.620
6/2/2015 2:32 871.646
6/2/2015 3:32 871.641
6/2/2015 4:32 871.618
6/2/2015 5:32 871.585
6/2/2015 6:32 871.544
6/2/2015 7:32 871.507
6/2/2015 8:32 871.500
AET Project No. 03-05081 Page E99 of 231
City of Rosemount
2015 Q2 DNR GW Measurement Reporting Table
MWUmore Manual
Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:
Permittee Name:City of Rosemount
Permittee Well Number:MWUmore
MDH Unique Well Number: 767876
Well Address:14860 Akron Avenue, Rosemount MN
Measuring Point Height Above
Ground Surface (ft):
Measuring Point Description
(top of casing, top of inner
casing, etc):top of riser pipe
Method of measurement (steel
tape, SCADA reading, pressure
transducer, etc.)water level Meter
Date of Measurement
(MM/DD/YYYY)
Time of Measurement
(24 hour time)
GW Elevation Depth to water
Pumping (feet) in
decimal format3/10/2015 10:32 872.300
4/3/2015 12:10 872.900
5/4/2015 8:30 870.300
6/2/2015 9:15 871.700
7/14/2015 9:15 869.900
AET Project No. 03-05081 Page E100 of 231
From:Watson, Christine
To:Dalbec, Jake
Cc:Pat Mason (PatMason@amesco.com); Patrick Bergin (pbergin@cemstone.com)
Subject:RE: UMore observation well data
Date:Wednesday, January 27, 2016 11:35:07 AM
Attachments:2015 Q2 DNR GW Measurement Reporting Table.xlsx
2015 Q4 DNR GW Measurement Reporting Table.xlsx
Well Log Report - 00767876.pdf
Jake,
I’m attaching what we submitted to the DNR for Q2 and Q4 2015. We did not
submit any data for Q3 because our equipment had malfunctioned and we didn’t
get new equipment installed until late October 2015. Unfortunately, I don’t have
very much data for the specific time frame you mention below. Please note: Be
sure to click the tabs for MWUmore, as these files also contain information for
our other observation wells.
The unique well number for MWUmore is 767876. I’ve also attached a copy of
the Well and Boring Record.
Please let me know if you need any other information.
Christine Watson ● Public Works Coordinator
City of Rosemount ● Public Works Department
2875 145th Street West ● Rosemount, MN 55068-4997
Phone 651-322-2091 ● Fax 651-322-2694 ● www.ci.rosemount.mn.us
From: Dalbec, Jake [mailto:jdalbec@amengtest.com]
Sent: Tuesday, January 26, 2016 4:37 PM
To: Watson, Christine
Cc: Pat Mason (PatMason@amesco.com); Patrick Bergin (pbergin@cemstone.com)
Subject: [SPAM?] RE: UMore observation well data
Importance: Low
Hi Christine,
I am preparing the 2015 Annual Monitoring Report for the Umore Mining Area siteon behalf of
Dakota Aggregates, LLC and I was wondering if you could provide me with the 2015 MWUmore
water level data per Eric’s email below. I’ve attached the last transmittal for reference. In
particular I’m interested in water level data from 4/17/2015 and 10/26/2015.
Also, we don’t have a well record or a Unique Well No. for MWUmore; if you have either or both
of those items, can you please send that documentation to me?
We are looking to finalize our report by the end of the week. If you can send us your quarterly DNR
reports, the well record for MWUMore, and/or a Unique Well No. for MWUmore, that would be
AET Project No. 03-05081 Page E101 of 231
great.
Please give me a call if you have any questions and thanks in advance for your help!
Regards,
Jake T. Dalbec, PG
Geologist
American Engineering Testing, Inc.
Direct: 651-603-6624 | Mobile: 612-845-6439
jdalbec@amengtest.com | www.amengtest.com
Please read our email disclaimer at this link on our website.
From: Zweber, Eric [mailto:eric.zweber@ci.rosemount.mn.us]
Sent: Friday, March 20, 2015 11:53 AM
To: Dalbec, Jake <jdalbec@amengtest.com>
Cc: Pat Mason (PatMason@amesco.com) <PatMason@amesco.com>; Watson, Christine
<christine.watson@ci.rosemount.mn.us>
Subject: FW: UMore observation well data
Jake,
We now have it set up that the City will be maintaining the groundwater data. Attached is a
sample of our data, the UMore well is on tab three. Christine will be preparing quarterly
reports for the DNR, but she will be get you the information for the same day that you are
taking your manual samples.
Eric Zweber, Senior Planner
City of Rosemount, 2875 145th Street, Rosemount, MN 55068
Ph. 651-322-2052 / http://www.ci.rosemount.mn.us
From: Watson, Christine
Sent: Friday, March 20, 2015 11:40 AM
To: Zweber, Eric
Cc: Olson, Phil
Subject: UMore observation well data
Eric,
Phil said you were looking for some elevation data for the UMore
observation well. This is a spreadsheet sent over from WSB that has data
AET Project No. 03-05081 Page E102 of 231
for all three of our observation wells, each in its own tab. Will this work
for you?
Christine Watson ● Public Works Coordinator
City of Rosemount ● Public Works Department
2875 145th Street West ● Rosemount, MN 55068-4997
Phone 651-322-2091 ● Fax 651-322-2694 ● www.ci.rosemount.mn.us
AET Project No. 03-05081 Page E103 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
Ground Water Level Measurement Form for Minnesota DNR Ground Water Permit Appropriations
Please submit to gwlevelcoor.dnr@state.mn.us as required by your appropriations permit
DNR Permit Number:
Permittee Name:City of Rosemount
Permittee Well Number:MW14East
MDH Unique Well Number: 767876
Well Address:14860 Akron Avenue, Rosemount MN
Measuring Point Height Above
Ground Surface (ft):
Measuring Point Description
(top of casing, top of inner
casing, etc):
top of casing
Method of measurement (steel
tape, SCADA reading,
pressure transducer, etc.)
pressure
transducer
ID SampleDate Location
Groundwater
Elevation Units
1 10/26/15 11:15 UMORE OB Well 874.404 ft
2 10/26/15 11:20 UMORE OB Well 874.389 ft
3 10/26/15 11:25 UMORE OB Well 874.404 ft
4 10/26/15 11:30 UMORE OB Well 874.42 ft
5 10/26/15 11:35 UMORE OB Well 874.389 ft
6 10/26/15 11:40 UMORE OB Well 874.404 ft
7 10/26/15 11:45 UMORE OB Well 874.389 ft
8 10/26/15 11:50 UMORE OB Well 874.404 ft
9 10/26/15 11:55 UMORE OB Well 874.404 ft
10 10/26/15 12:00 UMORE OB Well 874.404 ft
11 10/26/15 12:05 UMORE OB Well 874.389 ft
12 10/26/15 12:15 UMORE OB Well 874.389 ft
13 10/26/15 12:20 UMORE OB Well 874.404 ft
14 10/26/15 12:25 UMORE OB Well 874.404 ft
15 10/26/15 12:30 UMORE OB Well 874.404 ft
16 10/26/15 12:35 UMORE OB Well 874.404 ft
17 10/26/15 12:40 UMORE OB Well 874.404 ft
18 10/26/15 12:45 UMORE OB Well 874.404 ft
19 10/26/15 12:50 UMORE OB Well 874.404 ft
20 10/26/15 12:55 UMORE OB Well 874.404 ft
AET Project No. 03-05081 Page E104 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
21 10/26/15 13:00 UMORE OB Well 874.404 ft
22 10/26/15 13:05 UMORE OB Well 874.42 ft
23 10/26/15 13:15 UMORE OB Well 874.404 ft
24 10/26/15 13:20 UMORE OB Well 874.404 ft
25 10/26/15 13:25 UMORE OB Well 874.42 ft
26 10/26/15 13:30 UMORE OB Well 874.42 ft
27 10/26/15 13:35 UMORE OB Well 874.404 ft
28 10/26/15 13:40 UMORE OB Well 874.404 ft
29 10/26/15 13:45 UMORE OB Well 874.42 ft
30 10/26/15 13:50 UMORE OB Well 874.42 ft
31 10/26/15 13:55 UMORE OB Well 874.42 ft
32 10/26/15 14:00 UMORE OB Well 874.435 ft
33 10/26/15 14:05 UMORE OB Well 874.435 ft
34 10/26/15 14:15 UMORE OB Well 874.42 ft
35 10/26/15 14:20 UMORE OB Well 874.42 ft
36 10/26/15 14:25 UMORE OB Well 874.42 ft
37 10/26/15 14:30 UMORE OB Well 874.435 ft
38 10/26/15 14:35 UMORE OB Well 874.42 ft
39 10/26/15 14:40 UMORE OB Well 874.435 ft
40 10/26/15 14:45 UMORE OB Well 874.435 ft
41 10/26/15 14:50 UMORE OB Well 874.42 ft
42 10/26/15 14:55 UMORE OB Well 874.435 ft
43 10/26/15 15:00 UMORE OB Well 874.435 ft
44 10/26/15 15:05 UMORE OB Well 874.435 ft
45 10/26/15 15:15 UMORE OB Well 874.42 ft
46 10/26/15 15:20 UMORE OB Well 874.42 ft
47 10/26/15 15:25 UMORE OB Well 874.435 ft
48 10/26/15 15:30 UMORE OB Well 874.435 ft
49 10/26/15 15:35 UMORE OB Well 874.435 ft
50 10/26/15 15:40 UMORE OB Well 874.42 ft
51 10/26/15 15:45 UMORE OB Well 874.42 ft
52 10/26/15 15:50 UMORE OB Well 874.42 ft
53 10/26/15 15:55 UMORE OB Well 874.42 ft
54 10/26/15 16:00 UMORE OB Well 874.404 ft
55 10/26/15 16:05 UMORE OB Well 874.42 ft
56 10/26/15 16:15 UMORE OB Well 874.404 ft
57 10/26/15 16:20 UMORE OB Well 874.42 ft
58 10/26/15 16:25 UMORE OB Well 874.404 ft
59 10/26/15 16:30 UMORE OB Well 874.404 ft
60 10/26/15 16:35 UMORE OB Well 874.42 ft
61 10/26/15 16:40 UMORE OB Well 874.42 ft
62 10/26/15 16:45 UMORE OB Well 874.404 ft
63 10/26/15 16:50 UMORE OB Well 874.404 ft
64 10/26/15 16:55 UMORE OB Well 874.404 ft
65 10/26/15 17:00 UMORE OB Well 874.42 ft
AET Project No. 03-05081 Page E105 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
66 10/26/15 17:05 UMORE OB Well 874.42 ft
67 10/26/15 17:15 UMORE OB Well 874.404 ft
68 10/26/15 17:20 UMORE OB Well 874.404 ft
69 10/26/15 17:25 UMORE OB Well 874.389 ft
70 10/26/15 17:30 UMORE OB Well 874.404 ft
71 10/26/15 17:35 UMORE OB Well 874.404 ft
72 10/26/15 17:40 UMORE OB Well 874.404 ft
73 10/26/15 17:45 UMORE OB Well 874.404 ft
74 10/26/15 17:50 UMORE OB Well 874.389 ft
75 10/26/15 17:55 UMORE OB Well 874.404 ft
76 10/26/15 18:00 UMORE OB Well 874.404 ft
77 10/26/15 18:05 UMORE OB Well 874.404 ft
78 10/26/15 18:15 UMORE OB Well 874.404 ft
79 10/26/15 18:20 UMORE OB Well 874.389 ft
80 10/26/15 18:25 UMORE OB Well 874.404 ft
81 10/26/15 18:30 UMORE OB Well 874.404 ft
82 10/26/15 18:35 UMORE OB Well 874.404 ft
83 10/26/15 18:40 UMORE OB Well 874.42 ft
84 10/26/15 18:45 UMORE OB Well 874.42 ft
85 10/26/15 18:50 UMORE OB Well 874.42 ft
86 10/26/15 18:55 UMORE OB Well 874.404 ft
87 10/26/15 19:15 UMORE OB Well 874.42 ft
88 10/26/15 19:20 UMORE OB Well 874.42 ft
89 10/26/15 19:25 UMORE OB Well 874.42 ft
90 10/26/15 19:30 UMORE OB Well 874.435 ft
91 10/26/15 19:35 UMORE OB Well 874.42 ft
92 10/26/15 19:40 UMORE OB Well 874.435 ft
93 10/26/15 19:45 UMORE OB Well 874.435 ft
94 10/26/15 19:50 UMORE OB Well 874.42 ft
95 10/26/15 19:55 UMORE OB Well 874.42 ft
96 10/26/15 20:00 UMORE OB Well 874.42 ft
97 10/26/15 20:05 UMORE OB Well 874.435 ft
98 10/26/15 20:15 UMORE OB Well 874.42 ft
99 10/26/15 20:20 UMORE OB Well 874.435 ft
100 10/26/15 20:25 UMORE OB Well 874.45 ft
101 10/26/15 20:30 UMORE OB Well 874.435 ft
102 10/26/15 20:35 UMORE OB Well 874.435 ft
103 10/26/15 20:40 UMORE OB Well 874.435 ft
104 10/26/15 20:45 UMORE OB Well 874.45 ft
105 10/26/15 20:50 UMORE OB Well 874.45 ft
106 10/26/15 20:55 UMORE OB Well 874.435 ft
107 10/26/15 21:00 UMORE OB Well 874.45 ft
108 10/26/15 21:00 UMORE OB Well 874.435 ft
109 10/26/15 21:05 UMORE OB Well 874.435 ft
110 10/26/15 21:15 UMORE OB Well 874.435 ft
AET Project No. 03-05081 Page E106 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
111 10/26/15 21:20 UMORE OB Well 874.45 ft
112 10/26/15 21:25 UMORE OB Well 874.45 ft
113 10/26/15 21:30 UMORE OB Well 874.45 ft
114 10/26/15 21:35 UMORE OB Well 874.45 ft
115 10/26/15 21:40 UMORE OB Well 874.435 ft
116 10/26/15 21:45 UMORE OB Well 874.45 ft
117 10/26/15 21:45 UMORE OB Well 874.435 ft
118 10/26/15 21:50 UMORE OB Well 874.45 ft
119 10/26/15 21:55 UMORE OB Well 874.45 ft
120 10/26/15 22:00 UMORE OB Well 874.45 ft
121 10/26/15 22:05 UMORE OB Well 874.45 ft
122 10/27/15 19:00 UMORE OB Well 874.526 ft
123 10/28/15 17:15 UMORE OB Well 874.145 ft
124 10/28/15 17:20 UMORE OB Well 874.282 ft
125 10/28/15 17:25 UMORE OB Well 874.359 ft
126 10/28/15 17:30 UMORE OB Well 874.404 ft
127 10/28/15 17:35 UMORE OB Well 874.45 ft
128 10/28/15 17:40 UMORE OB Well 874.542 ft
129 10/28/15 17:45 UMORE OB Well 874.542 ft
130 10/28/15 17:50 UMORE OB Well 874.526 ft
131 10/28/15 17:55 UMORE OB Well 874.526 ft
132 10/28/15 18:00 UMORE OB Well 874.542 ft
133 10/28/15 18:05 UMORE OB Well 874.526 ft
134 10/28/15 18:15 UMORE OB Well 874.526 ft
135 10/28/15 18:20 UMORE OB Well 874.526 ft
136 10/28/15 18:25 UMORE OB Well 874.526 ft
137 10/28/15 18:30 UMORE OB Well 874.526 ft
138 10/28/15 18:35 UMORE OB Well 874.526 ft
139 10/28/15 18:40 UMORE OB Well 874.526 ft
140 10/28/15 18:45 UMORE OB Well 874.526 ft
141 10/28/15 18:50 UMORE OB Well 874.526 ft
142 10/28/15 18:55 UMORE OB Well 874.542 ft
143 10/28/15 19:05 UMORE OB Well 874.542 ft
144 10/28/15 19:15 UMORE OB Well 874.526 ft
145 10/28/15 19:20 UMORE OB Well 874.526 ft
146 10/28/15 19:25 UMORE OB Well 874.557 ft
147 10/28/15 19:25 UMORE OB Well 874.542 ft
148 10/28/15 19:30 UMORE OB Well 874.542 ft
149 10/28/15 19:35 UMORE OB Well 874.542 ft
150 10/28/15 19:40 UMORE OB Well 874.557 ft
151 10/28/15 19:45 UMORE OB Well 874.557 ft
152 10/28/15 19:50 UMORE OB Well 874.557 ft
153 10/28/15 19:55 UMORE OB Well 874.557 ft
154 10/28/15 20:00 UMORE OB Well 874.557 ft
155 10/28/15 20:05 UMORE OB Well 874.557 ft
AET Project No. 03-05081 Page E107 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
156 10/28/15 20:15 UMORE OB Well 874.572 ft
157 10/28/15 20:20 UMORE OB Well 874.572 ft
158 10/28/15 20:25 UMORE OB Well 874.557 ft
159 10/28/15 20:30 UMORE OB Well 874.572 ft
160 10/28/15 20:35 UMORE OB Well 874.587 ft
161 10/28/15 20:40 UMORE OB Well 874.587 ft
162 10/28/15 20:45 UMORE OB Well 874.587 ft
163 10/28/15 20:50 UMORE OB Well 874.572 ft
164 10/28/15 20:55 UMORE OB Well 874.572 ft
165 10/28/15 21:00 UMORE OB Well 874.572 ft
166 10/28/15 21:05 UMORE OB Well 874.572 ft
167 10/28/15 21:15 UMORE OB Well 874.587 ft
168 10/28/15 21:40 UMORE OB Well 874.587 ft
169 10/28/15 22:25 UMORE OB Well 874.603 ft
170 10/28/15 22:30 UMORE OB Well 874.587 ft
171 10/28/15 22:35 UMORE OB Well 874.603 ft
172 10/28/15 22:40 UMORE OB Well 874.603 ft
173 10/28/15 22:45 UMORE OB Well 874.618 ft
174 10/28/15 22:50 UMORE OB Well 874.618 ft
175 10/28/15 22:55 UMORE OB Well 874.587 ft
176 10/28/15 23:00 UMORE OB Well 874.603 ft
177 10/28/15 23:05 UMORE OB Well 874.603 ft
178 10/28/15 23:15 UMORE OB Well 874.603 ft
179 10/28/15 23:20 UMORE OB Well 874.618 ft
180 10/28/15 23:25 UMORE OB Well 874.603 ft
181 10/28/15 23:30 UMORE OB Well 874.603 ft
182 10/28/15 23:35 UMORE OB Well 874.603 ft
183 10/28/15 23:40 UMORE OB Well 874.618 ft
184 10/29/15 0:40 UMORE OB Well 874.587 ft
185 10/29/15 0:45 UMORE OB Well 874.572 ft
186 10/29/15 0:50 UMORE OB Well 874.572 ft
187 10/29/15 0:55 UMORE OB Well 874.572 ft
188 10/29/15 1:00 UMORE OB Well 874.557 ft
189 10/29/15 1:05 UMORE OB Well 874.557 ft
190 10/29/15 1:15 UMORE OB Well 874.542 ft
191 10/29/15 1:20 UMORE OB Well 874.557 ft
192 10/29/15 1:25 UMORE OB Well 874.526 ft
193 10/29/15 1:30 UMORE OB Well 874.526 ft
194 10/29/15 1:35 UMORE OB Well 874.526 ft
195 10/29/15 1:40 UMORE OB Well 874.526 ft
196 10/29/15 1:45 UMORE OB Well 874.511 ft
197 10/29/15 1:50 UMORE OB Well 874.511 ft
198 10/29/15 1:55 UMORE OB Well 874.496 ft
199 10/29/15 2:00 UMORE OB Well 874.511 ft
200 10/29/15 2:05 UMORE OB Well 874.496 ft
AET Project No. 03-05081 Page E108 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
201 10/29/15 2:15 UMORE OB Well 874.496 ft
202 10/29/15 2:20 UMORE OB Well 874.481 ft
203 10/29/15 2:25 UMORE OB Well 874.481 ft
204 10/29/15 2:30 UMORE OB Well 874.481 ft
205 10/29/15 2:35 UMORE OB Well 874.481 ft
206 10/29/15 2:40 UMORE OB Well 874.481 ft
207 10/29/15 2:45 UMORE OB Well 874.465 ft
208 10/29/15 2:50 UMORE OB Well 874.465 ft
209 10/29/15 2:55 UMORE OB Well 874.465 ft
210 10/29/15 3:00 UMORE OB Well 874.45 ft
211 10/29/15 3:05 UMORE OB Well 874.465 ft
212 10/29/15 3:15 UMORE OB Well 874.435 ft
213 10/29/15 3:20 UMORE OB Well 874.45 ft
214 10/29/15 3:25 UMORE OB Well 874.45 ft
215 10/29/15 3:30 UMORE OB Well 874.45 ft
216 10/29/15 3:35 UMORE OB Well 874.45 ft
217 10/29/15 3:40 UMORE OB Well 874.42 ft
218 10/29/15 3:45 UMORE OB Well 874.435 ft
219 10/29/15 3:50 UMORE OB Well 874.42 ft
220 10/29/15 3:55 UMORE OB Well 874.435 ft
221 10/29/15 4:00 UMORE OB Well 874.42 ft
222 10/29/15 4:05 UMORE OB Well 874.42 ft
223 10/29/15 4:15 UMORE OB Well 874.42 ft
224 10/29/15 4:20 UMORE OB Well 874.42 ft
225 10/29/15 4:25 UMORE OB Well 874.42 ft
226 10/29/15 4:30 UMORE OB Well 874.42 ft
227 10/29/15 4:35 UMORE OB Well 874.42 ft
228 10/29/15 4:40 UMORE OB Well 874.45 ft
229 10/29/15 4:45 UMORE OB Well 874.42 ft
230 10/29/15 4:50 UMORE OB Well 874.42 ft
231 10/29/15 4:55 UMORE OB Well 874.42 ft
232 10/29/15 5:00 UMORE OB Well 874.42 ft
233 10/29/15 5:05 UMORE OB Well 874.435 ft
234 10/29/15 5:15 UMORE OB Well 874.42 ft
235 10/29/15 5:20 UMORE OB Well 874.42 ft
236 10/29/15 5:25 UMORE OB Well 874.42 ft
237 10/29/15 5:30 UMORE OB Well 874.42 ft
238 10/29/15 5:35 UMORE OB Well 874.435 ft
239 10/29/15 5:40 UMORE OB Well 874.435 ft
240 10/29/15 5:45 UMORE OB Well 874.435 ft
241 10/29/15 5:50 UMORE OB Well 874.435 ft
242 10/29/15 5:55 UMORE OB Well 874.45 ft
243 10/29/15 6:00 UMORE OB Well 874.42 ft
244 10/29/15 6:05 UMORE OB Well 874.45 ft
245 10/29/15 6:15 UMORE OB Well 874.435 ft
AET Project No. 03-05081 Page E109 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
246 10/29/15 6:20 UMORE OB Well 874.42 ft
247 10/29/15 6:25 UMORE OB Well 874.435 ft
248 10/29/15 6:30 UMORE OB Well 874.45 ft
249 10/29/15 6:35 UMORE OB Well 874.45 ft
250 10/29/15 6:36 UMORE OB Well 874.45 ft
251 10/29/15 6:40 UMORE OB Well 874.435 ft
252 10/29/15 6:45 UMORE OB Well 874.435 ft
253 10/29/15 6:50 UMORE OB Well 874.45 ft
254 10/29/15 6:55 UMORE OB Well 874.435 ft
255 10/29/15 7:00 UMORE OB Well 874.435 ft
256 10/29/15 7:05 UMORE OB Well 874.435 ft
257 10/29/15 7:15 UMORE OB Well 874.435 ft
258 10/29/15 7:20 UMORE OB Well 874.435 ft
259 10/29/15 7:25 UMORE OB Well 874.435 ft
260 10/29/15 7:30 UMORE OB Well 874.435 ft
261 10/29/15 7:35 UMORE OB Well 874.45 ft
262 10/29/15 7:40 UMORE OB Well 874.45 ft
263 10/29/15 7:45 UMORE OB Well 874.45 ft
264 10/29/15 7:50 UMORE OB Well 874.45 ft
265 10/29/15 7:55 UMORE OB Well 874.435 ft
266 10/29/15 8:00 UMORE OB Well 874.435 ft
267 10/29/15 8:05 UMORE OB Well 874.45 ft
268 10/29/15 8:15 UMORE OB Well 874.435 ft
269 10/29/15 8:20 UMORE OB Well 874.435 ft
270 10/29/15 8:25 UMORE OB Well 874.42 ft
271 10/29/15 8:30 UMORE OB Well 874.42 ft
272 10/29/15 8:35 UMORE OB Well 874.42 ft
273 10/29/15 8:40 UMORE OB Well 874.42 ft
274 10/29/15 8:45 UMORE OB Well 874.42 ft
275 10/29/15 8:50 UMORE OB Well 874.42 ft
276 10/29/15 8:55 UMORE OB Well 874.404 ft
277 10/29/15 9:00 UMORE OB Well 874.42 ft
278 10/29/15 9:05 UMORE OB Well 874.404 ft
279 10/29/15 9:15 UMORE OB Well 874.404 ft
280 10/29/15 9:20 UMORE OB Well 874.389 ft
281 10/29/15 9:25 UMORE OB Well 874.404 ft
282 10/29/15 9:30 UMORE OB Well 874.389 ft
283 10/29/15 9:35 UMORE OB Well 874.404 ft
284 10/29/15 9:40 UMORE OB Well 874.389 ft
285 10/29/15 9:45 UMORE OB Well 874.404 ft
286 10/29/15 9:50 UMORE OB Well 874.389 ft
287 10/29/15 9:55 UMORE OB Well 874.389 ft
288 10/29/15 10:00 UMORE OB Well 874.389 ft
289 10/29/15 10:05 UMORE OB Well 874.374 ft
290 10/29/15 10:15 UMORE OB Well 874.374 ft
AET Project No. 03-05081 Page E110 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
291 10/29/15 10:20 UMORE OB Well 874.359 ft
292 10/29/15 10:25 UMORE OB Well 874.374 ft
293 10/29/15 10:30 UMORE OB Well 874.359 ft
294 10/29/15 10:35 UMORE OB Well 874.359 ft
295 10/29/15 10:40 UMORE OB Well 874.359 ft
296 10/29/15 10:45 UMORE OB Well 874.343 ft
297 10/29/15 10:50 UMORE OB Well 874.343 ft
298 10/29/15 10:55 UMORE OB Well 874.343 ft
299 10/29/15 11:00 UMORE OB Well 874.328 ft
300 10/29/15 11:05 UMORE OB Well 874.328 ft
301 10/29/15 11:50 UMORE OB Well 874.267 ft
302 10/29/15 11:55 UMORE OB Well 874.282 ft
303 10/29/15 12:00 UMORE OB Well 874.267 ft
304 10/29/15 12:05 UMORE OB Well 874.282 ft
305 10/29/15 12:15 UMORE OB Well 874.252 ft
306 10/29/15 12:20 UMORE OB Well 874.252 ft
307 10/31/15 13:45 UMORE OB Well 874.649 ft
308 10/31/15 13:50 UMORE OB Well 874.664 ft
309 10/31/15 13:55 UMORE OB Well 874.664 ft
310 10/31/15 14:00 UMORE OB Well 874.649 ft
311 10/31/15 14:05 UMORE OB Well 874.633 ft
312 10/31/15 14:15 UMORE OB Well 874.649 ft
313 10/31/15 14:20 UMORE OB Well 874.649 ft
314 10/31/15 14:25 UMORE OB Well 874.649 ft
315 10/31/15 14:30 UMORE OB Well 874.649 ft
316 10/31/15 14:35 UMORE OB Well 874.649 ft
317 10/31/15 14:40 UMORE OB Well 874.633 ft
318 10/31/15 14:45 UMORE OB Well 874.633 ft
319 10/31/15 14:50 UMORE OB Well 874.633 ft
320 10/31/15 14:55 UMORE OB Well 874.649 ft
321 10/31/15 15:00 UMORE OB Well 874.633 ft
322 10/31/15 15:05 UMORE OB Well 874.618 ft
323 10/31/15 15:15 UMORE OB Well 874.618 ft
324 10/31/15 15:20 UMORE OB Well 874.618 ft
325 10/31/15 15:25 UMORE OB Well 874.603 ft
326 10/31/15 15:30 UMORE OB Well 874.618 ft
327 10/31/15 15:35 UMORE OB Well 874.587 ft
328 10/31/15 15:40 UMORE OB Well 874.603 ft
329 10/31/15 15:45 UMORE OB Well 874.603 ft
330 10/31/15 15:50 UMORE OB Well 874.603 ft
331 10/31/15 15:55 UMORE OB Well 874.603 ft
332 10/31/15 16:00 UMORE OB Well 874.603 ft
333 10/31/15 16:05 UMORE OB Well 874.572 ft
334 10/31/15 16:15 UMORE OB Well 874.587 ft
335 10/31/15 16:20 UMORE OB Well 874.587 ft
AET Project No. 03-05081 Page E111 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
336 10/31/15 16:25 UMORE OB Well 874.572 ft
337 10/29/15 0:40 UMORE OB Well 874.587 ft
338 10/29/15 0:45 UMORE OB Well 874.572 ft
339 10/29/15 0:50 UMORE OB Well 874.572 ft
340 10/29/15 0:55 UMORE OB Well 874.572 ft
341 10/29/15 1:00 UMORE OB Well 874.557 ft
342 10/29/15 1:05 UMORE OB Well 874.557 ft
343 10/29/15 1:15 UMORE OB Well 874.542 ft
344 10/29/15 1:20 UMORE OB Well 874.557 ft
345 10/29/15 1:25 UMORE OB Well 874.526 ft
346 10/29/15 1:30 UMORE OB Well 874.526 ft
347 10/29/15 1:35 UMORE OB Well 874.526 ft
348 10/29/15 1:40 UMORE OB Well 874.526 ft
349 10/29/15 1:45 UMORE OB Well 874.511 ft
350 10/29/15 1:50 UMORE OB Well 874.511 ft
351 10/29/15 1:55 UMORE OB Well 874.496 ft
352 10/29/15 2:00 UMORE OB Well 874.511 ft
353 10/29/15 2:05 UMORE OB Well 874.496 ft
354 10/29/15 2:15 UMORE OB Well 874.496 ft
355 10/29/15 2:20 UMORE OB Well 874.481 ft
356 10/29/15 2:25 UMORE OB Well 874.481 ft
357 10/29/15 2:30 UMORE OB Well 874.481 ft
358 10/29/15 2:35 UMORE OB Well 874.481 ft
359 10/29/15 2:40 UMORE OB Well 874.481 ft
360 10/29/15 2:45 UMORE OB Well 874.465 ft
361 10/29/15 2:50 UMORE OB Well 874.465 ft
362 10/29/15 2:55 UMORE OB Well 874.465 ft
363 10/29/15 3:00 UMORE OB Well 874.45 ft
364 10/29/15 3:05 UMORE OB Well 874.465 ft
365 10/29/15 3:15 UMORE OB Well 874.435 ft
366 10/29/15 3:20 UMORE OB Well 874.45 ft
367 10/29/15 3:25 UMORE OB Well 874.45 ft
368 10/29/15 3:30 UMORE OB Well 874.45 ft
369 10/29/15 3:35 UMORE OB Well 874.45 ft
370 10/29/15 3:40 UMORE OB Well 874.42 ft
371 10/29/15 3:45 UMORE OB Well 874.435 ft
372 10/29/15 3:50 UMORE OB Well 874.42 ft
373 10/29/15 3:55 UMORE OB Well 874.435 ft
374 10/29/15 4:00 UMORE OB Well 874.42 ft
375 10/29/15 4:05 UMORE OB Well 874.42 ft
376 10/29/15 4:15 UMORE OB Well 874.42 ft
377 10/29/15 4:20 UMORE OB Well 874.42 ft
378 10/29/15 4:25 UMORE OB Well 874.42 ft
379 10/29/15 4:30 UMORE OB Well 874.42 ft
380 10/29/15 4:35 UMORE OB Well 874.42 ft
AET Project No. 03-05081 Page E112 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
381 10/29/15 4:40 UMORE OB Well 874.45 ft
382 10/29/15 4:45 UMORE OB Well 874.42 ft
383 10/29/15 4:50 UMORE OB Well 874.42 ft
384 10/29/15 4:55 UMORE OB Well 874.42 ft
385 10/29/15 5:00 UMORE OB Well 874.42 ft
386 10/29/15 5:05 UMORE OB Well 874.435 ft
387 10/29/15 5:15 UMORE OB Well 874.42 ft
388 10/29/15 5:20 UMORE OB Well 874.42 ft
389 10/29/15 5:25 UMORE OB Well 874.42 ft
390 10/29/15 5:30 UMORE OB Well 874.42 ft
391 10/29/15 5:35 UMORE OB Well 874.435 ft
392 10/29/15 5:40 UMORE OB Well 874.435 ft
393 10/29/15 5:45 UMORE OB Well 874.435 ft
394 10/29/15 5:50 UMORE OB Well 874.435 ft
395 10/29/15 5:55 UMORE OB Well 874.45 ft
396 10/29/15 6:00 UMORE OB Well 874.42 ft
397 10/29/15 6:05 UMORE OB Well 874.45 ft
398 10/29/15 6:15 UMORE OB Well 874.435 ft
399 10/29/15 6:20 UMORE OB Well 874.42 ft
400 10/29/15 6:25 UMORE OB Well 874.435 ft
401 10/29/15 6:30 UMORE OB Well 874.45 ft
402 10/29/15 6:35 UMORE OB Well 874.45 ft
403 10/29/15 6:36 UMORE OB Well 874.45 ft
404 10/29/15 6:40 UMORE OB Well 874.435 ft
405 10/29/15 6:45 UMORE OB Well 874.435 ft
406 10/29/15 6:50 UMORE OB Well 874.45 ft
407 10/29/15 6:55 UMORE OB Well 874.435 ft
408 10/29/15 7:00 UMORE OB Well 874.435 ft
409 10/29/15 7:05 UMORE OB Well 874.435 ft
410 10/29/15 7:15 UMORE OB Well 874.435 ft
411 10/29/15 7:20 UMORE OB Well 874.435 ft
412 10/29/15 7:25 UMORE OB Well 874.435 ft
413 10/29/15 7:30 UMORE OB Well 874.435 ft
414 10/29/15 7:35 UMORE OB Well 874.45 ft
415 10/29/15 7:40 UMORE OB Well 874.45 ft
416 10/29/15 7:45 UMORE OB Well 874.45 ft
417 10/29/15 7:50 UMORE OB Well 874.45 ft
418 10/29/15 7:55 UMORE OB Well 874.435 ft
419 10/29/15 8:00 UMORE OB Well 874.435 ft
420 10/29/15 8:05 UMORE OB Well 874.45 ft
421 10/29/15 8:15 UMORE OB Well 874.435 ft
422 10/29/15 8:20 UMORE OB Well 874.435 ft
423 10/29/15 8:25 UMORE OB Well 874.42 ft
424 10/29/15 8:30 UMORE OB Well 874.42 ft
425 10/29/15 8:35 UMORE OB Well 874.42 ft
AET Project No. 03-05081 Page E113 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
426 10/29/15 8:40 UMORE OB Well 874.42 ft
427 10/29/15 8:45 UMORE OB Well 874.42 ft
428 10/29/15 8:50 UMORE OB Well 874.42 ft
429 10/29/15 8:55 UMORE OB Well 874.404 ft
430 10/29/15 9:00 UMORE OB Well 874.42 ft
431 10/29/15 9:05 UMORE OB Well 874.404 ft
432 10/29/15 9:15 UMORE OB Well 874.404 ft
433 10/29/15 9:20 UMORE OB Well 874.389 ft
434 10/29/15 9:25 UMORE OB Well 874.404 ft
435 10/29/15 9:30 UMORE OB Well 874.389 ft
436 10/29/15 9:35 UMORE OB Well 874.404 ft
437 10/29/15 9:40 UMORE OB Well 874.389 ft
438 10/29/15 9:45 UMORE OB Well 874.404 ft
439 10/29/15 9:50 UMORE OB Well 874.389 ft
440 10/29/15 9:55 UMORE OB Well 874.389 ft
441 10/29/15 10:00 UMORE OB Well 874.389 ft
442 10/29/15 10:05 UMORE OB Well 874.374 ft
443 10/29/15 10:15 UMORE OB Well 874.374 ft
444 10/29/15 10:20 UMORE OB Well 874.359 ft
445 10/29/15 10:25 UMORE OB Well 874.374 ft
446 10/29/15 10:30 UMORE OB Well 874.359 ft
447 10/29/15 10:35 UMORE OB Well 874.359 ft
448 10/29/15 10:40 UMORE OB Well 874.359 ft
449 10/29/15 10:45 UMORE OB Well 874.343 ft
450 10/29/15 10:50 UMORE OB Well 874.343 ft
451 10/29/15 10:55 UMORE OB Well 874.343 ft
452 10/29/15 11:00 UMORE OB Well 874.328 ft
453 10/29/15 11:05 UMORE OB Well 874.328 ft
454 10/29/15 11:50 UMORE OB Well 874.267 ft
455 10/29/15 11:55 UMORE OB Well 874.282 ft
456 10/29/15 12:00 UMORE OB Well 874.267 ft
457 10/29/15 12:05 UMORE OB Well 874.282 ft
458 10/29/15 12:15 UMORE OB Well 874.252 ft
459 10/29/15 12:20 UMORE OB Well 874.252 ft
460 10/29/15 12:25 UMORE OB Well 874.267 ft
461 10/29/15 12:30 UMORE OB Well 874.252 ft
462 10/29/15 12:35 UMORE OB Well 874.252 ft
463 10/29/15 12:40 UMORE OB Well 874.252 ft
464 10/29/15 12:45 UMORE OB Well 874.236 ft
465 10/29/15 12:50 UMORE OB Well 874.252 ft
466 10/29/15 12:55 UMORE OB Well 874.236 ft
467 10/29/15 13:00 UMORE OB Well 874.236 ft
468 10/29/15 13:05 UMORE OB Well 874.236 ft
469 10/29/15 13:15 UMORE OB Well 874.221 ft
470 10/29/15 13:20 UMORE OB Well 874.236 ft
AET Project No. 03-05081 Page E114 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
471 10/29/15 13:25 UMORE OB Well 874.221 ft
472 10/29/15 13:30 UMORE OB Well 874.236 ft
473 10/29/15 13:35 UMORE OB Well 874.221 ft
474 10/29/15 13:40 UMORE OB Well 874.221 ft
475 10/29/15 13:45 UMORE OB Well 874.221 ft
476 10/29/15 13:50 UMORE OB Well 874.206 ft
477 10/29/15 13:55 UMORE OB Well 874.221 ft
478 10/29/15 14:00 UMORE OB Well 874.221 ft
479 10/29/15 14:05 UMORE OB Well 874.206 ft
480 10/29/15 14:15 UMORE OB Well 874.206 ft
481 10/29/15 14:20 UMORE OB Well 874.191 ft
482 10/29/15 14:25 UMORE OB Well 874.221 ft
483 10/29/15 14:30 UMORE OB Well 874.206 ft
484 10/29/15 14:35 UMORE OB Well 874.191 ft
485 10/29/15 14:40 UMORE OB Well 874.206 ft
486 10/29/15 14:45 UMORE OB Well 874.191 ft
487 10/29/15 14:50 UMORE OB Well 874.206 ft
488 10/29/15 14:55 UMORE OB Well 874.191 ft
489 10/29/15 15:00 UMORE OB Well 874.191 ft
490 10/29/15 15:05 UMORE OB Well 874.191 ft
491 10/29/15 15:15 UMORE OB Well 874.191 ft
492 10/29/15 15:20 UMORE OB Well 874.191 ft
493 10/29/15 15:25 UMORE OB Well 874.175 ft
494 10/29/15 15:30 UMORE OB Well 874.191 ft
495 10/29/15 15:35 UMORE OB Well 874.175 ft
496 10/29/15 15:40 UMORE OB Well 874.191 ft
497 10/29/15 15:45 UMORE OB Well 874.175 ft
498 10/29/15 15:50 UMORE OB Well 874.175 ft
499 10/29/15 15:55 UMORE OB Well 874.191 ft
500 10/29/15 16:00 UMORE OB Well 874.175 ft
501 10/29/15 16:05 UMORE OB Well 874.175 ft
502 10/29/15 16:15 UMORE OB Well 874.191 ft
503 10/29/15 16:20 UMORE OB Well 874.191 ft
504 10/29/15 16:25 UMORE OB Well 874.175 ft
505 10/29/15 16:30 UMORE OB Well 874.175 ft
506 10/29/15 16:35 UMORE OB Well 874.191 ft
507 10/29/15 16:40 UMORE OB Well 874.191 ft
508 10/29/15 16:45 UMORE OB Well 874.191 ft
509 10/29/15 16:50 UMORE OB Well 874.175 ft
510 10/29/15 16:55 UMORE OB Well 874.175 ft
511 10/29/15 17:00 UMORE OB Well 874.175 ft
512 10/29/15 17:05 UMORE OB Well 874.175 ft
513 10/29/15 17:15 UMORE OB Well 874.191 ft
514 10/29/15 17:50 UMORE OB Well 874.206 ft
515 10/29/15 17:55 UMORE OB Well 874.206 ft
AET Project No. 03-05081 Page E115 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
516 10/29/15 18:00 UMORE OB Well 874.191 ft
517 10/29/15 18:05 UMORE OB Well 874.191 ft
518 10/29/15 18:15 UMORE OB Well 874.206 ft
519 10/29/15 18:20 UMORE OB Well 874.221 ft
520 10/29/15 18:25 UMORE OB Well 874.206 ft
521 10/29/15 18:30 UMORE OB Well 874.206 ft
522 10/29/15 18:35 UMORE OB Well 874.221 ft
523 10/29/15 18:40 UMORE OB Well 874.221 ft
524 10/29/15 18:45 UMORE OB Well 874.236 ft
525 10/29/15 18:50 UMORE OB Well 874.236 ft
526 10/29/15 18:55 UMORE OB Well 874.236 ft
527 10/29/15 19:00 UMORE OB Well 874.236 ft
528 10/29/15 19:00 UMORE OB Well 874.481 ft
529 10/29/15 19:05 UMORE OB Well 874.236 ft
530 10/29/15 19:15 UMORE OB Well 874.236 ft
531 10/29/15 19:20 UMORE OB Well 874.236 ft
532 10/29/15 19:25 UMORE OB Well 874.252 ft
533 10/29/15 19:30 UMORE OB Well 874.252 ft
534 10/29/15 19:35 UMORE OB Well 874.236 ft
535 10/29/15 19:40 UMORE OB Well 874.252 ft
536 10/29/15 19:45 UMORE OB Well 874.252 ft
537 10/29/15 19:50 UMORE OB Well 874.252 ft
538 10/29/15 19:55 UMORE OB Well 874.252 ft
539 10/29/15 20:00 UMORE OB Well 874.236 ft
540 10/29/15 20:00 UMORE OB Well 874.252 ft
541 10/29/15 20:05 UMORE OB Well 874.267 ft
542 10/29/15 20:15 UMORE OB Well 874.252 ft
543 10/29/15 20:20 UMORE OB Well 874.252 ft
544 10/29/15 20:25 UMORE OB Well 874.267 ft
545 10/29/15 20:30 UMORE OB Well 874.267 ft
546 10/29/15 20:35 UMORE OB Well 874.267 ft
547 10/29/15 20:40 UMORE OB Well 874.267 ft
548 10/29/15 20:45 UMORE OB Well 874.282 ft
549 10/29/15 20:50 UMORE OB Well 874.267 ft
550 10/29/15 20:55 UMORE OB Well 874.282 ft
551 10/29/15 21:00 UMORE OB Well 874.282 ft
552 10/29/15 21:05 UMORE OB Well 874.282 ft
553 10/29/15 21:15 UMORE OB Well 874.267 ft
554 10/29/15 21:20 UMORE OB Well 874.282 ft
555 10/29/15 21:25 UMORE OB Well 874.297 ft
556 10/29/15 21:30 UMORE OB Well 874.282 ft
557 10/29/15 21:35 UMORE OB Well 874.282 ft
558 10/29/15 21:40 UMORE OB Well 874.282 ft
559 10/29/15 21:45 UMORE OB Well 874.267 ft
560 10/29/15 21:50 UMORE OB Well 874.282 ft
AET Project No. 03-05081 Page E116 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
561 10/29/15 21:55 UMORE OB Well 874.267 ft
562 10/29/15 22:00 UMORE OB Well 874.282 ft
563 10/29/15 22:05 UMORE OB Well 874.282 ft
564 10/29/15 22:15 UMORE OB Well 874.282 ft
565 10/29/15 22:20 UMORE OB Well 874.282 ft
566 10/29/15 22:25 UMORE OB Well 874.282 ft
567 10/29/15 22:30 UMORE OB Well 874.282 ft
568 10/29/15 22:35 UMORE OB Well 874.297 ft
569 10/29/15 22:40 UMORE OB Well 874.282 ft
570 10/29/15 22:45 UMORE OB Well 874.282 ft
571 10/29/15 22:50 UMORE OB Well 874.282 ft
572 10/29/15 22:55 UMORE OB Well 874.297 ft
573 10/29/15 23:00 UMORE OB Well 874.282 ft
574 10/29/15 23:05 UMORE OB Well 874.282 ft
575 10/29/15 23:15 UMORE OB Well 874.282 ft
576 10/29/15 23:20 UMORE OB Well 874.267 ft
577 10/29/15 23:25 UMORE OB Well 874.267 ft
578 10/29/15 23:30 UMORE OB Well 874.297 ft
579 10/29/15 23:35 UMORE OB Well 874.282 ft
580 10/29/15 23:40 UMORE OB Well 874.282 ft
581 10/29/15 23:45 UMORE OB Well 874.282 ft
582 10/29/15 23:50 UMORE OB Well 874.282 ft
583 10/29/15 23:55 UMORE OB Well 874.267 ft
584 10/30/15 0:00 UMORE OB Well 874.282 ft
585 10/30/15 0:05 UMORE OB Well 874.282 ft
586 10/30/15 0:15 UMORE OB Well 874.252 ft
587 10/30/15 0:20 UMORE OB Well 874.267 ft
588 10/30/15 0:25 UMORE OB Well 874.267 ft
589 10/30/15 0:30 UMORE OB Well 874.282 ft
590 10/30/15 0:35 UMORE OB Well 874.267 ft
591 10/30/15 0:40 UMORE OB Well 874.267 ft
592 10/30/15 0:45 UMORE OB Well 874.267 ft
593 10/30/15 0:50 UMORE OB Well 874.252 ft
594 10/30/15 0:55 UMORE OB Well 874.267 ft
595 10/30/15 1:00 UMORE OB Well 874.236 ft
596 10/30/15 1:05 UMORE OB Well 874.236 ft
597 10/30/15 1:15 UMORE OB Well 874.252 ft
598 10/30/15 1:20 UMORE OB Well 874.236 ft
599 10/30/15 1:25 UMORE OB Well 874.236 ft
600 10/30/15 1:30 UMORE OB Well 874.236 ft
601 10/30/15 1:35 UMORE OB Well 874.221 ft
602 10/30/15 1:40 UMORE OB Well 874.236 ft
603 10/30/15 1:45 UMORE OB Well 874.221 ft
604 10/30/15 1:50 UMORE OB Well 874.221 ft
605 10/30/15 1:55 UMORE OB Well 874.221 ft
AET Project No. 03-05081 Page E117 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
606 10/30/15 2:00 UMORE OB Well 874.221 ft
607 10/30/15 2:05 UMORE OB Well 874.221 ft
608 10/30/15 2:15 UMORE OB Well 874.221 ft
609 10/30/15 2:20 UMORE OB Well 874.206 ft
610 10/30/15 2:25 UMORE OB Well 874.221 ft
611 10/30/15 2:30 UMORE OB Well 874.221 ft
612 10/30/15 2:35 UMORE OB Well 874.221 ft
613 10/30/15 2:40 UMORE OB Well 874.206 ft
614 10/30/15 2:45 UMORE OB Well 874.206 ft
615 10/30/15 2:50 UMORE OB Well 874.221 ft
616 10/30/15 2:55 UMORE OB Well 874.206 ft
617 10/30/15 3:00 UMORE OB Well 874.206 ft
618 10/30/15 3:05 UMORE OB Well 874.206 ft
619 10/30/15 3:15 UMORE OB Well 874.221 ft
620 10/30/15 3:20 UMORE OB Well 874.206 ft
621 10/30/15 3:25 UMORE OB Well 874.221 ft
622 10/30/15 3:30 UMORE OB Well 874.206 ft
623 10/30/15 3:35 UMORE OB Well 874.221 ft
624 10/30/15 3:40 UMORE OB Well 874.221 ft
625 10/30/15 3:45 UMORE OB Well 874.221 ft
626 10/30/15 3:50 UMORE OB Well 874.221 ft
627 10/30/15 3:55 UMORE OB Well 874.206 ft
628 10/30/15 4:00 UMORE OB Well 874.206 ft
629 10/30/15 4:05 UMORE OB Well 874.206 ft
630 10/30/15 4:15 UMORE OB Well 874.206 ft
631 10/30/15 4:20 UMORE OB Well 874.191 ft
632 10/30/15 4:25 UMORE OB Well 874.206 ft
633 10/30/15 4:30 UMORE OB Well 874.206 ft
634 10/30/15 4:35 UMORE OB Well 874.206 ft
635 10/30/15 4:40 UMORE OB Well 874.221 ft
636 10/30/15 4:45 UMORE OB Well 874.206 ft
637 10/30/15 4:50 UMORE OB Well 874.206 ft
638 10/30/15 4:55 UMORE OB Well 874.206 ft
639 10/30/15 5:00 UMORE OB Well 874.206 ft
640 10/30/15 5:05 UMORE OB Well 874.206 ft
641 10/30/15 5:15 UMORE OB Well 874.206 ft
642 10/30/15 5:20 UMORE OB Well 874.206 ft
643 10/30/15 5:25 UMORE OB Well 874.221 ft
644 10/30/15 5:30 UMORE OB Well 874.221 ft
645 10/30/15 5:35 UMORE OB Well 874.221 ft
646 10/30/15 5:40 UMORE OB Well 874.221 ft
647 10/30/15 5:45 UMORE OB Well 874.236 ft
648 10/30/15 5:50 UMORE OB Well 874.221 ft
649 10/30/15 5:55 UMORE OB Well 874.252 ft
650 10/30/15 11:50 UMORE OB Well 874.435 ft
AET Project No. 03-05081 Page E118 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
651 10/30/15 11:55 UMORE OB Well 874.42 ft
652 10/30/15 12:00 UMORE OB Well 874.404 ft
653 10/30/15 12:05 UMORE OB Well 874.42 ft
654 10/30/15 12:15 UMORE OB Well 874.404 ft
655 10/30/15 12:20 UMORE OB Well 874.404 ft
656 10/30/15 12:25 UMORE OB Well 874.42 ft
657 10/30/15 12:30 UMORE OB Well 874.42 ft
658 10/30/15 12:35 UMORE OB Well 874.404 ft
659 10/30/15 12:40 UMORE OB Well 874.404 ft
660 10/30/15 12:45 UMORE OB Well 874.42 ft
661 10/30/15 12:50 UMORE OB Well 874.404 ft
662 10/30/15 12:55 UMORE OB Well 874.42 ft
663 10/30/15 13:00 UMORE OB Well 874.404 ft
664 10/30/15 13:05 UMORE OB Well 874.42 ft
665 10/30/15 13:15 UMORE OB Well 874.404 ft
666 10/30/15 13:20 UMORE OB Well 874.42 ft
667 10/30/15 13:25 UMORE OB Well 874.42 ft
668 10/30/15 13:30 UMORE OB Well 874.42 ft
669 10/30/15 13:35 UMORE OB Well 874.404 ft
670 10/30/15 13:40 UMORE OB Well 874.42 ft
671 10/30/15 13:45 UMORE OB Well 874.435 ft
672 10/30/15 13:50 UMORE OB Well 874.42 ft
673 10/30/15 13:55 UMORE OB Well 874.42 ft
674 10/30/15 14:00 UMORE OB Well 874.42 ft
675 10/30/15 14:05 UMORE OB Well 874.435 ft
676 10/30/15 14:15 UMORE OB Well 874.435 ft
677 10/30/15 14:20 UMORE OB Well 874.435 ft
678 10/30/15 14:25 UMORE OB Well 874.42 ft
679 10/30/15 14:30 UMORE OB Well 874.435 ft
680 10/30/15 14:35 UMORE OB Well 874.435 ft
681 10/30/15 14:40 UMORE OB Well 874.435 ft
682 10/30/15 14:45 UMORE OB Well 874.435 ft
683 10/30/15 14:50 UMORE OB Well 874.42 ft
684 10/30/15 14:55 UMORE OB Well 874.435 ft
685 10/30/15 15:00 UMORE OB Well 874.42 ft
686 10/30/15 15:05 UMORE OB Well 874.42 ft
687 10/30/15 15:15 UMORE OB Well 874.42 ft
688 10/30/15 15:20 UMORE OB Well 874.42 ft
689 10/30/15 15:30 UMORE OB Well 874.404 ft
690 10/30/15 15:35 UMORE OB Well 874.42 ft
691 10/30/15 15:40 UMORE OB Well 874.404 ft
692 10/30/15 15:45 UMORE OB Well 874.404 ft
693 10/30/15 15:50 UMORE OB Well 874.42 ft
694 10/30/15 15:55 UMORE OB Well 874.404 ft
695 10/30/15 16:00 UMORE OB Well 874.435 ft
AET Project No. 03-05081 Page E119 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
696 10/30/15 16:05 UMORE OB Well 874.404 ft
697 10/30/15 16:15 UMORE OB Well 874.404 ft
698 10/30/15 16:20 UMORE OB Well 874.404 ft
699 10/30/15 16:25 UMORE OB Well 874.42 ft
700 10/30/15 16:30 UMORE OB Well 874.435 ft
701 10/30/15 16:35 UMORE OB Well 874.42 ft
702 10/30/15 16:40 UMORE OB Well 874.42 ft
703 10/30/15 16:45 UMORE OB Well 874.42 ft
704 10/30/15 16:50 UMORE OB Well 874.435 ft
705 10/30/15 16:55 UMORE OB Well 874.42 ft
706 10/30/15 17:00 UMORE OB Well 874.435 ft
707 10/30/15 17:05 UMORE OB Well 874.435 ft
708 10/30/15 17:15 UMORE OB Well 874.42 ft
709 10/30/15 17:20 UMORE OB Well 874.42 ft
710 10/30/15 17:25 UMORE OB Well 874.435 ft
711 10/30/15 17:30 UMORE OB Well 874.435 ft
712 10/30/15 17:35 UMORE OB Well 874.42 ft
713 10/30/15 17:40 UMORE OB Well 874.45 ft
714 10/30/15 17:45 UMORE OB Well 874.435 ft
715 10/30/15 17:50 UMORE OB Well 874.435 ft
716 10/30/15 17:55 UMORE OB Well 874.435 ft
717 10/30/15 18:00 UMORE OB Well 874.45 ft
718 10/30/15 18:05 UMORE OB Well 874.45 ft
719 10/30/15 18:15 UMORE OB Well 874.435 ft
720 10/30/15 18:15 UMORE OB Well 874.465 ft
721 10/30/15 18:20 UMORE OB Well 874.465 ft
722 10/30/15 18:25 UMORE OB Well 874.465 ft
723 10/30/15 18:30 UMORE OB Well 874.465 ft
724 10/30/15 18:35 UMORE OB Well 874.45 ft
725 10/30/15 18:40 UMORE OB Well 874.465 ft
726 10/30/15 18:45 UMORE OB Well 874.465 ft
727 10/30/15 18:50 UMORE OB Well 874.465 ft
728 10/30/15 18:55 UMORE OB Well 874.465 ft
729 10/30/15 19:00 UMORE OB Well 874.542 ft
730 10/30/15 19:05 UMORE OB Well 874.481 ft
731 10/30/15 19:15 UMORE OB Well 874.481 ft
732 10/30/15 19:20 UMORE OB Well 874.496 ft
733 10/30/15 19:25 UMORE OB Well 874.481 ft
734 10/30/15 19:30 UMORE OB Well 874.481 ft
735 10/30/15 19:35 UMORE OB Well 874.496 ft
736 10/30/15 19:40 UMORE OB Well 874.496 ft
737 10/30/15 19:45 UMORE OB Well 874.496 ft
738 10/30/15 19:50 UMORE OB Well 874.481 ft
739 10/30/15 19:55 UMORE OB Well 874.496 ft
740 10/30/15 20:00 UMORE OB Well 874.496 ft
AET Project No. 03-05081 Page E120 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
741 10/30/15 20:05 UMORE OB Well 874.511 ft
742 10/30/15 20:15 UMORE OB Well 874.511 ft
743 10/30/15 20:20 UMORE OB Well 874.526 ft
744 10/30/15 20:25 UMORE OB Well 874.526 ft
745 10/30/15 20:30 UMORE OB Well 874.526 ft
746 10/30/15 20:35 UMORE OB Well 874.511 ft
747 10/30/15 20:40 UMORE OB Well 874.526 ft
748 10/30/15 20:45 UMORE OB Well 874.511 ft
749 10/30/15 20:50 UMORE OB Well 874.511 ft
750 10/30/15 20:55 UMORE OB Well 874.526 ft
751 10/30/15 21:00 UMORE OB Well 874.526 ft
752 10/30/15 21:05 UMORE OB Well 874.526 ft
753 10/30/15 21:15 UMORE OB Well 874.511 ft
754 10/30/15 21:20 UMORE OB Well 874.511 ft
755 10/30/15 21:25 UMORE OB Well 874.526 ft
756 10/30/15 21:30 UMORE OB Well 874.511 ft
757 10/30/15 21:35 UMORE OB Well 874.526 ft
758 10/30/15 21:40 UMORE OB Well 874.526 ft
759 10/30/15 21:45 UMORE OB Well 874.511 ft
760 10/30/15 21:50 UMORE OB Well 874.511 ft
761 10/30/15 21:55 UMORE OB Well 874.511 ft
762 10/30/15 22:00 UMORE OB Well 874.511 ft
763 10/30/15 22:05 UMORE OB Well 874.511 ft
764 10/30/15 22:15 UMORE OB Well 874.511 ft
765 10/30/15 22:20 UMORE OB Well 874.526 ft
766 10/30/15 22:25 UMORE OB Well 874.511 ft
767 10/30/15 22:30 UMORE OB Well 874.526 ft
768 10/30/15 22:35 UMORE OB Well 874.511 ft
769 10/30/15 22:40 UMORE OB Well 874.526 ft
770 10/30/15 22:45 UMORE OB Well 874.511 ft
771 10/30/15 22:50 UMORE OB Well 874.526 ft
772 10/30/15 22:55 UMORE OB Well 874.526 ft
773 10/30/15 23:00 UMORE OB Well 874.526 ft
774 10/30/15 23:05 UMORE OB Well 874.526 ft
775 10/30/15 23:15 UMORE OB Well 874.526 ft
776 10/30/15 23:20 UMORE OB Well 874.526 ft
777 10/30/15 23:25 UMORE OB Well 874.526 ft
778 10/30/15 23:30 UMORE OB Well 874.511 ft
779 10/30/15 23:35 UMORE OB Well 874.526 ft
780 10/30/15 23:40 UMORE OB Well 874.526 ft
781 10/30/15 23:45 UMORE OB Well 874.511 ft
782 10/30/15 23:50 UMORE OB Well 874.526 ft
783 10/30/15 23:55 UMORE OB Well 874.526 ft
784 10/31/15 0:00 UMORE OB Well 874.526 ft
785 10/31/15 0:05 UMORE OB Well 874.542 ft
AET Project No. 03-05081 Page E121 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
786 10/31/15 0:15 UMORE OB Well 874.526 ft
787 10/31/15 0:20 UMORE OB Well 874.526 ft
788 10/31/15 0:25 UMORE OB Well 874.526 ft
789 10/31/15 0:30 UMORE OB Well 874.526 ft
790 10/31/15 0:35 UMORE OB Well 874.542 ft
791 10/31/15 0:40 UMORE OB Well 874.526 ft
792 10/31/15 0:45 UMORE OB Well 874.542 ft
793 10/31/15 0:50 UMORE OB Well 874.526 ft
794 10/31/15 0:55 UMORE OB Well 874.542 ft
795 10/31/15 1:00 UMORE OB Well 874.542 ft
796 10/31/15 1:05 UMORE OB Well 874.542 ft
797 10/31/15 1:15 UMORE OB Well 874.526 ft
798 10/31/15 1:20 UMORE OB Well 874.542 ft
799 10/31/15 1:25 UMORE OB Well 874.542 ft
800 10/31/15 1:30 UMORE OB Well 874.542 ft
801 10/31/15 1:35 UMORE OB Well 874.526 ft
802 10/31/15 1:40 UMORE OB Well 874.542 ft
803 10/31/15 1:45 UMORE OB Well 874.526 ft
804 10/31/15 1:50 UMORE OB Well 874.526 ft
805 10/31/15 1:55 UMORE OB Well 874.526 ft
806 10/31/15 2:00 UMORE OB Well 874.526 ft
807 10/31/15 2:05 UMORE OB Well 874.526 ft
808 10/31/15 2:15 UMORE OB Well 874.511 ft
809 10/31/15 2:20 UMORE OB Well 874.526 ft
810 10/31/15 2:25 UMORE OB Well 874.511 ft
811 10/31/15 2:30 UMORE OB Well 874.526 ft
812 10/31/15 2:35 UMORE OB Well 874.511 ft
813 10/31/15 2:40 UMORE OB Well 874.496 ft
814 10/31/15 2:45 UMORE OB Well 874.496 ft
815 10/31/15 2:50 UMORE OB Well 874.496 ft
816 10/31/15 2:55 UMORE OB Well 874.496 ft
817 10/31/15 3:00 UMORE OB Well 874.496 ft
818 10/31/15 3:05 UMORE OB Well 874.496 ft
819 10/31/15 3:15 UMORE OB Well 874.496 ft
820 10/31/15 3:20 UMORE OB Well 874.481 ft
821 10/31/15 3:25 UMORE OB Well 874.496 ft
822 10/31/15 3:30 UMORE OB Well 874.496 ft
823 10/31/15 3:35 UMORE OB Well 874.496 ft
824 10/31/15 3:40 UMORE OB Well 874.496 ft
825 10/31/15 3:45 UMORE OB Well 874.465 ft
826 10/31/15 3:50 UMORE OB Well 874.496 ft
827 10/31/15 3:55 UMORE OB Well 874.481 ft
828 10/31/15 4:00 UMORE OB Well 874.496 ft
829 10/31/15 4:05 UMORE OB Well 874.481 ft
830 10/31/15 4:15 UMORE OB Well 874.481 ft
AET Project No. 03-05081 Page E122 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
831 10/31/15 4:20 UMORE OB Well 874.481 ft
832 10/31/15 4:25 UMORE OB Well 874.496 ft
833 10/31/15 4:30 UMORE OB Well 874.496 ft
834 10/31/15 4:35 UMORE OB Well 874.481 ft
835 10/31/15 4:40 UMORE OB Well 874.465 ft
836 10/31/15 4:45 UMORE OB Well 874.481 ft
837 10/31/15 4:50 UMORE OB Well 874.465 ft
838 10/31/15 4:55 UMORE OB Well 874.481 ft
839 10/31/15 5:00 UMORE OB Well 874.481 ft
840 10/31/15 5:05 UMORE OB Well 874.496 ft
841 10/31/15 5:15 UMORE OB Well 874.481 ft
842 10/31/15 5:20 UMORE OB Well 874.481 ft
843 10/31/15 5:25 UMORE OB Well 874.496 ft
844 10/31/15 5:30 UMORE OB Well 874.481 ft
845 10/31/15 5:35 UMORE OB Well 874.496 ft
846 10/31/15 5:40 UMORE OB Well 874.481 ft
847 10/31/15 5:45 UMORE OB Well 874.481 ft
848 10/31/15 5:50 UMORE OB Well 874.481 ft
849 10/31/15 5:55 UMORE OB Well 874.496 ft
850 10/31/15 6:00 UMORE OB Well 874.496 ft
851 10/31/15 6:05 UMORE OB Well 874.496 ft
852 10/31/15 6:15 UMORE OB Well 874.496 ft
853 10/31/15 6:20 UMORE OB Well 874.496 ft
854 10/31/15 6:25 UMORE OB Well 874.511 ft
855 10/31/15 6:30 UMORE OB Well 874.526 ft
856 10/31/15 6:35 UMORE OB Well 874.526 ft
857 10/31/15 6:40 UMORE OB Well 874.542 ft
858 10/31/15 6:45 UMORE OB Well 874.526 ft
859 10/31/15 6:50 UMORE OB Well 874.542 ft
860 10/31/15 6:55 UMORE OB Well 874.542 ft
861 10/31/15 7:00 UMORE OB Well 874.542 ft
862 10/31/15 7:05 UMORE OB Well 874.542 ft
863 10/31/15 7:15 UMORE OB Well 874.557 ft
864 10/31/15 7:20 UMORE OB Well 874.542 ft
865 10/31/15 7:25 UMORE OB Well 874.572 ft
866 10/31/15 7:30 UMORE OB Well 874.572 ft
867 10/31/15 7:35 UMORE OB Well 874.557 ft
868 10/31/15 7:40 UMORE OB Well 874.572 ft
869 10/31/15 7:40 UMORE OB Well 874.557 ft
870 10/31/15 7:45 UMORE OB Well 874.572 ft
871 10/31/15 7:50 UMORE OB Well 874.587 ft
872 10/31/15 7:55 UMORE OB Well 874.587 ft
873 10/31/15 8:00 UMORE OB Well 874.587 ft
874 10/31/15 8:05 UMORE OB Well 874.572 ft
875 10/31/15 8:15 UMORE OB Well 874.587 ft
AET Project No. 03-05081 Page E123 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
876 10/31/15 8:20 UMORE OB Well 874.603 ft
877 10/31/15 8:25 UMORE OB Well 874.587 ft
878 10/31/15 8:30 UMORE OB Well 874.603 ft
879 10/31/15 8:35 UMORE OB Well 874.587 ft
880 10/31/15 8:40 UMORE OB Well 874.603 ft
881 10/31/15 8:45 UMORE OB Well 874.603 ft
882 10/31/15 8:50 UMORE OB Well 874.603 ft
883 10/31/15 8:55 UMORE OB Well 874.603 ft
884 10/31/15 9:00 UMORE OB Well 874.603 ft
885 10/31/15 9:05 UMORE OB Well 874.603 ft
886 10/31/15 9:15 UMORE OB Well 874.618 ft
887 10/31/15 9:20 UMORE OB Well 874.618 ft
888 10/31/15 9:25 UMORE OB Well 874.618 ft
889 10/31/15 9:30 UMORE OB Well 874.603 ft
890 10/31/15 9:35 UMORE OB Well 874.618 ft
891 10/31/15 9:40 UMORE OB Well 874.618 ft
892 10/31/15 9:45 UMORE OB Well 874.633 ft
893 10/31/15 9:50 UMORE OB Well 874.633 ft
894 10/31/15 9:55 UMORE OB Well 874.633 ft
895 10/31/15 10:00 UMORE OB Well 874.618 ft
896 10/31/15 10:05 UMORE OB Well 874.618 ft
897 10/31/15 10:15 UMORE OB Well 874.649 ft
898 10/31/15 10:20 UMORE OB Well 874.649 ft
899 10/31/15 10:25 UMORE OB Well 874.633 ft
900 10/31/15 10:30 UMORE OB Well 874.633 ft
901 10/31/15 10:35 UMORE OB Well 874.633 ft
902 10/31/15 10:40 UMORE OB Well 874.633 ft
903 10/31/15 10:45 UMORE OB Well 874.618 ft
904 10/31/15 10:50 UMORE OB Well 874.649 ft
905 10/31/15 11:25 UMORE OB Well 874.633 ft
906 10/31/15 11:30 UMORE OB Well 874.633 ft
907 10/31/15 11:35 UMORE OB Well 874.633 ft
908 10/31/15 11:40 UMORE OB Well 874.633 ft
909 10/31/15 11:45 UMORE OB Well 874.649 ft
910 10/31/15 11:50 UMORE OB Well 874.649 ft
911 10/31/15 11:55 UMORE OB Well 874.664 ft
912 10/31/15 12:00 UMORE OB Well 874.649 ft
913 10/31/15 12:05 UMORE OB Well 874.649 ft
914 10/31/15 12:15 UMORE OB Well 874.664 ft
915 10/31/15 12:20 UMORE OB Well 874.649 ft
916 10/31/15 12:25 UMORE OB Well 874.664 ft
917 10/31/15 12:30 UMORE OB Well 874.664 ft
918 10/31/15 12:35 UMORE OB Well 874.664 ft
919 10/31/15 12:40 UMORE OB Well 874.679 ft
920 10/31/15 12:45 UMORE OB Well 874.679 ft
AET Project No. 03-05081 Page E124 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
921 10/31/15 12:50 UMORE OB Well 874.679 ft
922 10/31/15 12:55 UMORE OB Well 874.679 ft
923 10/31/15 13:00 UMORE OB Well 874.679 ft
924 10/31/15 13:05 UMORE OB Well 874.664 ft
925 10/31/15 13:15 UMORE OB Well 874.664 ft
926 10/31/15 13:20 UMORE OB Well 874.664 ft
927 10/31/15 13:25 UMORE OB Well 874.664 ft
928 10/31/15 13:30 UMORE OB Well 874.664 ft
929 10/31/15 13:35 UMORE OB Well 874.679 ft
930 10/31/15 13:40 UMORE OB Well 874.679 ft
931 10/31/15 16:30 UMORE OB Well 874.572 ft
932 10/31/15 16:35 UMORE OB Well 874.572 ft
933 10/31/15 16:40 UMORE OB Well 874.572 ft
934 10/31/15 16:45 UMORE OB Well 874.572 ft
935 10/31/15 16:50 UMORE OB Well 874.557 ft
936 10/31/15 16:55 UMORE OB Well 874.557 ft
937 10/31/15 17:00 UMORE OB Well 874.542 ft
938 10/31/15 17:05 UMORE OB Well 874.557 ft
939 10/31/15 17:15 UMORE OB Well 874.542 ft
940 10/31/15 17:20 UMORE OB Well 874.542 ft
941 10/31/15 17:25 UMORE OB Well 874.542 ft
942 10/31/15 17:30 UMORE OB Well 874.542 ft
943 10/31/15 17:35 UMORE OB Well 874.526 ft
944 10/31/15 17:40 UMORE OB Well 874.526 ft
945 10/31/15 17:45 UMORE OB Well 874.526 ft
946 10/31/15 17:50 UMORE OB Well 874.542 ft
947 10/31/15 17:55 UMORE OB Well 874.542 ft
948 10/31/15 18:00 UMORE OB Well 874.542 ft
949 10/31/15 18:05 UMORE OB Well 874.526 ft
950 10/31/15 18:15 UMORE OB Well 874.526 ft
951 10/31/15 18:20 UMORE OB Well 874.542 ft
952 10/31/15 18:25 UMORE OB Well 874.526 ft
953 10/31/15 18:30 UMORE OB Well 874.526 ft
954 10/31/15 18:35 UMORE OB Well 874.526 ft
955 10/31/15 18:40 UMORE OB Well 874.542 ft
956 10/31/15 18:45 UMORE OB Well 874.557 ft
957 10/31/15 18:50 UMORE OB Well 874.526 ft
958 10/31/15 18:55 UMORE OB Well 874.542 ft
959 10/31/15 19:00 UMORE OB Well 874.374 ft
960 10/31/15 19:05 UMORE OB Well 874.542 ft
961 10/31/15 19:15 UMORE OB Well 874.542 ft
962 10/31/15 19:20 UMORE OB Well 874.542 ft
963 10/31/15 19:25 UMORE OB Well 874.557 ft
964 10/31/15 19:30 UMORE OB Well 874.557 ft
965 10/31/15 19:35 UMORE OB Well 874.542 ft
AET Project No. 03-05081 Page E125 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
966 10/31/15 19:40 UMORE OB Well 874.557 ft
967 10/31/15 19:45 UMORE OB Well 874.542 ft
968 10/31/15 19:50 UMORE OB Well 874.557 ft
969 10/31/15 19:55 UMORE OB Well 874.542 ft
970 10/31/15 20:00 UMORE OB Well 874.557 ft
971 10/31/15 20:05 UMORE OB Well 874.557 ft
972 10/31/15 20:15 UMORE OB Well 874.542 ft
973 10/31/15 20:20 UMORE OB Well 874.542 ft
974 10/31/15 20:25 UMORE OB Well 874.557 ft
975 10/31/15 20:30 UMORE OB Well 874.542 ft
976 10/31/15 20:35 UMORE OB Well 874.557 ft
977 10/31/15 20:40 UMORE OB Well 874.542 ft
978 10/31/15 20:45 UMORE OB Well 874.557 ft
979 10/31/15 20:50 UMORE OB Well 874.557 ft
980 10/31/15 20:55 UMORE OB Well 874.557 ft
981 10/31/15 21:00 UMORE OB Well 874.557 ft
982 10/31/15 21:05 UMORE OB Well 874.557 ft
983 10/31/15 21:15 UMORE OB Well 874.557 ft
984 10/31/15 21:20 UMORE OB Well 874.572 ft
985 10/31/15 21:25 UMORE OB Well 874.542 ft
986 10/31/15 21:30 UMORE OB Well 874.542 ft
987 10/31/15 21:35 UMORE OB Well 874.542 ft
988 10/31/15 21:40 UMORE OB Well 874.542 ft
989 10/31/15 21:45 UMORE OB Well 874.557 ft
990 10/31/15 21:50 UMORE OB Well 874.557 ft
991 10/31/15 21:55 UMORE OB Well 874.557 ft
992 10/31/15 22:00 UMORE OB Well 874.557 ft
993 10/31/15 22:05 UMORE OB Well 874.557 ft
994 10/31/15 22:15 UMORE OB Well 874.557 ft
995 10/31/15 22:20 UMORE OB Well 874.542 ft
996 10/31/15 22:25 UMORE OB Well 874.557 ft
997 10/31/15 22:30 UMORE OB Well 874.542 ft
998 10/31/15 22:35 UMORE OB Well 874.557 ft
999 10/31/15 22:40 UMORE OB Well 874.542 ft
1000 10/31/15 22:45 UMORE OB Well 874.557 ft
1001 10/31/15 22:50 UMORE OB Well 874.542 ft
1002 10/31/15 22:55 UMORE OB Well 874.557 ft
1003 10/31/15 23:00 UMORE OB Well 874.542 ft
1004 10/31/15 23:05 UMORE OB Well 874.542 ft
1005 10/31/15 23:15 UMORE OB Well 874.542 ft
1006 10/31/15 23:20 UMORE OB Well 874.542 ft
1007 10/31/15 23:25 UMORE OB Well 874.542 ft
1008 10/31/15 23:30 UMORE OB Well 874.572 ft
1009 10/31/15 23:35 UMORE OB Well 874.542 ft
1010 10/31/15 23:40 UMORE OB Well 874.557 ft
AET Project No. 03-05081 Page E126 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1011 10/31/15 23:45 UMORE OB Well 874.542 ft
1012 10/31/15 23:50 UMORE OB Well 874.557 ft
1013 10/31/15 23:55 UMORE OB Well 874.542 ft
1014 11/1/15 0:00 UMORE OB Well 874.542 ft
1015 11/1/15 0:05 UMORE OB Well 874.542 ft
1016 11/1/15 0:15 UMORE OB Well 874.542 ft
1017 11/1/15 0:20 UMORE OB Well 874.542 ft
1018 11/1/15 0:25 UMORE OB Well 874.557 ft
1019 11/1/15 0:30 UMORE OB Well 874.542 ft
1020 11/1/15 0:35 UMORE OB Well 874.542 ft
1021 11/1/15 0:40 UMORE OB Well 874.526 ft
1022 11/1/15 0:45 UMORE OB Well 874.542 ft
1023 11/1/15 0:50 UMORE OB Well 874.526 ft
1024 11/1/15 0:55 UMORE OB Well 874.557 ft
1025 11/1/15 1:00 UMORE OB Well 874.526 ft
1026 11/1/15 1:05 UMORE OB Well 874.511 ft
1027 11/1/15 1:05 UMORE OB Well 874.542 ft
1028 11/1/15 1:15 UMORE OB Well 874.542 ft
1029 11/1/15 1:15 UMORE OB Well 874.526 ft
1030 11/1/15 1:20 UMORE OB Well 874.526 ft
1031 11/1/15 1:25 UMORE OB Well 874.511 ft
1032 11/1/15 1:25 UMORE OB Well 874.526 ft
1033 11/1/15 1:30 UMORE OB Well 874.526 ft
1034 11/1/15 1:30 UMORE OB Well 874.511 ft
1035 11/1/15 1:35 UMORE OB Well 874.511 ft
1036 11/1/15 1:35 UMORE OB Well 874.526 ft
1037 11/1/15 1:40 UMORE OB Well 874.526 ft
1038 11/1/15 1:40 UMORE OB Well 874.496 ft
1039 11/1/15 1:45 UMORE OB Well 874.496 ft
1040 11/1/15 1:45 UMORE OB Well 874.526 ft
1041 11/1/15 1:50 UMORE OB Well 874.526 ft
1042 11/1/15 1:50 UMORE OB Well 874.481 ft
1043 11/1/15 1:55 UMORE OB Well 874.526 ft
1044 11/1/15 1:55 UMORE OB Well 874.496 ft
1045 11/1/15 2:00 UMORE OB Well 874.481 ft
1046 11/1/15 2:05 UMORE OB Well 874.481 ft
1047 11/1/15 2:15 UMORE OB Well 874.465 ft
1048 11/1/15 2:20 UMORE OB Well 874.45 ft
1049 11/1/15 2:25 UMORE OB Well 874.465 ft
1050 11/1/15 2:30 UMORE OB Well 874.45 ft
1051 11/1/15 2:35 UMORE OB Well 874.435 ft
1052 11/1/15 2:40 UMORE OB Well 874.435 ft
1053 11/1/15 2:45 UMORE OB Well 874.435 ft
1054 11/1/15 2:50 UMORE OB Well 874.42 ft
1055 11/1/15 2:55 UMORE OB Well 874.42 ft
AET Project No. 03-05081 Page E127 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1056 11/1/15 3:00 UMORE OB Well 874.42 ft
1057 11/1/15 3:05 UMORE OB Well 874.404 ft
1058 11/1/15 3:15 UMORE OB Well 874.404 ft
1059 11/1/15 3:20 UMORE OB Well 874.404 ft
1060 11/1/15 3:25 UMORE OB Well 874.389 ft
1061 11/1/15 3:30 UMORE OB Well 874.389 ft
1062 11/1/15 3:35 UMORE OB Well 874.374 ft
1063 11/1/15 3:40 UMORE OB Well 874.389 ft
1064 11/1/15 3:45 UMORE OB Well 874.374 ft
1065 11/1/15 3:50 UMORE OB Well 874.389 ft
1066 11/1/15 3:55 UMORE OB Well 874.374 ft
1067 11/1/15 4:00 UMORE OB Well 874.374 ft
1068 11/1/15 4:05 UMORE OB Well 874.374 ft
1069 11/1/15 4:15 UMORE OB Well 874.359 ft
1070 11/1/15 4:20 UMORE OB Well 874.343 ft
1071 11/1/15 4:25 UMORE OB Well 874.343 ft
1072 11/1/15 4:30 UMORE OB Well 874.343 ft
1073 11/1/15 4:35 UMORE OB Well 874.343 ft
1074 11/1/15 4:40 UMORE OB Well 874.328 ft
1075 11/1/15 4:45 UMORE OB Well 874.328 ft
1076 11/1/15 4:50 UMORE OB Well 874.313 ft
1077 11/1/15 4:55 UMORE OB Well 874.313 ft
1078 11/1/15 5:00 UMORE OB Well 874.297 ft
1079 11/1/15 5:05 UMORE OB Well 874.313 ft
1080 11/1/15 5:15 UMORE OB Well 874.313 ft
1081 11/1/15 5:20 UMORE OB Well 874.297 ft
1082 11/1/15 5:25 UMORE OB Well 874.297 ft
1083 11/1/15 5:30 UMORE OB Well 874.297 ft
1084 11/1/15 5:35 UMORE OB Well 874.282 ft
1085 11/1/15 5:40 UMORE OB Well 874.313 ft
1086 11/1/15 5:45 UMORE OB Well 874.282 ft
1087 11/1/15 5:50 UMORE OB Well 874.297 ft
1088 11/1/15 5:55 UMORE OB Well 874.297 ft
1089 11/1/15 6:00 UMORE OB Well 874.313 ft
1090 11/1/15 6:05 UMORE OB Well 874.313 ft
1091 11/1/15 6:15 UMORE OB Well 874.297 ft
1092 11/1/15 6:20 UMORE OB Well 874.313 ft
1093 11/1/15 6:25 UMORE OB Well 874.313 ft
1094 11/1/15 6:30 UMORE OB Well 874.313 ft
1095 11/1/15 6:35 UMORE OB Well 874.313 ft
1096 11/1/15 6:40 UMORE OB Well 874.328 ft
1097 11/1/15 6:45 UMORE OB Well 874.328 ft
1098 11/1/15 6:50 UMORE OB Well 874.313 ft
1099 11/1/15 6:55 UMORE OB Well 874.328 ft
1100 11/1/15 7:00 UMORE OB Well 874.328 ft
AET Project No. 03-05081 Page E128 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1101 11/1/15 7:05 UMORE OB Well 874.328 ft
1102 11/1/15 7:15 UMORE OB Well 874.313 ft
1103 11/1/15 7:20 UMORE OB Well 874.313 ft
1104 11/1/15 7:25 UMORE OB Well 874.328 ft
1105 11/1/15 7:30 UMORE OB Well 874.313 ft
1106 11/1/15 7:35 UMORE OB Well 874.328 ft
1107 11/1/15 7:40 UMORE OB Well 874.343 ft
1108 11/1/15 7:45 UMORE OB Well 874.328 ft
1109 11/1/15 7:50 UMORE OB Well 874.343 ft
1110 11/1/15 7:55 UMORE OB Well 874.328 ft
1111 11/1/15 8:00 UMORE OB Well 874.343 ft
1112 11/1/15 8:05 UMORE OB Well 874.328 ft
1113 11/1/15 8:15 UMORE OB Well 874.359 ft
1114 11/1/15 8:20 UMORE OB Well 874.343 ft
1115 11/1/15 8:25 UMORE OB Well 874.343 ft
1116 11/1/15 8:30 UMORE OB Well 874.343 ft
1117 11/1/15 8:35 UMORE OB Well 874.343 ft
1118 11/1/15 8:40 UMORE OB Well 874.359 ft
1119 11/1/15 8:45 UMORE OB Well 874.359 ft
1120 11/1/15 8:50 UMORE OB Well 874.374 ft
1121 11/1/15 8:55 UMORE OB Well 874.359 ft
1122 11/1/15 9:00 UMORE OB Well 874.359 ft
1123 11/1/15 9:05 UMORE OB Well 874.359 ft
1124 11/1/15 9:15 UMORE OB Well 874.359 ft
1125 11/1/15 9:20 UMORE OB Well 874.374 ft
1126 11/1/15 9:25 UMORE OB Well 874.374 ft
1127 11/1/15 9:30 UMORE OB Well 874.374 ft
1128 11/1/15 9:35 UMORE OB Well 874.389 ft
1129 11/1/15 9:40 UMORE OB Well 874.359 ft
1130 11/1/15 9:45 UMORE OB Well 874.374 ft
1131 11/1/15 9:50 UMORE OB Well 874.374 ft
1132 11/1/15 9:55 UMORE OB Well 874.374 ft
1133 11/1/15 10:00 UMORE OB Well 874.374 ft
1134 11/1/15 10:05 UMORE OB Well 874.389 ft
1135 11/1/15 10:15 UMORE OB Well 874.374 ft
1136 11/1/15 10:20 UMORE OB Well 874.389 ft
1137 11/1/15 10:25 UMORE OB Well 874.389 ft
1138 11/1/15 10:30 UMORE OB Well 874.404 ft
1139 11/1/15 10:35 UMORE OB Well 874.389 ft
1140 11/1/15 10:40 UMORE OB Well 874.389 ft
1141 11/1/15 10:45 UMORE OB Well 874.374 ft
1142 11/1/15 10:55 UMORE OB Well 874.404 ft
1143 11/1/15 11:00 UMORE OB Well 874.389 ft
1144 11/1/15 11:05 UMORE OB Well 874.404 ft
1145 11/1/15 11:15 UMORE OB Well 874.404 ft
AET Project No. 03-05081 Page E129 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1146 11/1/15 11:20 UMORE OB Well 874.404 ft
1147 11/1/15 11:25 UMORE OB Well 874.404 ft
1148 11/1/15 11:30 UMORE OB Well 874.404 ft
1149 11/1/15 11:35 UMORE OB Well 874.404 ft
1150 11/1/15 11:40 UMORE OB Well 874.435 ft
1151 11/1/15 11:45 UMORE OB Well 874.42 ft
1152 11/1/15 11:50 UMORE OB Well 874.42 ft
1153 11/1/15 11:55 UMORE OB Well 874.42 ft
1154 11/1/15 12:00 UMORE OB Well 874.42 ft
1155 11/1/15 12:05 UMORE OB Well 874.435 ft
1156 11/1/15 12:15 UMORE OB Well 874.435 ft
1157 11/1/15 12:20 UMORE OB Well 874.435 ft
1158 11/1/15 12:25 UMORE OB Well 874.435 ft
1159 11/1/15 12:30 UMORE OB Well 874.435 ft
1160 11/1/15 12:35 UMORE OB Well 874.45 ft
1161 11/1/15 12:40 UMORE OB Well 874.435 ft
1162 11/1/15 12:45 UMORE OB Well 874.45 ft
1163 11/1/15 12:50 UMORE OB Well 874.435 ft
1164 11/1/15 12:55 UMORE OB Well 874.45 ft
1165 11/1/15 13:00 UMORE OB Well 874.435 ft
1166 11/1/15 13:05 UMORE OB Well 874.45 ft
1167 11/1/15 13:15 UMORE OB Well 874.435 ft
1168 11/1/15 13:20 UMORE OB Well 874.45 ft
1169 11/1/15 13:25 UMORE OB Well 874.45 ft
1170 11/1/15 13:30 UMORE OB Well 874.45 ft
1171 11/1/15 13:35 UMORE OB Well 874.435 ft
1172 11/1/15 13:40 UMORE OB Well 874.465 ft
1173 11/1/15 13:45 UMORE OB Well 874.45 ft
1174 11/1/15 13:50 UMORE OB Well 874.45 ft
1175 11/1/15 13:55 UMORE OB Well 874.435 ft
1176 11/1/15 14:00 UMORE OB Well 874.45 ft
1177 11/1/15 14:05 UMORE OB Well 874.45 ft
1178 11/1/15 14:15 UMORE OB Well 874.45 ft
1179 11/1/15 14:20 UMORE OB Well 874.45 ft
1180 11/1/15 14:25 UMORE OB Well 874.435 ft
1181 11/1/15 14:30 UMORE OB Well 874.45 ft
1182 11/1/15 14:35 UMORE OB Well 874.435 ft
1183 11/1/15 14:40 UMORE OB Well 874.435 ft
1184 11/1/15 14:45 UMORE OB Well 874.42 ft
1185 11/1/15 14:50 UMORE OB Well 874.404 ft
1186 11/1/15 14:55 UMORE OB Well 874.42 ft
1187 11/1/15 15:00 UMORE OB Well 874.404 ft
1188 11/1/15 15:05 UMORE OB Well 874.42 ft
1189 11/1/15 15:15 UMORE OB Well 874.42 ft
1190 11/1/15 15:20 UMORE OB Well 874.404 ft
AET Project No. 03-05081 Page E130 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1191 11/1/15 15:25 UMORE OB Well 874.404 ft
1192 11/1/15 15:30 UMORE OB Well 874.404 ft
1193 11/1/15 15:35 UMORE OB Well 874.404 ft
1194 11/1/15 15:40 UMORE OB Well 874.404 ft
1195 11/1/15 15:45 UMORE OB Well 874.404 ft
1196 11/1/15 15:50 UMORE OB Well 874.42 ft
1197 11/1/15 15:55 UMORE OB Well 874.404 ft
1198 11/1/15 16:00 UMORE OB Well 874.42 ft
1199 11/1/15 16:05 UMORE OB Well 874.404 ft
1200 11/1/15 16:15 UMORE OB Well 874.389 ft
1201 11/1/15 16:20 UMORE OB Well 874.389 ft
1202 11/1/15 16:25 UMORE OB Well 874.389 ft
1203 11/1/15 16:30 UMORE OB Well 874.374 ft
1204 11/1/15 16:35 UMORE OB Well 874.389 ft
1205 11/1/15 16:40 UMORE OB Well 874.389 ft
1206 11/1/15 16:45 UMORE OB Well 874.374 ft
1207 11/1/15 16:50 UMORE OB Well 874.389 ft
1208 11/1/15 16:55 UMORE OB Well 874.374 ft
1209 11/1/15 17:00 UMORE OB Well 874.374 ft
1210 11/1/15 17:05 UMORE OB Well 874.374 ft
1211 11/1/15 17:15 UMORE OB Well 874.389 ft
1212 11/1/15 17:20 UMORE OB Well 874.374 ft
1213 11/1/15 17:25 UMORE OB Well 874.374 ft
1214 11/1/15 17:30 UMORE OB Well 874.374 ft
1215 11/1/15 17:35 UMORE OB Well 874.389 ft
1216 11/1/15 17:40 UMORE OB Well 874.374 ft
1217 11/1/15 17:45 UMORE OB Well 874.389 ft
1218 11/1/15 17:50 UMORE OB Well 874.374 ft
1219 11/1/15 17:55 UMORE OB Well 874.359 ft
1220 11/1/15 18:00 UMORE OB Well 874.297 ft
1221 11/1/15 18:05 UMORE OB Well 874.359 ft
1222 11/1/15 18:15 UMORE OB Well 874.374 ft
1223 11/1/15 18:20 UMORE OB Well 874.374 ft
1224 11/1/15 18:25 UMORE OB Well 874.374 ft
1225 11/1/15 18:30 UMORE OB Well 874.389 ft
1226 11/1/15 18:35 UMORE OB Well 874.374 ft
1227 11/1/15 18:40 UMORE OB Well 874.389 ft
1228 11/1/15 18:45 UMORE OB Well 874.389 ft
1229 11/1/15 18:50 UMORE OB Well 874.389 ft
1230 11/1/15 18:55 UMORE OB Well 874.389 ft
1231 11/1/15 19:00 UMORE OB Well 874.389 ft
1232 11/1/15 19:05 UMORE OB Well 874.389 ft
1233 11/1/15 19:15 UMORE OB Well 874.404 ft
1234 11/1/15 19:20 UMORE OB Well 874.389 ft
1235 11/1/15 19:25 UMORE OB Well 874.404 ft
AET Project No. 03-05081 Page E131 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1236 11/1/15 19:26 UMORE OB Well 874.404 ft
1237 11/1/15 19:30 UMORE OB Well 874.42 ft
1238 11/1/15 19:35 UMORE OB Well 874.404 ft
1239 11/1/15 19:40 UMORE OB Well 874.404 ft
1240 11/1/15 19:45 UMORE OB Well 874.42 ft
1241 11/1/15 19:50 UMORE OB Well 874.42 ft
1242 11/1/15 19:55 UMORE OB Well 874.404 ft
1243 11/1/15 20:00 UMORE OB Well 874.404 ft
1244 11/1/15 20:05 UMORE OB Well 874.42 ft
1245 11/1/15 20:15 UMORE OB Well 874.435 ft
1246 11/1/15 20:20 UMORE OB Well 874.435 ft
1247 11/1/15 20:25 UMORE OB Well 874.435 ft
1248 11/1/15 20:30 UMORE OB Well 874.435 ft
1249 11/1/15 20:35 UMORE OB Well 874.42 ft
1250 11/1/15 20:40 UMORE OB Well 874.435 ft
1251 11/1/15 20:45 UMORE OB Well 874.42 ft
1252 11/1/15 20:50 UMORE OB Well 874.435 ft
1253 11/1/15 20:55 UMORE OB Well 874.435 ft
1254 11/1/15 21:00 UMORE OB Well 874.435 ft
1255 11/1/15 21:05 UMORE OB Well 874.45 ft
1256 11/1/15 21:15 UMORE OB Well 874.435 ft
1257 11/1/15 21:20 UMORE OB Well 874.45 ft
1258 11/1/15 21:25 UMORE OB Well 874.45 ft
1259 11/1/15 21:30 UMORE OB Well 874.435 ft
1260 11/1/15 21:35 UMORE OB Well 874.45 ft
1261 11/1/15 21:40 UMORE OB Well 874.45 ft
1262 11/1/15 21:45 UMORE OB Well 874.465 ft
1263 11/1/15 21:50 UMORE OB Well 874.465 ft
1264 11/1/15 21:55 UMORE OB Well 874.45 ft
1265 11/1/15 22:00 UMORE OB Well 874.45 ft
1266 11/1/15 22:05 UMORE OB Well 874.45 ft
1267 11/1/15 22:15 UMORE OB Well 874.45 ft
1268 11/1/15 22:20 UMORE OB Well 874.465 ft
1269 11/1/15 22:25 UMORE OB Well 874.465 ft
1270 11/1/15 22:30 UMORE OB Well 874.465 ft
1271 11/1/15 22:35 UMORE OB Well 874.465 ft
1272 11/1/15 22:40 UMORE OB Well 874.465 ft
1273 11/1/15 22:45 UMORE OB Well 874.481 ft
1274 11/1/15 22:50 UMORE OB Well 874.465 ft
1275 11/1/15 22:55 UMORE OB Well 874.465 ft
1276 11/1/15 23:00 UMORE OB Well 874.465 ft
1277 11/1/15 23:05 UMORE OB Well 874.481 ft
1278 11/1/15 23:15 UMORE OB Well 874.481 ft
1279 11/1/15 23:20 UMORE OB Well 874.465 ft
1280 11/1/15 23:25 UMORE OB Well 874.465 ft
AET Project No. 03-05081 Page E132 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1281 11/1/15 23:30 UMORE OB Well 874.481 ft
1282 11/1/15 23:35 UMORE OB Well 874.481 ft
1283 11/1/15 23:40 UMORE OB Well 874.481 ft
1284 11/1/15 23:45 UMORE OB Well 874.465 ft
1285 11/1/15 23:50 UMORE OB Well 874.481 ft
1286 11/1/15 23:55 UMORE OB Well 874.481 ft
1287 11/2/15 0:00 UMORE OB Well 874.465 ft
1288 11/2/15 0:05 UMORE OB Well 874.481 ft
1289 11/2/15 0:15 UMORE OB Well 874.481 ft
1290 11/2/15 0:20 UMORE OB Well 874.496 ft
1291 11/2/15 0:25 UMORE OB Well 874.481 ft
1292 11/2/15 0:30 UMORE OB Well 874.496 ft
1293 11/2/15 0:35 UMORE OB Well 874.481 ft
1294 11/2/15 0:40 UMORE OB Well 874.481 ft
1295 11/2/15 0:45 UMORE OB Well 874.481 ft
1296 11/2/15 0:50 UMORE OB Well 874.481 ft
1297 11/2/15 0:55 UMORE OB Well 874.481 ft
1298 11/2/15 1:00 UMORE OB Well 874.465 ft
1299 11/2/15 1:05 UMORE OB Well 874.481 ft
1300 11/2/15 1:15 UMORE OB Well 874.465 ft
1301 11/2/15 1:20 UMORE OB Well 874.465 ft
1302 11/2/15 1:25 UMORE OB Well 874.481 ft
1303 11/2/15 1:30 UMORE OB Well 874.465 ft
1304 11/2/15 1:35 UMORE OB Well 874.481 ft
1305 11/2/15 1:40 UMORE OB Well 874.465 ft
1306 11/2/15 1:45 UMORE OB Well 874.481 ft
1307 11/2/15 1:50 UMORE OB Well 874.481 ft
1308 11/2/15 1:55 UMORE OB Well 874.465 ft
1309 11/2/15 2:00 UMORE OB Well 874.465 ft
1310 11/2/15 2:05 UMORE OB Well 874.481 ft
1311 11/2/15 2:15 UMORE OB Well 874.465 ft
1312 11/2/15 2:20 UMORE OB Well 874.465 ft
1313 11/2/15 2:25 UMORE OB Well 874.435 ft
1314 11/2/15 2:30 UMORE OB Well 874.435 ft
1315 11/2/15 2:35 UMORE OB Well 874.435 ft
1316 11/2/15 2:40 UMORE OB Well 874.45 ft
1317 11/2/15 2:45 UMORE OB Well 874.45 ft
1318 11/2/15 2:50 UMORE OB Well 874.42 ft
1319 11/2/15 2:55 UMORE OB Well 874.42 ft
1320 11/2/15 3:00 UMORE OB Well 874.42 ft
1321 11/2/15 3:05 UMORE OB Well 874.42 ft
1322 11/2/15 3:15 UMORE OB Well 874.42 ft
1323 11/2/15 3:20 UMORE OB Well 874.404 ft
1324 11/2/15 3:25 UMORE OB Well 874.42 ft
1325 11/2/15 3:30 UMORE OB Well 874.404 ft
AET Project No. 03-05081 Page E133 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1326 11/2/15 3:35 UMORE OB Well 874.42 ft
1327 11/2/15 3:40 UMORE OB Well 874.42 ft
1328 11/2/15 3:45 UMORE OB Well 874.42 ft
1329 11/2/15 3:50 UMORE OB Well 874.404 ft
1330 11/2/15 3:55 UMORE OB Well 874.404 ft
1331 11/2/15 4:00 UMORE OB Well 874.404 ft
1332 11/2/15 4:05 UMORE OB Well 874.389 ft
1333 11/2/15 4:15 UMORE OB Well 874.389 ft
1334 11/2/15 4:20 UMORE OB Well 874.389 ft
1335 11/2/15 4:25 UMORE OB Well 874.389 ft
1336 11/2/15 4:30 UMORE OB Well 874.389 ft
1337 11/2/15 4:35 UMORE OB Well 874.404 ft
1338 11/2/15 4:40 UMORE OB Well 874.374 ft
1339 11/2/15 4:45 UMORE OB Well 874.374 ft
1340 11/2/15 4:50 UMORE OB Well 874.374 ft
1341 11/2/15 4:55 UMORE OB Well 874.374 ft
1342 11/2/15 5:00 UMORE OB Well 874.374 ft
1343 11/2/15 5:05 UMORE OB Well 874.359 ft
1344 11/2/15 5:15 UMORE OB Well 874.343 ft
1345 11/2/15 5:20 UMORE OB Well 874.374 ft
1346 11/2/15 5:25 UMORE OB Well 874.343 ft
1347 11/2/15 5:30 UMORE OB Well 874.359 ft
1348 11/2/15 5:35 UMORE OB Well 874.343 ft
1349 11/2/15 5:40 UMORE OB Well 874.343 ft
1350 11/2/15 5:45 UMORE OB Well 874.328 ft
1351 11/2/15 5:50 UMORE OB Well 874.343 ft
1352 11/2/15 5:55 UMORE OB Well 874.359 ft
1353 11/2/15 6:00 UMORE OB Well 874.343 ft
1354 11/2/15 6:05 UMORE OB Well 874.359 ft
1355 11/2/15 6:15 UMORE OB Well 874.328 ft
1356 11/2/15 6:20 UMORE OB Well 874.328 ft
1357 11/2/15 6:25 UMORE OB Well 874.343 ft
1358 11/2/15 6:30 UMORE OB Well 874.343 ft
1359 11/2/15 6:35 UMORE OB Well 874.343 ft
1360 11/2/15 6:40 UMORE OB Well 874.328 ft
1361 11/2/15 6:45 UMORE OB Well 874.328 ft
1362 11/2/15 6:50 UMORE OB Well 874.359 ft
1363 11/2/15 6:55 UMORE OB Well 874.359 ft
1364 11/2/15 7:00 UMORE OB Well 874.343 ft
1365 11/2/15 7:05 UMORE OB Well 874.359 ft
1366 11/2/15 7:15 UMORE OB Well 874.359 ft
1367 11/2/15 7:20 UMORE OB Well 874.374 ft
1368 11/2/15 7:25 UMORE OB Well 874.359 ft
1369 11/2/15 7:30 UMORE OB Well 874.374 ft
1370 11/2/15 7:35 UMORE OB Well 874.374 ft
AET Project No. 03-05081 Page E134 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1371 11/2/15 7:40 UMORE OB Well 874.389 ft
1372 11/2/15 7:45 UMORE OB Well 874.389 ft
1373 11/2/15 7:50 UMORE OB Well 874.404 ft
1374 11/2/15 7:55 UMORE OB Well 874.389 ft
1375 11/2/15 8:00 UMORE OB Well 874.389 ft
1376 11/2/15 8:05 UMORE OB Well 874.404 ft
1377 11/2/15 8:15 UMORE OB Well 874.435 ft
1378 11/2/15 8:20 UMORE OB Well 874.435 ft
1379 11/2/15 8:25 UMORE OB Well 874.435 ft
1380 11/2/15 8:30 UMORE OB Well 874.42 ft
1381 11/2/15 8:35 UMORE OB Well 874.435 ft
1382 11/2/15 8:40 UMORE OB Well 874.435 ft
1383 11/2/15 8:45 UMORE OB Well 874.42 ft
1384 11/2/15 8:50 UMORE OB Well 874.45 ft
1385 11/2/15 8:55 UMORE OB Well 874.435 ft
1386 11/2/15 9:00 UMORE OB Well 874.45 ft
1387 11/2/15 9:05 UMORE OB Well 874.45 ft
1388 11/2/15 9:15 UMORE OB Well 874.465 ft
1389 11/2/15 9:20 UMORE OB Well 874.45 ft
1390 11/2/15 9:25 UMORE OB Well 874.465 ft
1391 11/2/15 9:30 UMORE OB Well 874.481 ft
1392 11/2/15 9:35 UMORE OB Well 874.481 ft
1393 11/2/15 9:40 UMORE OB Well 874.481 ft
1394 11/2/15 9:45 UMORE OB Well 874.465 ft
1395 11/2/15 9:55 UMORE OB Well 874.465 ft
1396 11/2/15 10:00 UMORE OB Well 874.45 ft
1397 11/2/15 10:05 UMORE OB Well 874.45 ft
1398 11/2/15 10:15 UMORE OB Well 874.465 ft
1399 11/2/15 10:20 UMORE OB Well 874.465 ft
1400 11/2/15 10:25 UMORE OB Well 874.465 ft
1401 11/2/15 10:30 UMORE OB Well 874.465 ft
1402 11/2/15 10:35 UMORE OB Well 874.481 ft
1403 11/2/15 10:40 UMORE OB Well 874.481 ft
1404 11/2/15 10:45 UMORE OB Well 874.481 ft
1405 11/2/15 10:45 UMORE OB Well 874.465 ft
1406 11/2/15 10:50 UMORE OB Well 874.465 ft
1407 11/2/15 10:55 UMORE OB Well 874.481 ft
1408 11/2/15 11:00 UMORE OB Well 874.465 ft
1409 11/2/15 11:05 UMORE OB Well 874.45 ft
1410 11/2/15 11:15 UMORE OB Well 874.465 ft
1411 11/2/15 11:20 UMORE OB Well 874.465 ft
1412 11/2/15 11:25 UMORE OB Well 874.465 ft
1413 11/2/15 11:30 UMORE OB Well 874.481 ft
1414 11/2/15 11:35 UMORE OB Well 874.465 ft
1415 11/2/15 11:40 UMORE OB Well 874.481 ft
AET Project No. 03-05081 Page E135 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1416 11/2/15 11:45 UMORE OB Well 874.481 ft
1417 11/2/15 11:50 UMORE OB Well 874.496 ft
1418 11/2/15 11:55 UMORE OB Well 874.496 ft
1419 11/2/15 12:00 UMORE OB Well 874.481 ft
1420 11/2/15 12:05 UMORE OB Well 874.465 ft
1421 11/2/15 12:15 UMORE OB Well 874.481 ft
1422 11/2/15 12:20 UMORE OB Well 874.481 ft
1423 11/2/15 12:25 UMORE OB Well 874.465 ft
1424 11/2/15 12:30 UMORE OB Well 874.465 ft
1425 11/2/15 12:35 UMORE OB Well 874.465 ft
1426 11/2/15 12:40 UMORE OB Well 874.481 ft
1427 11/2/15 12:45 UMORE OB Well 874.481 ft
1428 11/2/15 12:50 UMORE OB Well 874.45 ft
1429 11/2/15 12:55 UMORE OB Well 874.481 ft
1430 11/2/15 13:00 UMORE OB Well 874.45 ft
1431 11/2/15 13:05 UMORE OB Well 874.45 ft
1432 11/2/15 13:15 UMORE OB Well 874.465 ft
1433 11/2/15 13:20 UMORE OB Well 874.465 ft
1434 11/2/15 13:25 UMORE OB Well 874.45 ft
1435 11/2/15 13:30 UMORE OB Well 874.435 ft
1436 11/2/15 13:35 UMORE OB Well 874.45 ft
1437 11/2/15 13:40 UMORE OB Well 874.45 ft
1438 11/2/15 13:45 UMORE OB Well 874.435 ft
1439 11/2/15 13:50 UMORE OB Well 874.465 ft
1440 11/2/15 13:55 UMORE OB Well 874.45 ft
1441 11/2/15 14:00 UMORE OB Well 874.45 ft
1442 11/2/15 14:05 UMORE OB Well 874.42 ft
1443 11/2/15 14:15 UMORE OB Well 874.435 ft
1444 11/2/15 14:20 UMORE OB Well 874.435 ft
1445 11/2/15 14:25 UMORE OB Well 874.435 ft
1446 11/2/15 14:30 UMORE OB Well 874.42 ft
1447 11/2/15 14:35 UMORE OB Well 874.42 ft
1448 11/2/15 14:40 UMORE OB Well 874.42 ft
1449 11/2/15 14:45 UMORE OB Well 874.42 ft
1450 11/2/15 14:50 UMORE OB Well 874.404 ft
1451 11/2/15 14:55 UMORE OB Well 874.42 ft
1452 11/2/15 15:00 UMORE OB Well 874.404 ft
1453 11/2/15 15:05 UMORE OB Well 874.404 ft
1454 11/2/15 15:15 UMORE OB Well 874.404 ft
1455 11/2/15 15:20 UMORE OB Well 874.404 ft
1456 11/2/15 15:25 UMORE OB Well 874.404 ft
1457 11/2/15 15:30 UMORE OB Well 874.389 ft
1458 11/2/15 15:35 UMORE OB Well 874.389 ft
1459 11/2/15 15:40 UMORE OB Well 874.374 ft
1460 11/2/15 15:45 UMORE OB Well 874.374 ft
AET Project No. 03-05081 Page E136 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1461 11/2/15 15:50 UMORE OB Well 874.389 ft
1462 11/2/15 16:05 UMORE OB Well 874.374 ft
1463 11/2/15 16:15 UMORE OB Well 874.374 ft
1464 11/2/15 16:20 UMORE OB Well 874.374 ft
1465 11/2/15 16:25 UMORE OB Well 874.374 ft
1466 11/2/15 16:30 UMORE OB Well 874.343 ft
1467 11/2/15 16:35 UMORE OB Well 874.359 ft
1468 11/2/15 16:40 UMORE OB Well 874.343 ft
1469 11/2/15 16:45 UMORE OB Well 874.343 ft
1470 11/2/15 16:50 UMORE OB Well 874.328 ft
1471 11/2/15 16:55 UMORE OB Well 874.343 ft
1472 11/2/15 17:00 UMORE OB Well 874.328 ft
1473 11/2/15 17:05 UMORE OB Well 874.328 ft
1474 11/2/15 17:15 UMORE OB Well 874.313 ft
1475 11/2/15 17:20 UMORE OB Well 874.328 ft
1476 11/2/15 17:25 UMORE OB Well 874.297 ft
1477 11/2/15 17:30 UMORE OB Well 874.297 ft
1478 11/2/15 17:35 UMORE OB Well 874.297 ft
1479 11/2/15 17:40 UMORE OB Well 874.297 ft
1480 11/2/15 17:45 UMORE OB Well 874.297 ft
1481 11/2/15 17:50 UMORE OB Well 874.313 ft
1482 11/2/15 17:55 UMORE OB Well 874.297 ft
1483 11/2/15 18:00 UMORE OB Well 874.389 ft
1484 11/2/15 18:05 UMORE OB Well 874.297 ft
1485 11/2/15 18:15 UMORE OB Well 874.297 ft
1486 11/2/15 18:20 UMORE OB Well 874.297 ft
1487 11/2/15 18:25 UMORE OB Well 874.313 ft
1488 11/2/15 18:30 UMORE OB Well 874.313 ft
1489 11/2/15 18:35 UMORE OB Well 874.297 ft
1490 11/2/15 18:40 UMORE OB Well 874.297 ft
1491 11/2/15 18:45 UMORE OB Well 874.313 ft
1492 11/3/15 22:30 UMORE OB Well 874.465 ft
1493 11/3/15 22:35 UMORE OB Well 874.465 ft
1494 11/3/15 22:40 UMORE OB Well 874.465 ft
1495 11/3/15 22:45 UMORE OB Well 874.465 ft
1496 11/3/15 22:50 UMORE OB Well 874.465 ft
1497 11/3/15 22:55 UMORE OB Well 874.465 ft
1498 11/3/15 23:00 UMORE OB Well 874.465 ft
1499 11/3/15 23:05 UMORE OB Well 874.465 ft
1500 11/3/15 23:15 UMORE OB Well 874.465 ft
1501 11/3/15 23:20 UMORE OB Well 874.481 ft
1502 11/2/15 18:50 UMORE OB Well 874.297 ft
1503 11/2/15 18:55 UMORE OB Well 874.313 ft
1504 11/2/15 19:00 UMORE OB Well 874.313 ft
1505 11/2/15 19:05 UMORE OB Well 874.313 ft
AET Project No. 03-05081 Page E137 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1506 11/2/15 19:15 UMORE OB Well 874.313 ft
1507 11/2/15 19:20 UMORE OB Well 874.328 ft
1508 11/2/15 19:25 UMORE OB Well 874.328 ft
1509 11/2/15 19:30 UMORE OB Well 874.313 ft
1510 11/2/15 19:35 UMORE OB Well 874.328 ft
1511 11/2/15 19:40 UMORE OB Well 874.343 ft
1512 11/2/15 19:45 UMORE OB Well 874.328 ft
1513 11/2/15 19:50 UMORE OB Well 874.343 ft
1514 11/2/15 19:55 UMORE OB Well 874.328 ft
1515 11/2/15 20:00 UMORE OB Well 874.343 ft
1516 11/2/15 20:05 UMORE OB Well 874.328 ft
1517 11/2/15 20:15 UMORE OB Well 874.343 ft
1518 11/2/15 20:20 UMORE OB Well 874.359 ft
1519 11/2/15 20:25 UMORE OB Well 874.343 ft
1520 11/2/15 20:30 UMORE OB Well 874.343 ft
1521 11/2/15 20:35 UMORE OB Well 874.359 ft
1522 11/2/15 20:40 UMORE OB Well 874.374 ft
1523 11/2/15 20:45 UMORE OB Well 874.359 ft
1524 11/2/15 20:50 UMORE OB Well 874.374 ft
1525 11/2/15 20:55 UMORE OB Well 874.374 ft
1526 11/2/15 21:00 UMORE OB Well 874.359 ft
1527 11/2/15 21:05 UMORE OB Well 874.359 ft
1528 11/2/15 21:15 UMORE OB Well 874.359 ft
1529 11/2/15 21:20 UMORE OB Well 874.359 ft
1530 11/2/15 21:25 UMORE OB Well 874.359 ft
1531 11/2/15 21:30 UMORE OB Well 874.374 ft
1532 11/2/15 21:35 UMORE OB Well 874.374 ft
1533 11/2/15 21:40 UMORE OB Well 874.359 ft
1534 11/2/15 21:45 UMORE OB Well 874.374 ft
1535 11/2/15 21:50 UMORE OB Well 874.389 ft
1536 11/2/15 21:55 UMORE OB Well 874.389 ft
1537 11/2/15 22:00 UMORE OB Well 874.389 ft
1538 11/2/15 22:05 UMORE OB Well 874.389 ft
1539 11/2/15 22:15 UMORE OB Well 874.374 ft
1540 11/2/15 22:20 UMORE OB Well 874.404 ft
1541 11/2/15 22:25 UMORE OB Well 874.404 ft
1542 11/2/15 22:30 UMORE OB Well 874.404 ft
1543 11/2/15 22:35 UMORE OB Well 874.389 ft
1544 11/2/15 22:40 UMORE OB Well 874.389 ft
1545 11/2/15 22:45 UMORE OB Well 874.389 ft
1546 11/2/15 22:45 UMORE OB Well 874.404 ft
1547 11/2/15 22:50 UMORE OB Well 874.389 ft
1548 11/2/15 22:55 UMORE OB Well 874.389 ft
1549 11/2/15 23:00 UMORE OB Well 874.389 ft
1550 11/2/15 23:05 UMORE OB Well 874.404 ft
AET Project No. 03-05081 Page E138 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1551 11/2/15 23:15 UMORE OB Well 874.389 ft
1552 11/2/15 23:20 UMORE OB Well 874.389 ft
1553 11/2/15 23:25 UMORE OB Well 874.404 ft
1554 11/2/15 23:30 UMORE OB Well 874.389 ft
1555 11/2/15 23:30 UMORE OB Well 874.404 ft
1556 11/2/15 23:35 UMORE OB Well 874.404 ft
1557 11/2/15 23:40 UMORE OB Well 874.389 ft
1558 11/2/15 23:45 UMORE OB Well 874.389 ft
1559 11/2/15 23:50 UMORE OB Well 874.389 ft
1560 11/2/15 23:55 UMORE OB Well 874.389 ft
1561 11/3/15 0:00 UMORE OB Well 874.389 ft
1562 11/3/15 0:05 UMORE OB Well 874.389 ft
1563 11/3/15 0:15 UMORE OB Well 874.389 ft
1564 11/3/15 0:20 UMORE OB Well 874.404 ft
1565 11/3/15 0:25 UMORE OB Well 874.389 ft
1566 11/3/15 0:30 UMORE OB Well 874.374 ft
1567 11/3/15 0:35 UMORE OB Well 874.389 ft
1568 11/3/15 0:40 UMORE OB Well 874.389 ft
1569 11/3/15 0:45 UMORE OB Well 874.404 ft
1570 11/3/15 0:50 UMORE OB Well 874.389 ft
1571 11/3/15 0:55 UMORE OB Well 874.404 ft
1572 11/3/15 1:00 UMORE OB Well 874.389 ft
1573 11/3/15 1:05 UMORE OB Well 874.374 ft
1574 11/3/15 1:15 UMORE OB Well 874.404 ft
1575 11/3/15 1:20 UMORE OB Well 874.389 ft
1576 11/3/15 1:25 UMORE OB Well 874.374 ft
1577 11/3/15 1:30 UMORE OB Well 874.374 ft
1578 11/3/15 1:35 UMORE OB Well 874.374 ft
1579 11/3/15 1:40 UMORE OB Well 874.389 ft
1580 11/3/15 1:45 UMORE OB Well 874.374 ft
1581 11/3/15 1:50 UMORE OB Well 874.359 ft
1582 11/3/15 1:55 UMORE OB Well 874.374 ft
1583 11/3/15 2:00 UMORE OB Well 874.359 ft
1584 11/3/15 2:05 UMORE OB Well 874.359 ft
1585 11/3/15 2:15 UMORE OB Well 874.343 ft
1586 11/3/15 2:20 UMORE OB Well 874.359 ft
1587 11/3/15 2:25 UMORE OB Well 874.343 ft
1588 11/3/15 2:30 UMORE OB Well 874.343 ft
1589 11/3/15 2:35 UMORE OB Well 874.328 ft
1590 11/3/15 2:40 UMORE OB Well 874.343 ft
1591 11/3/15 2:45 UMORE OB Well 874.343 ft
1592 11/3/15 2:50 UMORE OB Well 874.343 ft
1593 11/3/15 2:55 UMORE OB Well 874.328 ft
1594 11/3/15 3:00 UMORE OB Well 874.313 ft
1595 11/3/15 3:05 UMORE OB Well 874.328 ft
AET Project No. 03-05081 Page E139 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1596 11/3/15 3:15 UMORE OB Well 874.313 ft
1597 11/3/15 3:20 UMORE OB Well 874.328 ft
1598 11/3/15 3:25 UMORE OB Well 874.328 ft
1599 11/3/15 3:30 UMORE OB Well 874.297 ft
1600 11/3/15 3:35 UMORE OB Well 874.313 ft
1601 11/3/15 3:40 UMORE OB Well 874.297 ft
1602 11/3/15 3:45 UMORE OB Well 874.313 ft
1603 11/3/15 3:50 UMORE OB Well 874.313 ft
1604 11/3/15 3:55 UMORE OB Well 874.313 ft
1605 11/3/15 4:00 UMORE OB Well 874.297 ft
1606 11/3/15 4:05 UMORE OB Well 874.297 ft
1607 11/3/15 4:15 UMORE OB Well 874.313 ft
1608 11/3/15 4:20 UMORE OB Well 874.297 ft
1609 11/3/15 4:25 UMORE OB Well 874.297 ft
1610 11/3/15 4:30 UMORE OB Well 874.282 ft
1611 11/3/15 4:35 UMORE OB Well 874.282 ft
1612 11/3/15 4:40 UMORE OB Well 874.297 ft
1613 11/3/15 4:45 UMORE OB Well 874.282 ft
1614 11/3/15 4:50 UMORE OB Well 874.297 ft
1615 11/3/15 4:55 UMORE OB Well 874.282 ft
1616 11/3/15 5:00 UMORE OB Well 874.282 ft
1617 11/3/15 5:05 UMORE OB Well 874.282 ft
1618 11/3/15 5:15 UMORE OB Well 874.297 ft
1619 11/3/15 5:20 UMORE OB Well 874.282 ft
1620 11/3/15 5:25 UMORE OB Well 874.282 ft
1621 11/3/15 5:30 UMORE OB Well 874.297 ft
1622 11/3/15 5:35 UMORE OB Well 874.297 ft
1623 11/3/15 5:40 UMORE OB Well 874.297 ft
1624 11/3/15 5:45 UMORE OB Well 874.313 ft
1625 11/3/15 5:50 UMORE OB Well 874.328 ft
1626 11/3/15 5:55 UMORE OB Well 874.313 ft
1627 11/3/15 6:00 UMORE OB Well 874.313 ft
1628 11/3/15 6:05 UMORE OB Well 874.313 ft
1629 11/3/15 6:15 UMORE OB Well 874.343 ft
1630 11/3/15 6:20 UMORE OB Well 874.328 ft
1631 11/3/15 6:25 UMORE OB Well 874.343 ft
1632 11/3/15 6:30 UMORE OB Well 874.343 ft
1633 11/3/15 6:35 UMORE OB Well 874.328 ft
1634 11/3/15 6:40 UMORE OB Well 874.343 ft
1635 11/3/15 6:45 UMORE OB Well 874.343 ft
1636 11/3/15 6:50 UMORE OB Well 874.359 ft
1637 11/3/15 6:55 UMORE OB Well 874.343 ft
1638 11/3/15 7:00 UMORE OB Well 874.359 ft
1639 11/3/15 7:05 UMORE OB Well 874.359 ft
1640 11/3/15 7:15 UMORE OB Well 874.359 ft
AET Project No. 03-05081 Page E140 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1641 11/3/15 7:20 UMORE OB Well 874.374 ft
1642 11/3/15 7:25 UMORE OB Well 874.374 ft
1643 11/3/15 7:30 UMORE OB Well 874.374 ft
1644 11/3/15 7:35 UMORE OB Well 874.374 ft
1645 11/3/15 7:40 UMORE OB Well 874.389 ft
1646 11/3/15 7:45 UMORE OB Well 874.374 ft
1647 11/3/15 7:50 UMORE OB Well 874.389 ft
1648 11/3/15 7:55 UMORE OB Well 874.389 ft
1649 11/3/15 8:00 UMORE OB Well 874.389 ft
1650 11/3/15 8:05 UMORE OB Well 874.404 ft
1651 11/3/15 8:15 UMORE OB Well 874.404 ft
1652 11/3/15 8:20 UMORE OB Well 874.389 ft
1653 11/3/15 8:25 UMORE OB Well 874.404 ft
1654 11/3/15 8:30 UMORE OB Well 874.42 ft
1655 11/3/15 8:35 UMORE OB Well 874.42 ft
1656 11/3/15 8:40 UMORE OB Well 874.404 ft
1657 11/3/15 8:45 UMORE OB Well 874.42 ft
1658 11/3/15 8:50 UMORE OB Well 874.42 ft
1659 11/3/15 8:55 UMORE OB Well 874.42 ft
1660 11/3/15 9:00 UMORE OB Well 874.435 ft
1661 11/3/15 9:05 UMORE OB Well 874.42 ft
1662 11/3/15 9:15 UMORE OB Well 874.42 ft
1663 11/3/15 9:20 UMORE OB Well 874.435 ft
1664 11/3/15 9:25 UMORE OB Well 874.435 ft
1665 11/3/15 9:30 UMORE OB Well 874.435 ft
1666 11/3/15 9:35 UMORE OB Well 874.435 ft
1667 11/3/15 9:40 UMORE OB Well 874.45 ft
1668 11/3/15 9:45 UMORE OB Well 874.435 ft
1669 11/3/15 9:50 UMORE OB Well 874.435 ft
1670 11/3/15 9:55 UMORE OB Well 874.435 ft
1671 11/3/15 10:00 UMORE OB Well 874.45 ft
1672 11/3/15 10:05 UMORE OB Well 874.435 ft
1673 11/3/15 10:15 UMORE OB Well 874.435 ft
1674 11/3/15 10:20 UMORE OB Well 874.45 ft
1675 11/3/15 10:25 UMORE OB Well 874.435 ft
1676 11/3/15 10:30 UMORE OB Well 874.435 ft
1677 11/3/15 10:35 UMORE OB Well 874.435 ft
1678 11/3/15 10:40 UMORE OB Well 874.435 ft
1679 11/3/15 10:45 UMORE OB Well 874.435 ft
1680 11/3/15 10:50 UMORE OB Well 874.435 ft
1681 11/3/15 10:55 UMORE OB Well 874.45 ft
1682 11/3/15 11:00 UMORE OB Well 874.435 ft
1683 11/3/15 11:05 UMORE OB Well 874.45 ft
1684 11/3/15 11:15 UMORE OB Well 874.45 ft
1685 11/3/15 11:20 UMORE OB Well 874.45 ft
AET Project No. 03-05081 Page E141 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1686 11/3/15 11:25 UMORE OB Well 874.435 ft
1687 11/3/15 11:30 UMORE OB Well 874.45 ft
1688 11/3/15 11:35 UMORE OB Well 874.435 ft
1689 11/3/15 11:40 UMORE OB Well 874.45 ft
1690 11/3/15 11:45 UMORE OB Well 874.435 ft
1691 11/3/15 11:50 UMORE OB Well 874.45 ft
1692 11/3/15 11:55 UMORE OB Well 874.435 ft
1693 11/3/15 12:00 UMORE OB Well 874.45 ft
1694 11/3/15 12:05 UMORE OB Well 874.465 ft
1695 11/3/15 12:15 UMORE OB Well 874.435 ft
1696 11/3/15 12:20 UMORE OB Well 874.435 ft
1697 11/3/15 12:25 UMORE OB Well 874.435 ft
1698 11/3/15 12:30 UMORE OB Well 874.435 ft
1699 11/3/15 12:35 UMORE OB Well 874.45 ft
1700 11/3/15 12:40 UMORE OB Well 874.435 ft
1701 11/3/15 12:45 UMORE OB Well 874.45 ft
1702 11/3/15 12:50 UMORE OB Well 874.435 ft
1703 11/3/15 12:55 UMORE OB Well 874.45 ft
1704 11/3/15 13:00 UMORE OB Well 874.435 ft
1705 11/3/15 13:05 UMORE OB Well 874.45 ft
1706 11/3/15 13:15 UMORE OB Well 874.45 ft
1707 11/3/15 13:20 UMORE OB Well 874.435 ft
1708 11/3/15 13:25 UMORE OB Well 874.435 ft
1709 11/3/15 13:30 UMORE OB Well 874.45 ft
1710 11/3/15 13:35 UMORE OB Well 874.435 ft
1711 11/3/15 13:40 UMORE OB Well 874.435 ft
1712 11/3/15 13:45 UMORE OB Well 874.45 ft
1713 11/3/15 13:50 UMORE OB Well 874.45 ft
1714 11/3/15 13:55 UMORE OB Well 874.435 ft
1715 11/3/15 14:00 UMORE OB Well 874.435 ft
1716 11/3/15 14:05 UMORE OB Well 874.45 ft
1717 11/3/15 14:15 UMORE OB Well 874.435 ft
1718 11/3/15 14:20 UMORE OB Well 874.435 ft
1719 11/3/15 14:25 UMORE OB Well 874.435 ft
1720 11/3/15 14:30 UMORE OB Well 874.42 ft
1721 11/3/15 14:35 UMORE OB Well 874.42 ft
1722 11/3/15 14:40 UMORE OB Well 874.435 ft
1723 11/3/15 14:45 UMORE OB Well 874.435 ft
1724 11/3/15 14:50 UMORE OB Well 874.42 ft
1725 11/3/15 14:55 UMORE OB Well 874.42 ft
1726 11/3/15 15:00 UMORE OB Well 874.42 ft
1727 11/3/15 15:05 UMORE OB Well 874.435 ft
1728 11/3/15 15:15 UMORE OB Well 874.42 ft
1729 11/3/15 15:20 UMORE OB Well 874.42 ft
1730 11/3/15 15:25 UMORE OB Well 874.42 ft
AET Project No. 03-05081 Page E142 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1731 11/3/15 15:30 UMORE OB Well 874.42 ft
1732 11/3/15 15:35 UMORE OB Well 874.42 ft
1733 11/3/15 15:40 UMORE OB Well 874.435 ft
1734 11/3/15 15:45 UMORE OB Well 874.42 ft
1735 11/3/15 15:50 UMORE OB Well 874.404 ft
1736 11/3/15 15:55 UMORE OB Well 874.42 ft
1737 11/3/15 16:00 UMORE OB Well 874.404 ft
1738 11/3/15 16:05 UMORE OB Well 874.404 ft
1739 11/3/15 16:15 UMORE OB Well 874.404 ft
1740 11/3/15 16:20 UMORE OB Well 874.404 ft
1741 11/3/15 16:25 UMORE OB Well 874.42 ft
1742 11/3/15 16:30 UMORE OB Well 874.404 ft
1743 11/3/15 16:35 UMORE OB Well 874.404 ft
1744 11/3/15 16:40 UMORE OB Well 874.404 ft
1745 11/3/15 16:45 UMORE OB Well 874.42 ft
1746 11/3/15 16:50 UMORE OB Well 874.404 ft
1747 11/3/15 16:55 UMORE OB Well 874.42 ft
1748 11/3/15 17:00 UMORE OB Well 874.389 ft
1749 11/3/15 17:05 UMORE OB Well 874.404 ft
1750 11/3/15 17:15 UMORE OB Well 874.404 ft
1751 11/3/15 17:20 UMORE OB Well 874.389 ft
1752 11/3/15 17:25 UMORE OB Well 874.389 ft
1753 11/3/15 17:30 UMORE OB Well 874.374 ft
1754 11/3/15 17:35 UMORE OB Well 874.389 ft
1755 11/3/15 17:40 UMORE OB Well 874.389 ft
1756 11/3/15 17:45 UMORE OB Well 874.404 ft
1757 11/3/15 17:50 UMORE OB Well 874.404 ft
1758 11/3/15 17:55 UMORE OB Well 874.374 ft
1759 11/3/15 18:00 UMORE OB Well 874.343 ft
1760 11/3/15 18:05 UMORE OB Well 874.328 ft
1761 11/3/15 18:05 UMORE OB Well 874.374 ft
1762 11/3/15 18:15 UMORE OB Well 874.389 ft
1763 11/3/15 18:20 UMORE OB Well 874.404 ft
1764 11/3/15 18:25 UMORE OB Well 874.389 ft
1765 11/3/15 18:30 UMORE OB Well 874.389 ft
1766 11/3/15 18:35 UMORE OB Well 874.389 ft
1767 11/3/15 18:40 UMORE OB Well 874.42 ft
1768 11/3/15 18:45 UMORE OB Well 874.404 ft
1769 11/3/15 18:50 UMORE OB Well 874.404 ft
1770 11/3/15 18:55 UMORE OB Well 874.404 ft
1771 11/3/15 19:00 UMORE OB Well 874.42 ft
1772 11/3/15 19:05 UMORE OB Well 874.42 ft
1773 11/3/15 19:15 UMORE OB Well 874.435 ft
1774 11/3/15 19:20 UMORE OB Well 874.42 ft
1775 11/3/15 19:25 UMORE OB Well 874.435 ft
AET Project No. 03-05081 Page E143 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1776 11/3/15 19:30 UMORE OB Well 874.42 ft
1777 11/3/15 19:35 UMORE OB Well 874.435 ft
1778 11/3/15 19:40 UMORE OB Well 874.435 ft
1779 11/3/15 19:45 UMORE OB Well 874.45 ft
1780 11/3/15 19:50 UMORE OB Well 874.45 ft
1781 11/3/15 19:55 UMORE OB Well 874.465 ft
1782 11/3/15 20:00 UMORE OB Well 874.45 ft
1783 11/3/15 20:05 UMORE OB Well 874.435 ft
1784 11/3/15 20:15 UMORE OB Well 874.45 ft
1785 11/3/15 20:20 UMORE OB Well 874.45 ft
1786 11/3/15 20:25 UMORE OB Well 874.45 ft
1787 11/3/15 20:30 UMORE OB Well 874.45 ft
1788 11/3/15 20:35 UMORE OB Well 874.45 ft
1789 11/3/15 20:40 UMORE OB Well 874.465 ft
1790 11/3/15 20:45 UMORE OB Well 874.45 ft
1791 11/3/15 20:50 UMORE OB Well 874.45 ft
1792 11/3/15 20:55 UMORE OB Well 874.435 ft
1793 11/3/15 21:00 UMORE OB Well 874.45 ft
1794 11/3/15 21:05 UMORE OB Well 874.435 ft
1795 11/3/15 21:15 UMORE OB Well 874.45 ft
1796 11/3/15 21:20 UMORE OB Well 874.465 ft
1797 11/3/15 21:25 UMORE OB Well 874.45 ft
1798 11/3/15 21:30 UMORE OB Well 874.45 ft
1799 11/3/15 21:35 UMORE OB Well 874.45 ft
1800 11/3/15 21:40 UMORE OB Well 874.45 ft
1801 11/3/15 21:45 UMORE OB Well 874.45 ft
1802 11/3/15 21:50 UMORE OB Well 874.45 ft
1803 11/3/15 21:55 UMORE OB Well 874.465 ft
1804 11/3/15 22:00 UMORE OB Well 874.465 ft
1805 11/3/15 22:05 UMORE OB Well 874.481 ft
1806 11/3/15 22:15 UMORE OB Well 874.465 ft
1807 11/3/15 22:20 UMORE OB Well 874.45 ft
1808 11/3/15 22:25 UMORE OB Well 874.465 ft
1809 11/3/15 23:25 UMORE OB Well 874.465 ft
1810 11/3/15 23:30 UMORE OB Well 874.481 ft
1811 11/3/15 23:35 UMORE OB Well 874.465 ft
1812 11/3/15 23:40 UMORE OB Well 874.465 ft
1813 11/3/15 23:45 UMORE OB Well 874.465 ft
1814 11/3/15 23:50 UMORE OB Well 874.481 ft
1815 11/3/15 23:55 UMORE OB Well 874.481 ft
1816 11/4/15 0:00 UMORE OB Well 874.465 ft
1817 11/4/15 0:05 UMORE OB Well 874.481 ft
1818 11/4/15 0:15 UMORE OB Well 874.465 ft
1819 11/4/15 0:20 UMORE OB Well 874.481 ft
1820 11/4/15 0:25 UMORE OB Well 874.481 ft
AET Project No. 03-05081 Page E144 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1821 11/4/15 0:30 UMORE OB Well 874.465 ft
1822 11/4/15 0:35 UMORE OB Well 874.465 ft
1823 11/4/15 0:40 UMORE OB Well 874.465 ft
1824 11/4/15 0:45 UMORE OB Well 874.465 ft
1825 11/4/15 0:50 UMORE OB Well 874.481 ft
1826 11/4/15 0:55 UMORE OB Well 874.465 ft
1827 11/4/15 1:00 UMORE OB Well 874.481 ft
1828 11/4/15 1:05 UMORE OB Well 874.465 ft
1829 11/4/15 1:15 UMORE OB Well 874.465 ft
1830 11/4/15 1:20 UMORE OB Well 874.481 ft
1831 11/4/15 1:25 UMORE OB Well 874.496 ft
1832 11/4/15 1:30 UMORE OB Well 874.481 ft
1833 11/4/15 1:35 UMORE OB Well 874.465 ft
1834 11/4/15 1:40 UMORE OB Well 874.465 ft
1835 11/4/15 1:45 UMORE OB Well 874.465 ft
1836 11/4/15 1:50 UMORE OB Well 874.481 ft
1837 11/4/15 1:55 UMORE OB Well 874.481 ft
1838 11/4/15 2:00 UMORE OB Well 874.465 ft
1839 11/4/15 2:05 UMORE OB Well 874.45 ft
1840 11/4/15 2:15 UMORE OB Well 874.45 ft
1841 11/4/15 2:20 UMORE OB Well 874.465 ft
1842 11/4/15 2:25 UMORE OB Well 874.45 ft
1843 11/4/15 2:30 UMORE OB Well 874.465 ft
1844 11/4/15 2:35 UMORE OB Well 874.45 ft
1845 11/4/15 2:40 UMORE OB Well 874.45 ft
1846 11/4/15 2:45 UMORE OB Well 874.45 ft
1847 11/4/15 2:50 UMORE OB Well 874.45 ft
1848 11/4/15 2:55 UMORE OB Well 874.45 ft
1849 11/4/15 3:00 UMORE OB Well 874.435 ft
1850 11/4/15 3:05 UMORE OB Well 874.42 ft
1851 11/4/15 3:15 UMORE OB Well 874.435 ft
1852 11/4/15 3:20 UMORE OB Well 874.435 ft
1853 11/4/15 3:25 UMORE OB Well 874.42 ft
1854 11/4/15 3:30 UMORE OB Well 874.42 ft
1855 11/4/15 3:35 UMORE OB Well 874.42 ft
1856 11/4/15 3:40 UMORE OB Well 874.42 ft
1857 11/4/15 3:45 UMORE OB Well 874.42 ft
1858 11/4/15 3:50 UMORE OB Well 874.404 ft
1859 11/4/15 3:55 UMORE OB Well 874.42 ft
1860 11/4/15 4:00 UMORE OB Well 874.404 ft
1861 11/4/15 4:05 UMORE OB Well 874.389 ft
1862 11/4/15 4:15 UMORE OB Well 874.42 ft
1863 11/4/15 4:20 UMORE OB Well 874.404 ft
1864 11/4/15 4:25 UMORE OB Well 874.389 ft
1865 11/4/15 4:30 UMORE OB Well 874.404 ft
AET Project No. 03-05081 Page E145 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1866 11/4/15 4:35 UMORE OB Well 874.374 ft
1867 11/4/15 4:40 UMORE OB Well 874.389 ft
1868 11/4/15 4:45 UMORE OB Well 874.374 ft
1869 11/4/15 4:50 UMORE OB Well 874.389 ft
1870 11/4/15 4:55 UMORE OB Well 874.374 ft
1871 11/4/15 5:00 UMORE OB Well 874.389 ft
1872 11/4/15 5:05 UMORE OB Well 874.389 ft
1873 11/4/15 5:15 UMORE OB Well 874.374 ft
1874 11/4/15 5:20 UMORE OB Well 874.359 ft
1875 11/4/15 5:25 UMORE OB Well 874.374 ft
1876 11/4/15 5:30 UMORE OB Well 874.374 ft
1877 11/4/15 5:35 UMORE OB Well 874.389 ft
1878 11/4/15 5:40 UMORE OB Well 874.374 ft
1879 11/4/15 5:45 UMORE OB Well 874.374 ft
1880 11/4/15 5:50 UMORE OB Well 874.374 ft
1881 11/4/15 5:55 UMORE OB Well 874.374 ft
1882 11/4/15 6:00 UMORE OB Well 874.359 ft
1883 11/4/15 6:05 UMORE OB Well 874.389 ft
1884 11/4/15 6:15 UMORE OB Well 874.389 ft
1885 11/4/15 6:20 UMORE OB Well 874.374 ft
1886 11/4/15 6:25 UMORE OB Well 874.389 ft
1887 11/4/15 6:30 UMORE OB Well 874.389 ft
1888 11/4/15 6:35 UMORE OB Well 874.374 ft
1889 11/4/15 6:40 UMORE OB Well 874.389 ft
1890 11/4/15 6:45 UMORE OB Well 874.389 ft
1891 11/4/15 6:50 UMORE OB Well 874.374 ft
1892 11/4/15 6:55 UMORE OB Well 874.389 ft
1893 11/4/15 7:00 UMORE OB Well 874.404 ft
1894 11/4/15 7:05 UMORE OB Well 874.389 ft
1895 11/4/15 7:15 UMORE OB Well 874.389 ft
1896 11/4/15 7:20 UMORE OB Well 874.404 ft
1897 11/4/15 7:25 UMORE OB Well 874.404 ft
1898 11/4/15 7:30 UMORE OB Well 874.389 ft
1899 11/4/15 7:35 UMORE OB Well 874.389 ft
1900 11/4/15 7:40 UMORE OB Well 874.404 ft
1901 11/4/15 7:45 UMORE OB Well 874.42 ft
1902 11/4/15 7:50 UMORE OB Well 874.435 ft
1903 11/4/15 7:55 UMORE OB Well 874.435 ft
1904 11/4/15 8:00 UMORE OB Well 874.42 ft
1905 11/4/15 8:05 UMORE OB Well 874.435 ft
1906 11/4/15 8:15 UMORE OB Well 874.45 ft
1907 11/4/15 8:20 UMORE OB Well 874.45 ft
1908 11/4/15 8:25 UMORE OB Well 874.45 ft
1909 11/4/15 8:30 UMORE OB Well 874.435 ft
1910 11/4/15 8:35 UMORE OB Well 874.465 ft
AET Project No. 03-05081 Page E146 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1911 11/4/15 8:40 UMORE OB Well 874.45 ft
1912 11/4/15 8:45 UMORE OB Well 874.465 ft
1913 11/4/15 8:50 UMORE OB Well 874.465 ft
1914 11/4/15 8:55 UMORE OB Well 874.465 ft
1915 11/4/15 9:00 UMORE OB Well 874.465 ft
1916 11/4/15 9:05 UMORE OB Well 874.481 ft
1917 11/4/15 9:15 UMORE OB Well 874.481 ft
1918 11/4/15 9:20 UMORE OB Well 874.481 ft
1919 11/4/15 9:25 UMORE OB Well 874.481 ft
1920 11/4/15 9:30 UMORE OB Well 874.481 ft
1921 11/4/15 9:35 UMORE OB Well 874.481 ft
1922 11/4/15 9:40 UMORE OB Well 874.481 ft
1923 11/4/15 9:45 UMORE OB Well 874.481 ft
1924 11/4/15 9:50 UMORE OB Well 874.481 ft
1925 11/4/15 9:55 UMORE OB Well 874.481 ft
1926 11/4/15 10:00 UMORE OB Well 874.496 ft
1927 11/4/15 10:05 UMORE OB Well 874.465 ft
1928 11/4/15 10:15 UMORE OB Well 874.496 ft
1929 11/4/15 10:20 UMORE OB Well 874.496 ft
1930 11/4/15 10:25 UMORE OB Well 874.496 ft
1931 11/4/15 10:30 UMORE OB Well 874.481 ft
1932 11/4/15 10:35 UMORE OB Well 874.496 ft
1933 11/4/15 10:40 UMORE OB Well 874.481 ft
1934 11/4/15 10:45 UMORE OB Well 874.481 ft
1935 11/4/15 10:50 UMORE OB Well 874.481 ft
1936 11/4/15 10:55 UMORE OB Well 874.496 ft
1937 11/4/15 11:00 UMORE OB Well 874.481 ft
1938 11/4/15 11:05 UMORE OB Well 874.481 ft
1939 11/4/15 11:15 UMORE OB Well 874.481 ft
1940 11/4/15 11:20 UMORE OB Well 874.465 ft
1941 11/4/15 11:25 UMORE OB Well 874.496 ft
1942 11/4/15 11:30 UMORE OB Well 874.496 ft
1943 11/4/15 11:35 UMORE OB Well 874.481 ft
1944 11/4/15 11:40 UMORE OB Well 874.481 ft
1945 11/4/15 11:45 UMORE OB Well 874.481 ft
1946 11/4/15 11:50 UMORE OB Well 874.496 ft
1947 11/4/15 11:55 UMORE OB Well 874.481 ft
1948 11/4/15 12:00 UMORE OB Well 874.496 ft
1949 11/4/15 12:05 UMORE OB Well 874.496 ft
1950 11/4/15 12:15 UMORE OB Well 874.481 ft
1951 11/4/15 12:20 UMORE OB Well 874.496 ft
1952 11/4/15 12:25 UMORE OB Well 874.496 ft
1953 11/4/15 12:30 UMORE OB Well 874.496 ft
1954 11/4/15 12:35 UMORE OB Well 874.496 ft
1955 11/4/15 12:40 UMORE OB Well 874.481 ft
AET Project No. 03-05081 Page E147 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
1956 11/4/15 12:45 UMORE OB Well 874.481 ft
1957 11/4/15 12:50 UMORE OB Well 874.481 ft
1958 11/4/15 12:55 UMORE OB Well 874.465 ft
1959 11/4/15 13:00 UMORE OB Well 874.465 ft
1960 11/4/15 13:05 UMORE OB Well 874.481 ft
1961 11/4/15 13:15 UMORE OB Well 874.465 ft
1962 11/4/15 13:20 UMORE OB Well 874.45 ft
1963 11/4/15 13:25 UMORE OB Well 874.465 ft
1964 11/4/15 13:30 UMORE OB Well 874.465 ft
1965 11/4/15 13:30 UMORE OB Well 874.45 ft
1966 11/4/15 13:35 UMORE OB Well 874.45 ft
1967 11/4/15 13:40 UMORE OB Well 874.45 ft
1968 11/4/15 13:45 UMORE OB Well 874.45 ft
1969 11/4/15 13:50 UMORE OB Well 874.45 ft
1970 11/4/15 13:55 UMORE OB Well 874.435 ft
1971 11/4/15 14:00 UMORE OB Well 874.435 ft
1972 11/4/15 14:05 UMORE OB Well 874.435 ft
1973 11/4/15 14:15 UMORE OB Well 874.42 ft
1974 11/4/15 14:20 UMORE OB Well 874.42 ft
1975 11/4/15 14:25 UMORE OB Well 874.42 ft
1976 11/4/15 14:30 UMORE OB Well 874.404 ft
1977 11/4/15 14:35 UMORE OB Well 874.404 ft
1978 11/4/15 14:40 UMORE OB Well 874.42 ft
1979 11/4/15 14:45 UMORE OB Well 874.42 ft
1980 11/4/15 14:50 UMORE OB Well 874.42 ft
1981 11/4/15 14:55 UMORE OB Well 874.404 ft
1982 11/4/15 15:00 UMORE OB Well 874.42 ft
1983 11/4/15 15:05 UMORE OB Well 874.404 ft
1984 11/4/15 15:15 UMORE OB Well 874.404 ft
1985 11/4/15 15:20 UMORE OB Well 874.404 ft
1986 11/4/15 15:25 UMORE OB Well 874.389 ft
1987 11/4/15 15:30 UMORE OB Well 874.389 ft
1988 11/4/15 15:35 UMORE OB Well 874.389 ft
1989 11/4/15 15:40 UMORE OB Well 874.374 ft
1990 11/4/15 15:45 UMORE OB Well 874.374 ft
1991 11/4/15 15:45 UMORE OB Well 874.389 ft
1992 11/4/15 15:50 UMORE OB Well 874.389 ft
1993 11/4/15 15:55 UMORE OB Well 874.374 ft
1994 11/4/15 16:00 UMORE OB Well 874.374 ft
1995 11/4/15 16:05 UMORE OB Well 874.389 ft
1996 11/4/15 16:15 UMORE OB Well 874.359 ft
1997 11/4/15 16:20 UMORE OB Well 874.359 ft
1998 11/4/15 16:25 UMORE OB Well 874.359 ft
1999 11/4/15 16:30 UMORE OB Well 874.374 ft
2000 11/4/15 16:35 UMORE OB Well 874.359 ft
AET Project No. 03-05081 Page E148 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2001 11/4/15 16:40 UMORE OB Well 874.359 ft
2002 11/4/15 16:45 UMORE OB Well 874.359 ft
2003 11/4/15 16:50 UMORE OB Well 874.343 ft
2004 11/4/15 16:55 UMORE OB Well 874.359 ft
2005 11/4/15 17:00 UMORE OB Well 874.343 ft
2006 11/4/15 17:05 UMORE OB Well 874.343 ft
2007 11/4/15 17:15 UMORE OB Well 874.359 ft
2008 11/4/15 17:20 UMORE OB Well 874.343 ft
2009 11/4/15 17:25 UMORE OB Well 874.359 ft
2010 11/4/15 17:30 UMORE OB Well 874.359 ft
2011 11/4/15 17:35 UMORE OB Well 874.343 ft
2012 11/4/15 17:40 UMORE OB Well 874.328 ft
2013 11/4/15 17:45 UMORE OB Well 874.343 ft
2014 11/4/15 17:50 UMORE OB Well 874.343 ft
2015 11/4/15 17:55 UMORE OB Well 874.328 ft
2016 11/4/15 18:15 UMORE OB Well 874.328 ft
2017 11/4/15 18:20 UMORE OB Well 874.343 ft
2018 11/4/15 18:25 UMORE OB Well 874.328 ft
2019 11/4/15 18:30 UMORE OB Well 874.328 ft
2020 11/4/15 18:35 UMORE OB Well 874.328 ft
2021 11/4/15 18:40 UMORE OB Well 874.313 ft
2022 11/4/15 18:45 UMORE OB Well 874.328 ft
2023 11/4/15 18:50 UMORE OB Well 874.343 ft
2024 11/4/15 18:55 UMORE OB Well 874.328 ft
2025 11/4/15 19:00 UMORE OB Well 874.343 ft
2026 11/4/15 19:05 UMORE OB Well 874.328 ft
2027 11/4/15 19:15 UMORE OB Well 874.328 ft
2028 11/4/15 19:20 UMORE OB Well 874.328 ft
2029 11/4/15 19:25 UMORE OB Well 874.328 ft
2030 11/4/15 19:30 UMORE OB Well 874.328 ft
2031 11/4/15 19:35 UMORE OB Well 874.328 ft
2032 11/4/15 19:40 UMORE OB Well 874.328 ft
2033 11/4/15 19:45 UMORE OB Well 874.328 ft
2034 11/4/15 19:50 UMORE OB Well 874.328 ft
2035 11/4/15 19:55 UMORE OB Well 874.328 ft
2036 11/4/15 20:00 UMORE OB Well 874.328 ft
2037 11/4/15 20:05 UMORE OB Well 874.313 ft
2038 11/4/15 20:15 UMORE OB Well 874.328 ft
2039 11/4/15 20:20 UMORE OB Well 874.313 ft
2040 11/4/15 20:25 UMORE OB Well 874.313 ft
2041 11/4/15 20:30 UMORE OB Well 874.313 ft
2042 11/4/15 20:35 UMORE OB Well 874.297 ft
2043 11/4/15 20:40 UMORE OB Well 874.313 ft
2044 11/4/15 20:45 UMORE OB Well 874.297 ft
2045 11/4/15 20:50 UMORE OB Well 874.313 ft
AET Project No. 03-05081 Page E149 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2046 11/4/15 20:55 UMORE OB Well 874.313 ft
2047 11/4/15 21:00 UMORE OB Well 874.313 ft
2048 11/4/15 21:05 UMORE OB Well 874.313 ft
2049 11/4/15 21:15 UMORE OB Well 874.313 ft
2050 11/4/15 21:20 UMORE OB Well 874.328 ft
2051 11/4/15 21:25 UMORE OB Well 874.328 ft
2052 11/4/15 21:30 UMORE OB Well 874.313 ft
2053 11/4/15 21:35 UMORE OB Well 874.328 ft
2054 11/4/15 21:40 UMORE OB Well 874.328 ft
2055 11/4/15 21:45 UMORE OB Well 874.328 ft
2056 11/4/15 21:50 UMORE OB Well 874.328 ft
2057 11/4/15 21:55 UMORE OB Well 874.343 ft
2058 11/4/15 22:00 UMORE OB Well 874.343 ft
2059 11/4/15 22:05 UMORE OB Well 874.359 ft
2060 11/4/15 22:15 UMORE OB Well 874.389 ft
2061 11/4/15 22:20 UMORE OB Well 874.374 ft
2062 11/4/15 22:25 UMORE OB Well 874.374 ft
2063 11/4/15 22:30 UMORE OB Well 874.389 ft
2064 11/4/15 22:35 UMORE OB Well 874.404 ft
2065 11/4/15 22:40 UMORE OB Well 874.374 ft
2066 11/4/15 22:45 UMORE OB Well 874.389 ft
2067 11/4/15 22:50 UMORE OB Well 874.404 ft
2068 11/4/15 22:55 UMORE OB Well 874.404 ft
2069 11/4/15 23:00 UMORE OB Well 874.42 ft
2070 11/4/15 23:05 UMORE OB Well 874.404 ft
2071 11/4/15 23:15 UMORE OB Well 874.404 ft
2072 11/4/15 23:20 UMORE OB Well 874.435 ft
2073 11/4/15 23:25 UMORE OB Well 874.435 ft
2074 11/4/15 23:30 UMORE OB Well 874.435 ft
2075 11/4/15 23:35 UMORE OB Well 874.42 ft
2076 11/4/15 23:40 UMORE OB Well 874.435 ft
2077 11/4/15 23:45 UMORE OB Well 874.435 ft
2078 11/4/15 23:50 UMORE OB Well 874.435 ft
2079 11/4/15 23:55 UMORE OB Well 874.45 ft
2080 11/5/15 0:00 UMORE OB Well 874.45 ft
2081 11/5/15 0:05 UMORE OB Well 874.45 ft
2082 11/5/15 0:15 UMORE OB Well 874.45 ft
2083 11/5/15 0:20 UMORE OB Well 874.45 ft
2084 11/5/15 0:25 UMORE OB Well 874.465 ft
2085 11/5/15 0:30 UMORE OB Well 874.45 ft
2086 11/5/15 0:35 UMORE OB Well 874.465 ft
2087 11/5/15 0:40 UMORE OB Well 874.465 ft
2088 11/5/15 0:45 UMORE OB Well 874.465 ft
2089 11/5/15 0:50 UMORE OB Well 874.465 ft
2090 11/5/15 0:55 UMORE OB Well 874.465 ft
AET Project No. 03-05081 Page E150 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2091 11/5/15 1:00 UMORE OB Well 874.481 ft
2092 11/5/15 1:05 UMORE OB Well 874.496 ft
2093 11/5/15 1:15 UMORE OB Well 874.481 ft
2094 11/5/15 1:20 UMORE OB Well 874.496 ft
2095 11/5/15 1:25 UMORE OB Well 874.481 ft
2096 11/5/15 1:30 UMORE OB Well 874.496 ft
2097 11/5/15 1:35 UMORE OB Well 874.481 ft
2098 11/5/15 1:40 UMORE OB Well 874.496 ft
2099 11/5/15 1:45 UMORE OB Well 874.496 ft
2100 11/5/15 1:50 UMORE OB Well 874.511 ft
2101 11/5/15 1:55 UMORE OB Well 874.511 ft
2102 11/5/15 2:00 UMORE OB Well 874.496 ft
2103 11/5/15 2:05 UMORE OB Well 874.511 ft
2104 11/5/15 2:15 UMORE OB Well 874.511 ft
2105 11/5/15 2:20 UMORE OB Well 874.511 ft
2106 11/5/15 2:25 UMORE OB Well 874.526 ft
2107 11/5/15 2:30 UMORE OB Well 874.526 ft
2108 11/5/15 2:35 UMORE OB Well 874.526 ft
2109 11/5/15 2:40 UMORE OB Well 874.511 ft
2110 11/5/15 2:45 UMORE OB Well 874.511 ft
2111 11/5/15 2:50 UMORE OB Well 874.526 ft
2112 11/5/15 2:55 UMORE OB Well 874.542 ft
2113 11/5/15 3:00 UMORE OB Well 874.526 ft
2114 11/5/15 3:05 UMORE OB Well 874.542 ft
2115 11/5/15 3:15 UMORE OB Well 874.526 ft
2116 11/5/15 3:20 UMORE OB Well 874.557 ft
2117 11/5/15 3:25 UMORE OB Well 874.526 ft
2118 11/5/15 3:30 UMORE OB Well 874.557 ft
2119 11/5/15 3:35 UMORE OB Well 874.542 ft
2120 11/5/15 3:40 UMORE OB Well 874.557 ft
2121 11/5/15 3:45 UMORE OB Well 874.557 ft
2122 11/5/15 14:35 UMORE OB Well 874.45 ft
2123 11/5/15 14:50 UMORE OB Well 874.45 ft
2124 11/5/15 14:55 UMORE OB Well 874.45 ft
2125 11/5/15 15:00 UMORE OB Well 874.45 ft
2126 11/5/15 15:05 UMORE OB Well 874.45 ft
2127 11/5/15 15:35 UMORE OB Well 874.42 ft
2128 11/25/15 18:40 UMORE OB Well 874.439 ft
2129 11/25/15 18:45 UMORE OB Well 874.454 ft
2130 11/25/15 18:50 UMORE OB Well 874.454 ft
2131 11/25/15 18:55 UMORE OB Well 874.439 ft
2132 11/25/15 19:00 UMORE OB Well 874.439 ft
2133 11/25/15 19:05 UMORE OB Well 874.454 ft
2134 11/25/15 19:15 UMORE OB Well 874.454 ft
2135 11/25/15 19:20 UMORE OB Well 874.454 ft
AET Project No. 03-05081 Page E151 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2136 11/25/15 19:25 UMORE OB Well 874.454 ft
2137 11/25/15 19:30 UMORE OB Well 874.454 ft
2138 11/25/15 19:35 UMORE OB Well 874.439 ft
2139 11/25/15 19:40 UMORE OB Well 874.439 ft
2140 11/25/15 19:45 UMORE OB Well 874.469 ft
2141 11/25/15 19:50 UMORE OB Well 874.454 ft
2142 11/25/15 19:55 UMORE OB Well 874.439 ft
2143 11/25/15 20:00 UMORE OB Well 874.454 ft
2144 11/25/15 20:05 UMORE OB Well 874.454 ft
2145 11/25/15 20:15 UMORE OB Well 874.469 ft
2146 11/25/15 20:15 UMORE OB Well 874.454 ft
2147 11/25/15 20:20 UMORE OB Well 874.454 ft
2148 11/25/15 20:25 UMORE OB Well 874.439 ft
2149 11/25/15 20:30 UMORE OB Well 874.454 ft
2150 11/25/15 20:35 UMORE OB Well 874.454 ft
2151 11/25/15 20:40 UMORE OB Well 874.454 ft
2152 11/25/15 20:45 UMORE OB Well 874.454 ft
2153 11/25/15 20:50 UMORE OB Well 874.469 ft
2154 11/25/15 20:55 UMORE OB Well 874.454 ft
2155 11/25/15 21:00 UMORE OB Well 874.454 ft
2156 11/25/15 21:00 UMORE OB Well 874.454 ft
2157 11/25/15 21:05 UMORE OB Well 874.454 ft
2158 11/25/15 21:15 UMORE OB Well 874.454 ft
2159 11/25/15 21:20 UMORE OB Well 874.469 ft
2160 11/25/15 21:25 UMORE OB Well 874.454 ft
2161 11/25/15 21:30 UMORE OB Well 874.454 ft
2162 11/25/15 21:35 UMORE OB Well 874.454 ft
2163 11/25/15 21:40 UMORE OB Well 874.454 ft
2164 11/25/15 21:45 UMORE OB Well 874.469 ft
2165 11/25/15 21:45 UMORE OB Well 874.469 ft
2166 11/25/15 21:50 UMORE OB Well 874.454 ft
2167 11/25/15 21:55 UMORE OB Well 874.454 ft
2168 11/25/15 22:00 UMORE OB Well 874.454 ft
2169 11/25/15 22:05 UMORE OB Well 874.454 ft
2170 11/25/15 22:15 UMORE OB Well 874.484 ft
2171 11/25/15 22:20 UMORE OB Well 874.469 ft
2172 11/25/15 22:25 UMORE OB Well 874.454 ft
2173 11/25/15 22:30 UMORE OB Well 874.454 ft
2174 11/25/15 22:35 UMORE OB Well 874.469 ft
2175 11/25/15 22:40 UMORE OB Well 874.454 ft
2176 11/25/15 22:50 UMORE OB Well 874.439 ft
2177 11/25/15 22:55 UMORE OB Well 874.439 ft
2178 11/25/15 23:00 UMORE OB Well 874.454 ft
2179 11/25/15 23:05 UMORE OB Well 874.439 ft
2180 11/25/15 23:15 UMORE OB Well 874.439 ft
AET Project No. 03-05081 Page E152 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2181 11/25/15 23:20 UMORE OB Well 874.423 ft
2182 11/25/15 23:25 UMORE OB Well 874.423 ft
2183 11/25/15 23:30 UMORE OB Well 874.408 ft
2184 11/25/15 23:35 UMORE OB Well 874.408 ft
2185 11/25/15 23:40 UMORE OB Well 874.423 ft
2186 11/25/15 23:45 UMORE OB Well 874.423 ft
2187 11/25/15 23:50 UMORE OB Well 874.408 ft
2188 11/25/15 23:55 UMORE OB Well 874.393 ft
2189 11/26/15 0:00 UMORE OB Well 874.408 ft
2190 11/26/15 0:05 UMORE OB Well 874.393 ft
2191 11/26/15 0:15 UMORE OB Well 874.393 ft
2192 11/26/15 0:20 UMORE OB Well 874.408 ft
2193 11/26/15 0:25 UMORE OB Well 874.393 ft
2194 11/26/15 0:30 UMORE OB Well 874.393 ft
2195 11/26/15 0:35 UMORE OB Well 874.377 ft
2196 11/26/15 0:40 UMORE OB Well 874.393 ft
2197 11/26/15 0:45 UMORE OB Well 874.393 ft
2198 11/26/15 0:50 UMORE OB Well 874.377 ft
2199 11/26/15 0:55 UMORE OB Well 874.377 ft
2200 11/23/15 11:40 UMORE OB Well 874.454 ft
2201 11/23/15 11:45 UMORE OB Well 874.408 ft
2202 11/23/15 11:50 UMORE OB Well 874.377 ft
2203 11/23/15 11:55 UMORE OB Well 874.393 ft
2204 11/23/15 12:00 UMORE OB Well 874.393 ft
2205 11/23/15 12:05 UMORE OB Well 874.393 ft
2206 11/23/15 12:15 UMORE OB Well 874.377 ft
2207 11/23/15 12:20 UMORE OB Well 874.393 ft
2208 11/23/15 12:25 UMORE OB Well 874.393 ft
2209 11/23/15 12:30 UMORE OB Well 874.377 ft
2210 11/23/15 12:35 UMORE OB Well 874.377 ft
2211 11/23/15 12:40 UMORE OB Well 874.362 ft
2212 11/23/15 12:45 UMORE OB Well 874.362 ft
2213 11/23/15 12:50 UMORE OB Well 874.377 ft
2214 11/23/15 12:55 UMORE OB Well 874.362 ft
2215 11/23/15 13:00 UMORE OB Well 874.362 ft
2216 11/23/15 13:05 UMORE OB Well 874.362 ft
2217 11/23/15 13:15 UMORE OB Well 874.377 ft
2218 11/23/15 13:20 UMORE OB Well 874.377 ft
2219 11/23/15 13:25 UMORE OB Well 874.347 ft
2220 11/23/15 13:30 UMORE OB Well 874.362 ft
2221 11/23/15 13:35 UMORE OB Well 874.347 ft
2222 11/23/15 13:40 UMORE OB Well 874.347 ft
2223 11/23/15 13:45 UMORE OB Well 874.347 ft
2224 11/23/15 13:50 UMORE OB Well 874.347 ft
2225 11/23/15 13:55 UMORE OB Well 874.362 ft
AET Project No. 03-05081 Page E153 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2226 11/23/15 14:00 UMORE OB Well 874.362 ft
2227 11/23/15 14:05 UMORE OB Well 874.347 ft
2228 11/23/15 14:15 UMORE OB Well 874.362 ft
2229 11/23/15 14:20 UMORE OB Well 874.332 ft
2230 11/23/15 14:25 UMORE OB Well 874.347 ft
2231 11/23/15 14:30 UMORE OB Well 874.347 ft
2232 11/23/15 14:35 UMORE OB Well 874.347 ft
2233 11/23/15 14:40 UMORE OB Well 874.332 ft
2234 11/23/15 14:45 UMORE OB Well 874.347 ft
2235 11/23/15 14:50 UMORE OB Well 874.332 ft
2236 11/23/15 14:55 UMORE OB Well 874.316 ft
2237 11/23/15 15:00 UMORE OB Well 874.332 ft
2238 11/23/15 15:05 UMORE OB Well 874.316 ft
2239 11/23/15 15:15 UMORE OB Well 874.332 ft
2240 11/23/15 15:20 UMORE OB Well 874.316 ft
2241 11/23/15 15:25 UMORE OB Well 874.301 ft
2242 11/23/15 15:30 UMORE OB Well 874.316 ft
2243 11/23/15 15:35 UMORE OB Well 874.316 ft
2244 11/23/15 15:40 UMORE OB Well 874.316 ft
2245 11/23/15 15:45 UMORE OB Well 874.316 ft
2246 11/23/15 15:50 UMORE OB Well 874.301 ft
2247 11/23/15 15:55 UMORE OB Well 874.301 ft
2248 11/23/15 16:00 UMORE OB Well 874.301 ft
2249 11/23/15 16:05 UMORE OB Well 874.286 ft
2250 11/23/15 16:15 UMORE OB Well 874.286 ft
2251 11/23/15 16:20 UMORE OB Well 874.286 ft
2252 11/23/15 16:25 UMORE OB Well 874.271 ft
2253 11/23/15 16:30 UMORE OB Well 874.271 ft
2254 11/23/15 16:35 UMORE OB Well 874.271 ft
2255 11/23/15 16:40 UMORE OB Well 874.271 ft
2256 11/23/15 16:45 UMORE OB Well 874.271 ft
2257 11/23/15 16:50 UMORE OB Well 874.271 ft
2258 11/23/15 16:55 UMORE OB Well 874.255 ft
2259 11/23/15 17:00 UMORE OB Well 874.255 ft
2260 11/23/15 17:05 UMORE OB Well 874.255 ft
2261 11/23/15 17:15 UMORE OB Well 874.255 ft
2262 11/23/15 17:20 UMORE OB Well 874.255 ft
2263 11/23/15 17:25 UMORE OB Well 874.255 ft
2264 11/23/15 17:30 UMORE OB Well 874.24 ft
2265 11/23/15 17:35 UMORE OB Well 874.24 ft
2266 11/23/15 17:35 UMORE OB Well 874.24 ft
2267 11/23/15 17:40 UMORE OB Well 874.24 ft
2268 11/23/15 17:45 UMORE OB Well 874.24 ft
2269 11/23/15 17:50 UMORE OB Well 874.255 ft
2270 11/23/15 17:55 UMORE OB Well 874.255 ft
AET Project No. 03-05081 Page E154 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2271 11/23/15 18:00 UMORE OB Well 874.484 ft
2272 11/23/15 18:05 UMORE OB Well 874.255 ft
2273 11/23/15 18:15 UMORE OB Well 874.225 ft
2274 11/23/15 18:20 UMORE OB Well 874.255 ft
2275 11/23/15 18:20 UMORE OB Well 874.255 ft
2276 11/23/15 18:25 UMORE OB Well 874.24 ft
2277 11/23/15 18:30 UMORE OB Well 874.24 ft
2278 11/23/15 18:35 UMORE OB Well 874.24 ft
2279 11/23/15 18:40 UMORE OB Well 874.24 ft
2280 11/23/15 18:45 UMORE OB Well 874.24 ft
2281 11/23/15 18:50 UMORE OB Well 874.255 ft
2282 11/23/15 18:55 UMORE OB Well 874.271 ft
2283 11/23/15 19:00 UMORE OB Well 874.255 ft
2284 11/23/15 19:05 UMORE OB Well 874.255 ft
2285 11/23/15 19:05 UMORE OB Well 874.255 ft
2286 11/23/15 19:15 UMORE OB Well 874.255 ft
2287 11/23/15 19:20 UMORE OB Well 874.255 ft
2288 11/23/15 19:25 UMORE OB Well 874.271 ft
2289 11/23/15 19:30 UMORE OB Well 874.271 ft
2290 11/23/15 19:35 UMORE OB Well 874.271 ft
2291 11/23/15 19:40 UMORE OB Well 874.271 ft
2292 11/23/15 19:45 UMORE OB Well 874.255 ft
2293 11/23/15 19:50 UMORE OB Well 874.271 ft
2294 11/23/15 19:55 UMORE OB Well 874.286 ft
2295 11/23/15 20:00 UMORE OB Well 874.286 ft
2296 11/23/15 20:05 UMORE OB Well 874.271 ft
2297 11/23/15 20:15 UMORE OB Well 874.286 ft
2298 11/23/15 20:20 UMORE OB Well 874.286 ft
2299 11/23/15 20:25 UMORE OB Well 874.286 ft
2300 11/23/15 20:30 UMORE OB Well 874.301 ft
2301 11/23/15 20:35 UMORE OB Well 874.286 ft
2302 11/23/15 20:40 UMORE OB Well 874.286 ft
2303 11/23/15 20:45 UMORE OB Well 874.301 ft
2304 11/23/15 20:50 UMORE OB Well 874.316 ft
2305 11/23/15 20:55 UMORE OB Well 874.301 ft
2306 11/23/15 21:00 UMORE OB Well 874.301 ft
2307 11/23/15 21:05 UMORE OB Well 874.301 ft
2308 11/23/15 21:15 UMORE OB Well 874.301 ft
2309 11/23/15 21:20 UMORE OB Well 874.301 ft
2310 11/23/15 21:25 UMORE OB Well 874.316 ft
2311 11/23/15 21:30 UMORE OB Well 874.316 ft
2312 11/23/15 21:35 UMORE OB Well 874.316 ft
2313 11/23/15 21:40 UMORE OB Well 874.316 ft
2314 11/23/15 21:45 UMORE OB Well 874.316 ft
2315 11/23/15 21:50 UMORE OB Well 874.316 ft
AET Project No. 03-05081 Page E155 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2316 11/23/15 21:55 UMORE OB Well 874.316 ft
2317 11/23/15 22:00 UMORE OB Well 874.316 ft
2318 11/23/15 22:05 UMORE OB Well 874.316 ft
2319 11/23/15 22:15 UMORE OB Well 874.316 ft
2320 11/23/15 22:20 UMORE OB Well 874.332 ft
2321 11/23/15 22:25 UMORE OB Well 874.332 ft
2322 11/23/15 22:30 UMORE OB Well 874.316 ft
2323 11/23/15 22:35 UMORE OB Well 874.332 ft
2324 11/23/15 22:45 UMORE OB Well 874.347 ft
2325 11/23/15 22:45 UMORE OB Well 874.332 ft
2326 11/23/15 22:50 UMORE OB Well 874.332 ft
2327 11/23/15 22:55 UMORE OB Well 874.332 ft
2328 11/23/15 23:00 UMORE OB Well 874.332 ft
2329 11/23/15 23:05 UMORE OB Well 874.347 ft
2330 11/23/15 23:15 UMORE OB Well 874.347 ft
2331 11/23/15 23:20 UMORE OB Well 874.347 ft
2332 11/23/15 23:25 UMORE OB Well 874.347 ft
2333 11/23/15 23:30 UMORE OB Well 874.347 ft
2334 11/23/15 23:35 UMORE OB Well 874.347 ft
2335 11/23/15 23:40 UMORE OB Well 874.347 ft
2336 11/23/15 23:45 UMORE OB Well 874.347 ft
2337 11/23/15 23:50 UMORE OB Well 874.347 ft
2338 11/23/15 23:55 UMORE OB Well 874.347 ft
2339 11/24/15 0:00 UMORE OB Well 874.347 ft
2340 11/24/15 0:05 UMORE OB Well 874.362 ft
2341 11/24/15 0:15 UMORE OB Well 874.362 ft
2342 11/24/15 0:20 UMORE OB Well 874.347 ft
2343 11/24/15 0:25 UMORE OB Well 874.347 ft
2344 11/24/15 0:30 UMORE OB Well 874.347 ft
2345 11/24/15 0:35 UMORE OB Well 874.347 ft
2346 11/24/15 0:40 UMORE OB Well 874.347 ft
2347 11/24/15 0:45 UMORE OB Well 874.347 ft
2348 11/24/15 0:50 UMORE OB Well 874.347 ft
2349 11/24/15 0:55 UMORE OB Well 874.347 ft
2350 11/24/15 1:00 UMORE OB Well 874.347 ft
2351 11/24/15 1:05 UMORE OB Well 874.332 ft
2352 11/24/15 1:15 UMORE OB Well 874.347 ft
2353 11/24/15 1:20 UMORE OB Well 874.347 ft
2354 11/24/15 1:25 UMORE OB Well 874.332 ft
2355 11/24/15 1:30 UMORE OB Well 874.332 ft
2356 11/24/15 1:35 UMORE OB Well 874.332 ft
2357 11/24/15 1:40 UMORE OB Well 874.316 ft
2358 11/24/15 1:45 UMORE OB Well 874.316 ft
2359 11/24/15 1:50 UMORE OB Well 874.332 ft
2360 11/24/15 1:55 UMORE OB Well 874.316 ft
AET Project No. 03-05081 Page E156 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2361 11/24/15 2:00 UMORE OB Well 874.316 ft
2362 11/24/15 2:05 UMORE OB Well 874.332 ft
2363 11/24/15 2:15 UMORE OB Well 874.316 ft
2364 11/24/15 2:20 UMORE OB Well 874.301 ft
2365 11/24/15 2:25 UMORE OB Well 874.286 ft
2366 11/24/15 2:30 UMORE OB Well 874.316 ft
2367 11/24/15 2:35 UMORE OB Well 874.301 ft
2368 11/24/15 2:40 UMORE OB Well 874.301 ft
2369 11/24/15 2:45 UMORE OB Well 874.301 ft
2370 11/24/15 2:50 UMORE OB Well 874.301 ft
2371 11/24/15 2:55 UMORE OB Well 874.301 ft
2372 11/24/15 3:00 UMORE OB Well 874.286 ft
2373 11/24/15 3:05 UMORE OB Well 874.301 ft
2374 11/24/15 3:15 UMORE OB Well 874.301 ft
2375 11/24/15 3:20 UMORE OB Well 874.301 ft
2376 11/24/15 3:25 UMORE OB Well 874.301 ft
2377 11/24/15 3:30 UMORE OB Well 874.301 ft
2378 11/24/15 3:35 UMORE OB Well 874.301 ft
2379 11/24/15 3:40 UMORE OB Well 874.301 ft
2380 11/24/15 3:45 UMORE OB Well 874.301 ft
2381 11/24/15 3:50 UMORE OB Well 874.286 ft
2382 11/24/15 3:55 UMORE OB Well 874.316 ft
2383 11/24/15 4:00 UMORE OB Well 874.301 ft
2384 11/24/15 4:05 UMORE OB Well 874.286 ft
2385 11/24/15 4:15 UMORE OB Well 874.316 ft
2386 11/24/15 4:20 UMORE OB Well 874.301 ft
2387 11/24/15 4:25 UMORE OB Well 874.301 ft
2388 11/24/15 4:30 UMORE OB Well 874.316 ft
2389 11/24/15 4:35 UMORE OB Well 874.316 ft
2390 11/24/15 4:40 UMORE OB Well 874.301 ft
2391 11/24/15 4:45 UMORE OB Well 874.316 ft
2392 11/24/15 4:50 UMORE OB Well 874.316 ft
2393 11/24/15 4:55 UMORE OB Well 874.301 ft
2394 11/24/15 5:00 UMORE OB Well 874.332 ft
2395 11/24/15 5:05 UMORE OB Well 874.332 ft
2396 11/24/15 5:15 UMORE OB Well 874.332 ft
2397 11/24/15 5:20 UMORE OB Well 874.332 ft
2398 11/24/15 5:25 UMORE OB Well 874.332 ft
2399 11/24/15 5:30 UMORE OB Well 874.347 ft
2400 11/24/15 5:35 UMORE OB Well 874.362 ft
2401 11/24/15 5:40 UMORE OB Well 874.332 ft
2402 11/24/15 5:45 UMORE OB Well 874.347 ft
2403 11/24/15 5:50 UMORE OB Well 874.362 ft
2404 11/24/15 5:55 UMORE OB Well 874.377 ft
2405 11/24/15 6:00 UMORE OB Well 874.362 ft
AET Project No. 03-05081 Page E157 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2406 11/24/15 6:05 UMORE OB Well 874.377 ft
2407 11/24/15 6:15 UMORE OB Well 874.393 ft
2408 11/24/15 6:15 UMORE OB Well 874.377 ft
2409 11/24/15 6:20 UMORE OB Well 874.393 ft
2410 11/24/15 6:25 UMORE OB Well 874.377 ft
2411 11/24/15 6:30 UMORE OB Well 874.377 ft
2412 11/24/15 6:35 UMORE OB Well 874.393 ft
2413 11/24/15 6:40 UMORE OB Well 874.393 ft
2414 11/24/15 6:45 UMORE OB Well 874.393 ft
2415 11/24/15 6:50 UMORE OB Well 874.408 ft
2416 11/24/15 7:00 UMORE OB Well 874.393 ft
2417 11/24/15 7:00 UMORE OB Well 874.408 ft
2418 11/24/15 7:05 UMORE OB Well 874.423 ft
2419 11/24/15 7:15 UMORE OB Well 874.408 ft
2420 11/24/15 7:20 UMORE OB Well 874.423 ft
2421 11/24/15 7:25 UMORE OB Well 874.423 ft
2422 11/24/15 7:30 UMORE OB Well 874.408 ft
2423 11/24/15 7:35 UMORE OB Well 874.439 ft
2424 11/24/15 7:40 UMORE OB Well 874.423 ft
2425 11/24/15 7:45 UMORE OB Well 874.439 ft
2426 11/24/15 7:45 UMORE OB Well 874.423 ft
2427 11/24/15 7:50 UMORE OB Well 874.423 ft
2428 11/24/15 7:55 UMORE OB Well 874.423 ft
2429 11/24/15 8:00 UMORE OB Well 874.423 ft
2430 11/24/15 8:05 UMORE OB Well 874.439 ft
2431 11/24/15 8:15 UMORE OB Well 874.439 ft
2432 11/24/15 8:20 UMORE OB Well 874.454 ft
2433 11/24/15 8:25 UMORE OB Well 874.454 ft
2434 11/24/15 8:30 UMORE OB Well 874.439 ft
2435 11/24/15 8:35 UMORE OB Well 874.454 ft
2436 11/24/15 8:40 UMORE OB Well 874.469 ft
2437 11/24/15 8:45 UMORE OB Well 874.454 ft
2438 11/24/15 8:50 UMORE OB Well 874.454 ft
2439 11/24/15 8:55 UMORE OB Well 874.454 ft
2440 11/24/15 9:00 UMORE OB Well 874.454 ft
2441 11/24/15 9:05 UMORE OB Well 874.454 ft
2442 11/24/15 9:15 UMORE OB Well 874.454 ft
2443 11/24/15 9:20 UMORE OB Well 874.439 ft
2444 11/24/15 9:25 UMORE OB Well 874.454 ft
2445 11/24/15 9:30 UMORE OB Well 874.469 ft
2446 11/24/15 9:35 UMORE OB Well 874.454 ft
2447 11/24/15 9:40 UMORE OB Well 874.454 ft
2448 11/24/15 9:45 UMORE OB Well 874.454 ft
2449 11/24/15 9:50 UMORE OB Well 874.469 ft
2450 11/24/15 9:55 UMORE OB Well 874.439 ft
AET Project No. 03-05081 Page E158 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2451 11/24/15 10:00 UMORE OB Well 874.454 ft
2452 11/24/15 10:05 UMORE OB Well 874.454 ft
2453 11/24/15 10:15 UMORE OB Well 874.439 ft
2454 11/24/15 10:20 UMORE OB Well 874.454 ft
2455 11/24/15 10:25 UMORE OB Well 874.454 ft
2456 11/24/15 10:30 UMORE OB Well 874.439 ft
2457 11/24/15 10:35 UMORE OB Well 874.454 ft
2458 11/24/15 10:40 UMORE OB Well 874.454 ft
2459 11/24/15 10:45 UMORE OB Well 874.484 ft
2460 11/24/15 10:50 UMORE OB Well 874.454 ft
2461 11/24/15 10:55 UMORE OB Well 874.469 ft
2462 11/24/15 11:00 UMORE OB Well 874.469 ft
2463 11/24/15 11:05 UMORE OB Well 874.454 ft
2464 11/24/15 11:15 UMORE OB Well 874.484 ft
2465 11/24/15 11:30 UMORE OB Well 874.469 ft
2466 11/24/15 11:35 UMORE OB Well 874.454 ft
2467 11/24/15 11:40 UMORE OB Well 874.469 ft
2468 11/24/15 11:45 UMORE OB Well 874.454 ft
2469 11/24/15 11:50 UMORE OB Well 874.469 ft
2470 11/24/15 11:55 UMORE OB Well 874.469 ft
2471 11/24/15 12:00 UMORE OB Well 874.469 ft
2472 11/24/15 12:05 UMORE OB Well 874.469 ft
2473 11/24/15 12:15 UMORE OB Well 874.454 ft
2474 11/24/15 12:20 UMORE OB Well 874.454 ft
2475 11/24/15 12:25 UMORE OB Well 874.454 ft
2476 11/24/15 12:30 UMORE OB Well 874.469 ft
2477 11/24/15 12:35 UMORE OB Well 874.469 ft
2478 11/24/15 12:40 UMORE OB Well 874.454 ft
2479 11/24/15 12:45 UMORE OB Well 874.469 ft
2480 11/24/15 12:50 UMORE OB Well 874.469 ft
2481 11/24/15 12:55 UMORE OB Well 874.469 ft
2482 11/24/15 13:00 UMORE OB Well 874.484 ft
2483 11/24/15 13:05 UMORE OB Well 874.469 ft
2484 11/24/15 13:15 UMORE OB Well 874.469 ft
2485 11/24/15 13:20 UMORE OB Well 874.469 ft
2486 11/24/15 13:25 UMORE OB Well 874.484 ft
2487 11/24/15 13:30 UMORE OB Well 874.469 ft
2488 11/24/15 13:35 UMORE OB Well 874.454 ft
2489 11/24/15 13:40 UMORE OB Well 874.469 ft
2490 11/24/15 13:45 UMORE OB Well 874.484 ft
2491 11/24/15 13:50 UMORE OB Well 874.469 ft
2492 11/24/15 13:55 UMORE OB Well 874.469 ft
2493 11/24/15 14:00 UMORE OB Well 874.484 ft
2494 11/24/15 14:05 UMORE OB Well 874.484 ft
2495 11/24/15 14:15 UMORE OB Well 874.469 ft
AET Project No. 03-05081 Page E159 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2496 11/24/15 14:20 UMORE OB Well 874.469 ft
2497 11/24/15 14:25 UMORE OB Well 874.469 ft
2498 11/24/15 14:30 UMORE OB Well 874.469 ft
2499 11/24/15 14:35 UMORE OB Well 874.454 ft
2500 11/24/15 14:40 UMORE OB Well 874.469 ft
2501 11/24/15 14:45 UMORE OB Well 874.469 ft
2502 11/24/15 14:50 UMORE OB Well 874.469 ft
2503 11/24/15 14:55 UMORE OB Well 874.469 ft
2504 11/24/15 15:00 UMORE OB Well 874.469 ft
2505 11/24/15 15:05 UMORE OB Well 874.469 ft
2506 11/24/15 15:15 UMORE OB Well 874.454 ft
2507 11/24/15 15:20 UMORE OB Well 874.454 ft
2508 11/24/15 15:25 UMORE OB Well 874.454 ft
2509 11/24/15 15:30 UMORE OB Well 874.469 ft
2510 11/24/15 15:35 UMORE OB Well 874.469 ft
2511 11/24/15 15:40 UMORE OB Well 874.469 ft
2512 11/24/15 15:45 UMORE OB Well 874.469 ft
2513 11/24/15 15:50 UMORE OB Well 874.469 ft
2514 11/24/15 15:55 UMORE OB Well 874.469 ft
2515 11/24/15 16:00 UMORE OB Well 874.484 ft
2516 11/24/15 16:05 UMORE OB Well 874.484 ft
2517 11/24/15 16:15 UMORE OB Well 874.484 ft
2518 11/24/15 16:20 UMORE OB Well 874.469 ft
2519 11/24/15 16:25 UMORE OB Well 874.484 ft
2520 11/24/15 16:30 UMORE OB Well 874.469 ft
2521 11/24/15 16:35 UMORE OB Well 874.469 ft
2522 11/24/15 16:40 UMORE OB Well 874.469 ft
2523 11/24/15 16:45 UMORE OB Well 874.484 ft
2524 11/24/15 16:50 UMORE OB Well 874.484 ft
2525 11/24/15 16:55 UMORE OB Well 874.469 ft
2526 11/24/15 17:00 UMORE OB Well 874.484 ft
2527 11/24/15 17:05 UMORE OB Well 874.484 ft
2528 11/24/15 17:15 UMORE OB Well 874.469 ft
2529 11/24/15 17:20 UMORE OB Well 874.454 ft
2530 11/24/15 17:25 UMORE OB Well 874.484 ft
2531 11/24/15 17:30 UMORE OB Well 874.484 ft
2532 11/24/15 17:35 UMORE OB Well 874.484 ft
2533 11/24/15 17:40 UMORE OB Well 874.469 ft
2534 11/24/15 17:45 UMORE OB Well 874.484 ft
2535 11/24/15 17:50 UMORE OB Well 874.469 ft
2536 11/24/15 17:55 UMORE OB Well 874.484 ft
2537 11/24/15 18:00 UMORE OB Well 874.439 ft
2538 11/24/15 18:05 UMORE OB Well 874.484 ft
2539 11/24/15 18:15 UMORE OB Well 874.484 ft
2540 11/24/15 18:20 UMORE OB Well 874.5 ft
AET Project No. 03-05081 Page E160 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2541 11/24/15 18:25 UMORE OB Well 874.5 ft
2542 11/24/15 18:30 UMORE OB Well 874.484 ft
2543 11/24/15 18:35 UMORE OB Well 874.484 ft
2544 11/24/15 18:40 UMORE OB Well 874.484 ft
2545 11/24/15 18:45 UMORE OB Well 874.5 ft
2546 11/24/15 18:50 UMORE OB Well 874.484 ft
2547 11/24/15 18:55 UMORE OB Well 874.5 ft
2548 11/24/15 18:55 UMORE OB Well 874.515 ft
2549 11/24/15 19:00 UMORE OB Well 874.5 ft
2550 11/24/15 19:05 UMORE OB Well 874.5 ft
2551 11/24/15 19:15 UMORE OB Well 874.515 ft
2552 11/24/15 19:20 UMORE OB Well 874.515 ft
2553 11/24/15 19:25 UMORE OB Well 874.53 ft
2554 11/24/15 19:30 UMORE OB Well 874.515 ft
2555 11/24/15 19:35 UMORE OB Well 874.515 ft
2556 11/24/15 19:40 UMORE OB Well 874.53 ft
2557 11/24/15 19:40 UMORE OB Well 874.53 ft
2558 11/24/15 19:45 UMORE OB Well 874.53 ft
2559 11/24/15 19:50 UMORE OB Well 874.515 ft
2560 11/24/15 19:55 UMORE OB Well 874.53 ft
2561 11/24/15 20:00 UMORE OB Well 874.53 ft
2562 11/24/15 20:05 UMORE OB Well 874.515 ft
2563 11/24/15 20:15 UMORE OB Well 874.53 ft
2564 11/24/15 20:20 UMORE OB Well 874.53 ft
2565 11/24/15 20:25 UMORE OB Well 874.545 ft
2566 11/24/15 20:25 UMORE OB Well 874.545 ft
2567 11/24/15 20:30 UMORE OB Well 874.561 ft
2568 11/24/15 20:35 UMORE OB Well 874.545 ft
2569 11/24/15 20:40 UMORE OB Well 874.545 ft
2570 11/24/15 20:45 UMORE OB Well 874.561 ft
2571 11/24/15 20:50 UMORE OB Well 874.545 ft
2572 11/24/15 20:55 UMORE OB Well 874.561 ft
2573 11/24/15 21:05 UMORE OB Well 874.545 ft
2574 11/24/15 21:15 UMORE OB Well 874.561 ft
2575 11/24/15 21:20 UMORE OB Well 874.561 ft
2576 11/24/15 21:25 UMORE OB Well 874.576 ft
2577 11/24/15 21:30 UMORE OB Well 874.576 ft
2578 11/24/15 21:35 UMORE OB Well 874.561 ft
2579 11/24/15 21:40 UMORE OB Well 874.561 ft
2580 11/24/15 21:45 UMORE OB Well 874.561 ft
2581 11/24/15 21:50 UMORE OB Well 874.561 ft
2582 11/24/15 21:55 UMORE OB Well 874.561 ft
2583 11/24/15 22:00 UMORE OB Well 874.576 ft
2584 11/24/15 22:05 UMORE OB Well 874.561 ft
2585 11/24/15 22:15 UMORE OB Well 874.576 ft
AET Project No. 03-05081 Page E161 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2586 11/24/15 22:20 UMORE OB Well 874.576 ft
2587 11/24/15 22:25 UMORE OB Well 874.576 ft
2588 11/24/15 22:30 UMORE OB Well 874.576 ft
2589 11/24/15 22:35 UMORE OB Well 874.591 ft
2590 11/24/15 22:40 UMORE OB Well 874.606 ft
2591 11/24/15 22:45 UMORE OB Well 874.606 ft
2592 11/24/15 22:50 UMORE OB Well 874.591 ft
2593 11/24/15 22:55 UMORE OB Well 874.606 ft
2594 11/24/15 23:00 UMORE OB Well 874.591 ft
2595 11/24/15 23:05 UMORE OB Well 874.606 ft
2596 11/24/15 23:15 UMORE OB Well 874.606 ft
2597 11/24/15 23:20 UMORE OB Well 874.622 ft
2598 11/24/15 23:25 UMORE OB Well 874.606 ft
2599 11/24/15 23:30 UMORE OB Well 874.622 ft
2600 11/24/15 23:35 UMORE OB Well 874.622 ft
2601 11/24/15 23:40 UMORE OB Well 874.622 ft
2602 11/24/15 23:45 UMORE OB Well 874.606 ft
2603 11/24/15 23:50 UMORE OB Well 874.622 ft
2604 11/24/15 23:55 UMORE OB Well 874.606 ft
2605 11/25/15 0:00 UMORE OB Well 874.622 ft
2606 11/25/15 0:05 UMORE OB Well 874.637 ft
2607 11/25/15 0:15 UMORE OB Well 874.637 ft
2608 11/25/15 0:20 UMORE OB Well 874.637 ft
2609 11/25/15 0:25 UMORE OB Well 874.622 ft
2610 11/25/15 0:30 UMORE OB Well 874.622 ft
2611 11/25/15 0:35 UMORE OB Well 874.622 ft
2612 11/25/15 0:40 UMORE OB Well 874.622 ft
2613 11/25/15 0:45 UMORE OB Well 874.622 ft
2614 11/25/15 0:50 UMORE OB Well 874.622 ft
2615 11/25/15 0:55 UMORE OB Well 874.622 ft
2616 11/25/15 1:00 UMORE OB Well 874.622 ft
2617 11/25/15 1:05 UMORE OB Well 874.622 ft
2618 11/25/15 1:15 UMORE OB Well 874.606 ft
2619 11/25/15 1:20 UMORE OB Well 874.606 ft
2620 11/25/15 1:25 UMORE OB Well 874.622 ft
2621 11/25/15 1:30 UMORE OB Well 874.591 ft
2622 11/25/15 1:35 UMORE OB Well 874.591 ft
2623 11/25/15 1:40 UMORE OB Well 874.591 ft
2624 11/25/15 1:45 UMORE OB Well 874.576 ft
2625 11/25/15 1:50 UMORE OB Well 874.591 ft
2626 11/25/15 1:55 UMORE OB Well 874.606 ft
2627 11/25/15 2:00 UMORE OB Well 874.591 ft
2628 11/25/15 2:05 UMORE OB Well 874.591 ft
2629 11/25/15 2:15 UMORE OB Well 874.591 ft
2630 11/25/15 2:20 UMORE OB Well 874.576 ft
AET Project No. 03-05081 Page E162 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2631 11/25/15 2:25 UMORE OB Well 874.591 ft
2632 11/25/15 2:30 UMORE OB Well 874.576 ft
2633 11/25/15 2:35 UMORE OB Well 874.576 ft
2634 11/25/15 2:40 UMORE OB Well 874.576 ft
2635 11/25/15 2:45 UMORE OB Well 874.576 ft
2636 11/25/15 2:50 UMORE OB Well 874.576 ft
2637 11/25/15 2:55 UMORE OB Well 874.591 ft
2638 11/25/15 3:00 UMORE OB Well 874.561 ft
2639 11/25/15 3:05 UMORE OB Well 874.576 ft
2640 11/25/15 3:15 UMORE OB Well 874.576 ft
2641 11/25/15 3:20 UMORE OB Well 874.576 ft
2642 11/25/15 3:25 UMORE OB Well 874.576 ft
2643 11/25/15 3:30 UMORE OB Well 874.576 ft
2644 11/25/15 3:35 UMORE OB Well 874.591 ft
2645 11/25/15 3:40 UMORE OB Well 874.561 ft
2646 11/25/15 3:45 UMORE OB Well 874.576 ft
2647 11/25/15 3:50 UMORE OB Well 874.576 ft
2648 11/25/15 3:55 UMORE OB Well 874.561 ft
2649 11/25/15 4:00 UMORE OB Well 874.561 ft
2650 11/25/15 4:05 UMORE OB Well 874.561 ft
2651 11/25/15 4:15 UMORE OB Well 874.576 ft
2652 11/25/15 4:20 UMORE OB Well 874.561 ft
2653 11/25/15 4:25 UMORE OB Well 874.561 ft
2654 11/25/15 4:30 UMORE OB Well 874.561 ft
2655 11/25/15 4:35 UMORE OB Well 874.576 ft
2656 11/25/15 4:40 UMORE OB Well 874.561 ft
2657 11/25/15 4:45 UMORE OB Well 874.561 ft
2658 11/25/15 4:50 UMORE OB Well 874.561 ft
2659 11/25/15 4:55 UMORE OB Well 874.561 ft
2660 11/25/15 5:00 UMORE OB Well 874.561 ft
2661 11/25/15 5:05 UMORE OB Well 874.561 ft
2662 11/25/15 5:15 UMORE OB Well 874.576 ft
2663 11/25/15 5:20 UMORE OB Well 874.591 ft
2664 11/25/15 5:25 UMORE OB Well 874.591 ft
2665 11/25/15 5:30 UMORE OB Well 874.591 ft
2666 11/25/15 5:35 UMORE OB Well 874.591 ft
2667 11/25/15 5:40 UMORE OB Well 874.591 ft
2668 11/25/15 5:45 UMORE OB Well 874.606 ft
2669 11/25/15 5:50 UMORE OB Well 874.606 ft
2670 11/25/15 5:55 UMORE OB Well 874.591 ft
2671 11/25/15 6:00 UMORE OB Well 874.591 ft
2672 11/25/15 6:05 UMORE OB Well 874.591 ft
2673 11/25/15 6:15 UMORE OB Well 874.591 ft
2674 11/25/15 6:20 UMORE OB Well 874.606 ft
2675 11/25/15 6:25 UMORE OB Well 874.622 ft
AET Project No. 03-05081 Page E163 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2676 11/25/15 6:30 UMORE OB Well 874.606 ft
2677 11/25/15 6:35 UMORE OB Well 874.622 ft
2678 11/25/15 6:40 UMORE OB Well 874.622 ft
2679 11/25/15 6:45 UMORE OB Well 874.606 ft
2680 11/25/15 6:50 UMORE OB Well 874.591 ft
2681 11/25/15 6:55 UMORE OB Well 874.622 ft
2682 11/25/15 7:00 UMORE OB Well 874.606 ft
2683 11/25/15 7:05 UMORE OB Well 874.606 ft
2684 11/25/15 7:15 UMORE OB Well 874.606 ft
2685 11/25/15 7:20 UMORE OB Well 874.622 ft
2686 11/25/15 7:25 UMORE OB Well 874.622 ft
2687 11/25/15 7:30 UMORE OB Well 874.622 ft
2688 11/25/15 7:35 UMORE OB Well 874.622 ft
2689 11/25/15 7:35 UMORE OB Well 874.622 ft
2690 11/25/15 7:40 UMORE OB Well 874.622 ft
2691 11/25/15 7:45 UMORE OB Well 874.622 ft
2692 11/25/15 7:50 UMORE OB Well 874.637 ft
2693 11/25/15 7:55 UMORE OB Well 874.622 ft
2694 11/25/15 8:00 UMORE OB Well 874.606 ft
2695 11/25/15 8:05 UMORE OB Well 874.606 ft
2696 11/25/15 8:15 UMORE OB Well 874.622 ft
2697 11/25/15 8:20 UMORE OB Well 874.606 ft
2698 11/25/15 8:20 UMORE OB Well 874.606 ft
2699 11/25/15 8:25 UMORE OB Well 874.622 ft
2700 11/25/15 8:30 UMORE OB Well 874.622 ft
2701 11/25/15 8:35 UMORE OB Well 874.637 ft
2702 11/25/15 8:40 UMORE OB Well 874.637 ft
2703 11/25/15 8:45 UMORE OB Well 874.622 ft
2704 11/25/15 8:50 UMORE OB Well 874.606 ft
2705 11/25/15 8:55 UMORE OB Well 874.622 ft
2706 11/25/15 9:00 UMORE OB Well 874.606 ft
2707 11/25/15 9:05 UMORE OB Well 874.622 ft
2708 11/25/15 9:05 UMORE OB Well 874.606 ft
2709 11/25/15 9:20 UMORE OB Well 874.622 ft
2710 11/25/15 9:25 UMORE OB Well 874.606 ft
2711 11/25/15 9:30 UMORE OB Well 874.606 ft
2712 11/25/15 9:35 UMORE OB Well 874.606 ft
2713 11/25/15 9:40 UMORE OB Well 874.606 ft
2714 11/25/15 9:45 UMORE OB Well 874.622 ft
2715 11/25/15 9:50 UMORE OB Well 874.622 ft
2716 11/25/15 9:55 UMORE OB Well 874.606 ft
2717 11/25/15 10:00 UMORE OB Well 874.591 ft
2718 11/25/15 10:05 UMORE OB Well 874.591 ft
2719 11/25/15 10:15 UMORE OB Well 874.591 ft
2720 11/25/15 10:20 UMORE OB Well 874.576 ft
AET Project No. 03-05081 Page E164 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2721 11/25/15 10:25 UMORE OB Well 874.576 ft
2722 11/25/15 10:30 UMORE OB Well 874.591 ft
2723 11/25/15 10:35 UMORE OB Well 874.576 ft
2724 11/25/15 10:40 UMORE OB Well 874.576 ft
2725 11/25/15 10:45 UMORE OB Well 874.576 ft
2726 11/25/15 10:50 UMORE OB Well 874.576 ft
2727 11/25/15 10:55 UMORE OB Well 874.561 ft
2728 11/25/15 11:00 UMORE OB Well 874.545 ft
2729 11/25/15 11:05 UMORE OB Well 874.561 ft
2730 11/25/15 11:15 UMORE OB Well 874.561 ft
2731 11/25/15 11:20 UMORE OB Well 874.545 ft
2732 11/25/15 11:25 UMORE OB Well 874.545 ft
2733 11/25/15 11:30 UMORE OB Well 874.561 ft
2734 11/25/15 11:35 UMORE OB Well 874.545 ft
2735 11/25/15 11:40 UMORE OB Well 874.545 ft
2736 11/25/15 11:45 UMORE OB Well 874.545 ft
2737 11/25/15 11:50 UMORE OB Well 874.561 ft
2738 11/25/15 11:55 UMORE OB Well 874.545 ft
2739 11/25/15 12:00 UMORE OB Well 874.545 ft
2740 11/25/15 12:05 UMORE OB Well 874.545 ft
2741 11/25/15 12:15 UMORE OB Well 874.545 ft
2742 11/25/15 12:20 UMORE OB Well 874.53 ft
2743 11/25/15 12:25 UMORE OB Well 874.53 ft
2744 11/25/15 12:30 UMORE OB Well 874.561 ft
2745 11/25/15 12:35 UMORE OB Well 874.545 ft
2746 11/25/15 12:40 UMORE OB Well 874.545 ft
2747 11/25/15 12:45 UMORE OB Well 874.53 ft
2748 11/25/15 12:50 UMORE OB Well 874.53 ft
2749 11/25/15 12:55 UMORE OB Well 874.53 ft
2750 11/25/15 13:00 UMORE OB Well 874.515 ft
2751 11/25/15 13:05 UMORE OB Well 874.515 ft
2752 11/25/15 13:15 UMORE OB Well 874.545 ft
2753 11/25/15 13:20 UMORE OB Well 874.53 ft
2754 11/25/15 13:25 UMORE OB Well 874.53 ft
2755 11/25/15 13:30 UMORE OB Well 874.53 ft
2756 11/25/15 13:35 UMORE OB Well 874.53 ft
2757 11/25/15 13:40 UMORE OB Well 874.53 ft
2758 11/25/15 13:45 UMORE OB Well 874.545 ft
2759 11/25/15 13:50 UMORE OB Well 874.515 ft
2760 11/25/15 13:55 UMORE OB Well 874.53 ft
2761 11/25/15 14:00 UMORE OB Well 874.53 ft
2762 11/25/15 14:05 UMORE OB Well 874.515 ft
2763 11/25/15 14:15 UMORE OB Well 874.515 ft
2764 11/25/15 14:20 UMORE OB Well 874.53 ft
2765 11/25/15 14:25 UMORE OB Well 874.515 ft
AET Project No. 03-05081 Page E165 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2766 11/25/15 14:30 UMORE OB Well 874.53 ft
2767 11/25/15 14:35 UMORE OB Well 874.53 ft
2768 11/25/15 14:40 UMORE OB Well 874.515 ft
2769 11/25/15 14:45 UMORE OB Well 874.515 ft
2770 11/25/15 14:50 UMORE OB Well 874.5 ft
2771 11/25/15 14:55 UMORE OB Well 874.5 ft
2772 11/25/15 15:00 UMORE OB Well 874.515 ft
2773 11/25/15 15:05 UMORE OB Well 874.484 ft
2774 11/25/15 15:15 UMORE OB Well 874.484 ft
2775 11/25/15 15:20 UMORE OB Well 874.5 ft
2776 11/25/15 15:25 UMORE OB Well 874.5 ft
2777 11/25/15 15:30 UMORE OB Well 874.5 ft
2778 11/25/15 15:35 UMORE OB Well 874.484 ft
2779 11/25/15 15:40 UMORE OB Well 874.5 ft
2780 11/25/15 15:45 UMORE OB Well 874.469 ft
2781 11/25/15 15:50 UMORE OB Well 874.484 ft
2782 11/25/15 15:55 UMORE OB Well 874.484 ft
2783 11/25/15 16:00 UMORE OB Well 874.484 ft
2784 11/25/15 16:05 UMORE OB Well 874.484 ft
2785 11/25/15 16:15 UMORE OB Well 874.469 ft
2786 11/25/15 16:20 UMORE OB Well 874.454 ft
2787 11/25/15 16:25 UMORE OB Well 874.454 ft
2788 11/25/15 16:30 UMORE OB Well 874.454 ft
2789 11/25/15 16:35 UMORE OB Well 874.454 ft
2790 11/25/15 16:40 UMORE OB Well 874.454 ft
2791 11/25/15 16:45 UMORE OB Well 874.454 ft
2792 11/25/15 16:50 UMORE OB Well 874.454 ft
2793 11/25/15 16:55 UMORE OB Well 874.454 ft
2794 11/25/15 17:00 UMORE OB Well 874.454 ft
2795 11/25/15 17:05 UMORE OB Well 874.454 ft
2796 11/25/15 17:15 UMORE OB Well 874.454 ft
2797 11/25/15 17:20 UMORE OB Well 874.454 ft
2798 11/25/15 17:25 UMORE OB Well 874.439 ft
2799 11/25/15 17:30 UMORE OB Well 874.439 ft
2800 11/25/15 17:35 UMORE OB Well 874.454 ft
2801 11/25/15 17:40 UMORE OB Well 874.454 ft
2802 11/25/15 17:45 UMORE OB Well 874.423 ft
2803 11/25/15 17:50 UMORE OB Well 874.439 ft
2804 11/25/15 17:55 UMORE OB Well 874.439 ft
2805 11/25/15 18:00 UMORE OB Well 874.393 ft
2806 11/25/15 18:05 UMORE OB Well 874.454 ft
2807 11/25/15 18:15 UMORE OB Well 874.439 ft
2808 11/25/15 18:20 UMORE OB Well 874.454 ft
2809 11/25/15 18:25 UMORE OB Well 874.439 ft
2810 11/25/15 18:30 UMORE OB Well 874.439 ft
AET Project No. 03-05081 Page E166 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2811 11/25/15 18:35 UMORE OB Well 874.454 ft
2812 11/26/15 1:00 UMORE OB Well 874.377 ft
2813 11/26/15 1:05 UMORE OB Well 874.377 ft
2814 11/26/15 1:15 UMORE OB Well 874.362 ft
2815 11/26/15 1:20 UMORE OB Well 874.362 ft
2816 11/26/15 1:25 UMORE OB Well 874.362 ft
2817 11/26/15 1:30 UMORE OB Well 874.362 ft
2818 11/26/15 1:35 UMORE OB Well 874.347 ft
2819 11/26/15 1:40 UMORE OB Well 874.362 ft
2820 11/26/15 1:45 UMORE OB Well 874.347 ft
2821 11/26/15 1:50 UMORE OB Well 874.362 ft
2822 11/26/15 1:55 UMORE OB Well 874.347 ft
2823 11/26/15 2:00 UMORE OB Well 874.362 ft
2824 11/26/15 2:05 UMORE OB Well 874.362 ft
2825 11/26/15 2:15 UMORE OB Well 874.362 ft
2826 11/26/15 2:20 UMORE OB Well 874.362 ft
2827 11/26/15 2:25 UMORE OB Well 874.347 ft
2828 11/26/15 2:30 UMORE OB Well 874.347 ft
2829 11/26/15 2:35 UMORE OB Well 874.362 ft
2830 11/26/15 2:40 UMORE OB Well 874.347 ft
2831 11/26/15 2:45 UMORE OB Well 874.347 ft
2832 11/26/15 2:50 UMORE OB Well 874.347 ft
2833 11/26/15 2:55 UMORE OB Well 874.347 ft
2834 11/26/15 3:00 UMORE OB Well 874.347 ft
2835 11/26/15 3:05 UMORE OB Well 874.377 ft
2836 11/26/15 3:15 UMORE OB Well 874.377 ft
2837 11/26/15 3:20 UMORE OB Well 874.377 ft
2838 11/26/15 3:25 UMORE OB Well 874.362 ft
2839 11/26/15 3:30 UMORE OB Well 874.377 ft
2840 11/26/15 3:35 UMORE OB Well 874.393 ft
2841 11/26/15 3:40 UMORE OB Well 874.377 ft
2842 11/26/15 3:45 UMORE OB Well 874.393 ft
2843 11/26/15 3:50 UMORE OB Well 874.393 ft
2844 11/26/15 3:55 UMORE OB Well 874.393 ft
2845 11/26/15 4:00 UMORE OB Well 874.393 ft
2846 11/26/15 4:05 UMORE OB Well 874.393 ft
2847 11/26/15 4:15 UMORE OB Well 874.408 ft
2848 11/26/15 4:20 UMORE OB Well 874.393 ft
2849 11/26/15 4:25 UMORE OB Well 874.408 ft
2850 11/26/15 4:30 UMORE OB Well 874.408 ft
2851 11/26/15 4:35 UMORE OB Well 874.408 ft
2852 11/26/15 4:40 UMORE OB Well 874.423 ft
2853 11/26/15 4:45 UMORE OB Well 874.408 ft
2854 11/26/15 4:50 UMORE OB Well 874.439 ft
2855 11/26/15 4:55 UMORE OB Well 874.439 ft
AET Project No. 03-05081 Page E167 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2856 11/26/15 5:00 UMORE OB Well 874.439 ft
2857 11/26/15 5:05 UMORE OB Well 874.423 ft
2858 11/26/15 5:15 UMORE OB Well 874.439 ft
2859 11/26/15 5:20 UMORE OB Well 874.423 ft
2860 11/26/15 5:25 UMORE OB Well 874.439 ft
2861 11/26/15 5:30 UMORE OB Well 874.423 ft
2862 11/26/15 5:35 UMORE OB Well 874.423 ft
2863 11/26/15 5:40 UMORE OB Well 874.439 ft
2864 11/26/15 5:45 UMORE OB Well 874.423 ft
2865 11/26/15 5:50 UMORE OB Well 874.439 ft
2866 11/26/15 5:55 UMORE OB Well 874.423 ft
2867 11/26/15 6:00 UMORE OB Well 874.423 ft
2868 11/26/15 6:05 UMORE OB Well 874.439 ft
2869 11/26/15 6:15 UMORE OB Well 874.423 ft
2870 11/26/15 6:20 UMORE OB Well 874.439 ft
2871 11/26/15 6:25 UMORE OB Well 874.423 ft
2872 11/26/15 6:30 UMORE OB Well 874.439 ft
2873 11/26/15 6:35 UMORE OB Well 874.454 ft
2874 11/26/15 6:40 UMORE OB Well 874.439 ft
2875 11/26/15 6:45 UMORE OB Well 874.454 ft
2876 11/26/15 6:50 UMORE OB Well 874.439 ft
2877 11/26/15 6:55 UMORE OB Well 874.469 ft
2878 11/26/15 7:00 UMORE OB Well 874.439 ft
2879 11/26/15 7:05 UMORE OB Well 874.454 ft
2880 11/26/15 7:15 UMORE OB Well 874.454 ft
2881 11/26/15 7:20 UMORE OB Well 874.454 ft
2882 11/26/15 7:25 UMORE OB Well 874.454 ft
2883 11/26/15 7:30 UMORE OB Well 874.439 ft
2884 11/26/15 7:35 UMORE OB Well 874.439 ft
2885 11/26/15 7:40 UMORE OB Well 874.423 ft
2886 11/26/15 7:45 UMORE OB Well 874.439 ft
2887 11/26/15 7:50 UMORE OB Well 874.423 ft
2888 11/26/15 7:55 UMORE OB Well 874.439 ft
2889 11/26/15 8:00 UMORE OB Well 874.439 ft
2890 11/26/15 8:05 UMORE OB Well 874.439 ft
2891 11/26/15 8:15 UMORE OB Well 874.454 ft
2892 11/26/15 8:20 UMORE OB Well 874.454 ft
2893 11/26/15 8:25 UMORE OB Well 874.454 ft
2894 11/26/15 8:30 UMORE OB Well 874.454 ft
2895 11/26/15 8:35 UMORE OB Well 874.469 ft
2896 11/26/15 8:40 UMORE OB Well 874.454 ft
2897 11/26/15 8:45 UMORE OB Well 874.454 ft
2898 11/26/15 8:50 UMORE OB Well 874.454 ft
2899 11/26/15 8:55 UMORE OB Well 874.469 ft
2900 11/26/15 8:55 UMORE OB Well 874.469 ft
AET Project No. 03-05081 Page E168 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2901 11/26/15 9:00 UMORE OB Well 874.469 ft
2902 11/26/15 9:05 UMORE OB Well 874.484 ft
2903 11/26/15 9:15 UMORE OB Well 874.469 ft
2904 11/26/15 9:20 UMORE OB Well 874.469 ft
2905 11/26/15 9:25 UMORE OB Well 874.469 ft
2906 11/26/15 9:30 UMORE OB Well 874.469 ft
2907 11/26/15 9:35 UMORE OB Well 874.439 ft
2908 11/26/15 9:40 UMORE OB Well 874.439 ft
2909 11/26/15 9:45 UMORE OB Well 874.439 ft
2910 11/26/15 9:50 UMORE OB Well 874.454 ft
2911 11/26/15 9:55 UMORE OB Well 874.439 ft
2912 11/26/15 10:00 UMORE OB Well 874.454 ft
2913 11/26/15 10:05 UMORE OB Well 874.439 ft
2914 11/26/15 10:15 UMORE OB Well 874.439 ft
2915 11/26/15 10:20 UMORE OB Well 874.439 ft
2916 11/26/15 10:25 UMORE OB Well 874.439 ft
2917 11/26/15 10:30 UMORE OB Well 874.439 ft
2918 11/26/15 10:35 UMORE OB Well 874.454 ft
2919 11/26/15 10:40 UMORE OB Well 874.454 ft
2920 11/26/15 10:45 UMORE OB Well 874.454 ft
2921 11/26/15 10:50 UMORE OB Well 874.454 ft
2922 11/26/15 10:55 UMORE OB Well 874.454 ft
2923 11/26/15 11:00 UMORE OB Well 874.454 ft
2924 11/26/15 11:05 UMORE OB Well 874.439 ft
2925 11/26/15 11:15 UMORE OB Well 874.454 ft
2926 11/26/15 11:20 UMORE OB Well 874.454 ft
2927 11/26/15 11:25 UMORE OB Well 874.454 ft
2928 11/26/15 11:30 UMORE OB Well 874.454 ft
2929 11/26/15 11:35 UMORE OB Well 874.439 ft
2930 11/26/15 11:40 UMORE OB Well 874.454 ft
2931 11/26/15 11:45 UMORE OB Well 874.454 ft
2932 11/26/15 11:50 UMORE OB Well 874.439 ft
2933 11/26/15 11:55 UMORE OB Well 874.439 ft
2934 11/26/15 12:00 UMORE OB Well 874.439 ft
2935 11/26/15 12:05 UMORE OB Well 874.439 ft
2936 11/26/15 12:15 UMORE OB Well 874.439 ft
2937 11/26/15 12:20 UMORE OB Well 874.423 ft
2938 11/26/15 12:25 UMORE OB Well 874.408 ft
2939 11/26/15 12:30 UMORE OB Well 874.423 ft
2940 11/26/15 12:35 UMORE OB Well 874.408 ft
2941 11/26/15 12:40 UMORE OB Well 874.393 ft
2942 11/26/15 12:45 UMORE OB Well 874.408 ft
2943 11/26/15 12:50 UMORE OB Well 874.408 ft
2944 11/26/15 12:55 UMORE OB Well 874.408 ft
2945 11/26/15 13:00 UMORE OB Well 874.423 ft
AET Project No. 03-05081 Page E169 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2946 11/26/15 13:05 UMORE OB Well 874.408 ft
2947 11/26/15 13:15 UMORE OB Well 874.377 ft
2948 11/26/15 13:20 UMORE OB Well 874.393 ft
2949 11/26/15 13:25 UMORE OB Well 874.393 ft
2950 11/26/15 13:30 UMORE OB Well 874.393 ft
2951 11/26/15 13:35 UMORE OB Well 874.393 ft
2952 11/26/15 13:40 UMORE OB Well 874.377 ft
2953 11/26/15 13:45 UMORE OB Well 874.393 ft
2954 11/26/15 13:50 UMORE OB Well 874.393 ft
2955 11/26/15 13:55 UMORE OB Well 874.377 ft
2956 11/26/15 14:00 UMORE OB Well 874.377 ft
2957 11/26/15 14:05 UMORE OB Well 874.377 ft
2958 11/26/15 14:15 UMORE OB Well 874.377 ft
2959 11/26/15 14:20 UMORE OB Well 874.362 ft
2960 11/26/15 14:25 UMORE OB Well 874.377 ft
2961 11/26/15 14:30 UMORE OB Well 874.377 ft
2962 11/26/15 14:35 UMORE OB Well 874.377 ft
2963 11/26/15 14:40 UMORE OB Well 874.362 ft
2964 11/26/15 14:45 UMORE OB Well 874.362 ft
2965 11/26/15 14:50 UMORE OB Well 874.347 ft
2966 11/26/15 14:55 UMORE OB Well 874.362 ft
2967 11/26/15 15:00 UMORE OB Well 874.362 ft
2968 11/26/15 15:05 UMORE OB Well 874.347 ft
2969 11/26/15 15:15 UMORE OB Well 874.347 ft
2970 11/26/15 15:20 UMORE OB Well 874.347 ft
2971 11/26/15 15:25 UMORE OB Well 874.362 ft
2972 11/26/15 15:30 UMORE OB Well 874.347 ft
2973 11/26/15 15:35 UMORE OB Well 874.362 ft
2974 11/26/15 15:40 UMORE OB Well 874.362 ft
2975 11/26/15 15:45 UMORE OB Well 874.347 ft
2976 11/26/15 15:50 UMORE OB Well 874.347 ft
2977 11/26/15 15:55 UMORE OB Well 874.377 ft
2978 11/26/15 16:00 UMORE OB Well 874.362 ft
2979 11/26/15 16:05 UMORE OB Well 874.362 ft
2980 11/26/15 16:15 UMORE OB Well 874.362 ft
2981 11/26/15 16:20 UMORE OB Well 874.362 ft
2982 11/26/15 16:25 UMORE OB Well 874.362 ft
2983 11/26/15 16:30 UMORE OB Well 874.377 ft
2984 11/26/15 16:35 UMORE OB Well 874.377 ft
2985 11/26/15 16:40 UMORE OB Well 874.377 ft
2986 11/26/15 16:45 UMORE OB Well 874.377 ft
2987 11/26/15 16:50 UMORE OB Well 874.377 ft
2988 11/26/15 16:55 UMORE OB Well 874.362 ft
2989 11/26/15 17:00 UMORE OB Well 874.377 ft
2990 11/26/15 17:05 UMORE OB Well 874.393 ft
AET Project No. 03-05081 Page E170 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
2991 11/26/15 17:15 UMORE OB Well 874.393 ft
2992 11/26/15 17:20 UMORE OB Well 874.393 ft
2993 11/26/15 17:25 UMORE OB Well 874.377 ft
2994 11/26/15 17:30 UMORE OB Well 874.393 ft
2995 11/26/15 17:35 UMORE OB Well 874.393 ft
2996 11/26/15 17:40 UMORE OB Well 874.377 ft
2997 11/26/15 17:45 UMORE OB Well 874.393 ft
2998 11/26/15 17:50 UMORE OB Well 874.393 ft
2999 11/26/15 17:55 UMORE OB Well 874.393 ft
3000 11/26/15 18:00 UMORE OB Well 874.469 ft
3001 11/26/15 18:05 UMORE OB Well 874.393 ft
3002 11/26/15 18:15 UMORE OB Well 874.393 ft
3003 11/26/15 18:20 UMORE OB Well 874.393 ft
3004 11/26/15 18:25 UMORE OB Well 874.408 ft
3005 11/26/15 18:30 UMORE OB Well 874.423 ft
3006 11/26/15 18:35 UMORE OB Well 874.408 ft
3007 11/26/15 18:40 UMORE OB Well 874.393 ft
3008 11/26/15 18:45 UMORE OB Well 874.408 ft
3009 11/26/15 18:50 UMORE OB Well 874.408 ft
3010 11/26/15 18:55 UMORE OB Well 874.393 ft
3011 11/26/15 19:00 UMORE OB Well 874.408 ft
3012 11/26/15 19:05 UMORE OB Well 874.408 ft
3013 11/26/15 19:15 UMORE OB Well 874.423 ft
3014 11/26/15 19:20 UMORE OB Well 874.408 ft
3015 11/26/15 19:25 UMORE OB Well 874.423 ft
3016 11/26/15 19:30 UMORE OB Well 874.423 ft
3017 11/26/15 19:35 UMORE OB Well 874.408 ft
3018 11/26/15 19:40 UMORE OB Well 874.408 ft
3019 11/26/15 19:45 UMORE OB Well 874.423 ft
3020 11/26/15 19:50 UMORE OB Well 874.423 ft
3021 11/26/15 19:55 UMORE OB Well 874.408 ft
3022 11/26/15 20:00 UMORE OB Well 874.408 ft
3023 11/26/15 20:05 UMORE OB Well 874.408 ft
3024 11/26/15 20:15 UMORE OB Well 874.393 ft
3025 11/26/15 20:20 UMORE OB Well 874.408 ft
3026 11/26/15 20:25 UMORE OB Well 874.408 ft
3027 11/26/15 20:30 UMORE OB Well 874.408 ft
3028 11/26/15 20:35 UMORE OB Well 874.408 ft
3029 11/26/15 20:40 UMORE OB Well 874.408 ft
3030 11/26/15 20:45 UMORE OB Well 874.423 ft
3031 11/26/15 20:55 UMORE OB Well 874.408 ft
3032 11/26/15 21:00 UMORE OB Well 874.393 ft
3033 11/26/15 21:05 UMORE OB Well 874.393 ft
3034 11/26/15 21:15 UMORE OB Well 874.393 ft
3035 11/26/15 21:20 UMORE OB Well 874.393 ft
AET Project No. 03-05081 Page E171 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3036 11/26/15 21:25 UMORE OB Well 874.393 ft
3037 11/26/15 21:30 UMORE OB Well 874.393 ft
3038 11/26/15 21:35 UMORE OB Well 874.393 ft
3039 11/26/15 21:35 UMORE OB Well 874.393 ft
3040 11/26/15 21:40 UMORE OB Well 874.408 ft
3041 11/26/15 21:45 UMORE OB Well 874.408 ft
3042 11/26/15 21:50 UMORE OB Well 874.393 ft
3043 11/26/15 21:55 UMORE OB Well 874.393 ft
3044 11/26/15 22:00 UMORE OB Well 874.393 ft
3045 11/26/15 22:05 UMORE OB Well 874.393 ft
3046 11/26/15 22:15 UMORE OB Well 874.393 ft
3047 11/26/15 22:20 UMORE OB Well 874.393 ft
3048 11/26/15 22:25 UMORE OB Well 874.393 ft
3049 11/26/15 22:30 UMORE OB Well 874.393 ft
3050 11/26/15 22:35 UMORE OB Well 874.377 ft
3051 11/26/15 22:40 UMORE OB Well 874.377 ft
3052 11/26/15 22:45 UMORE OB Well 874.393 ft
3053 11/26/15 22:50 UMORE OB Well 874.377 ft
3054 11/26/15 22:55 UMORE OB Well 874.393 ft
3055 11/26/15 23:00 UMORE OB Well 874.377 ft
3056 11/26/15 23:05 UMORE OB Well 874.377 ft
3057 11/26/15 23:15 UMORE OB Well 874.377 ft
3058 11/26/15 23:20 UMORE OB Well 874.347 ft
3059 11/26/15 23:25 UMORE OB Well 874.362 ft
3060 11/26/15 23:30 UMORE OB Well 874.362 ft
3061 11/26/15 23:35 UMORE OB Well 874.347 ft
3062 11/26/15 23:40 UMORE OB Well 874.347 ft
3063 11/26/15 23:45 UMORE OB Well 874.362 ft
3064 11/26/15 23:50 UMORE OB Well 874.347 ft
3065 11/26/15 23:55 UMORE OB Well 874.347 ft
3066 11/27/15 0:00 UMORE OB Well 874.347 ft
3067 11/27/15 0:05 UMORE OB Well 874.332 ft
3068 11/27/15 0:15 UMORE OB Well 874.332 ft
3069 11/27/15 0:20 UMORE OB Well 874.347 ft
3070 11/27/15 0:25 UMORE OB Well 874.332 ft
3071 11/27/15 0:30 UMORE OB Well 874.332 ft
3072 11/27/15 0:35 UMORE OB Well 874.332 ft
3073 11/27/15 0:40 UMORE OB Well 874.316 ft
3074 11/27/15 0:45 UMORE OB Well 874.316 ft
3075 11/27/15 0:50 UMORE OB Well 874.316 ft
3076 11/27/15 0:55 UMORE OB Well 874.316 ft
3077 11/27/15 1:00 UMORE OB Well 874.316 ft
3078 11/27/15 1:05 UMORE OB Well 874.301 ft
3079 11/27/15 1:15 UMORE OB Well 874.316 ft
3080 11/27/15 1:20 UMORE OB Well 874.301 ft
AET Project No. 03-05081 Page E172 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3081 11/27/15 1:25 UMORE OB Well 874.316 ft
3082 11/27/15 1:30 UMORE OB Well 874.316 ft
3083 11/27/15 1:35 UMORE OB Well 874.301 ft
3084 11/27/15 1:40 UMORE OB Well 874.301 ft
3085 11/27/15 1:45 UMORE OB Well 874.316 ft
3086 11/27/15 1:50 UMORE OB Well 874.301 ft
3087 11/27/15 1:55 UMORE OB Well 874.301 ft
3088 11/27/15 2:00 UMORE OB Well 874.316 ft
3089 11/27/15 2:05 UMORE OB Well 874.301 ft
3090 11/27/15 2:15 UMORE OB Well 874.301 ft
3091 11/27/15 2:20 UMORE OB Well 874.301 ft
3092 11/27/15 2:25 UMORE OB Well 874.301 ft
3093 11/27/15 2:30 UMORE OB Well 874.286 ft
3094 11/27/15 2:35 UMORE OB Well 874.286 ft
3095 11/27/15 2:40 UMORE OB Well 874.301 ft
3096 11/27/15 2:45 UMORE OB Well 874.301 ft
3097 11/27/15 2:50 UMORE OB Well 874.286 ft
3098 11/27/15 2:55 UMORE OB Well 874.301 ft
3099 11/27/15 3:00 UMORE OB Well 874.301 ft
3100 11/27/15 3:05 UMORE OB Well 874.301 ft
3101 11/27/15 3:15 UMORE OB Well 874.316 ft
3102 11/27/15 3:20 UMORE OB Well 874.316 ft
3103 11/27/15 3:25 UMORE OB Well 874.316 ft
3104 11/27/15 3:30 UMORE OB Well 874.301 ft
3105 11/27/15 3:35 UMORE OB Well 874.316 ft
3106 11/27/15 3:40 UMORE OB Well 874.316 ft
3107 11/27/15 3:45 UMORE OB Well 874.301 ft
3108 11/27/15 3:50 UMORE OB Well 874.301 ft
3109 11/27/15 3:55 UMORE OB Well 874.316 ft
3110 11/27/15 4:00 UMORE OB Well 874.332 ft
3111 11/27/15 4:05 UMORE OB Well 874.316 ft
3112 11/27/15 4:15 UMORE OB Well 874.332 ft
3113 11/27/15 4:20 UMORE OB Well 874.332 ft
3114 11/27/15 4:25 UMORE OB Well 874.332 ft
3115 11/27/15 4:30 UMORE OB Well 874.347 ft
3116 11/27/15 4:35 UMORE OB Well 874.332 ft
3117 11/27/15 4:40 UMORE OB Well 874.332 ft
3118 11/27/15 4:45 UMORE OB Well 874.347 ft
3119 11/27/15 4:50 UMORE OB Well 874.332 ft
3120 11/27/15 4:55 UMORE OB Well 874.347 ft
3121 11/27/15 5:00 UMORE OB Well 874.347 ft
3122 11/27/15 5:05 UMORE OB Well 874.362 ft
3123 11/27/15 5:15 UMORE OB Well 874.347 ft
3124 11/27/15 5:20 UMORE OB Well 874.362 ft
3125 11/27/15 5:25 UMORE OB Well 874.362 ft
AET Project No. 03-05081 Page E173 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3126 11/27/15 5:30 UMORE OB Well 874.347 ft
3127 11/27/15 5:35 UMORE OB Well 874.362 ft
3128 11/27/15 5:40 UMORE OB Well 874.377 ft
3129 11/27/15 5:45 UMORE OB Well 874.362 ft
3130 11/27/15 5:50 UMORE OB Well 874.377 ft
3131 11/27/15 5:55 UMORE OB Well 874.377 ft
3132 11/27/15 6:14 UMORE OB Well 874.377 ft
3133 11/27/15 6:20 UMORE OB Well 874.377 ft
3134 11/27/15 6:25 UMORE OB Well 874.362 ft
3135 11/27/15 6:30 UMORE OB Well 874.393 ft
3136 11/27/15 6:35 UMORE OB Well 874.377 ft
3137 11/27/15 6:40 UMORE OB Well 874.377 ft
3138 11/27/15 6:45 UMORE OB Well 874.393 ft
3139 11/27/15 6:50 UMORE OB Well 874.377 ft
3140 11/27/15 6:55 UMORE OB Well 874.377 ft
3141 11/27/15 7:00 UMORE OB Well 874.377 ft
3142 11/27/15 7:05 UMORE OB Well 874.377 ft
3143 11/27/15 7:15 UMORE OB Well 874.393 ft
3144 11/27/15 7:20 UMORE OB Well 874.377 ft
3145 11/27/15 7:25 UMORE OB Well 874.393 ft
3146 11/27/15 7:30 UMORE OB Well 874.393 ft
3147 11/27/15 7:35 UMORE OB Well 874.377 ft
3148 11/27/15 7:40 UMORE OB Well 874.393 ft
3149 11/27/15 7:45 UMORE OB Well 874.393 ft
3150 11/27/15 7:50 UMORE OB Well 874.377 ft
3151 11/27/15 7:55 UMORE OB Well 874.393 ft
3152 11/27/15 8:00 UMORE OB Well 874.393 ft
3153 11/27/15 8:05 UMORE OB Well 874.393 ft
3154 11/27/15 8:15 UMORE OB Well 874.393 ft
3155 11/27/15 8:20 UMORE OB Well 874.408 ft
3156 11/27/15 8:25 UMORE OB Well 874.393 ft
3157 11/27/15 8:30 UMORE OB Well 874.393 ft
3158 11/27/15 8:35 UMORE OB Well 874.393 ft
3159 11/27/15 8:40 UMORE OB Well 874.393 ft
3160 11/27/15 8:45 UMORE OB Well 874.393 ft
3161 11/27/15 8:50 UMORE OB Well 874.408 ft
3162 11/27/15 8:55 UMORE OB Well 874.408 ft
3163 11/27/15 9:00 UMORE OB Well 874.393 ft
3164 11/27/15 9:05 UMORE OB Well 874.393 ft
3165 11/27/15 9:15 UMORE OB Well 874.423 ft
3166 11/27/15 9:20 UMORE OB Well 874.408 ft
3167 11/27/15 9:25 UMORE OB Well 874.393 ft
3168 11/27/15 9:30 UMORE OB Well 874.408 ft
3169 11/27/15 9:30 UMORE OB Well 874.393 ft
3170 11/27/15 9:34 UMORE OB Well 874.408 ft
AET Project No. 03-05081 Page E174 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3171 11/27/15 9:40 UMORE OB Well 874.408 ft
3172 11/27/15 9:45 UMORE OB Well 874.408 ft
3173 11/27/15 9:50 UMORE OB Well 874.408 ft
3174 11/27/15 9:55 UMORE OB Well 874.423 ft
3175 11/27/15 10:00 UMORE OB Well 874.408 ft
3176 11/27/15 10:05 UMORE OB Well 874.423 ft
3177 11/27/15 10:15 UMORE OB Well 874.393 ft
3178 11/27/15 10:15 UMORE OB Well 874.408 ft
3179 11/27/15 10:20 UMORE OB Well 874.408 ft
3180 11/27/15 10:25 UMORE OB Well 874.408 ft
3181 11/27/15 10:30 UMORE OB Well 874.408 ft
3182 11/27/15 10:35 UMORE OB Well 874.408 ft
3183 11/27/15 10:40 UMORE OB Well 874.393 ft
3184 11/27/15 10:45 UMORE OB Well 874.393 ft
3185 11/27/15 10:50 UMORE OB Well 874.408 ft
3186 11/27/15 10:55 UMORE OB Well 874.408 ft
3187 11/27/15 11:00 UMORE OB Well 874.393 ft
3188 11/27/15 11:00 UMORE OB Well 874.393 ft
3189 11/27/15 11:05 UMORE OB Well 874.393 ft
3190 11/27/15 11:05 UMORE OB Well 874.408 ft
3191 11/27/15 11:15 UMORE OB Well 874.393 ft
3192 11/27/15 11:20 UMORE OB Well 874.393 ft
3193 11/27/15 11:25 UMORE OB Well 874.393 ft
3194 11/27/15 11:30 UMORE OB Well 874.408 ft
3195 11/27/15 11:35 UMORE OB Well 874.393 ft
3196 11/27/15 11:40 UMORE OB Well 874.393 ft
3197 11/27/15 11:45 UMORE OB Well 874.408 ft
3198 11/27/15 11:50 UMORE OB Well 874.393 ft
3199 11/27/15 11:55 UMORE OB Well 874.393 ft
3200 11/27/15 12:00 UMORE OB Well 874.377 ft
3201 11/27/15 12:05 UMORE OB Well 874.393 ft
3202 11/27/15 12:15 UMORE OB Well 874.377 ft
3203 11/27/15 12:20 UMORE OB Well 874.377 ft
3204 11/27/15 12:25 UMORE OB Well 874.393 ft
3205 11/27/15 12:30 UMORE OB Well 874.393 ft
3206 11/27/15 12:35 UMORE OB Well 874.377 ft
3207 11/27/15 12:40 UMORE OB Well 874.377 ft
3208 11/27/15 12:45 UMORE OB Well 874.377 ft
3209 11/27/15 12:50 UMORE OB Well 874.393 ft
3210 11/27/15 12:55 UMORE OB Well 874.393 ft
3211 11/27/15 13:00 UMORE OB Well 874.362 ft
3212 11/27/15 13:05 UMORE OB Well 874.362 ft
3213 11/27/15 13:15 UMORE OB Well 874.377 ft
3214 11/27/15 13:20 UMORE OB Well 874.377 ft
3215 11/27/15 13:25 UMORE OB Well 874.393 ft
AET Project No. 03-05081 Page E175 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3216 11/27/15 13:30 UMORE OB Well 874.393 ft
3217 11/27/15 13:35 UMORE OB Well 874.393 ft
3218 11/27/15 13:40 UMORE OB Well 874.377 ft
3219 11/27/15 13:45 UMORE OB Well 874.377 ft
3220 11/27/15 13:50 UMORE OB Well 874.362 ft
3221 11/27/15 13:55 UMORE OB Well 874.377 ft
3222 11/27/15 14:00 UMORE OB Well 874.393 ft
3223 11/27/15 14:05 UMORE OB Well 874.377 ft
3224 11/27/15 14:15 UMORE OB Well 874.377 ft
3225 11/27/15 14:20 UMORE OB Well 874.377 ft
3226 11/27/15 14:25 UMORE OB Well 874.377 ft
3227 11/27/15 14:30 UMORE OB Well 874.377 ft
3228 11/27/15 14:35 UMORE OB Well 874.377 ft
3229 11/27/15 14:40 UMORE OB Well 874.393 ft
3230 11/27/15 14:45 UMORE OB Well 874.377 ft
3231 11/27/15 14:50 UMORE OB Well 874.393 ft
3232 11/27/15 14:55 UMORE OB Well 874.408 ft
3233 11/27/15 15:00 UMORE OB Well 874.393 ft
3234 11/27/15 15:05 UMORE OB Well 874.408 ft
3235 11/27/15 15:15 UMORE OB Well 874.408 ft
3236 11/27/15 15:20 UMORE OB Well 874.408 ft
3237 11/27/15 15:25 UMORE OB Well 874.408 ft
3238 11/27/15 15:30 UMORE OB Well 874.408 ft
3239 11/27/15 15:35 UMORE OB Well 874.408 ft
3240 11/27/15 15:40 UMORE OB Well 874.423 ft
3241 11/27/15 15:45 UMORE OB Well 874.408 ft
3242 11/27/15 15:50 UMORE OB Well 874.423 ft
3243 11/27/15 15:55 UMORE OB Well 874.423 ft
3244 11/27/15 16:00 UMORE OB Well 874.439 ft
3245 11/27/15 16:05 UMORE OB Well 874.423 ft
3246 11/27/15 16:15 UMORE OB Well 874.439 ft
3247 11/27/15 16:20 UMORE OB Well 874.439 ft
3248 11/27/15 16:25 UMORE OB Well 874.423 ft
3249 11/27/15 16:30 UMORE OB Well 874.439 ft
3250 11/27/15 16:35 UMORE OB Well 874.439 ft
3251 11/27/15 16:40 UMORE OB Well 874.454 ft
3252 11/27/15 16:45 UMORE OB Well 874.439 ft
3253 11/27/15 16:50 UMORE OB Well 874.439 ft
3254 11/27/15 16:55 UMORE OB Well 874.454 ft
3255 11/27/15 17:00 UMORE OB Well 874.454 ft
3256 11/27/15 17:05 UMORE OB Well 874.454 ft
3257 11/27/15 17:15 UMORE OB Well 874.454 ft
3258 11/27/15 17:20 UMORE OB Well 874.454 ft
3259 11/27/15 17:25 UMORE OB Well 874.454 ft
3260 11/27/15 17:30 UMORE OB Well 874.454 ft
AET Project No. 03-05081 Page E176 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3261 11/27/15 17:35 UMORE OB Well 874.484 ft
3262 11/27/15 17:40 UMORE OB Well 874.469 ft
3263 11/27/15 17:45 UMORE OB Well 874.469 ft
3264 11/27/15 17:50 UMORE OB Well 874.484 ft
3265 11/27/15 17:55 UMORE OB Well 874.469 ft
3266 11/27/15 18:05 UMORE OB Well 874.469 ft
3267 11/27/15 18:15 UMORE OB Well 874.469 ft
3268 11/27/15 18:20 UMORE OB Well 874.484 ft
3269 11/27/15 18:25 UMORE OB Well 874.5 ft
3270 11/27/15 18:30 UMORE OB Well 874.5 ft
3271 11/27/15 18:35 UMORE OB Well 874.5 ft
3272 11/27/15 18:40 UMORE OB Well 874.484 ft
3273 11/27/15 18:45 UMORE OB Well 874.5 ft
3274 11/27/15 18:50 UMORE OB Well 874.5 ft
3275 11/27/15 18:55 UMORE OB Well 874.515 ft
3276 11/27/15 19:00 UMORE OB Well 874.5 ft
3277 11/27/15 19:05 UMORE OB Well 874.515 ft
3278 11/27/15 19:15 UMORE OB Well 874.515 ft
3279 11/27/15 19:20 UMORE OB Well 874.515 ft
3280 11/27/15 19:25 UMORE OB Well 874.515 ft
3281 11/27/15 19:30 UMORE OB Well 874.515 ft
3282 11/27/15 19:35 UMORE OB Well 874.515 ft
3283 11/27/15 19:40 UMORE OB Well 874.53 ft
3284 11/27/15 19:45 UMORE OB Well 874.515 ft
3285 11/27/15 19:50 UMORE OB Well 874.515 ft
3286 11/27/15 19:55 UMORE OB Well 874.515 ft
3287 11/27/15 20:00 UMORE OB Well 874.515 ft
3288 11/27/15 20:05 UMORE OB Well 874.515 ft
3289 11/27/15 20:15 UMORE OB Well 874.515 ft
3290 11/27/15 20:20 UMORE OB Well 874.515 ft
3291 11/27/15 20:25 UMORE OB Well 874.53 ft
3292 11/27/15 20:30 UMORE OB Well 874.515 ft
3293 11/27/15 20:35 UMORE OB Well 874.5 ft
3294 11/27/15 20:40 UMORE OB Well 874.515 ft
3295 11/27/15 20:45 UMORE OB Well 874.515 ft
3296 11/27/15 20:55 UMORE OB Well 874.515 ft
3297 11/27/15 21:00 UMORE OB Well 874.515 ft
3298 11/27/15 21:05 UMORE OB Well 874.515 ft
3299 11/27/15 21:15 UMORE OB Well 874.53 ft
3300 11/27/15 21:20 UMORE OB Well 874.515 ft
3301 11/27/15 21:25 UMORE OB Well 874.53 ft
3302 11/27/15 21:30 UMORE OB Well 874.515 ft
3303 11/27/15 21:30 UMORE OB Well 874.53 ft
3304 11/27/15 21:35 UMORE OB Well 874.515 ft
3305 11/27/15 21:40 UMORE OB Well 874.515 ft
AET Project No. 03-05081 Page E177 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3306 11/27/15 21:45 UMORE OB Well 874.53 ft
3307 11/27/15 21:50 UMORE OB Well 874.515 ft
3308 11/27/15 21:55 UMORE OB Well 874.515 ft
3309 11/27/15 22:00 UMORE OB Well 874.53 ft
3310 11/27/15 22:05 UMORE OB Well 874.515 ft
3311 11/27/15 22:15 UMORE OB Well 874.53 ft
3312 11/27/15 22:15 UMORE OB Well 874.515 ft
3313 11/27/15 22:20 UMORE OB Well 874.515 ft
3314 11/27/15 22:25 UMORE OB Well 874.53 ft
3315 11/27/15 22:30 UMORE OB Well 874.515 ft
3316 11/27/15 22:35 UMORE OB Well 874.515 ft
3317 11/27/15 22:40 UMORE OB Well 874.53 ft
3318 11/27/15 22:45 UMORE OB Well 874.515 ft
3319 11/27/15 22:50 UMORE OB Well 874.515 ft
3320 11/27/15 22:55 UMORE OB Well 874.515 ft
3321 11/27/15 23:00 UMORE OB Well 874.515 ft
3322 11/27/15 23:05 UMORE OB Well 874.515 ft
3323 11/27/15 23:15 UMORE OB Well 874.5 ft
3324 11/27/15 23:20 UMORE OB Well 874.5 ft
3325 11/27/15 23:25 UMORE OB Well 874.515 ft
3326 11/27/15 23:30 UMORE OB Well 874.5 ft
3327 11/27/15 23:35 UMORE OB Well 874.5 ft
3328 11/27/15 23:40 UMORE OB Well 874.484 ft
3329 11/27/15 23:45 UMORE OB Well 874.484 ft
3330 11/27/15 23:50 UMORE OB Well 874.5 ft
3331 11/27/15 23:55 UMORE OB Well 874.5 ft
3332 11/28/15 0:00 UMORE OB Well 874.484 ft
3333 11/28/15 0:05 UMORE OB Well 874.484 ft
3334 11/28/15 0:15 UMORE OB Well 874.469 ft
3335 11/28/15 0:20 UMORE OB Well 874.484 ft
3336 11/28/15 0:25 UMORE OB Well 874.469 ft
3337 11/28/15 0:30 UMORE OB Well 874.469 ft
3338 11/28/15 0:35 UMORE OB Well 874.469 ft
3339 11/28/15 0:40 UMORE OB Well 874.469 ft
3340 11/28/15 0:45 UMORE OB Well 874.469 ft
3341 11/28/15 0:50 UMORE OB Well 874.469 ft
3342 11/28/15 0:55 UMORE OB Well 874.469 ft
3343 11/28/15 1:00 UMORE OB Well 874.469 ft
3344 11/28/15 1:05 UMORE OB Well 874.454 ft
3345 11/28/15 1:15 UMORE OB Well 874.469 ft
3346 11/28/15 1:20 UMORE OB Well 874.454 ft
3347 11/28/15 1:25 UMORE OB Well 874.454 ft
3348 11/28/15 1:30 UMORE OB Well 874.454 ft
3349 11/28/15 1:35 UMORE OB Well 874.454 ft
3350 11/28/15 1:40 UMORE OB Well 874.454 ft
AET Project No. 03-05081 Page E178 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3351 11/28/15 1:45 UMORE OB Well 874.454 ft
3352 11/28/15 1:50 UMORE OB Well 874.469 ft
3353 11/28/15 1:55 UMORE OB Well 874.454 ft
3354 11/28/15 2:00 UMORE OB Well 874.454 ft
3355 11/28/15 2:05 UMORE OB Well 874.454 ft
3356 11/28/15 2:15 UMORE OB Well 874.454 ft
3357 11/28/15 2:20 UMORE OB Well 874.454 ft
3358 11/28/15 2:25 UMORE OB Well 874.439 ft
3359 11/28/15 2:30 UMORE OB Well 874.439 ft
3360 11/28/15 2:35 UMORE OB Well 874.439 ft
3361 11/28/15 2:40 UMORE OB Well 874.454 ft
3362 11/28/15 2:45 UMORE OB Well 874.454 ft
3363 11/28/15 2:50 UMORE OB Well 874.439 ft
3364 11/28/15 2:55 UMORE OB Well 874.454 ft
3365 11/28/15 3:00 UMORE OB Well 874.454 ft
3366 11/28/15 3:05 UMORE OB Well 874.439 ft
3367 11/28/15 3:15 UMORE OB Well 874.469 ft
3368 11/28/15 3:20 UMORE OB Well 874.469 ft
3369 11/28/15 3:25 UMORE OB Well 874.454 ft
3370 11/28/15 3:30 UMORE OB Well 874.469 ft
3371 11/28/15 3:35 UMORE OB Well 874.469 ft
3372 11/28/15 3:40 UMORE OB Well 874.484 ft
3373 11/28/15 3:45 UMORE OB Well 874.469 ft
3374 11/28/15 3:50 UMORE OB Well 874.5 ft
3375 11/28/15 3:55 UMORE OB Well 874.484 ft
3376 11/28/15 4:00 UMORE OB Well 874.484 ft
3377 11/28/15 4:05 UMORE OB Well 874.5 ft
3378 11/28/15 4:15 UMORE OB Well 874.5 ft
3379 11/28/15 4:20 UMORE OB Well 874.515 ft
3380 11/28/15 4:25 UMORE OB Well 874.515 ft
3381 11/28/15 4:30 UMORE OB Well 874.515 ft
3382 11/28/15 4:35 UMORE OB Well 874.53 ft
3383 11/28/15 4:40 UMORE OB Well 874.53 ft
3384 11/28/15 4:45 UMORE OB Well 874.545 ft
3385 11/28/15 4:50 UMORE OB Well 874.53 ft
3386 11/28/15 4:55 UMORE OB Well 874.53 ft
3387 11/28/15 5:00 UMORE OB Well 874.545 ft
3388 11/28/15 5:05 UMORE OB Well 874.53 ft
3389 11/28/15 5:15 UMORE OB Well 874.53 ft
3390 11/28/15 5:20 UMORE OB Well 874.545 ft
3391 11/28/15 5:25 UMORE OB Well 874.561 ft
3392 11/28/15 5:30 UMORE OB Well 874.545 ft
3393 11/28/15 5:35 UMORE OB Well 874.561 ft
3394 11/28/15 5:40 UMORE OB Well 874.561 ft
3395 11/28/15 5:45 UMORE OB Well 874.545 ft
AET Project No. 03-05081 Page E179 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3396 11/28/15 5:50 UMORE OB Well 874.561 ft
3397 11/28/15 5:55 UMORE OB Well 874.561 ft
3398 11/28/15 6:00 UMORE OB Well 874.561 ft
3399 11/28/15 6:05 UMORE OB Well 874.545 ft
3400 11/28/15 6:15 UMORE OB Well 874.561 ft
3401 11/28/15 6:20 UMORE OB Well 874.576 ft
3402 11/28/15 6:25 UMORE OB Well 874.561 ft
3403 11/28/15 6:30 UMORE OB Well 874.561 ft
3404 11/28/15 6:35 UMORE OB Well 874.561 ft
3405 11/28/15 6:40 UMORE OB Well 874.576 ft
3406 11/28/15 6:45 UMORE OB Well 874.576 ft
3407 11/28/15 6:50 UMORE OB Well 874.576 ft
3408 11/28/15 6:55 UMORE OB Well 874.576 ft
3409 11/28/15 7:00 UMORE OB Well 874.576 ft
3410 11/28/15 7:05 UMORE OB Well 874.576 ft
3411 11/28/15 7:15 UMORE OB Well 874.591 ft
3412 11/28/15 7:20 UMORE OB Well 874.606 ft
3413 11/28/15 7:25 UMORE OB Well 874.606 ft
3414 11/28/15 7:30 UMORE OB Well 874.591 ft
3415 11/28/15 7:35 UMORE OB Well 874.576 ft
3416 11/28/15 7:40 UMORE OB Well 874.576 ft
3417 11/28/15 7:45 UMORE OB Well 874.591 ft
3418 11/28/15 7:50 UMORE OB Well 874.591 ft
3419 11/28/15 7:55 UMORE OB Well 874.591 ft
3420 11/28/15 8:00 UMORE OB Well 874.591 ft
3421 11/28/15 8:05 UMORE OB Well 874.606 ft
3422 11/28/15 8:15 UMORE OB Well 874.606 ft
3423 11/28/15 8:20 UMORE OB Well 874.606 ft
3424 11/28/15 8:25 UMORE OB Well 874.606 ft
3425 11/28/15 8:30 UMORE OB Well 874.606 ft
3426 11/28/15 8:35 UMORE OB Well 874.606 ft
3427 11/28/15 8:40 UMORE OB Well 874.591 ft
3428 11/28/15 8:45 UMORE OB Well 874.591 ft
3429 11/28/15 8:50 UMORE OB Well 874.591 ft
3430 11/28/15 8:55 UMORE OB Well 874.591 ft
3431 11/28/15 9:00 UMORE OB Well 874.591 ft
3432 11/28/15 9:05 UMORE OB Well 874.606 ft
3433 11/28/15 9:15 UMORE OB Well 874.591 ft
3434 11/28/15 9:20 UMORE OB Well 874.591 ft
3435 11/28/15 9:25 UMORE OB Well 874.591 ft
3436 11/28/15 9:30 UMORE OB Well 874.591 ft
3437 11/28/15 9:35 UMORE OB Well 874.591 ft
3438 11/28/15 9:40 UMORE OB Well 874.606 ft
3439 11/28/15 9:45 UMORE OB Well 874.606 ft
3440 11/28/15 9:50 UMORE OB Well 874.591 ft
AET Project No. 03-05081 Page E180 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3441 11/28/15 9:55 UMORE OB Well 874.606 ft
3442 11/28/15 10:00 UMORE OB Well 874.591 ft
3443 11/28/15 10:05 UMORE OB Well 874.591 ft
3444 11/28/15 10:15 UMORE OB Well 874.591 ft
3445 11/28/15 10:20 UMORE OB Well 874.591 ft
3446 11/28/15 10:25 UMORE OB Well 874.591 ft
3447 11/28/15 10:30 UMORE OB Well 874.576 ft
3448 11/28/15 10:35 UMORE OB Well 874.576 ft
3449 11/28/15 10:40 UMORE OB Well 874.576 ft
3450 11/28/15 10:45 UMORE OB Well 874.591 ft
3451 11/28/15 10:50 UMORE OB Well 874.576 ft
3452 11/28/15 10:55 UMORE OB Well 874.591 ft
3453 11/28/15 10:55 UMORE OB Well 874.591 ft
3454 11/28/15 11:00 UMORE OB Well 874.591 ft
3455 11/28/15 11:05 UMORE OB Well 874.591 ft
3456 11/28/15 11:15 UMORE OB Well 874.576 ft
3457 11/28/15 11:20 UMORE OB Well 874.576 ft
3458 11/28/15 11:25 UMORE OB Well 874.591 ft
3459 11/28/15 11:30 UMORE OB Well 874.576 ft
3460 11/28/15 11:35 UMORE OB Well 874.561 ft
3461 11/28/15 11:40 UMORE OB Well 874.576 ft
3462 11/28/15 11:45 UMORE OB Well 874.576 ft
3463 11/28/15 11:45 UMORE OB Well 874.576 ft
3464 11/28/15 11:50 UMORE OB Well 874.561 ft
3465 11/28/15 11:55 UMORE OB Well 874.576 ft
3466 11/28/15 12:00 UMORE OB Well 874.576 ft
3467 11/28/15 12:05 UMORE OB Well 874.576 ft
3468 11/28/15 12:15 UMORE OB Well 874.561 ft
3469 11/28/15 12:20 UMORE OB Well 874.561 ft
3470 11/28/15 12:25 UMORE OB Well 874.576 ft
3471 11/28/15 12:30 UMORE OB Well 874.561 ft
3472 11/28/15 12:30 UMORE OB Well 874.561 ft
3473 11/28/15 12:35 UMORE OB Well 874.576 ft
3474 11/28/15 12:40 UMORE OB Well 874.576 ft
3475 11/28/15 12:45 UMORE OB Well 874.561 ft
3476 11/28/15 12:50 UMORE OB Well 874.561 ft
3477 11/28/15 12:55 UMORE OB Well 874.545 ft
3478 11/28/15 13:00 UMORE OB Well 874.561 ft
3479 11/28/15 13:05 UMORE OB Well 874.576 ft
3480 11/28/15 13:15 UMORE OB Well 874.545 ft
3481 11/28/15 13:20 UMORE OB Well 874.561 ft
3482 11/28/15 13:25 UMORE OB Well 874.545 ft
3483 11/28/15 13:30 UMORE OB Well 874.53 ft
3484 11/28/15 13:35 UMORE OB Well 874.561 ft
3485 11/28/15 13:40 UMORE OB Well 874.545 ft
AET Project No. 03-05081 Page E181 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3486 11/28/15 13:45 UMORE OB Well 874.545 ft
3487 11/28/15 13:50 UMORE OB Well 874.545 ft
3488 11/28/15 13:55 UMORE OB Well 874.545 ft
3489 11/28/15 14:00 UMORE OB Well 874.53 ft
3490 11/28/15 14:05 UMORE OB Well 874.53 ft
3491 11/28/15 14:15 UMORE OB Well 874.53 ft
3492 11/28/15 14:20 UMORE OB Well 874.515 ft
3493 11/28/15 14:25 UMORE OB Well 874.53 ft
3494 11/28/15 14:30 UMORE OB Well 874.515 ft
3495 11/28/15 14:35 UMORE OB Well 874.53 ft
3496 11/28/15 14:40 UMORE OB Well 874.515 ft
3497 11/28/15 14:45 UMORE OB Well 874.53 ft
3498 11/28/15 14:50 UMORE OB Well 874.53 ft
3499 11/28/15 14:55 UMORE OB Well 874.53 ft
3500 11/28/15 15:00 UMORE OB Well 874.545 ft
3501 11/28/15 15:05 UMORE OB Well 874.545 ft
3502 11/28/15 15:15 UMORE OB Well 874.545 ft
3503 11/28/15 15:20 UMORE OB Well 874.545 ft
3504 11/28/15 15:25 UMORE OB Well 874.53 ft
3505 11/28/15 15:30 UMORE OB Well 874.53 ft
3506 11/28/15 15:35 UMORE OB Well 874.545 ft
3507 11/28/15 15:40 UMORE OB Well 874.545 ft
3508 11/28/15 15:45 UMORE OB Well 874.561 ft
3509 11/28/15 15:50 UMORE OB Well 874.561 ft
3510 11/28/15 15:55 UMORE OB Well 874.561 ft
3511 11/28/15 16:00 UMORE OB Well 874.561 ft
3512 11/28/15 16:05 UMORE OB Well 874.561 ft
3513 11/28/15 16:15 UMORE OB Well 874.561 ft
3514 11/28/15 16:20 UMORE OB Well 874.561 ft
3515 11/28/15 16:25 UMORE OB Well 874.561 ft
3516 11/28/15 16:30 UMORE OB Well 874.561 ft
3517 11/28/15 16:35 UMORE OB Well 874.576 ft
3518 11/28/15 16:40 UMORE OB Well 874.576 ft
3519 11/28/15 16:45 UMORE OB Well 874.576 ft
3520 11/28/15 16:50 UMORE OB Well 874.591 ft
3521 11/28/15 16:55 UMORE OB Well 874.591 ft
3522 11/28/15 17:00 UMORE OB Well 874.576 ft
3523 11/28/15 17:05 UMORE OB Well 874.591 ft
3524 11/28/15 17:15 UMORE OB Well 874.591 ft
3525 11/28/15 17:20 UMORE OB Well 874.576 ft
3526 11/28/15 17:25 UMORE OB Well 874.576 ft
3527 11/28/15 17:30 UMORE OB Well 874.591 ft
3528 11/28/15 17:35 UMORE OB Well 874.591 ft
3529 11/28/15 17:40 UMORE OB Well 874.606 ft
3530 11/28/15 17:45 UMORE OB Well 874.591 ft
AET Project No. 03-05081 Page E182 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3531 11/28/15 17:50 UMORE OB Well 874.606 ft
3532 11/28/15 17:55 UMORE OB Well 874.591 ft
3533 11/28/15 18:00 UMORE OB Well 874.591 ft
3534 11/28/15 18:05 UMORE OB Well 874.591 ft
3535 11/28/15 18:15 UMORE OB Well 874.606 ft
3536 11/28/15 18:20 UMORE OB Well 874.606 ft
3537 11/28/15 18:25 UMORE OB Well 874.606 ft
3538 11/28/15 18:30 UMORE OB Well 874.606 ft
3539 11/28/15 18:35 UMORE OB Well 874.622 ft
3540 11/28/15 18:40 UMORE OB Well 874.606 ft
3541 11/28/15 18:45 UMORE OB Well 874.606 ft
3542 11/28/15 18:50 UMORE OB Well 874.606 ft
3543 11/28/15 18:55 UMORE OB Well 874.606 ft
3544 11/28/15 19:00 UMORE OB Well 874.622 ft
3545 11/28/15 19:05 UMORE OB Well 874.606 ft
3546 11/28/15 19:15 UMORE OB Well 874.622 ft
3547 11/28/15 19:20 UMORE OB Well 874.606 ft
3548 11/28/15 19:25 UMORE OB Well 874.606 ft
3549 11/28/15 19:30 UMORE OB Well 874.606 ft
3550 11/28/15 19:35 UMORE OB Well 874.606 ft
3551 11/28/15 19:40 UMORE OB Well 874.606 ft
3552 11/28/15 19:45 UMORE OB Well 874.591 ft
3553 11/28/15 19:50 UMORE OB Well 874.591 ft
3554 11/28/15 19:55 UMORE OB Well 874.606 ft
3555 11/28/15 20:00 UMORE OB Well 874.591 ft
3556 11/28/15 20:05 UMORE OB Well 874.591 ft
3557 11/28/15 20:15 UMORE OB Well 874.591 ft
3558 11/28/15 20:20 UMORE OB Well 874.606 ft
3559 11/28/15 20:25 UMORE OB Well 874.591 ft
3560 11/28/15 20:30 UMORE OB Well 874.591 ft
3561 11/28/15 20:35 UMORE OB Well 874.591 ft
3562 11/28/15 20:45 UMORE OB Well 874.606 ft
3563 11/28/15 20:50 UMORE OB Well 874.606 ft
3564 11/28/15 20:55 UMORE OB Well 874.606 ft
3565 11/28/15 21:00 UMORE OB Well 874.591 ft
3566 11/28/15 21:05 UMORE OB Well 874.576 ft
3567 11/28/15 21:15 UMORE OB Well 874.591 ft
3568 11/28/15 21:20 UMORE OB Well 874.591 ft
3569 11/28/15 21:25 UMORE OB Well 874.591 ft
3570 11/28/15 21:30 UMORE OB Well 874.576 ft
3571 11/28/15 21:35 UMORE OB Well 874.591 ft
3572 11/28/15 21:40 UMORE OB Well 874.576 ft
3573 11/28/15 21:45 UMORE OB Well 874.591 ft
3574 11/28/15 21:50 UMORE OB Well 874.576 ft
3575 11/28/15 21:55 UMORE OB Well 874.576 ft
AET Project No. 03-05081 Page E183 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3576 11/28/15 22:00 UMORE OB Well 874.576 ft
3577 11/28/15 22:05 UMORE OB Well 874.591 ft
3578 11/28/15 22:15 UMORE OB Well 874.576 ft
3579 11/28/15 22:20 UMORE OB Well 874.576 ft
3580 11/28/15 22:25 UMORE OB Well 874.576 ft
3581 11/28/15 22:30 UMORE OB Well 874.591 ft
3582 11/28/15 22:35 UMORE OB Well 874.591 ft
3583 11/28/15 22:40 UMORE OB Well 874.576 ft
3584 11/28/15 22:45 UMORE OB Well 874.576 ft
3585 11/28/15 22:50 UMORE OB Well 874.576 ft
3586 11/28/15 22:55 UMORE OB Well 874.591 ft
3587 11/28/15 23:00 UMORE OB Well 874.561 ft
3588 11/28/15 23:05 UMORE OB Well 874.561 ft
3589 11/28/15 23:15 UMORE OB Well 874.561 ft
3590 11/28/15 23:20 UMORE OB Well 874.576 ft
3591 11/28/15 23:25 UMORE OB Well 874.576 ft
3592 11/28/15 23:30 UMORE OB Well 874.561 ft
3593 11/28/15 23:35 UMORE OB Well 874.576 ft
3594 11/28/15 23:40 UMORE OB Well 874.561 ft
3595 11/28/15 23:40 UMORE OB Well 874.576 ft
3596 11/28/15 23:45 UMORE OB Well 874.561 ft
3597 11/28/15 23:50 UMORE OB Well 874.561 ft
3598 11/28/15 23:55 UMORE OB Well 874.545 ft
3599 11/29/15 0:00 UMORE OB Well 874.545 ft
3600 11/29/15 0:05 UMORE OB Well 874.545 ft
3601 11/29/15 0:15 UMORE OB Well 874.53 ft
3602 11/29/15 0:20 UMORE OB Well 874.545 ft
3603 11/29/15 0:25 UMORE OB Well 874.53 ft
3604 11/29/15 0:25 UMORE OB Well 874.53 ft
3605 11/29/15 0:30 UMORE OB Well 874.53 ft
3606 11/29/15 0:35 UMORE OB Well 874.53 ft
3607 11/29/15 0:40 UMORE OB Well 874.515 ft
3608 11/29/15 0:45 UMORE OB Well 874.515 ft
3609 11/29/15 0:50 UMORE OB Well 874.515 ft
3610 11/29/15 0:55 UMORE OB Well 874.515 ft
3611 11/29/15 1:00 UMORE OB Well 874.53 ft
3612 11/29/15 1:05 UMORE OB Well 874.515 ft
3613 11/29/15 1:15 UMORE OB Well 874.515 ft
3614 11/29/15 1:20 UMORE OB Well 874.515 ft
3615 11/29/15 1:25 UMORE OB Well 874.515 ft
3616 11/29/15 1:30 UMORE OB Well 874.5 ft
3617 11/29/15 1:35 UMORE OB Well 874.5 ft
3618 11/29/15 1:40 UMORE OB Well 874.5 ft
3619 11/29/15 1:45 UMORE OB Well 874.5 ft
3620 11/29/15 1:50 UMORE OB Well 874.484 ft
AET Project No. 03-05081 Page E184 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3621 11/29/15 1:55 UMORE OB Well 874.484 ft
3622 11/29/15 2:00 UMORE OB Well 874.469 ft
3623 11/29/15 2:05 UMORE OB Well 874.484 ft
3624 11/29/15 2:15 UMORE OB Well 874.484 ft
3625 11/29/15 2:20 UMORE OB Well 874.484 ft
3626 11/29/15 2:25 UMORE OB Well 874.484 ft
3627 11/29/15 2:30 UMORE OB Well 874.5 ft
3628 11/29/15 2:35 UMORE OB Well 874.469 ft
3629 11/29/15 2:40 UMORE OB Well 874.469 ft
3630 11/29/15 2:45 UMORE OB Well 874.454 ft
3631 11/29/15 2:50 UMORE OB Well 874.469 ft
3632 11/29/15 2:55 UMORE OB Well 874.469 ft
3633 11/29/15 3:00 UMORE OB Well 874.469 ft
3634 11/29/15 3:05 UMORE OB Well 874.484 ft
3635 11/29/15 3:15 UMORE OB Well 874.484 ft
3636 11/29/15 3:20 UMORE OB Well 874.484 ft
3637 11/29/15 3:25 UMORE OB Well 874.469 ft
3638 11/29/15 3:30 UMORE OB Well 874.469 ft
3639 11/29/15 3:35 UMORE OB Well 874.484 ft
3640 11/29/15 3:40 UMORE OB Well 874.484 ft
3641 11/29/15 3:45 UMORE OB Well 874.484 ft
3642 11/29/15 3:50 UMORE OB Well 874.484 ft
3643 11/29/15 3:55 UMORE OB Well 874.484 ft
3644 11/29/15 4:00 UMORE OB Well 874.5 ft
3645 11/29/15 4:05 UMORE OB Well 874.5 ft
3646 11/29/15 4:15 UMORE OB Well 874.5 ft
3647 11/29/15 4:20 UMORE OB Well 874.515 ft
3648 11/29/15 4:25 UMORE OB Well 874.5 ft
3649 11/29/15 4:30 UMORE OB Well 874.515 ft
3650 11/29/15 4:35 UMORE OB Well 874.515 ft
3651 11/29/15 4:40 UMORE OB Well 874.53 ft
3652 11/29/15 4:45 UMORE OB Well 874.515 ft
3653 11/29/15 4:50 UMORE OB Well 874.515 ft
3654 11/29/15 4:55 UMORE OB Well 874.53 ft
3655 11/29/15 5:00 UMORE OB Well 874.53 ft
3656 11/29/15 5:05 UMORE OB Well 874.545 ft
3657 11/29/15 5:15 UMORE OB Well 874.545 ft
3658 11/29/15 5:20 UMORE OB Well 874.561 ft
3659 11/29/15 5:25 UMORE OB Well 874.545 ft
3660 11/29/15 5:30 UMORE OB Well 874.561 ft
3661 11/29/15 5:35 UMORE OB Well 874.576 ft
3662 11/29/15 5:40 UMORE OB Well 874.561 ft
3663 11/29/15 5:45 UMORE OB Well 874.561 ft
3664 11/29/15 5:50 UMORE OB Well 874.561 ft
3665 11/29/15 5:55 UMORE OB Well 874.561 ft
AET Project No. 03-05081 Page E185 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3666 11/29/15 6:00 UMORE OB Well 874.576 ft
3667 11/29/15 6:05 UMORE OB Well 874.561 ft
3668 11/29/15 6:15 UMORE OB Well 874.576 ft
3669 11/29/15 6:20 UMORE OB Well 874.591 ft
3670 11/29/15 6:25 UMORE OB Well 874.591 ft
3671 11/29/15 6:30 UMORE OB Well 874.576 ft
3672 11/29/15 6:35 UMORE OB Well 874.591 ft
3673 11/29/15 6:40 UMORE OB Well 874.576 ft
3674 11/29/15 6:45 UMORE OB Well 874.591 ft
3675 11/29/15 6:50 UMORE OB Well 874.591 ft
3676 11/29/15 6:55 UMORE OB Well 874.576 ft
3677 11/29/15 7:00 UMORE OB Well 874.576 ft
3678 11/29/15 7:05 UMORE OB Well 874.576 ft
3679 11/29/15 7:15 UMORE OB Well 874.591 ft
3680 11/29/15 7:20 UMORE OB Well 874.591 ft
3681 11/29/15 7:25 UMORE OB Well 874.606 ft
3682 11/29/15 7:30 UMORE OB Well 874.591 ft
3683 11/29/15 7:35 UMORE OB Well 874.606 ft
3684 11/29/15 7:40 UMORE OB Well 874.591 ft
3685 11/29/15 7:45 UMORE OB Well 874.591 ft
3686 11/29/15 7:50 UMORE OB Well 874.576 ft
3687 11/29/15 7:55 UMORE OB Well 874.591 ft
3688 11/29/15 8:00 UMORE OB Well 874.591 ft
3689 11/29/15 8:05 UMORE OB Well 874.591 ft
3690 11/29/15 8:15 UMORE OB Well 874.591 ft
3691 11/29/15 8:20 UMORE OB Well 874.606 ft
3692 11/29/15 8:25 UMORE OB Well 874.591 ft
3693 11/29/15 8:30 UMORE OB Well 874.591 ft
3694 11/29/15 8:35 UMORE OB Well 874.591 ft
3695 11/29/15 8:40 UMORE OB Well 874.591 ft
3696 11/29/15 8:45 UMORE OB Well 874.591 ft
3697 11/29/15 8:50 UMORE OB Well 874.591 ft
3698 11/29/15 8:55 UMORE OB Well 874.591 ft
3699 11/29/15 9:00 UMORE OB Well 874.591 ft
3700 11/29/15 9:05 UMORE OB Well 874.606 ft
3701 11/29/15 9:15 UMORE OB Well 874.591 ft
3702 11/29/15 9:25 UMORE OB Well 874.606 ft
3703 11/29/15 9:30 UMORE OB Well 874.591 ft
3704 11/29/15 9:35 UMORE OB Well 874.591 ft
3705 11/29/15 9:40 UMORE OB Well 874.606 ft
3706 11/29/15 9:45 UMORE OB Well 874.591 ft
3707 11/29/15 9:50 UMORE OB Well 874.591 ft
3708 11/29/15 9:55 UMORE OB Well 874.576 ft
3709 11/29/15 10:00 UMORE OB Well 874.591 ft
3710 11/29/15 10:05 UMORE OB Well 874.591 ft
AET Project No. 03-05081 Page E186 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3711 11/29/15 10:15 UMORE OB Well 874.576 ft
3712 11/29/15 10:20 UMORE OB Well 874.576 ft
3713 11/29/15 10:25 UMORE OB Well 874.591 ft
3714 11/29/15 10:30 UMORE OB Well 874.576 ft
3715 11/29/15 10:35 UMORE OB Well 874.576 ft
3716 11/29/15 10:40 UMORE OB Well 874.591 ft
3717 11/29/15 10:45 UMORE OB Well 874.576 ft
3718 11/29/15 10:50 UMORE OB Well 874.591 ft
3719 11/29/15 10:55 UMORE OB Well 874.576 ft
3720 11/29/15 11:00 UMORE OB Well 874.591 ft
3721 11/29/15 11:05 UMORE OB Well 874.576 ft
3722 11/29/15 11:15 UMORE OB Well 874.576 ft
3723 11/29/15 11:20 UMORE OB Well 874.576 ft
3724 11/29/15 11:25 UMORE OB Well 874.561 ft
3725 11/29/15 11:30 UMORE OB Well 874.591 ft
3726 11/29/15 11:35 UMORE OB Well 874.576 ft
3727 11/29/15 11:40 UMORE OB Well 874.576 ft
3728 11/29/15 11:40 UMORE OB Well 874.561 ft
3729 11/29/15 11:45 UMORE OB Well 874.561 ft
3730 11/29/15 11:50 UMORE OB Well 874.561 ft
3731 11/29/15 11:55 UMORE OB Well 874.561 ft
3732 11/29/15 12:00 UMORE OB Well 874.576 ft
3733 11/29/15 12:05 UMORE OB Well 874.545 ft
3734 11/29/15 12:15 UMORE OB Well 874.561 ft
3735 11/29/15 12:20 UMORE OB Well 874.576 ft
3736 11/29/15 12:25 UMORE OB Well 874.561 ft
3737 11/29/15 12:25 UMORE OB Well 874.561 ft
3738 11/29/15 12:30 UMORE OB Well 874.561 ft
3739 11/29/15 12:35 UMORE OB Well 874.545 ft
3740 11/29/15 12:40 UMORE OB Well 874.561 ft
3741 11/29/15 12:45 UMORE OB Well 874.561 ft
3742 11/29/15 12:50 UMORE OB Well 874.545 ft
3743 11/29/15 12:55 UMORE OB Well 874.545 ft
3744 11/29/15 13:00 UMORE OB Well 874.545 ft
3745 11/29/15 13:05 UMORE OB Well 874.545 ft
3746 11/29/15 13:15 UMORE OB Well 874.545 ft
3747 11/29/15 13:20 UMORE OB Well 874.53 ft
3748 11/29/15 13:25 UMORE OB Well 874.53 ft
3749 11/29/15 13:30 UMORE OB Well 874.545 ft
3750 11/29/15 13:35 UMORE OB Well 874.53 ft
3751 11/29/15 13:40 UMORE OB Well 874.545 ft
3752 11/29/15 13:45 UMORE OB Well 874.561 ft
3753 11/29/15 13:50 UMORE OB Well 874.53 ft
3754 11/29/15 13:55 UMORE OB Well 874.53 ft
3755 11/29/15 14:00 UMORE OB Well 874.53 ft
AET Project No. 03-05081 Page E187 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3756 11/29/15 14:05 UMORE OB Well 874.53 ft
3757 11/29/15 14:15 UMORE OB Well 874.545 ft
3758 11/29/15 14:20 UMORE OB Well 874.53 ft
3759 11/29/15 14:25 UMORE OB Well 874.53 ft
3760 11/29/15 14:30 UMORE OB Well 874.515 ft
3761 11/29/15 14:35 UMORE OB Well 874.515 ft
3762 11/29/15 14:40 UMORE OB Well 874.53 ft
3763 11/29/15 14:45 UMORE OB Well 874.515 ft
3764 11/29/15 14:50 UMORE OB Well 874.515 ft
3765 11/29/15 14:55 UMORE OB Well 874.53 ft
3766 11/29/15 15:00 UMORE OB Well 874.515 ft
3767 11/29/15 15:05 UMORE OB Well 874.515 ft
3768 11/29/15 15:15 UMORE OB Well 874.515 ft
3769 11/29/15 15:20 UMORE OB Well 874.53 ft
3770 11/29/15 15:25 UMORE OB Well 874.53 ft
3771 11/29/15 15:30 UMORE OB Well 874.515 ft
3772 11/29/15 15:35 UMORE OB Well 874.53 ft
3773 11/29/15 15:40 UMORE OB Well 874.515 ft
3774 11/29/15 15:45 UMORE OB Well 874.515 ft
3775 11/29/15 15:50 UMORE OB Well 874.53 ft
3776 11/29/15 15:55 UMORE OB Well 874.53 ft
3777 11/29/15 16:00 UMORE OB Well 874.53 ft
3778 11/29/15 16:05 UMORE OB Well 874.53 ft
3779 11/29/15 16:15 UMORE OB Well 874.545 ft
3780 11/29/15 16:20 UMORE OB Well 874.545 ft
3781 11/29/15 16:25 UMORE OB Well 874.561 ft
3782 11/29/15 16:30 UMORE OB Well 874.561 ft
3783 11/29/15 16:35 UMORE OB Well 874.561 ft
3784 11/29/15 16:40 UMORE OB Well 874.561 ft
3785 11/29/15 16:45 UMORE OB Well 874.561 ft
3786 11/29/15 16:50 UMORE OB Well 874.545 ft
3787 11/29/15 16:55 UMORE OB Well 874.561 ft
3788 11/29/15 17:00 UMORE OB Well 874.576 ft
3789 11/29/15 17:05 UMORE OB Well 874.545 ft
3790 11/29/15 17:15 UMORE OB Well 874.561 ft
3791 11/29/15 17:20 UMORE OB Well 874.576 ft
3792 11/29/15 17:25 UMORE OB Well 874.576 ft
3793 11/29/15 17:30 UMORE OB Well 874.576 ft
3794 11/29/15 17:35 UMORE OB Well 874.576 ft
3795 11/29/15 17:40 UMORE OB Well 874.591 ft
3796 11/29/15 17:45 UMORE OB Well 874.576 ft
3797 11/29/15 17:50 UMORE OB Well 874.591 ft
3798 11/29/15 17:55 UMORE OB Well 874.606 ft
3799 11/29/15 18:00 UMORE OB Well 874.591 ft
3800 11/29/15 18:05 UMORE OB Well 874.591 ft
AET Project No. 03-05081 Page E188 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3801 11/29/15 18:15 UMORE OB Well 874.591 ft
3802 11/29/15 18:20 UMORE OB Well 874.606 ft
3803 11/29/15 18:25 UMORE OB Well 874.606 ft
3804 11/29/15 18:30 UMORE OB Well 874.591 ft
3805 11/29/15 18:35 UMORE OB Well 874.606 ft
3806 11/29/15 18:40 UMORE OB Well 874.606 ft
3807 11/29/15 18:45 UMORE OB Well 874.622 ft
3808 11/29/15 18:50 UMORE OB Well 874.591 ft
3809 11/29/15 18:55 UMORE OB Well 874.591 ft
3810 11/29/15 19:00 UMORE OB Well 874.591 ft
3811 11/29/15 19:05 UMORE OB Well 874.591 ft
3812 11/29/15 19:15 UMORE OB Well 874.591 ft
3813 11/29/15 19:20 UMORE OB Well 874.591 ft
3814 11/29/15 19:25 UMORE OB Well 874.606 ft
3815 11/29/15 19:30 UMORE OB Well 874.606 ft
3816 11/29/15 19:35 UMORE OB Well 874.591 ft
3817 11/29/15 19:40 UMORE OB Well 874.606 ft
3818 11/29/15 19:45 UMORE OB Well 874.606 ft
3819 11/29/15 19:50 UMORE OB Well 874.606 ft
3820 11/29/15 19:55 UMORE OB Well 874.606 ft
3821 11/29/15 20:00 UMORE OB Well 874.606 ft
3822 11/29/15 20:05 UMORE OB Well 874.622 ft
3823 11/29/15 20:15 UMORE OB Well 874.606 ft
3824 11/29/15 20:20 UMORE OB Well 874.622 ft
3825 11/29/15 20:25 UMORE OB Well 874.606 ft
3826 11/29/15 20:30 UMORE OB Well 874.606 ft
3827 11/29/15 20:35 UMORE OB Well 874.637 ft
3828 11/29/15 20:40 UMORE OB Well 874.606 ft
3829 11/29/15 20:45 UMORE OB Well 874.606 ft
3830 11/29/15 20:50 UMORE OB Well 874.606 ft
3831 11/29/15 20:55 UMORE OB Well 874.622 ft
3832 11/29/15 21:00 UMORE OB Well 874.606 ft
3833 11/29/15 21:05 UMORE OB Well 874.606 ft
3834 11/29/15 21:15 UMORE OB Well 874.622 ft
3835 11/29/15 21:20 UMORE OB Well 874.606 ft
3836 11/29/15 21:25 UMORE OB Well 874.606 ft
3837 11/29/15 21:30 UMORE OB Well 874.622 ft
3838 11/29/15 21:35 UMORE OB Well 874.622 ft
3839 11/29/15 21:40 UMORE OB Well 874.637 ft
3840 11/29/15 21:45 UMORE OB Well 874.622 ft
3841 11/29/15 21:50 UMORE OB Well 874.622 ft
3842 11/29/15 21:55 UMORE OB Well 874.622 ft
3843 11/29/15 22:00 UMORE OB Well 874.606 ft
3844 11/29/15 22:05 UMORE OB Well 874.622 ft
3845 11/29/15 22:15 UMORE OB Well 874.622 ft
AET Project No. 03-05081 Page E189 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3846 11/29/15 22:20 UMORE OB Well 874.622 ft
3847 11/29/15 22:25 UMORE OB Well 874.622 ft
3848 11/29/15 22:30 UMORE OB Well 874.622 ft
3849 11/29/15 22:35 UMORE OB Well 874.622 ft
3850 11/29/15 22:40 UMORE OB Well 874.637 ft
3851 11/29/15 22:45 UMORE OB Well 874.622 ft
3852 11/29/15 22:50 UMORE OB Well 874.622 ft
3853 11/29/15 22:55 UMORE OB Well 874.622 ft
3854 11/29/15 23:00 UMORE OB Well 874.637 ft
3855 11/29/15 23:05 UMORE OB Well 874.622 ft
3856 11/29/15 23:15 UMORE OB Well 874.637 ft
3857 11/29/15 23:20 UMORE OB Well 874.622 ft
3858 11/29/15 23:25 UMORE OB Well 874.606 ft
3859 11/29/15 23:30 UMORE OB Well 874.622 ft
3860 11/29/15 23:35 UMORE OB Well 874.622 ft
3861 11/29/15 23:35 UMORE OB Well 874.622 ft
3862 11/29/15 23:40 UMORE OB Well 874.591 ft
3863 11/29/15 23:45 UMORE OB Well 874.606 ft
3864 11/29/15 23:50 UMORE OB Well 874.591 ft
3865 11/29/15 23:55 UMORE OB Well 874.591 ft
3866 11/30/15 0:00 UMORE OB Well 874.606 ft
3867 11/30/15 0:05 UMORE OB Well 874.591 ft
3868 11/30/15 0:15 UMORE OB Well 874.591 ft
3869 11/30/15 0:20 UMORE OB Well 874.591 ft
3870 11/30/15 0:20 UMORE OB Well 874.576 ft
3871 11/30/15 0:25 UMORE OB Well 874.576 ft
3872 11/30/15 0:30 UMORE OB Well 874.576 ft
3873 11/30/15 0:35 UMORE OB Well 874.561 ft
3874 11/30/15 0:40 UMORE OB Well 874.561 ft
3875 11/30/15 0:45 UMORE OB Well 874.576 ft
3876 11/30/15 0:50 UMORE OB Well 874.561 ft
3877 11/30/15 0:55 UMORE OB Well 874.561 ft
3878 11/30/15 1:00 UMORE OB Well 874.545 ft
3879 11/30/15 1:05 UMORE OB Well 874.561 ft
3880 11/30/15 1:15 UMORE OB Well 874.545 ft
3881 11/30/15 1:20 UMORE OB Well 874.545 ft
3882 11/30/15 1:25 UMORE OB Well 874.545 ft
3883 11/30/15 1:30 UMORE OB Well 874.545 ft
3884 11/30/15 1:35 UMORE OB Well 874.545 ft
3885 11/30/15 1:40 UMORE OB Well 874.545 ft
3886 11/30/15 1:45 UMORE OB Well 874.53 ft
3887 11/30/15 1:50 UMORE OB Well 874.545 ft
3888 11/30/15 1:55 UMORE OB Well 874.545 ft
3889 11/30/15 2:00 UMORE OB Well 874.53 ft
3890 11/30/15 2:05 UMORE OB Well 874.53 ft
AET Project No. 03-05081 Page E190 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3891 11/30/15 2:15 UMORE OB Well 874.53 ft
3892 11/30/15 2:20 UMORE OB Well 874.515 ft
3893 11/30/15 2:25 UMORE OB Well 874.515 ft
3894 11/30/15 2:30 UMORE OB Well 874.515 ft
3895 11/30/15 2:35 UMORE OB Well 874.53 ft
3896 11/30/15 2:40 UMORE OB Well 874.515 ft
3897 11/30/15 2:45 UMORE OB Well 874.53 ft
3898 11/30/15 2:50 UMORE OB Well 874.53 ft
3899 11/30/15 2:55 UMORE OB Well 874.53 ft
3900 11/30/15 3:00 UMORE OB Well 874.515 ft
3901 11/30/15 3:05 UMORE OB Well 874.53 ft
3902 11/30/15 7:15 UMORE OB Well 874.667 ft
3903 11/30/15 7:20 UMORE OB Well 874.683 ft
3904 11/30/15 7:25 UMORE OB Well 874.667 ft
3905 11/30/15 7:30 UMORE OB Well 874.667 ft
3906 11/30/15 7:35 UMORE OB Well 874.667 ft
3907 11/30/15 7:40 UMORE OB Well 874.667 ft
3908 11/30/15 7:45 UMORE OB Well 874.683 ft
3909 11/30/15 7:50 UMORE OB Well 874.683 ft
3910 11/30/15 7:55 UMORE OB Well 874.683 ft
3911 11/30/15 8:00 UMORE OB Well 874.683 ft
3912 11/30/15 8:05 UMORE OB Well 874.698 ft
3913 11/30/15 8:15 UMORE OB Well 874.698 ft
3914 11/30/15 8:20 UMORE OB Well 874.683 ft
3915 11/30/15 8:25 UMORE OB Well 874.683 ft
3916 11/30/15 8:30 UMORE OB Well 874.683 ft
3917 11/30/15 8:35 UMORE OB Well 874.667 ft
3918 11/30/15 8:40 UMORE OB Well 874.667 ft
3919 11/30/15 8:45 UMORE OB Well 874.667 ft
3920 11/30/15 8:50 UMORE OB Well 874.667 ft
3921 11/30/15 8:55 UMORE OB Well 874.667 ft
3922 11/30/15 9:00 UMORE OB Well 874.667 ft
3923 11/30/15 9:05 UMORE OB Well 874.683 ft
3924 11/30/15 9:15 UMORE OB Well 874.683 ft
3925 11/30/15 9:25 UMORE OB Well 874.667 ft
3926 11/30/15 9:30 UMORE OB Well 874.667 ft
3927 11/30/15 9:35 UMORE OB Well 874.652 ft
3928 11/30/15 9:40 UMORE OB Well 874.652 ft
3929 11/30/15 9:45 UMORE OB Well 874.652 ft
3930 11/30/15 9:50 UMORE OB Well 874.652 ft
3931 11/30/15 9:55 UMORE OB Well 874.652 ft
3932 11/30/15 10:00 UMORE OB Well 874.667 ft
3933 11/30/15 10:05 UMORE OB Well 874.637 ft
3934 11/30/15 10:15 UMORE OB Well 874.637 ft
3935 11/30/15 10:20 UMORE OB Well 874.652 ft
AET Project No. 03-05081 Page E191 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3936 11/30/15 10:25 UMORE OB Well 874.637 ft
3937 11/30/15 10:30 UMORE OB Well 874.652 ft
3938 11/30/15 10:35 UMORE OB Well 874.637 ft
3939 11/30/15 10:40 UMORE OB Well 874.622 ft
3940 11/30/15 10:45 UMORE OB Well 874.637 ft
3941 11/30/15 10:50 UMORE OB Well 874.622 ft
3942 11/30/15 10:55 UMORE OB Well 874.637 ft
3943 11/30/15 11:00 UMORE OB Well 874.622 ft
3944 11/30/15 11:05 UMORE OB Well 874.606 ft
3945 11/30/15 11:15 UMORE OB Well 874.606 ft
3946 11/30/15 11:20 UMORE OB Well 874.606 ft
3947 11/30/15 11:25 UMORE OB Well 874.622 ft
3948 11/30/15 11:30 UMORE OB Well 874.622 ft
3949 11/30/15 11:35 UMORE OB Well 874.622 ft
3950 11/30/15 11:35 UMORE OB Well 874.622 ft
3951 11/30/15 11:40 UMORE OB Well 874.606 ft
3952 11/30/15 11:45 UMORE OB Well 874.606 ft
3953 11/30/15 11:50 UMORE OB Well 874.606 ft
3954 11/30/15 11:55 UMORE OB Well 874.606 ft
3955 11/30/15 12:00 UMORE OB Well 874.606 ft
3956 11/30/15 12:05 UMORE OB Well 874.622 ft
3957 11/30/15 12:15 UMORE OB Well 874.622 ft
3958 11/30/15 12:20 UMORE OB Well 874.637 ft
3959 11/30/15 12:20 UMORE OB Well 874.622 ft
3960 11/30/15 12:25 UMORE OB Well 874.606 ft
3961 11/30/15 12:30 UMORE OB Well 874.637 ft
3962 11/30/15 12:35 UMORE OB Well 874.622 ft
3963 11/30/15 12:40 UMORE OB Well 874.622 ft
3964 11/30/15 12:45 UMORE OB Well 874.622 ft
3965 11/30/15 12:50 UMORE OB Well 874.637 ft
3966 11/30/15 12:55 UMORE OB Well 874.637 ft
3967 11/30/15 13:00 UMORE OB Well 874.652 ft
3968 11/30/15 13:05 UMORE OB Well 874.637 ft
3969 11/30/15 13:15 UMORE OB Well 874.637 ft
3970 11/30/15 13:20 UMORE OB Well 874.652 ft
3971 11/30/15 13:25 UMORE OB Well 874.652 ft
3972 11/30/15 13:30 UMORE OB Well 874.637 ft
3973 11/30/15 13:35 UMORE OB Well 874.652 ft
3974 11/30/15 13:40 UMORE OB Well 874.637 ft
3975 11/30/15 13:45 UMORE OB Well 874.637 ft
3976 11/30/15 13:50 UMORE OB Well 874.652 ft
3977 11/30/15 13:55 UMORE OB Well 874.637 ft
3978 11/30/15 14:00 UMORE OB Well 874.652 ft
3979 11/30/15 14:15 UMORE OB Well 874.637 ft
3980 11/30/15 14:30 UMORE OB Well 874.652 ft
AET Project No. 03-05081 Page E192 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
3981 11/30/15 14:45 UMORE OB Well 874.637 ft
3982 11/30/15 15:00 UMORE OB Well 874.652 ft
3983 11/30/15 15:15 UMORE OB Well 874.652 ft
3984 11/30/15 15:30 UMORE OB Well 874.637 ft
3985 11/30/15 15:45 UMORE OB Well 874.637 ft
3986 11/30/15 16:00 UMORE OB Well 874.637 ft
3987 11/30/15 16:15 UMORE OB Well 874.652 ft
3988 11/30/15 16:30 UMORE OB Well 874.652 ft
3989 11/30/15 16:45 UMORE OB Well 874.667 ft
3990 11/30/15 17:00 UMORE OB Well 874.667 ft
3991 11/30/15 17:15 UMORE OB Well 874.683 ft
3992 11/30/15 17:30 UMORE OB Well 874.698 ft
3993 11/30/15 17:45 UMORE OB Well 874.713 ft
3994 11/30/15 18:00 UMORE OB Well 874.591 ft
3995 11/30/15 18:15 UMORE OB Well 874.729 ft
3996 11/30/15 18:30 UMORE OB Well 874.759 ft
3997 11/30/15 18:45 UMORE OB Well 874.759 ft
3998 11/30/15 19:00 UMORE OB Well 874.774 ft
3999 11/30/15 19:15 UMORE OB Well 874.774 ft
4000 11/30/15 19:15 UMORE OB Well 874.759 ft
4001 11/30/15 19:30 UMORE OB Well 874.759 ft
4002 11/30/15 19:45 UMORE OB Well 874.79 ft
4003 11/30/15 20:00 UMORE OB Well 874.774 ft
4004 11/30/15 20:00 UMORE OB Well 874.774 ft
4005 11/30/15 20:15 UMORE OB Well 874.79 ft
4006 11/30/15 20:30 UMORE OB Well 874.805 ft
4007 11/30/15 20:45 UMORE OB Well 874.79 ft
4008 11/30/15 21:00 UMORE OB Well 874.805 ft
4009 11/30/15 21:15 UMORE OB Well 874.805 ft
4010 11/30/15 21:30 UMORE OB Well 874.79 ft
4011 11/30/15 21:45 UMORE OB Well 874.805 ft
4012 11/30/15 22:00 UMORE OB Well 874.79 ft
4013 11/30/15 22:15 UMORE OB Well 874.774 ft
4014 11/30/15 22:30 UMORE OB Well 874.774 ft
4015 11/30/15 22:45 UMORE OB Well 874.774 ft
4016 11/30/15 23:00 UMORE OB Well 874.744 ft
4017 11/30/15 23:15 UMORE OB Well 874.759 ft
4018 11/30/15 23:30 UMORE OB Well 874.744 ft
4019 11/30/15 23:45 UMORE OB Well 874.729 ft
4020 12/1/15 0:00 UMORE OB Well 874.713 ft
4021 12/1/15 0:15 UMORE OB Well 874.713 ft
4022 12/1/15 0:30 UMORE OB Well 874.713 ft
4023 12/1/15 0:45 UMORE OB Well 874.713 ft
4024 12/1/15 1:00 UMORE OB Well 874.713 ft
4025 12/1/15 1:15 UMORE OB Well 874.698 ft
AET Project No. 03-05081 Page E193 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4026 12/1/15 1:30 UMORE OB Well 874.683 ft
4027 12/1/15 1:45 UMORE OB Well 874.698 ft
4028 12/1/15 2:00 UMORE OB Well 874.683 ft
4029 12/1/15 2:15 UMORE OB Well 874.698 ft
4030 12/1/15 2:30 UMORE OB Well 874.683 ft
4031 12/1/15 2:45 UMORE OB Well 874.698 ft
4032 12/1/15 3:00 UMORE OB Well 874.713 ft
4033 12/1/15 3:15 UMORE OB Well 874.729 ft
4034 12/1/15 3:30 UMORE OB Well 874.729 ft
4035 12/1/15 3:45 UMORE OB Well 874.729 ft
4036 12/1/15 4:00 UMORE OB Well 874.744 ft
4037 12/1/15 4:15 UMORE OB Well 874.744 ft
4038 12/1/15 4:30 UMORE OB Well 874.759 ft
4039 12/1/15 4:45 UMORE OB Well 874.774 ft
4040 12/1/15 5:00 UMORE OB Well 874.774 ft
4041 12/1/15 5:15 UMORE OB Well 874.79 ft
4042 12/1/15 5:30 UMORE OB Well 874.805 ft
4043 12/1/15 5:45 UMORE OB Well 874.805 ft
4044 12/1/15 6:00 UMORE OB Well 874.805 ft
4045 12/1/15 6:15 UMORE OB Well 874.805 ft
4046 12/1/15 6:30 UMORE OB Well 874.79 ft
4047 12/1/15 6:45 UMORE OB Well 874.79 ft
4048 12/1/15 7:00 UMORE OB Well 874.805 ft
4049 12/1/15 7:15 UMORE OB Well 874.805 ft
4050 12/1/15 7:30 UMORE OB Well 874.79 ft
4051 12/1/15 7:45 UMORE OB Well 874.79 ft
4052 12/1/15 8:00 UMORE OB Well 874.79 ft
4053 12/1/15 8:15 UMORE OB Well 874.759 ft
4054 12/1/15 8:30 UMORE OB Well 874.759 ft
4055 12/1/15 8:45 UMORE OB Well 874.744 ft
4056 12/1/15 9:00 UMORE OB Well 874.744 ft
4057 12/1/15 9:15 UMORE OB Well 874.729 ft
4058 12/1/15 9:30 UMORE OB Well 874.713 ft
4059 12/1/15 9:45 UMORE OB Well 874.713 ft
4060 12/1/15 10:00 UMORE OB Well 874.698 ft
4061 12/1/15 10:15 UMORE OB Well 874.683 ft
4062 12/1/15 10:30 UMORE OB Well 874.683 ft
4063 12/1/15 10:45 UMORE OB Well 874.652 ft
4064 12/1/15 11:00 UMORE OB Well 874.667 ft
4065 12/1/15 11:15 UMORE OB Well 874.637 ft
4066 12/1/15 11:30 UMORE OB Well 874.637 ft
4067 12/1/15 11:45 UMORE OB Well 874.637 ft
4068 12/1/15 12:00 UMORE OB Well 874.622 ft
4069 12/1/15 12:15 UMORE OB Well 874.637 ft
4070 12/1/15 12:30 UMORE OB Well 874.622 ft
AET Project No. 03-05081 Page E194 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4071 12/1/15 12:45 UMORE OB Well 874.622 ft
4072 12/1/15 13:00 UMORE OB Well 874.622 ft
4073 12/1/15 13:00 UMORE OB Well 874.591 ft
4074 12/1/15 13:15 UMORE OB Well 874.606 ft
4075 12/1/15 13:30 UMORE OB Well 874.591 ft
4076 12/1/15 13:45 UMORE OB Well 874.591 ft
4077 12/1/15 13:45 UMORE OB Well 874.576 ft
4078 12/1/15 14:00 UMORE OB Well 874.576 ft
4079 12/1/15 14:15 UMORE OB Well 874.576 ft
4080 12/1/15 14:30 UMORE OB Well 874.576 ft
4081 12/1/15 14:30 UMORE OB Well 874.561 ft
4082 12/1/15 14:45 UMORE OB Well 874.561 ft
4083 12/1/15 15:00 UMORE OB Well 874.561 ft
4084 12/1/15 15:15 UMORE OB Well 874.545 ft
4085 12/1/15 15:30 UMORE OB Well 874.561 ft
4086 12/1/15 15:45 UMORE OB Well 874.561 ft
4087 12/1/15 16:00 UMORE OB Well 874.561 ft
4088 12/1/15 16:15 UMORE OB Well 874.561 ft
4089 12/1/15 16:30 UMORE OB Well 874.576 ft
4090 12/1/15 16:45 UMORE OB Well 874.576 ft
4091 12/1/15 17:00 UMORE OB Well 874.576 ft
4092 12/1/15 17:15 UMORE OB Well 874.591 ft
4093 12/1/15 17:30 UMORE OB Well 874.591 ft
4094 12/1/15 17:45 UMORE OB Well 874.591 ft
4095 12/1/15 18:00 UMORE OB Well 874.439 ft
4096 12/1/15 18:15 UMORE OB Well 874.591 ft
4097 12/1/15 18:30 UMORE OB Well 874.606 ft
4098 12/1/15 18:45 UMORE OB Well 874.591 ft
4099 12/1/15 19:00 UMORE OB Well 874.606 ft
4100 12/1/15 19:15 UMORE OB Well 874.622 ft
4101 12/1/15 19:30 UMORE OB Well 874.637 ft
4102 12/1/15 19:45 UMORE OB Well 874.622 ft
4103 12/1/15 20:00 UMORE OB Well 874.622 ft
4104 12/1/15 20:15 UMORE OB Well 874.637 ft
4105 12/1/15 20:30 UMORE OB Well 874.637 ft
4106 12/1/15 20:45 UMORE OB Well 874.622 ft
4107 12/1/15 21:00 UMORE OB Well 874.606 ft
4108 12/1/15 21:15 UMORE OB Well 874.606 ft
4109 12/1/15 21:30 UMORE OB Well 874.606 ft
4110 12/1/15 21:45 UMORE OB Well 874.591 ft
4111 12/1/15 22:00 UMORE OB Well 874.576 ft
4112 12/1/15 22:15 UMORE OB Well 874.576 ft
4113 12/1/15 22:30 UMORE OB Well 874.561 ft
4114 12/1/15 22:45 UMORE OB Well 874.545 ft
4115 12/1/15 23:00 UMORE OB Well 874.545 ft
AET Project No. 03-05081 Page E195 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4116 12/1/15 23:15 UMORE OB Well 874.545 ft
4117 12/1/15 23:30 UMORE OB Well 874.53 ft
4118 12/1/15 23:45 UMORE OB Well 874.515 ft
4119 12/2/15 0:00 UMORE OB Well 874.515 ft
4120 12/2/15 0:15 UMORE OB Well 874.515 ft
4121 12/2/15 0:30 UMORE OB Well 874.515 ft
4122 12/2/15 0:45 UMORE OB Well 874.515 ft
4123 12/2/15 1:00 UMORE OB Well 874.5 ft
4124 12/2/15 1:15 UMORE OB Well 874.5 ft
4125 12/2/15 1:30 UMORE OB Well 874.5 ft
4126 12/2/15 1:45 UMORE OB Well 874.484 ft
4127 12/2/15 2:00 UMORE OB Well 874.484 ft
4128 12/2/15 2:15 UMORE OB Well 874.5 ft
4129 12/2/15 2:30 UMORE OB Well 874.5 ft
4130 12/2/15 2:45 UMORE OB Well 874.515 ft
4131 12/2/15 3:00 UMORE OB Well 874.515 ft
4132 12/2/15 3:15 UMORE OB Well 874.515 ft
4133 12/2/15 3:30 UMORE OB Well 874.53 ft
4134 12/2/15 3:45 UMORE OB Well 874.53 ft
4135 12/2/15 4:00 UMORE OB Well 874.545 ft
4136 12/2/15 4:15 UMORE OB Well 874.561 ft
4137 12/2/15 4:30 UMORE OB Well 874.545 ft
4138 12/2/15 4:45 UMORE OB Well 874.561 ft
4139 12/2/15 5:00 UMORE OB Well 874.561 ft
4140 12/2/15 5:15 UMORE OB Well 874.561 ft
4141 12/2/15 5:30 UMORE OB Well 874.576 ft
4142 12/2/15 5:45 UMORE OB Well 874.576 ft
4143 12/2/15 6:00 UMORE OB Well 874.576 ft
4144 12/2/15 6:15 UMORE OB Well 874.561 ft
4145 12/2/15 6:30 UMORE OB Well 874.576 ft
4146 12/2/15 6:45 UMORE OB Well 874.561 ft
4147 12/2/15 7:00 UMORE OB Well 874.576 ft
4148 12/2/15 7:15 UMORE OB Well 874.561 ft
4149 12/2/15 7:30 UMORE OB Well 874.561 ft
4150 12/2/15 7:45 UMORE OB Well 874.561 ft
4151 12/2/15 8:00 UMORE OB Well 874.545 ft
4152 12/2/15 8:15 UMORE OB Well 874.545 ft
4153 12/2/15 8:30 UMORE OB Well 874.545 ft
4154 12/2/15 8:45 UMORE OB Well 874.515 ft
4155 12/2/15 9:00 UMORE OB Well 874.5 ft
4156 12/2/15 9:15 UMORE OB Well 874.484 ft
4157 12/2/15 9:30 UMORE OB Well 874.5 ft
4158 12/2/15 9:45 UMORE OB Well 874.484 ft
4159 12/2/15 10:00 UMORE OB Well 874.469 ft
4160 12/2/15 10:15 UMORE OB Well 874.469 ft
AET Project No. 03-05081 Page E196 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4161 12/2/15 10:30 UMORE OB Well 874.439 ft
4162 12/2/15 10:45 UMORE OB Well 874.423 ft
4163 12/2/15 11:00 UMORE OB Well 874.454 ft
4164 12/2/15 11:15 UMORE OB Well 874.439 ft
4165 12/2/15 11:30 UMORE OB Well 874.439 ft
4166 12/2/15 11:45 UMORE OB Well 874.423 ft
4167 12/2/15 12:00 UMORE OB Well 874.439 ft
4168 12/2/15 12:15 UMORE OB Well 874.439 ft
4169 12/2/15 12:30 UMORE OB Well 874.423 ft
4170 12/2/15 12:45 UMORE OB Well 874.439 ft
4171 12/2/15 13:00 UMORE OB Well 874.423 ft
4172 12/2/15 13:15 UMORE OB Well 874.423 ft
4173 12/2/15 13:30 UMORE OB Well 874.423 ft
4174 12/2/15 13:45 UMORE OB Well 874.423 ft
4175 12/2/15 14:00 UMORE OB Well 874.408 ft
4176 12/2/15 14:15 UMORE OB Well 874.408 ft
4177 12/2/15 14:30 UMORE OB Well 874.393 ft
4178 12/2/15 14:45 UMORE OB Well 874.393 ft
4179 12/2/15 15:00 UMORE OB Well 874.408 ft
4180 12/2/15 15:15 UMORE OB Well 874.393 ft
4181 12/2/15 15:30 UMORE OB Well 874.408 ft
4182 12/2/15 15:45 UMORE OB Well 874.408 ft
4183 12/2/15 16:00 UMORE OB Well 874.408 ft
4184 12/2/15 16:15 UMORE OB Well 874.393 ft
4185 12/2/15 16:30 UMORE OB Well 874.408 ft
4186 12/2/15 16:45 UMORE OB Well 874.423 ft
4187 12/2/15 17:00 UMORE OB Well 874.408 ft
4188 12/2/15 17:15 UMORE OB Well 874.439 ft
4189 12/2/15 17:30 UMORE OB Well 874.423 ft
4190 12/2/15 17:45 UMORE OB Well 874.439 ft
4191 12/2/15 18:15 UMORE OB Well 874.423 ft
4192 12/2/15 18:30 UMORE OB Well 874.454 ft
4193 12/2/15 18:45 UMORE OB Well 874.439 ft
4194 12/2/15 19:00 UMORE OB Well 874.439 ft
4195 12/2/15 19:15 UMORE OB Well 874.454 ft
4196 12/2/15 19:30 UMORE OB Well 874.439 ft
4197 12/2/15 19:45 UMORE OB Well 874.454 ft
4198 12/2/15 20:00 UMORE OB Well 874.454 ft
4199 12/2/15 20:15 UMORE OB Well 874.469 ft
4200 12/2/15 20:30 UMORE OB Well 874.439 ft
4201 12/2/15 20:45 UMORE OB Well 874.454 ft
4202 12/2/15 21:00 UMORE OB Well 874.423 ft
4203 12/2/15 21:15 UMORE OB Well 874.423 ft
4204 12/2/15 21:30 UMORE OB Well 874.393 ft
4205 12/2/15 21:45 UMORE OB Well 874.408 ft
AET Project No. 03-05081 Page E197 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4206 12/2/15 22:00 UMORE OB Well 874.393 ft
4207 12/2/15 22:15 UMORE OB Well 874.377 ft
4208 12/2/15 22:30 UMORE OB Well 874.393 ft
4209 12/2/15 22:45 UMORE OB Well 874.362 ft
4210 12/2/15 23:00 UMORE OB Well 874.362 ft
4211 12/2/15 23:15 UMORE OB Well 874.362 ft
4212 12/2/15 23:30 UMORE OB Well 874.362 ft
4213 12/2/15 23:45 UMORE OB Well 874.347 ft
4214 12/3/15 0:00 UMORE OB Well 874.362 ft
4215 12/3/15 0:15 UMORE OB Well 874.332 ft
4216 12/3/15 0:30 UMORE OB Well 874.332 ft
4217 12/3/15 0:45 UMORE OB Well 874.332 ft
4218 12/3/15 1:00 UMORE OB Well 874.347 ft
4219 12/3/15 1:15 UMORE OB Well 874.362 ft
4220 12/3/15 1:30 UMORE OB Well 874.362 ft
4221 12/3/15 1:45 UMORE OB Well 874.362 ft
4222 12/3/15 2:00 UMORE OB Well 874.362 ft
4223 12/3/15 2:15 UMORE OB Well 874.377 ft
4224 12/3/15 2:30 UMORE OB Well 874.377 ft
4225 12/3/15 2:45 UMORE OB Well 874.393 ft
4226 12/3/15 3:00 UMORE OB Well 874.393 ft
4227 12/3/15 3:15 UMORE OB Well 874.393 ft
4228 12/3/15 3:30 UMORE OB Well 874.423 ft
4229 12/3/15 3:45 UMORE OB Well 874.423 ft
4230 12/3/15 4:00 UMORE OB Well 874.423 ft
4231 12/3/15 4:15 UMORE OB Well 874.439 ft
4232 12/3/15 4:30 UMORE OB Well 874.423 ft
4233 12/3/15 4:45 UMORE OB Well 874.454 ft
4234 12/3/15 5:00 UMORE OB Well 874.454 ft
4235 12/3/15 5:15 UMORE OB Well 874.439 ft
4236 12/3/15 5:30 UMORE OB Well 874.454 ft
4237 12/3/15 5:45 UMORE OB Well 874.469 ft
4238 12/3/15 6:00 UMORE OB Well 874.469 ft
4239 12/3/15 6:15 UMORE OB Well 874.454 ft
4240 12/3/15 6:30 UMORE OB Well 874.484 ft
4241 12/3/15 6:45 UMORE OB Well 874.454 ft
4242 12/3/15 7:00 UMORE OB Well 874.469 ft
4243 12/3/15 7:15 UMORE OB Well 874.469 ft
4244 12/3/15 7:30 UMORE OB Well 874.469 ft
4245 12/3/15 7:45 UMORE OB Well 874.454 ft
4246 12/3/15 8:00 UMORE OB Well 874.454 ft
4247 12/3/15 8:15 UMORE OB Well 874.454 ft
4248 12/3/15 8:30 UMORE OB Well 874.454 ft
4249 12/3/15 8:45 UMORE OB Well 874.454 ft
4250 12/3/15 9:00 UMORE OB Well 874.423 ft
AET Project No. 03-05081 Page E198 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4251 12/3/15 9:15 UMORE OB Well 874.423 ft
4252 12/3/15 9:30 UMORE OB Well 874.423 ft
4253 12/3/15 9:45 UMORE OB Well 874.408 ft
4254 12/3/15 10:00 UMORE OB Well 874.393 ft
4255 12/3/15 10:15 UMORE OB Well 874.408 ft
4256 12/3/15 10:30 UMORE OB Well 874.393 ft
4257 12/3/15 10:45 UMORE OB Well 874.393 ft
4258 12/3/15 11:00 UMORE OB Well 874.408 ft
4259 12/3/15 11:15 UMORE OB Well 874.377 ft
4260 12/3/15 11:30 UMORE OB Well 874.393 ft
4261 12/3/15 11:45 UMORE OB Well 874.408 ft
4262 12/3/15 12:00 UMORE OB Well 874.408 ft
4263 12/3/15 12:15 UMORE OB Well 874.423 ft
4264 12/3/15 12:30 UMORE OB Well 874.408 ft
4265 12/3/15 12:45 UMORE OB Well 874.408 ft
4266 12/3/15 13:00 UMORE OB Well 874.423 ft
4267 12/3/15 13:15 UMORE OB Well 874.408 ft
4268 12/3/15 13:30 UMORE OB Well 874.408 ft
4269 12/3/15 13:45 UMORE OB Well 874.408 ft
4270 12/3/15 14:00 UMORE OB Well 874.408 ft
4271 12/3/15 14:15 UMORE OB Well 874.439 ft
4272 12/3/15 14:30 UMORE OB Well 874.439 ft
4273 12/3/15 14:45 UMORE OB Well 874.423 ft
4274 12/3/15 15:00 UMORE OB Well 874.454 ft
4275 12/3/15 15:15 UMORE OB Well 874.454 ft
4276 12/3/15 15:30 UMORE OB Well 874.423 ft
4277 12/3/15 15:45 UMORE OB Well 874.454 ft
4278 12/3/15 16:00 UMORE OB Well 874.454 ft
4279 12/3/15 16:15 UMORE OB Well 874.469 ft
4280 12/3/15 16:30 UMORE OB Well 874.469 ft
4281 12/3/15 16:45 UMORE OB Well 874.484 ft
4282 12/3/15 17:00 UMORE OB Well 874.484 ft
4283 12/3/15 17:15 UMORE OB Well 874.469 ft
4284 12/3/15 17:30 UMORE OB Well 874.484 ft
4285 12/3/15 17:45 UMORE OB Well 874.5 ft
4286 12/3/15 18:00 UMORE OB Well 874.53 ft
4287 12/3/15 18:15 UMORE OB Well 874.5 ft
4288 12/3/15 18:30 UMORE OB Well 874.5 ft
4289 12/3/15 18:45 UMORE OB Well 874.515 ft
4290 12/3/15 19:00 UMORE OB Well 874.5 ft
4291 12/3/15 19:15 UMORE OB Well 874.469 ft
4292 12/3/15 19:30 UMORE OB Well 874.469 ft
4293 12/3/15 19:45 UMORE OB Well 874.439 ft
4294 12/3/15 20:00 UMORE OB Well 874.454 ft
4295 12/3/15 20:15 UMORE OB Well 874.423 ft
AET Project No. 03-05081 Page E199 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4296 12/3/15 20:30 UMORE OB Well 874.408 ft
4297 12/3/15 20:45 UMORE OB Well 874.423 ft
4298 12/3/15 21:00 UMORE OB Well 874.408 ft
4299 12/3/15 21:15 UMORE OB Well 874.393 ft
4300 12/3/15 21:30 UMORE OB Well 874.408 ft
4301 12/3/15 21:45 UMORE OB Well 874.408 ft
4302 12/3/15 22:00 UMORE OB Well 874.393 ft
4303 12/3/15 22:15 UMORE OB Well 874.393 ft
4304 12/3/15 22:30 UMORE OB Well 874.393 ft
4305 12/3/15 22:45 UMORE OB Well 874.377 ft
4306 12/3/15 23:00 UMORE OB Well 874.393 ft
4307 12/3/15 23:15 UMORE OB Well 874.377 ft
4308 12/3/15 23:30 UMORE OB Well 874.377 ft
4309 12/3/15 23:45 UMORE OB Well 874.377 ft
4310 12/4/15 0:00 UMORE OB Well 874.393 ft
4311 12/4/15 0:15 UMORE OB Well 874.408 ft
4312 12/4/15 0:30 UMORE OB Well 874.408 ft
4313 12/4/15 0:45 UMORE OB Well 874.423 ft
4314 12/4/15 1:00 UMORE OB Well 874.439 ft
4315 12/4/15 1:15 UMORE OB Well 874.439 ft
4316 12/4/15 1:30 UMORE OB Well 874.439 ft
4317 12/4/15 1:45 UMORE OB Well 874.469 ft
4318 12/4/15 2:00 UMORE OB Well 874.454 ft
4319 12/4/15 2:15 UMORE OB Well 874.469 ft
4320 12/4/15 2:15 UMORE OB Well 874.454 ft
4321 12/4/15 2:30 UMORE OB Well 874.469 ft
4322 12/4/15 2:45 UMORE OB Well 874.469 ft
4323 12/4/15 3:00 UMORE OB Well 874.469 ft
4324 12/4/15 3:00 UMORE OB Well 874.469 ft
4325 12/4/15 3:15 UMORE OB Well 874.484 ft
4326 12/4/15 3:30 UMORE OB Well 874.484 ft
4327 12/4/15 3:45 UMORE OB Well 874.484 ft
4328 12/4/15 3:45 UMORE OB Well 874.5 ft
4329 12/4/15 4:00 UMORE OB Well 874.5 ft
4330 12/4/15 4:15 UMORE OB Well 874.515 ft
4331 12/4/15 4:30 UMORE OB Well 874.515 ft
4332 12/4/15 4:45 UMORE OB Well 874.515 ft
4333 12/4/15 5:00 UMORE OB Well 874.5 ft
4334 12/4/15 5:15 UMORE OB Well 874.515 ft
4335 12/4/15 5:30 UMORE OB Well 874.515 ft
4336 12/4/15 5:45 UMORE OB Well 874.515 ft
4337 12/4/15 6:00 UMORE OB Well 874.515 ft
4338 12/4/15 6:15 UMORE OB Well 874.515 ft
4339 12/4/15 6:30 UMORE OB Well 874.515 ft
4340 12/4/15 6:45 UMORE OB Well 874.5 ft
AET Project No. 03-05081 Page E200 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4341 12/4/15 7:00 UMORE OB Well 874.5 ft
4342 12/4/15 7:15 UMORE OB Well 874.515 ft
4343 12/4/15 7:30 UMORE OB Well 874.484 ft
4344 12/4/15 7:45 UMORE OB Well 874.469 ft
4345 12/4/15 8:00 UMORE OB Well 874.469 ft
4346 12/4/15 8:15 UMORE OB Well 874.454 ft
4347 12/4/15 8:30 UMORE OB Well 874.469 ft
4348 12/4/15 8:45 UMORE OB Well 874.439 ft
4349 12/4/15 9:00 UMORE OB Well 874.454 ft
4350 12/4/15 9:15 UMORE OB Well 874.439 ft
4351 12/4/15 9:30 UMORE OB Well 874.423 ft
4352 12/4/15 9:45 UMORE OB Well 874.439 ft
4353 12/4/15 10:00 UMORE OB Well 874.439 ft
4354 12/4/15 10:15 UMORE OB Well 874.439 ft
4355 12/4/15 10:30 UMORE OB Well 874.423 ft
4356 12/4/15 10:45 UMORE OB Well 874.423 ft
4357 12/4/15 11:00 UMORE OB Well 874.423 ft
4358 12/4/15 11:15 UMORE OB Well 874.439 ft
4359 12/4/15 11:30 UMORE OB Well 874.423 ft
4360 12/4/15 11:45 UMORE OB Well 874.439 ft
4361 12/4/15 12:00 UMORE OB Well 874.423 ft
4362 12/4/15 12:15 UMORE OB Well 874.439 ft
4363 12/4/15 12:30 UMORE OB Well 874.423 ft
4364 12/4/15 12:45 UMORE OB Well 874.454 ft
4365 12/4/15 13:00 UMORE OB Well 874.454 ft
4366 12/4/15 13:15 UMORE OB Well 874.439 ft
4367 12/4/15 13:30 UMORE OB Well 874.454 ft
4368 12/4/15 13:45 UMORE OB Well 874.454 ft
4369 12/4/15 14:00 UMORE OB Well 874.439 ft
4370 12/4/15 14:15 UMORE OB Well 874.454 ft
4371 12/4/15 14:30 UMORE OB Well 874.469 ft
4372 12/4/15 14:45 UMORE OB Well 874.469 ft
4373 12/4/15 15:00 UMORE OB Well 874.484 ft
4374 12/4/15 15:15 UMORE OB Well 874.469 ft
4375 12/4/15 15:30 UMORE OB Well 874.484 ft
4376 12/4/15 15:45 UMORE OB Well 874.5 ft
4377 12/4/15 15:45 UMORE OB Well 874.5 ft
4378 12/4/15 16:00 UMORE OB Well 874.5 ft
4379 12/4/15 16:15 UMORE OB Well 874.484 ft
4380 12/4/15 16:30 UMORE OB Well 874.5 ft
4381 12/4/15 16:30 UMORE OB Well 874.5 ft
4382 12/4/15 16:45 UMORE OB Well 874.515 ft
4383 12/4/15 17:00 UMORE OB Well 874.515 ft
4384 12/4/15 17:15 UMORE OB Well 874.515 ft
4385 12/4/15 17:15 UMORE OB Well 874.515 ft
AET Project No. 03-05081 Page E201 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4386 12/4/15 17:30 UMORE OB Well 874.515 ft
4387 12/4/15 17:45 UMORE OB Well 874.53 ft
4388 12/4/15 18:00 UMORE OB Well 874.591 ft
4389 12/4/15 18:15 UMORE OB Well 874.53 ft
4390 12/4/15 18:30 UMORE OB Well 874.545 ft
4391 12/4/15 18:45 UMORE OB Well 874.53 ft
4392 12/4/15 19:00 UMORE OB Well 874.545 ft
4393 12/4/15 19:15 UMORE OB Well 874.545 ft
4394 12/4/15 19:30 UMORE OB Well 874.561 ft
4395 12/4/15 19:45 UMORE OB Well 874.53 ft
4396 12/4/15 20:00 UMORE OB Well 874.545 ft
4397 12/4/15 20:15 UMORE OB Well 874.53 ft
4398 12/4/15 20:30 UMORE OB Well 874.515 ft
4399 12/4/15 20:45 UMORE OB Well 874.515 ft
4400 12/4/15 21:00 UMORE OB Well 874.5 ft
4401 12/4/15 21:15 UMORE OB Well 874.515 ft
4402 12/4/15 21:30 UMORE OB Well 874.5 ft
4403 12/4/15 21:45 UMORE OB Well 874.5 ft
4404 12/4/15 22:00 UMORE OB Well 874.484 ft
4405 12/4/15 22:15 UMORE OB Well 874.484 ft
4406 12/4/15 22:30 UMORE OB Well 874.469 ft
4407 12/4/15 22:45 UMORE OB Well 874.484 ft
4408 12/4/15 23:00 UMORE OB Well 874.454 ft
4409 12/4/15 23:15 UMORE OB Well 874.469 ft
4410 12/4/15 23:30 UMORE OB Well 874.469 ft
4411 12/4/15 23:45 UMORE OB Well 874.454 ft
4412 12/5/15 0:00 UMORE OB Well 874.454 ft
4413 12/5/15 0:15 UMORE OB Well 874.454 ft
4414 12/5/15 0:30 UMORE OB Well 874.469 ft
4415 12/5/15 0:45 UMORE OB Well 874.469 ft
4416 12/5/15 1:00 UMORE OB Well 874.469 ft
4417 12/5/15 1:15 UMORE OB Well 874.484 ft
4418 12/5/15 1:30 UMORE OB Well 874.5 ft
4419 12/5/15 1:45 UMORE OB Well 874.484 ft
4420 12/5/15 2:00 UMORE OB Well 874.515 ft
4421 12/5/15 2:15 UMORE OB Well 874.5 ft
4422 12/5/15 2:30 UMORE OB Well 874.515 ft
4423 12/5/15 2:45 UMORE OB Well 874.515 ft
4424 12/5/15 3:00 UMORE OB Well 874.53 ft
4425 12/5/15 3:15 UMORE OB Well 874.545 ft
4426 12/5/15 3:30 UMORE OB Well 874.545 ft
4427 12/5/15 3:45 UMORE OB Well 874.561 ft
4428 12/5/15 4:00 UMORE OB Well 874.545 ft
4429 12/5/15 4:15 UMORE OB Well 874.576 ft
4430 12/5/15 4:30 UMORE OB Well 874.591 ft
AET Project No. 03-05081 Page E202 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4431 12/5/15 4:45 UMORE OB Well 874.591 ft
4432 12/5/15 5:00 UMORE OB Well 874.591 ft
4433 12/5/15 5:15 UMORE OB Well 874.591 ft
4434 12/5/15 5:30 UMORE OB Well 874.606 ft
4435 12/5/15 5:45 UMORE OB Well 874.606 ft
4436 12/5/15 6:00 UMORE OB Well 874.622 ft
4437 12/5/15 6:15 UMORE OB Well 874.606 ft
4438 12/5/15 6:30 UMORE OB Well 874.622 ft
4439 12/5/15 6:45 UMORE OB Well 874.606 ft
4440 12/5/15 7:00 UMORE OB Well 874.606 ft
4441 12/5/15 7:15 UMORE OB Well 874.606 ft
4442 12/5/15 7:30 UMORE OB Well 874.591 ft
4443 12/5/15 7:45 UMORE OB Well 874.576 ft
4444 12/5/15 8:00 UMORE OB Well 874.561 ft
4445 12/5/15 8:15 UMORE OB Well 874.561 ft
4446 12/5/15 8:30 UMORE OB Well 874.545 ft
4447 12/5/15 8:45 UMORE OB Well 874.545 ft
4448 12/5/15 9:00 UMORE OB Well 874.515 ft
4449 12/5/15 9:15 UMORE OB Well 874.515 ft
4450 12/5/15 9:30 UMORE OB Well 874.5 ft
4451 12/5/15 9:45 UMORE OB Well 874.5 ft
4452 12/5/15 10:00 UMORE OB Well 874.5 ft
4453 12/5/15 10:15 UMORE OB Well 874.515 ft
4454 12/5/15 10:30 UMORE OB Well 874.484 ft
4455 12/5/15 10:45 UMORE OB Well 874.484 ft
4456 12/5/15 11:00 UMORE OB Well 874.5 ft
4457 12/5/15 11:15 UMORE OB Well 874.5 ft
4458 12/5/15 11:30 UMORE OB Well 874.515 ft
4459 12/5/15 11:45 UMORE OB Well 874.53 ft
4460 12/5/15 12:00 UMORE OB Well 874.53 ft
4461 12/5/15 12:15 UMORE OB Well 874.53 ft
4462 12/5/15 12:30 UMORE OB Well 874.515 ft
4463 12/5/15 12:45 UMORE OB Well 874.545 ft
4464 12/5/15 13:00 UMORE OB Well 874.561 ft
4465 12/5/15 13:15 UMORE OB Well 874.561 ft
4466 12/5/15 13:30 UMORE OB Well 874.576 ft
4467 12/5/15 13:45 UMORE OB Well 874.576 ft
4468 12/5/15 14:00 UMORE OB Well 874.591 ft
4469 12/5/15 14:15 UMORE OB Well 874.606 ft
4470 12/5/15 14:30 UMORE OB Well 874.591 ft
4471 12/5/15 14:45 UMORE OB Well 874.622 ft
4472 12/5/15 15:00 UMORE OB Well 874.606 ft
4473 12/5/15 15:15 UMORE OB Well 874.606 ft
4474 12/5/15 15:30 UMORE OB Well 874.591 ft
4475 12/5/15 15:45 UMORE OB Well 874.606 ft
AET Project No. 03-05081 Page E203 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4476 12/5/15 16:00 UMORE OB Well 874.591 ft
4477 12/5/15 16:15 UMORE OB Well 874.606 ft
4478 12/5/15 16:30 UMORE OB Well 874.606 ft
4479 12/5/15 16:45 UMORE OB Well 874.591 ft
4480 12/5/15 17:00 UMORE OB Well 874.591 ft
4481 12/5/15 17:15 UMORE OB Well 874.606 ft
4482 12/5/15 17:30 UMORE OB Well 874.606 ft
4483 12/5/15 17:45 UMORE OB Well 874.606 ft
4484 12/5/15 18:00 UMORE OB Well 874.576 ft
4485 12/5/15 18:15 UMORE OB Well 874.606 ft
4486 12/5/15 18:30 UMORE OB Well 874.591 ft
4487 12/5/15 18:45 UMORE OB Well 874.591 ft
4488 12/5/15 19:00 UMORE OB Well 874.576 ft
4489 12/5/15 19:15 UMORE OB Well 874.591 ft
4490 12/5/15 19:30 UMORE OB Well 874.576 ft
4491 12/5/15 19:45 UMORE OB Well 874.561 ft
4492 12/5/15 20:00 UMORE OB Well 874.561 ft
4493 12/5/15 20:15 UMORE OB Well 874.545 ft
4494 12/5/15 20:30 UMORE OB Well 874.545 ft
4495 12/5/15 20:45 UMORE OB Well 874.515 ft
4496 12/5/15 21:00 UMORE OB Well 874.515 ft
4497 12/5/15 21:15 UMORE OB Well 874.5 ft
4498 12/5/15 21:30 UMORE OB Well 874.515 ft
4499 12/5/15 21:45 UMORE OB Well 874.5 ft
4500 12/5/15 22:00 UMORE OB Well 874.5 ft
4501 12/5/15 22:15 UMORE OB Well 874.5 ft
4502 12/5/15 22:30 UMORE OB Well 874.484 ft
4503 12/5/15 22:45 UMORE OB Well 874.484 ft
4504 12/5/15 23:00 UMORE OB Well 874.484 ft
4505 12/5/15 23:15 UMORE OB Well 874.484 ft
4506 12/5/15 23:30 UMORE OB Well 874.484 ft
4507 12/5/15 23:45 UMORE OB Well 874.5 ft
4508 12/6/15 0:00 UMORE OB Well 874.484 ft
4509 12/6/15 0:15 UMORE OB Well 874.515 ft
4510 12/6/15 0:30 UMORE OB Well 874.515 ft
4511 12/6/15 0:45 UMORE OB Well 874.545 ft
4512 12/6/15 1:00 UMORE OB Well 874.545 ft
4513 12/6/15 1:15 UMORE OB Well 874.561 ft
4514 12/6/15 1:30 UMORE OB Well 874.561 ft
4515 12/6/15 1:45 UMORE OB Well 874.576 ft
4516 12/6/15 2:00 UMORE OB Well 874.576 ft
4517 12/6/15 2:15 UMORE OB Well 874.576 ft
4518 12/6/15 2:30 UMORE OB Well 874.591 ft
4519 12/6/15 2:45 UMORE OB Well 874.576 ft
4520 12/6/15 3:00 UMORE OB Well 874.606 ft
AET Project No. 03-05081 Page E204 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4521 12/6/15 3:15 UMORE OB Well 874.591 ft
4522 12/6/15 3:30 UMORE OB Well 874.622 ft
4523 12/6/15 3:45 UMORE OB Well 874.606 ft
4524 12/6/15 4:00 UMORE OB Well 874.622 ft
4525 12/6/15 4:15 UMORE OB Well 874.622 ft
4526 12/6/15 4:30 UMORE OB Well 874.622 ft
4527 12/6/15 4:45 UMORE OB Well 874.622 ft
4528 12/6/15 5:00 UMORE OB Well 874.606 ft
4529 12/6/15 5:15 UMORE OB Well 874.622 ft
4530 12/6/15 5:45 UMORE OB Well 874.622 ft
4531 12/6/15 6:00 UMORE OB Well 874.622 ft
4532 12/6/15 6:15 UMORE OB Well 874.622 ft
4533 12/6/15 6:30 UMORE OB Well 874.606 ft
4534 12/6/15 6:45 UMORE OB Well 874.606 ft
4535 12/6/15 7:00 UMORE OB Well 874.591 ft
4536 12/6/15 7:15 UMORE OB Well 874.606 ft
4537 12/6/15 7:30 UMORE OB Well 874.576 ft
4538 12/6/15 7:45 UMORE OB Well 874.591 ft
4539 12/6/15 8:00 UMORE OB Well 874.576 ft
4540 12/6/15 8:15 UMORE OB Well 874.561 ft
4541 12/6/15 8:30 UMORE OB Well 874.53 ft
4542 12/6/15 8:45 UMORE OB Well 874.545 ft
4543 12/6/15 9:00 UMORE OB Well 874.515 ft
4544 12/6/15 9:15 UMORE OB Well 874.515 ft
4545 12/6/15 9:30 UMORE OB Well 874.515 ft
4546 12/6/15 9:45 UMORE OB Well 874.5 ft
4547 12/6/15 10:00 UMORE OB Well 874.484 ft
4548 12/6/15 10:15 UMORE OB Well 874.5 ft
4549 12/6/15 10:30 UMORE OB Well 874.5 ft
4550 12/6/15 10:45 UMORE OB Well 874.5 ft
4551 12/6/15 11:00 UMORE OB Well 874.484 ft
4552 12/6/15 11:15 UMORE OB Well 874.484 ft
4553 12/6/15 11:30 UMORE OB Well 874.484 ft
4554 12/6/15 11:45 UMORE OB Well 874.5 ft
4555 12/6/15 12:00 UMORE OB Well 874.5 ft
4556 12/6/15 12:15 UMORE OB Well 874.515 ft
4557 12/6/15 12:30 UMORE OB Well 874.515 ft
4558 12/6/15 12:45 UMORE OB Well 874.515 ft
4559 12/6/15 13:00 UMORE OB Well 874.53 ft
4560 12/6/15 13:15 UMORE OB Well 874.561 ft
4561 12/6/15 13:30 UMORE OB Well 874.561 ft
4562 12/6/15 13:45 UMORE OB Well 874.561 ft
4563 12/6/15 14:00 UMORE OB Well 874.576 ft
4564 12/6/15 14:15 UMORE OB Well 874.576 ft
4565 12/6/15 14:30 UMORE OB Well 874.576 ft
AET Project No. 03-05081 Page E205 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4566 12/6/15 14:45 UMORE OB Well 874.591 ft
4567 12/6/15 15:00 UMORE OB Well 874.591 ft
4568 12/6/15 15:15 UMORE OB Well 874.606 ft
4569 12/6/15 15:30 UMORE OB Well 874.606 ft
4570 12/6/15 15:45 UMORE OB Well 874.591 ft
4571 12/6/15 16:00 UMORE OB Well 874.591 ft
4572 12/6/15 16:15 UMORE OB Well 874.591 ft
4573 12/6/15 16:30 UMORE OB Well 874.606 ft
4574 12/6/15 16:45 UMORE OB Well 874.591 ft
4575 12/6/15 17:00 UMORE OB Well 874.591 ft
4576 12/6/15 17:15 UMORE OB Well 874.576 ft
4577 12/6/15 17:30 UMORE OB Well 874.591 ft
4578 12/6/15 17:45 UMORE OB Well 874.591 ft
4579 12/6/15 18:00 UMORE OB Well 874.759 ft
4580 12/6/15 18:15 UMORE OB Well 874.591 ft
4581 12/6/15 18:30 UMORE OB Well 874.561 ft
4582 12/6/15 18:45 UMORE OB Well 874.561 ft
4583 12/6/15 19:00 UMORE OB Well 874.545 ft
4584 12/6/15 19:15 UMORE OB Well 874.545 ft
4585 12/6/15 19:30 UMORE OB Well 874.53 ft
4586 12/6/15 19:45 UMORE OB Well 874.515 ft
4587 12/6/15 20:00 UMORE OB Well 874.5 ft
4588 12/6/15 20:15 UMORE OB Well 874.5 ft
4589 12/6/15 20:30 UMORE OB Well 874.5 ft
4590 12/6/15 20:45 UMORE OB Well 874.5 ft
4591 12/6/15 21:00 UMORE OB Well 874.5 ft
4592 12/6/15 21:15 UMORE OB Well 874.484 ft
4593 12/6/15 21:30 UMORE OB Well 874.484 ft
4594 12/6/15 21:45 UMORE OB Well 874.469 ft
4595 12/6/15 22:00 UMORE OB Well 874.469 ft
4596 12/6/15 22:15 UMORE OB Well 874.484 ft
4597 12/6/15 22:30 UMORE OB Well 874.484 ft
4598 12/6/15 22:45 UMORE OB Well 874.5 ft
4599 12/6/15 23:00 UMORE OB Well 874.5 ft
4600 12/6/15 23:15 UMORE OB Well 874.515 ft
4601 12/6/15 23:30 UMORE OB Well 874.515 ft
4602 12/6/15 23:45 UMORE OB Well 874.545 ft
4603 12/7/15 0:00 UMORE OB Well 874.53 ft
4604 12/7/15 0:15 UMORE OB Well 874.561 ft
4605 12/7/15 0:30 UMORE OB Well 874.576 ft
4606 12/7/15 0:45 UMORE OB Well 874.576 ft
4607 12/7/15 1:00 UMORE OB Well 874.576 ft
4608 12/7/15 1:15 UMORE OB Well 874.606 ft
4609 12/7/15 1:30 UMORE OB Well 874.622 ft
4610 12/7/15 1:45 UMORE OB Well 874.622 ft
AET Project No. 03-05081 Page E206 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4611 12/7/15 2:00 UMORE OB Well 874.637 ft
4612 12/7/15 2:15 UMORE OB Well 874.622 ft
4613 12/7/15 2:30 UMORE OB Well 874.637 ft
4614 12/7/15 2:45 UMORE OB Well 874.637 ft
4615 12/7/15 3:00 UMORE OB Well 874.622 ft
4616 12/7/15 3:15 UMORE OB Well 874.637 ft
4617 12/7/15 3:30 UMORE OB Well 874.652 ft
4618 12/7/15 3:45 UMORE OB Well 874.652 ft
4619 12/7/15 4:00 UMORE OB Well 874.667 ft
4620 12/7/15 4:15 UMORE OB Well 874.667 ft
4621 12/7/15 4:30 UMORE OB Well 874.683 ft
4622 12/7/15 4:45 UMORE OB Well 874.667 ft
4623 12/7/15 5:00 UMORE OB Well 874.683 ft
4624 12/7/15 5:00 UMORE OB Well 874.683 ft
4625 12/7/15 5:15 UMORE OB Well 874.683 ft
4626 12/7/15 5:30 UMORE OB Well 874.683 ft
4627 12/7/15 5:45 UMORE OB Well 874.683 ft
4628 12/7/15 5:45 UMORE OB Well 874.683 ft
4629 12/7/15 6:00 UMORE OB Well 874.683 ft
4630 12/7/15 6:15 UMORE OB Well 874.667 ft
4631 12/7/15 6:30 UMORE OB Well 874.683 ft
4632 12/7/15 6:30 UMORE OB Well 874.667 ft
4633 12/7/15 6:45 UMORE OB Well 874.667 ft
4634 12/7/15 7:00 UMORE OB Well 874.667 ft
4635 12/7/15 7:15 UMORE OB Well 874.652 ft
4636 12/7/15 7:30 UMORE OB Well 874.652 ft
4637 12/7/15 7:45 UMORE OB Well 874.652 ft
4638 12/7/15 8:00 UMORE OB Well 874.637 ft
4639 12/7/15 8:15 UMORE OB Well 874.637 ft
4640 12/7/15 8:30 UMORE OB Well 874.637 ft
4641 12/7/15 9:00 UMORE OB Well 874.637 ft
4642 12/7/15 9:15 UMORE OB Well 874.606 ft
4643 12/7/15 9:30 UMORE OB Well 874.606 ft
4644 12/7/15 9:45 UMORE OB Well 874.606 ft
4645 12/7/15 10:00 UMORE OB Well 874.591 ft
4646 12/7/15 10:15 UMORE OB Well 874.591 ft
4647 12/7/15 10:30 UMORE OB Well 874.606 ft
4648 12/7/15 10:45 UMORE OB Well 874.606 ft
4649 12/7/15 11:00 UMORE OB Well 874.591 ft
4650 12/7/15 11:15 UMORE OB Well 874.606 ft
4651 12/7/15 11:30 UMORE OB Well 874.622 ft
4652 12/7/15 11:45 UMORE OB Well 874.622 ft
4653 12/7/15 12:00 UMORE OB Well 874.622 ft
4654 12/7/15 12:15 UMORE OB Well 874.637 ft
4655 12/7/15 12:30 UMORE OB Well 874.637 ft
AET Project No. 03-05081 Page E207 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4656 12/7/15 12:45 UMORE OB Well 874.652 ft
4657 12/7/15 13:00 UMORE OB Well 874.683 ft
4658 12/7/15 13:15 UMORE OB Well 874.683 ft
4659 12/7/15 13:30 UMORE OB Well 874.713 ft
4660 12/7/15 13:45 UMORE OB Well 874.744 ft
4661 12/7/15 14:00 UMORE OB Well 874.729 ft
4662 12/7/15 14:15 UMORE OB Well 874.744 ft
4663 12/7/15 14:30 UMORE OB Well 874.744 ft
4664 12/7/15 14:45 UMORE OB Well 874.744 ft
4665 12/7/15 15:00 UMORE OB Well 874.759 ft
4666 12/7/15 15:15 UMORE OB Well 874.759 ft
4667 12/7/15 15:30 UMORE OB Well 874.774 ft
4668 12/7/15 15:45 UMORE OB Well 874.759 ft
4669 12/7/15 16:00 UMORE OB Well 874.759 ft
4670 12/7/15 16:15 UMORE OB Well 874.759 ft
4671 12/7/15 16:15 UMORE OB Well 874.744 ft
4672 12/7/15 16:30 UMORE OB Well 874.759 ft
4673 12/7/15 16:45 UMORE OB Well 874.744 ft
4674 12/7/15 17:00 UMORE OB Well 874.744 ft
4675 12/7/15 17:00 UMORE OB Well 874.744 ft
4676 12/7/15 17:15 UMORE OB Well 874.759 ft
4677 12/7/15 17:30 UMORE OB Well 874.759 ft
4678 12/7/15 17:45 UMORE OB Well 874.759 ft
4679 12/7/15 17:45 UMORE OB Well 874.744 ft
4680 12/7/15 18:00 UMORE OB Well 874.683 ft
4681 12/7/15 18:15 UMORE OB Well 874.759 ft
4682 12/7/15 18:30 UMORE OB Well 874.744 ft
4683 12/7/15 18:45 UMORE OB Well 874.759 ft
4684 12/7/15 19:00 UMORE OB Well 874.729 ft
4685 12/7/15 19:15 UMORE OB Well 874.713 ft
4686 12/7/15 19:30 UMORE OB Well 874.729 ft
4687 12/7/15 19:45 UMORE OB Well 874.698 ft
4688 12/7/15 20:00 UMORE OB Well 874.713 ft
4689 12/7/15 20:15 UMORE OB Well 874.683 ft
4690 12/7/15 20:30 UMORE OB Well 874.683 ft
4691 12/7/15 20:45 UMORE OB Well 874.652 ft
4692 12/7/15 21:00 UMORE OB Well 874.652 ft
4693 12/7/15 21:15 UMORE OB Well 874.652 ft
4694 12/7/15 21:30 UMORE OB Well 874.637 ft
4695 12/7/15 21:45 UMORE OB Well 874.637 ft
4696 12/7/15 22:00 UMORE OB Well 874.637 ft
4697 12/7/15 22:15 UMORE OB Well 874.637 ft
4698 12/7/15 22:30 UMORE OB Well 874.637 ft
4699 12/7/15 22:45 UMORE OB Well 874.606 ft
4700 12/7/15 23:00 UMORE OB Well 874.637 ft
AET Project No. 03-05081 Page E208 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4701 12/7/15 23:15 UMORE OB Well 874.622 ft
4702 12/7/15 23:30 UMORE OB Well 874.637 ft
4703 12/7/15 23:45 UMORE OB Well 874.652 ft
4704 12/8/15 0:00 UMORE OB Well 874.652 ft
4705 12/8/15 0:15 UMORE OB Well 874.667 ft
4706 12/8/15 0:30 UMORE OB Well 874.683 ft
4707 12/8/15 0:45 UMORE OB Well 874.683 ft
4708 12/8/15 1:00 UMORE OB Well 874.683 ft
4709 12/8/15 1:15 UMORE OB Well 874.698 ft
4710 12/8/15 1:30 UMORE OB Well 874.698 ft
4711 12/8/15 1:45 UMORE OB Well 874.713 ft
4712 12/8/15 2:00 UMORE OB Well 874.713 ft
4713 12/8/15 2:15 UMORE OB Well 874.729 ft
4714 12/8/15 2:30 UMORE OB Well 874.713 ft
4715 12/8/15 2:45 UMORE OB Well 874.729 ft
4716 12/8/15 3:00 UMORE OB Well 874.729 ft
4717 12/8/15 3:15 UMORE OB Well 874.729 ft
4718 12/8/15 3:30 UMORE OB Well 874.729 ft
4719 12/8/15 3:45 UMORE OB Well 874.744 ft
4720 12/8/15 4:00 UMORE OB Well 874.744 ft
4721 12/8/15 4:15 UMORE OB Well 874.744 ft
4722 12/8/15 4:30 UMORE OB Well 874.744 ft
4723 12/8/15 4:45 UMORE OB Well 874.759 ft
4724 12/8/15 5:00 UMORE OB Well 874.759 ft
4725 12/8/15 5:15 UMORE OB Well 874.744 ft
4726 12/8/15 5:30 UMORE OB Well 874.759 ft
4727 12/8/15 5:45 UMORE OB Well 874.744 ft
4728 12/8/15 6:00 UMORE OB Well 874.744 ft
4729 12/8/15 6:15 UMORE OB Well 874.729 ft
4730 12/8/15 6:30 UMORE OB Well 874.713 ft
4731 12/8/15 6:45 UMORE OB Well 874.729 ft
4732 12/8/15 7:00 UMORE OB Well 874.713 ft
4733 12/8/15 7:15 UMORE OB Well 874.698 ft
4734 12/8/15 7:30 UMORE OB Well 874.698 ft
4735 12/8/15 7:45 UMORE OB Well 874.667 ft
4736 12/8/15 8:00 UMORE OB Well 874.667 ft
4737 12/8/15 8:15 UMORE OB Well 874.652 ft
4738 12/8/15 8:30 UMORE OB Well 874.652 ft
4739 12/8/15 8:45 UMORE OB Well 874.637 ft
4740 12/8/15 9:00 UMORE OB Well 874.637 ft
4741 12/8/15 9:15 UMORE OB Well 874.622 ft
4742 12/8/15 9:30 UMORE OB Well 874.622 ft
4743 12/8/15 9:45 UMORE OB Well 874.606 ft
4744 12/8/15 10:00 UMORE OB Well 874.606 ft
4745 12/8/15 10:15 UMORE OB Well 874.606 ft
AET Project No. 03-05081 Page E209 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4746 12/8/15 10:30 UMORE OB Well 874.622 ft
4747 12/8/15 10:45 UMORE OB Well 874.606 ft
4748 12/8/15 11:00 UMORE OB Well 874.606 ft
4749 12/8/15 11:15 UMORE OB Well 874.591 ft
4750 12/8/15 11:30 UMORE OB Well 874.606 ft
4751 12/8/15 11:45 UMORE OB Well 874.622 ft
4752 12/8/15 12:00 UMORE OB Well 874.606 ft
4753 12/8/15 12:15 UMORE OB Well 874.606 ft
4754 12/8/15 12:30 UMORE OB Well 874.606 ft
4755 12/8/15 12:45 UMORE OB Well 874.622 ft
4756 12/8/15 13:00 UMORE OB Well 874.606 ft
4757 12/8/15 13:15 UMORE OB Well 874.622 ft
4758 12/8/15 13:30 UMORE OB Well 874.637 ft
4759 12/8/15 13:45 UMORE OB Well 874.622 ft
4760 12/8/15 14:00 UMORE OB Well 874.622 ft
4761 12/8/15 14:15 UMORE OB Well 874.622 ft
4762 12/8/15 14:30 UMORE OB Well 874.622 ft
4763 12/8/15 14:45 UMORE OB Well 874.637 ft
4764 12/8/15 15:00 UMORE OB Well 874.637 ft
4765 12/8/15 15:15 UMORE OB Well 874.637 ft
4766 12/8/15 15:30 UMORE OB Well 874.637 ft
4767 12/8/15 15:45 UMORE OB Well 874.652 ft
4768 12/8/15 16:00 UMORE OB Well 874.637 ft
4769 12/8/15 16:15 UMORE OB Well 874.637 ft
4770 12/8/15 16:30 UMORE OB Well 874.652 ft
4771 12/8/15 16:45 UMORE OB Well 874.652 ft
4772 12/8/15 17:00 UMORE OB Well 874.637 ft
4773 12/8/15 17:15 UMORE OB Well 874.652 ft
4774 12/8/15 17:30 UMORE OB Well 874.667 ft
4775 12/8/15 17:45 UMORE OB Well 874.652 ft
4776 12/8/15 18:00 UMORE OB Well 874.683 ft
4777 12/8/15 18:15 UMORE OB Well 874.683 ft
4778 12/8/15 18:30 UMORE OB Well 874.683 ft
4779 12/8/15 18:45 UMORE OB Well 874.683 ft
4780 12/8/15 19:00 UMORE OB Well 874.698 ft
4781 12/8/15 19:15 UMORE OB Well 874.667 ft
4782 12/8/15 19:30 UMORE OB Well 874.698 ft
4783 12/8/15 19:45 UMORE OB Well 874.683 ft
4784 12/8/15 20:00 UMORE OB Well 874.683 ft
4785 12/8/15 20:15 UMORE OB Well 874.667 ft
4786 12/8/15 20:30 UMORE OB Well 874.667 ft
4787 12/8/15 20:45 UMORE OB Well 874.667 ft
4788 12/8/15 21:00 UMORE OB Well 874.637 ft
4789 12/8/15 21:15 UMORE OB Well 874.637 ft
4790 12/8/15 21:30 UMORE OB Well 874.622 ft
AET Project No. 03-05081 Page E210 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4791 12/8/15 21:45 UMORE OB Well 874.606 ft
4792 12/8/15 22:00 UMORE OB Well 874.606 ft
4793 12/8/15 22:15 UMORE OB Well 874.591 ft
4794 12/8/15 22:30 UMORE OB Well 874.606 ft
4795 12/8/15 22:45 UMORE OB Well 874.576 ft
4796 12/8/15 23:00 UMORE OB Well 874.591 ft
4797 12/8/15 23:15 UMORE OB Well 874.576 ft
4798 12/8/15 23:30 UMORE OB Well 874.561 ft
4799 12/8/15 23:45 UMORE OB Well 874.545 ft
4800 12/9/15 0:00 UMORE OB Well 874.545 ft
4801 12/9/15 0:15 UMORE OB Well 874.561 ft
4802 12/9/15 0:30 UMORE OB Well 874.545 ft
4803 12/9/15 0:45 UMORE OB Well 874.561 ft
4804 12/9/15 1:00 UMORE OB Well 874.576 ft
4805 12/9/15 1:15 UMORE OB Well 874.576 ft
4806 12/9/15 1:30 UMORE OB Well 874.576 ft
4807 12/9/15 1:45 UMORE OB Well 874.591 ft
4808 12/9/15 2:00 UMORE OB Well 874.591 ft
4809 12/9/15 2:15 UMORE OB Well 874.591 ft
4810 12/9/15 2:30 UMORE OB Well 874.591 ft
4811 12/9/15 2:45 UMORE OB Well 874.622 ft
4812 12/9/15 3:00 UMORE OB Well 874.606 ft
4813 12/9/15 3:15 UMORE OB Well 874.622 ft
4814 12/9/15 3:30 UMORE OB Well 874.622 ft
4815 12/9/15 3:45 UMORE OB Well 874.622 ft
4816 12/9/15 4:00 UMORE OB Well 874.622 ft
4817 12/9/15 4:15 UMORE OB Well 874.622 ft
4818 12/9/15 4:30 UMORE OB Well 874.622 ft
4819 12/9/15 4:45 UMORE OB Well 874.637 ft
4820 12/9/15 5:00 UMORE OB Well 874.652 ft
4821 12/9/15 5:15 UMORE OB Well 874.637 ft
4822 12/9/15 5:30 UMORE OB Well 874.652 ft
4823 12/9/15 5:45 UMORE OB Well 874.637 ft
4824 12/9/15 6:00 UMORE OB Well 874.637 ft
4825 12/9/15 6:15 UMORE OB Well 874.622 ft
4826 12/9/15 6:30 UMORE OB Well 874.637 ft
4827 12/9/15 6:45 UMORE OB Well 874.622 ft
4828 12/9/15 7:00 UMORE OB Well 874.622 ft
4829 12/9/15 7:15 UMORE OB Well 874.606 ft
4830 12/9/15 7:30 UMORE OB Well 874.606 ft
4831 12/9/15 7:45 UMORE OB Well 874.606 ft
4832 12/9/15 8:00 UMORE OB Well 874.576 ft
4833 12/9/15 8:15 UMORE OB Well 874.561 ft
4834 12/9/15 8:30 UMORE OB Well 874.545 ft
4835 12/9/15 8:45 UMORE OB Well 874.545 ft
AET Project No. 03-05081 Page E211 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4836 12/9/15 9:00 UMORE OB Well 874.53 ft
4837 12/9/15 9:15 UMORE OB Well 874.545 ft
4838 12/9/15 9:30 UMORE OB Well 874.545 ft
4839 12/9/15 9:45 UMORE OB Well 874.515 ft
4840 12/9/15 10:00 UMORE OB Well 874.53 ft
4841 12/9/15 10:15 UMORE OB Well 874.515 ft
4842 12/9/15 10:30 UMORE OB Well 874.515 ft
4843 12/9/15 10:45 UMORE OB Well 874.53 ft
4844 12/9/15 11:00 UMORE OB Well 874.53 ft
4845 12/9/15 11:15 UMORE OB Well 874.515 ft
4846 12/9/15 11:30 UMORE OB Well 874.515 ft
4847 12/9/15 11:45 UMORE OB Well 874.53 ft
4848 12/9/15 12:00 UMORE OB Well 874.545 ft
4849 12/9/15 12:15 UMORE OB Well 874.53 ft
4850 12/9/15 12:30 UMORE OB Well 874.561 ft
4851 12/9/15 12:45 UMORE OB Well 874.545 ft
4852 12/9/15 13:00 UMORE OB Well 874.561 ft
4853 12/9/15 13:15 UMORE OB Well 874.561 ft
4854 12/9/15 13:30 UMORE OB Well 874.561 ft
4855 12/9/15 13:45 UMORE OB Well 874.561 ft
4856 12/9/15 14:00 UMORE OB Well 874.576 ft
4857 12/9/15 14:15 UMORE OB Well 874.561 ft
4858 12/9/15 14:30 UMORE OB Well 874.561 ft
4859 12/9/15 14:45 UMORE OB Well 874.591 ft
4860 12/9/15 15:00 UMORE OB Well 874.576 ft
4861 12/9/15 15:15 UMORE OB Well 874.576 ft
4862 12/9/15 15:30 UMORE OB Well 874.606 ft
4863 12/9/15 15:45 UMORE OB Well 874.606 ft
4864 12/9/15 16:00 UMORE OB Well 874.652 ft
4865 12/9/15 16:15 UMORE OB Well 874.637 ft
4866 12/9/15 16:30 UMORE OB Well 874.652 ft
4867 12/9/15 16:45 UMORE OB Well 874.652 ft
4868 12/9/15 17:00 UMORE OB Well 874.667 ft
4869 12/9/15 17:15 UMORE OB Well 874.683 ft
4870 12/9/15 17:30 UMORE OB Well 874.698 ft
4871 12/9/15 17:45 UMORE OB Well 874.683 ft
4872 12/9/15 18:00 UMORE OB Well 874.561 ft
4873 12/9/15 18:15 UMORE OB Well 874.698 ft
4874 12/9/15 18:30 UMORE OB Well 874.713 ft
4875 12/9/15 18:45 UMORE OB Well 874.713 ft
4876 12/9/15 19:00 UMORE OB Well 874.713 ft
4877 12/9/15 19:15 UMORE OB Well 874.729 ft
4878 12/9/15 19:30 UMORE OB Well 874.713 ft
4879 12/9/15 19:45 UMORE OB Well 874.713 ft
4880 12/9/15 20:00 UMORE OB Well 874.698 ft
AET Project No. 03-05081 Page E212 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4881 12/9/15 20:15 UMORE OB Well 874.698 ft
4882 12/9/15 20:30 UMORE OB Well 874.698 ft
4883 12/9/15 20:45 UMORE OB Well 874.683 ft
4884 12/9/15 21:00 UMORE OB Well 874.683 ft
4885 12/9/15 21:15 UMORE OB Well 874.667 ft
4886 12/9/15 21:30 UMORE OB Well 874.683 ft
4887 12/9/15 21:45 UMORE OB Well 874.667 ft
4888 12/9/15 22:00 UMORE OB Well 874.637 ft
4889 12/9/15 22:15 UMORE OB Well 874.652 ft
4890 12/9/15 22:30 UMORE OB Well 874.652 ft
4891 12/9/15 22:45 UMORE OB Well 874.637 ft
4892 12/9/15 23:00 UMORE OB Well 874.652 ft
4893 12/9/15 23:15 UMORE OB Well 874.637 ft
4894 12/9/15 23:30 UMORE OB Well 874.637 ft
4895 12/9/15 23:45 UMORE OB Well 874.637 ft
4896 12/10/15 0:00 UMORE OB Well 874.637 ft
4897 12/10/15 0:15 UMORE OB Well 874.652 ft
4898 12/10/15 0:30 UMORE OB Well 874.667 ft
4899 12/10/15 0:45 UMORE OB Well 874.652 ft
4900 12/10/15 1:00 UMORE OB Well 874.667 ft
4901 12/10/15 1:15 UMORE OB Well 874.683 ft
4902 12/10/15 1:30 UMORE OB Well 874.698 ft
4903 12/10/15 1:45 UMORE OB Well 874.713 ft
4904 12/10/15 2:00 UMORE OB Well 874.713 ft
4905 12/10/15 2:15 UMORE OB Well 874.729 ft
4906 12/10/15 2:30 UMORE OB Well 874.744 ft
4907 12/10/15 2:45 UMORE OB Well 874.759 ft
4908 12/10/15 3:00 UMORE OB Well 874.759 ft
4909 12/10/15 3:15 UMORE OB Well 874.759 ft
4910 12/10/15 3:30 UMORE OB Well 874.79 ft
4911 12/10/15 3:45 UMORE OB Well 874.805 ft
4912 12/10/15 4:00 UMORE OB Well 874.805 ft
4913 12/10/15 4:15 UMORE OB Well 874.805 ft
4914 12/10/15 4:30 UMORE OB Well 874.82 ft
4915 12/10/15 4:45 UMORE OB Well 874.82 ft
4916 12/10/15 5:00 UMORE OB Well 874.82 ft
4917 12/10/15 5:15 UMORE OB Well 874.82 ft
4918 12/10/15 5:30 UMORE OB Well 874.82 ft
4919 12/10/15 5:30 UMORE OB Well 874.82 ft
4920 12/10/15 5:45 UMORE OB Well 874.835 ft
4921 12/10/15 6:00 UMORE OB Well 874.82 ft
4922 12/10/15 6:15 UMORE OB Well 874.835 ft
4923 12/10/15 6:15 UMORE OB Well 874.851 ft
4924 12/10/15 6:30 UMORE OB Well 874.82 ft
4925 12/10/15 6:45 UMORE OB Well 874.835 ft
AET Project No. 03-05081 Page E213 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4926 12/10/15 7:00 UMORE OB Well 874.82 ft
4927 12/10/15 7:15 UMORE OB Well 874.805 ft
4928 12/10/15 7:30 UMORE OB Well 874.82 ft
4929 12/10/15 7:45 UMORE OB Well 874.805 ft
4930 12/10/15 8:00 UMORE OB Well 874.774 ft
4931 12/10/15 8:15 UMORE OB Well 874.79 ft
4932 12/10/15 8:30 UMORE OB Well 874.774 ft
4933 12/10/15 8:45 UMORE OB Well 874.744 ft
4934 12/10/15 9:00 UMORE OB Well 874.744 ft
4935 12/10/15 9:15 UMORE OB Well 874.729 ft
4936 12/10/15 9:30 UMORE OB Well 874.729 ft
4937 12/10/15 9:45 UMORE OB Well 874.713 ft
4938 12/10/15 10:00 UMORE OB Well 874.698 ft
4939 12/10/15 10:15 UMORE OB Well 874.683 ft
4940 12/10/15 10:30 UMORE OB Well 874.667 ft
4941 12/10/15 10:45 UMORE OB Well 874.652 ft
4942 12/10/15 11:00 UMORE OB Well 874.637 ft
4943 12/10/15 11:15 UMORE OB Well 874.637 ft
4944 12/10/15 11:30 UMORE OB Well 874.637 ft
4945 12/10/15 11:45 UMORE OB Well 874.652 ft
4946 12/10/15 12:00 UMORE OB Well 874.637 ft
4947 12/10/15 12:15 UMORE OB Well 874.622 ft
4948 12/10/15 12:30 UMORE OB Well 874.622 ft
4949 12/10/15 12:45 UMORE OB Well 874.576 ft
4950 12/10/15 13:00 UMORE OB Well 874.576 ft
4951 12/10/15 13:15 UMORE OB Well 874.576 ft
4952 12/10/15 13:30 UMORE OB Well 874.576 ft
4953 12/10/15 13:45 UMORE OB Well 874.53 ft
4954 12/10/15 14:00 UMORE OB Well 874.53 ft
4955 12/10/15 14:15 UMORE OB Well 874.606 ft
4956 12/10/15 14:30 UMORE OB Well 874.622 ft
4957 12/10/15 14:45 UMORE OB Well 874.637 ft
4958 12/10/15 15:00 UMORE OB Well 874.637 ft
4959 12/10/15 15:15 UMORE OB Well 874.637 ft
4960 12/10/15 15:30 UMORE OB Well 874.637 ft
4961 12/10/15 15:45 UMORE OB Well 874.667 ft
4962 12/10/15 16:00 UMORE OB Well 874.667 ft
4963 12/10/15 16:15 UMORE OB Well 874.637 ft
4964 12/10/15 16:30 UMORE OB Well 874.652 ft
4965 12/10/15 16:45 UMORE OB Well 874.637 ft
4966 12/10/15 17:00 UMORE OB Well 874.637 ft
4967 12/10/15 17:15 UMORE OB Well 874.622 ft
4968 12/10/15 17:30 UMORE OB Well 874.591 ft
4969 12/10/15 17:45 UMORE OB Well 874.576 ft
4970 12/10/15 18:00 UMORE OB Well 874.408 ft
AET Project No. 03-05081 Page E214 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
4971 12/10/15 18:15 UMORE OB Well 874.561 ft
4972 12/10/15 18:30 UMORE OB Well 874.53 ft
4973 12/10/15 18:45 UMORE OB Well 874.53 ft
4974 12/10/15 19:00 UMORE OB Well 874.515 ft
4975 12/10/15 19:00 UMORE OB Well 874.53 ft
4976 12/10/15 19:15 UMORE OB Well 874.5 ft
4977 12/10/15 19:30 UMORE OB Well 874.515 ft
4978 12/10/15 19:45 UMORE OB Well 874.484 ft
4979 12/10/15 19:45 UMORE OB Well 874.5 ft
4980 12/10/15 20:00 UMORE OB Well 874.484 ft
4981 12/10/15 20:15 UMORE OB Well 874.5 ft
4982 12/10/15 20:30 UMORE OB Well 874.454 ft
4983 12/10/15 20:45 UMORE OB Well 874.469 ft
4984 12/10/15 21:00 UMORE OB Well 874.454 ft
4985 12/10/15 21:15 UMORE OB Well 874.454 ft
4986 12/10/15 21:30 UMORE OB Well 874.439 ft
4987 12/10/15 21:45 UMORE OB Well 874.439 ft
4988 12/10/15 22:00 UMORE OB Well 874.439 ft
4989 12/10/15 22:15 UMORE OB Well 874.423 ft
4990 12/10/15 22:30 UMORE OB Well 874.423 ft
4991 12/10/15 22:45 UMORE OB Well 874.439 ft
4992 12/10/15 23:00 UMORE OB Well 874.454 ft
4993 12/10/15 23:15 UMORE OB Well 874.439 ft
4994 12/10/15 23:30 UMORE OB Well 874.439 ft
4995 12/10/15 23:45 UMORE OB Well 874.454 ft
4996 12/11/15 0:00 UMORE OB Well 874.454 ft
4997 12/11/15 0:15 UMORE OB Well 874.454 ft
4998 12/11/15 0:30 UMORE OB Well 874.469 ft
4999 12/11/15 0:45 UMORE OB Well 874.469 ft
5000 12/11/15 1:00 UMORE OB Well 874.484 ft
5001 12/11/15 1:15 UMORE OB Well 874.484 ft
5002 12/11/15 1:30 UMORE OB Well 874.5 ft
5003 12/11/15 1:45 UMORE OB Well 874.5 ft
5004 12/11/15 2:00 UMORE OB Well 874.5 ft
5005 12/11/15 2:15 UMORE OB Well 874.484 ft
5006 12/11/15 2:30 UMORE OB Well 874.5 ft
5007 12/11/15 2:45 UMORE OB Well 874.5 ft
5008 12/11/15 3:00 UMORE OB Well 874.5 ft
5009 12/11/15 3:15 UMORE OB Well 874.515 ft
5010 12/11/15 3:30 UMORE OB Well 874.53 ft
5011 12/11/15 3:45 UMORE OB Well 874.515 ft
5012 12/11/15 4:00 UMORE OB Well 874.515 ft
5013 12/11/15 4:15 UMORE OB Well 874.5 ft
5014 12/11/15 4:30 UMORE OB Well 874.5 ft
5015 12/11/15 4:45 UMORE OB Well 874.484 ft
AET Project No. 03-05081 Page E215 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5016 12/11/15 5:00 UMORE OB Well 874.484 ft
5017 12/11/15 5:15 UMORE OB Well 874.469 ft
5018 12/11/15 5:30 UMORE OB Well 874.454 ft
5019 12/11/15 5:45 UMORE OB Well 874.454 ft
5020 12/11/15 6:00 UMORE OB Well 874.454 ft
5021 12/11/15 6:15 UMORE OB Well 874.439 ft
5022 12/11/15 6:30 UMORE OB Well 874.439 ft
5023 12/11/15 6:45 UMORE OB Well 874.423 ft
5024 12/11/15 7:00 UMORE OB Well 874.408 ft
5025 12/11/15 7:15 UMORE OB Well 874.408 ft
5026 12/11/15 7:30 UMORE OB Well 874.408 ft
5027 12/11/15 7:45 UMORE OB Well 874.393 ft
5028 12/11/15 8:00 UMORE OB Well 874.393 ft
5029 12/11/15 8:15 UMORE OB Well 874.377 ft
5030 12/11/15 8:30 UMORE OB Well 874.377 ft
5031 12/11/15 8:45 UMORE OB Well 874.377 ft
5032 12/11/15 9:00 UMORE OB Well 874.362 ft
5033 12/11/15 9:15 UMORE OB Well 874.362 ft
5034 12/11/15 9:30 UMORE OB Well 874.362 ft
5035 12/11/15 9:45 UMORE OB Well 874.377 ft
5036 12/11/15 10:00 UMORE OB Well 874.362 ft
5037 12/11/15 10:15 UMORE OB Well 874.362 ft
5038 12/11/15 10:30 UMORE OB Well 874.362 ft
5039 12/11/15 10:45 UMORE OB Well 874.362 ft
5040 12/11/15 11:00 UMORE OB Well 874.347 ft
5041 12/11/15 11:15 UMORE OB Well 874.393 ft
5042 12/11/15 11:30 UMORE OB Well 874.393 ft
5043 12/11/15 11:45 UMORE OB Well 874.408 ft
5044 12/11/15 12:00 UMORE OB Well 874.423 ft
5045 12/11/15 12:15 UMORE OB Well 874.439 ft
5046 12/11/15 12:30 UMORE OB Well 874.454 ft
5047 12/11/15 12:45 UMORE OB Well 874.454 ft
5048 12/11/15 13:00 UMORE OB Well 874.469 ft
5049 12/11/15 13:15 UMORE OB Well 874.484 ft
5050 12/11/15 13:30 UMORE OB Well 874.484 ft
5051 12/11/15 13:45 UMORE OB Well 874.515 ft
5052 12/11/15 14:00 UMORE OB Well 874.515 ft
5053 12/11/15 14:15 UMORE OB Well 874.53 ft
5054 12/11/15 14:30 UMORE OB Well 874.515 ft
5055 12/11/15 14:45 UMORE OB Well 874.515 ft
5056 12/11/15 15:00 UMORE OB Well 874.515 ft
5057 12/11/15 15:15 UMORE OB Well 874.515 ft
5058 12/11/15 15:30 UMORE OB Well 874.484 ft
5059 12/11/15 15:45 UMORE OB Well 874.484 ft
5060 12/11/15 16:00 UMORE OB Well 874.484 ft
AET Project No. 03-05081 Page E216 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5061 12/11/15 16:15 UMORE OB Well 874.454 ft
5062 12/11/15 16:30 UMORE OB Well 874.439 ft
5063 12/11/15 16:45 UMORE OB Well 874.439 ft
5064 12/11/15 17:00 UMORE OB Well 874.439 ft
5065 12/11/15 17:15 UMORE OB Well 874.439 ft
5066 12/11/15 17:30 UMORE OB Well 874.439 ft
5067 12/11/15 17:45 UMORE OB Well 874.408 ft
5068 12/11/15 18:15 UMORE OB Well 874.408 ft
5069 12/11/15 18:30 UMORE OB Well 874.408 ft
5070 12/11/15 18:45 UMORE OB Well 874.393 ft
5071 12/11/15 19:00 UMORE OB Well 874.393 ft
5072 12/11/15 19:15 UMORE OB Well 874.393 ft
5073 12/11/15 19:30 UMORE OB Well 874.377 ft
5074 12/11/15 19:45 UMORE OB Well 874.377 ft
5075 12/11/15 20:00 UMORE OB Well 874.362 ft
5076 12/11/15 20:15 UMORE OB Well 874.377 ft
5077 12/11/15 20:30 UMORE OB Well 874.362 ft
5078 12/11/15 20:45 UMORE OB Well 874.393 ft
5079 12/11/15 21:00 UMORE OB Well 874.393 ft
5080 12/11/15 21:15 UMORE OB Well 874.393 ft
5081 12/11/15 21:30 UMORE OB Well 874.408 ft
5082 12/11/15 21:45 UMORE OB Well 874.423 ft
5083 12/11/15 22:00 UMORE OB Well 874.423 ft
5084 12/11/15 22:15 UMORE OB Well 874.423 ft
5085 12/11/15 22:30 UMORE OB Well 874.439 ft
5086 12/11/15 22:45 UMORE OB Well 874.454 ft
5087 12/11/15 23:00 UMORE OB Well 874.454 ft
5088 12/11/15 23:15 UMORE OB Well 874.469 ft
5089 12/11/15 23:30 UMORE OB Well 874.469 ft
5090 12/11/15 23:45 UMORE OB Well 874.484 ft
5091 12/12/15 0:00 UMORE OB Well 874.5 ft
5092 12/12/15 0:45 UMORE OB Well 874.53 ft
5093 12/12/15 1:00 UMORE OB Well 874.53 ft
5094 12/12/15 1:15 UMORE OB Well 874.53 ft
5095 12/12/15 1:30 UMORE OB Well 874.561 ft
5096 12/12/15 1:45 UMORE OB Well 874.53 ft
5097 12/12/15 2:00 UMORE OB Well 874.545 ft
5098 12/12/15 2:00 UMORE OB Well 874.53 ft
5099 12/12/15 2:15 UMORE OB Well 874.545 ft
5100 12/12/15 2:30 UMORE OB Well 874.545 ft
5101 12/12/15 2:45 UMORE OB Well 874.53 ft
5102 12/12/15 2:45 UMORE OB Well 874.545 ft
5103 12/12/15 3:00 UMORE OB Well 874.545 ft
5104 12/12/15 3:15 UMORE OB Well 874.545 ft
5105 12/12/15 3:30 UMORE OB Well 874.545 ft
AET Project No. 03-05081 Page E217 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5106 12/12/15 3:30 UMORE OB Well 874.515 ft
5107 12/12/15 3:45 UMORE OB Well 874.53 ft
5108 12/12/15 4:00 UMORE OB Well 874.5 ft
5109 12/12/15 4:15 UMORE OB Well 874.5 ft
5110 12/12/15 4:30 UMORE OB Well 874.5 ft
5111 12/12/15 4:45 UMORE OB Well 874.469 ft
5112 12/12/15 5:00 UMORE OB Well 874.454 ft
5113 12/12/15 5:15 UMORE OB Well 874.439 ft
5114 12/12/15 5:30 UMORE OB Well 874.439 ft
5115 12/12/15 5:45 UMORE OB Well 874.423 ft
5116 12/12/15 6:00 UMORE OB Well 874.439 ft
5117 12/12/15 6:15 UMORE OB Well 874.408 ft
5118 12/12/15 6:30 UMORE OB Well 874.423 ft
5119 12/12/15 6:45 UMORE OB Well 874.423 ft
5120 12/12/15 7:00 UMORE OB Well 874.408 ft
5121 12/12/15 7:15 UMORE OB Well 874.393 ft
5122 12/12/15 7:30 UMORE OB Well 874.408 ft
5123 12/12/15 7:45 UMORE OB Well 874.408 ft
5124 12/12/15 8:00 UMORE OB Well 874.423 ft
5125 12/12/15 8:15 UMORE OB Well 874.423 ft
5126 12/12/15 8:30 UMORE OB Well 874.408 ft
5127 12/12/15 8:45 UMORE OB Well 874.408 ft
5128 12/12/15 9:00 UMORE OB Well 874.439 ft
5129 12/12/15 9:15 UMORE OB Well 874.423 ft
5130 12/12/15 9:30 UMORE OB Well 874.423 ft
5131 12/12/15 9:45 UMORE OB Well 874.423 ft
5132 12/12/15 10:00 UMORE OB Well 874.439 ft
5133 12/12/15 10:15 UMORE OB Well 874.439 ft
5134 12/12/15 10:30 UMORE OB Well 874.454 ft
5135 12/12/15 10:45 UMORE OB Well 874.454 ft
5136 12/12/15 11:00 UMORE OB Well 874.454 ft
5137 12/12/15 11:15 UMORE OB Well 874.484 ft
5138 12/12/15 11:30 UMORE OB Well 874.469 ft
5139 12/12/15 11:45 UMORE OB Well 874.484 ft
5140 12/12/15 12:00 UMORE OB Well 874.5 ft
5141 12/12/15 12:15 UMORE OB Well 874.484 ft
5142 12/12/15 12:30 UMORE OB Well 874.515 ft
5143 12/12/15 12:45 UMORE OB Well 874.5 ft
5144 12/12/15 13:00 UMORE OB Well 874.515 ft
5145 12/12/15 13:15 UMORE OB Well 874.515 ft
5146 12/12/15 13:30 UMORE OB Well 874.53 ft
5147 12/12/15 13:45 UMORE OB Well 874.515 ft
5148 12/12/15 14:00 UMORE OB Well 874.53 ft
5149 12/12/15 14:15 UMORE OB Well 874.53 ft
5150 12/12/15 14:30 UMORE OB Well 874.53 ft
AET Project No. 03-05081 Page E218 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5151 12/12/15 14:45 UMORE OB Well 874.53 ft
5152 12/12/15 15:00 UMORE OB Well 874.53 ft
5153 12/12/15 15:15 UMORE OB Well 874.515 ft
5154 12/12/15 15:30 UMORE OB Well 874.515 ft
5155 12/12/15 15:45 UMORE OB Well 874.5 ft
5156 12/12/15 16:00 UMORE OB Well 874.469 ft
5157 12/12/15 16:15 UMORE OB Well 874.469 ft
5158 12/12/15 16:30 UMORE OB Well 874.454 ft
5159 12/12/15 16:45 UMORE OB Well 874.454 ft
5160 12/12/15 17:00 UMORE OB Well 874.454 ft
5161 12/12/15 17:15 UMORE OB Well 874.439 ft
5162 12/12/15 17:30 UMORE OB Well 874.439 ft
5163 12/12/15 17:45 UMORE OB Well 874.439 ft
5164 12/12/15 18:00 UMORE OB Well 874.637 ft
5165 12/12/15 18:00 UMORE OB Well 874.408 ft
5166 12/12/15 18:15 UMORE OB Well 874.408 ft
5167 12/12/15 18:30 UMORE OB Well 874.408 ft
5168 12/12/15 18:45 UMORE OB Well 874.423 ft
5169 12/12/15 19:00 UMORE OB Well 874.408 ft
5170 12/12/15 19:15 UMORE OB Well 874.423 ft
5171 12/12/15 19:30 UMORE OB Well 874.423 ft
5172 12/12/15 19:45 UMORE OB Well 874.439 ft
5173 12/12/15 20:00 UMORE OB Well 874.439 ft
5174 12/12/15 20:15 UMORE OB Well 874.454 ft
5175 12/12/15 20:30 UMORE OB Well 874.454 ft
5176 12/12/15 20:45 UMORE OB Well 874.454 ft
5177 12/12/15 21:00 UMORE OB Well 874.484 ft
5178 12/12/15 21:15 UMORE OB Well 874.484 ft
5179 12/12/15 21:30 UMORE OB Well 874.5 ft
5180 12/12/15 21:45 UMORE OB Well 874.515 ft
5181 12/12/15 22:00 UMORE OB Well 874.53 ft
5182 12/12/15 22:15 UMORE OB Well 874.561 ft
5183 12/12/15 22:30 UMORE OB Well 874.545 ft
5184 12/12/15 22:45 UMORE OB Well 874.561 ft
5185 12/12/15 23:00 UMORE OB Well 874.576 ft
5186 12/12/15 23:15 UMORE OB Well 874.576 ft
5187 12/12/15 23:30 UMORE OB Well 874.591 ft
5188 12/12/15 23:45 UMORE OB Well 874.591 ft
5189 12/13/15 0:00 UMORE OB Well 874.606 ft
5190 12/13/15 0:15 UMORE OB Well 874.622 ft
5191 12/13/15 0:30 UMORE OB Well 874.622 ft
5192 12/13/15 0:45 UMORE OB Well 874.622 ft
5193 12/13/15 1:00 UMORE OB Well 874.652 ft
5194 12/13/15 1:15 UMORE OB Well 874.652 ft
5195 12/13/15 1:30 UMORE OB Well 874.652 ft
AET Project No. 03-05081 Page E219 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5196 12/13/15 1:45 UMORE OB Well 874.652 ft
5197 12/13/15 2:00 UMORE OB Well 874.667 ft
5198 12/13/15 2:15 UMORE OB Well 874.652 ft
5199 12/13/15 2:30 UMORE OB Well 874.652 ft
5200 12/13/15 2:45 UMORE OB Well 874.637 ft
5201 12/13/15 3:00 UMORE OB Well 874.637 ft
5202 12/13/15 3:15 UMORE OB Well 874.652 ft
5203 12/13/15 3:30 UMORE OB Well 874.652 ft
5204 12/13/15 3:45 UMORE OB Well 874.652 ft
5205 12/13/15 4:00 UMORE OB Well 874.652 ft
5206 12/13/15 4:15 UMORE OB Well 874.667 ft
5207 12/13/15 4:30 UMORE OB Well 874.667 ft
5208 12/13/15 4:45 UMORE OB Well 874.652 ft
5209 12/13/15 5:00 UMORE OB Well 874.667 ft
5210 12/13/15 5:15 UMORE OB Well 874.652 ft
5211 12/13/15 5:30 UMORE OB Well 874.667 ft
5212 12/13/15 5:45 UMORE OB Well 874.652 ft
5213 12/13/15 6:00 UMORE OB Well 874.652 ft
5214 12/13/15 6:15 UMORE OB Well 874.652 ft
5215 12/13/15 6:30 UMORE OB Well 874.637 ft
5216 12/13/15 6:45 UMORE OB Well 874.637 ft
5217 12/13/15 7:00 UMORE OB Well 874.637 ft
5218 12/13/15 7:15 UMORE OB Well 874.652 ft
5219 12/13/15 7:30 UMORE OB Well 874.637 ft
5220 12/13/15 7:45 UMORE OB Well 874.667 ft
5221 12/13/15 8:00 UMORE OB Well 874.652 ft
5222 12/13/15 8:15 UMORE OB Well 874.667 ft
5223 12/13/15 8:30 UMORE OB Well 874.683 ft
5224 12/13/15 8:45 UMORE OB Well 874.667 ft
5225 12/13/15 9:00 UMORE OB Well 874.683 ft
5226 12/13/15 9:00 UMORE OB Well 874.683 ft
5227 12/13/15 9:15 UMORE OB Well 874.683 ft
5228 12/13/15 9:30 UMORE OB Well 874.698 ft
5229 12/13/15 9:45 UMORE OB Well 874.713 ft
5230 12/13/15 9:45 UMORE OB Well 874.713 ft
5231 12/13/15 10:00 UMORE OB Well 874.698 ft
5232 12/13/15 10:30 UMORE OB Well 874.698 ft
5233 12/13/15 10:45 UMORE OB Well 874.713 ft
5234 12/13/15 11:00 UMORE OB Well 874.713 ft
5235 12/13/15 11:15 UMORE OB Well 874.713 ft
5236 12/13/15 11:30 UMORE OB Well 874.744 ft
5237 12/13/15 11:45 UMORE OB Well 874.729 ft
5238 12/13/15 12:00 UMORE OB Well 874.729 ft
5239 12/13/15 12:15 UMORE OB Well 874.729 ft
5240 12/13/15 12:30 UMORE OB Well 874.759 ft
AET Project No. 03-05081 Page E220 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5241 12/13/15 12:45 UMORE OB Well 874.774 ft
5242 12/13/15 13:00 UMORE OB Well 874.774 ft
5243 12/13/15 13:15 UMORE OB Well 874.759 ft
5244 12/13/15 13:30 UMORE OB Well 874.759 ft
5245 12/13/15 13:45 UMORE OB Well 874.759 ft
5246 12/13/15 14:00 UMORE OB Well 874.774 ft
5247 12/13/15 14:15 UMORE OB Well 874.759 ft
5248 12/13/15 14:30 UMORE OB Well 874.759 ft
5249 12/13/15 14:45 UMORE OB Well 874.759 ft
5250 12/13/15 15:00 UMORE OB Well 874.729 ft
5251 12/13/15 15:15 UMORE OB Well 874.713 ft
5252 12/13/15 15:30 UMORE OB Well 874.683 ft
5253 12/13/15 15:45 UMORE OB Well 874.667 ft
5254 12/13/15 16:00 UMORE OB Well 874.667 ft
5255 12/13/15 16:15 UMORE OB Well 874.667 ft
5256 12/13/15 16:30 UMORE OB Well 874.667 ft
5257 12/13/15 16:45 UMORE OB Well 874.652 ft
5258 12/13/15 17:00 UMORE OB Well 874.652 ft
5259 12/13/15 17:15 UMORE OB Well 874.637 ft
5260 12/13/15 17:30 UMORE OB Well 874.652 ft
5261 12/13/15 17:45 UMORE OB Well 874.652 ft
5262 12/13/15 18:15 UMORE OB Well 874.637 ft
5263 12/13/15 18:30 UMORE OB Well 874.652 ft
5264 12/13/15 18:45 UMORE OB Well 874.622 ft
5265 12/13/15 19:00 UMORE OB Well 874.622 ft
5266 12/13/15 19:15 UMORE OB Well 874.637 ft
5267 12/13/15 19:30 UMORE OB Well 874.637 ft
5268 12/13/15 19:45 UMORE OB Well 874.652 ft
5269 12/13/15 20:00 UMORE OB Well 874.667 ft
5270 12/13/15 20:15 UMORE OB Well 874.683 ft
5271 12/13/15 20:30 UMORE OB Well 874.698 ft
5272 12/13/15 20:45 UMORE OB Well 874.698 ft
5273 12/14/15 14:30 UMORE OB Well 874.561 ft
5274 12/14/15 14:45 UMORE OB Well 874.545 ft
5275 12/14/15 15:00 UMORE OB Well 874.53 ft
5276 12/14/15 15:15 UMORE OB Well 874.515 ft
5277 12/14/15 15:30 UMORE OB Well 874.515 ft
5278 12/16/15 9:30 UMORE OB Well 874.82 ft
5279 12/16/15 9:45 UMORE OB Well 874.851 ft
5280 12/16/15 10:00 UMORE OB Well 874.835 ft
5281 12/16/15 10:30 UMORE OB Well 874.805 ft
5282 12/16/15 10:45 UMORE OB Well 874.774 ft
5283 12/16/15 11:45 UMORE OB Well 874.744 ft
5284 12/16/15 12:00 UMORE OB Well 874.744 ft
5285 12/16/15 12:15 UMORE OB Well 874.729 ft
AET Project No. 03-05081 Page E221 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5286 12/16/15 12:30 UMORE OB Well 874.744 ft
5287 12/16/15 12:45 UMORE OB Well 874.713 ft
5288 12/16/15 13:00 UMORE OB Well 874.713 ft
5289 12/16/15 13:15 UMORE OB Well 874.713 ft
5290 12/16/15 13:30 UMORE OB Well 874.713 ft
5291 12/16/15 13:45 UMORE OB Well 874.713 ft
5292 12/16/15 14:00 UMORE OB Well 874.698 ft
5293 12/16/15 14:15 UMORE OB Well 874.698 ft
5294 12/17/15 18:00 UMORE OB Well 874.454 ft
5295 12/18/15 10:30 UMORE OB Well 874.484 ft
5296 12/18/15 10:45 UMORE OB Well 874.484 ft
5297 12/18/15 11:00 UMORE OB Well 874.484 ft
5298 12/18/15 11:15 UMORE OB Well 874.469 ft
5299 12/18/15 11:30 UMORE OB Well 874.484 ft
5300 12/18/15 11:45 UMORE OB Well 874.469 ft
5301 12/18/15 12:00 UMORE OB Well 874.484 ft
5302 12/18/15 12:15 UMORE OB Well 874.454 ft
5303 12/18/15 12:30 UMORE OB Well 874.454 ft
5304 12/18/15 12:45 UMORE OB Well 874.454 ft
5305 12/18/15 13:00 UMORE OB Well 874.439 ft
5306 12/18/15 13:15 UMORE OB Well 874.439 ft
5307 12/18/15 13:30 UMORE OB Well 874.439 ft
5308 12/18/15 13:45 UMORE OB Well 874.423 ft
5309 12/18/15 14:00 UMORE OB Well 874.423 ft
5310 12/18/15 14:15 UMORE OB Well 874.423 ft
5311 12/18/15 14:30 UMORE OB Well 874.423 ft
5312 12/18/15 14:45 UMORE OB Well 874.439 ft
5313 12/18/15 15:00 UMORE OB Well 874.454 ft
5314 12/18/15 15:15 UMORE OB Well 874.439 ft
5315 12/18/15 15:30 UMORE OB Well 874.454 ft
5316 12/18/15 15:45 UMORE OB Well 874.454 ft
5317 12/18/15 16:00 UMORE OB Well 874.454 ft
5318 12/18/15 16:15 UMORE OB Well 874.469 ft
5319 12/18/15 16:30 UMORE OB Well 874.454 ft
5320 12/18/15 16:45 UMORE OB Well 874.454 ft
5321 12/18/15 17:00 UMORE OB Well 874.439 ft
5322 12/18/15 17:15 UMORE OB Well 874.454 ft
5323 12/18/15 17:30 UMORE OB Well 874.454 ft
5324 12/18/15 17:45 UMORE OB Well 874.469 ft
5325 12/18/15 18:00 UMORE OB Well 874.652 ft
5326 12/18/15 18:15 UMORE OB Well 874.454 ft
5327 12/18/15 18:30 UMORE OB Well 874.454 ft
5328 12/19/15 8:45 UMORE OB Well 874.408 ft
5329 12/19/15 9:00 UMORE OB Well 874.408 ft
5330 12/19/15 9:15 UMORE OB Well 874.393 ft
AET Project No. 03-05081 Page E222 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5331 12/19/15 9:30 UMORE OB Well 874.408 ft
5332 12/19/15 9:45 UMORE OB Well 874.377 ft
5333 12/19/15 10:00 UMORE OB Well 874.377 ft
5334 12/19/15 10:15 UMORE OB Well 874.377 ft
5335 12/19/15 10:30 UMORE OB Well 874.393 ft
5336 12/19/15 10:45 UMORE OB Well 874.377 ft
5337 12/19/15 11:00 UMORE OB Well 874.377 ft
5338 12/19/15 11:15 UMORE OB Well 874.393 ft
5339 12/19/15 11:30 UMORE OB Well 874.408 ft
5340 12/19/15 11:45 UMORE OB Well 874.408 ft
5341 12/19/15 12:00 UMORE OB Well 874.423 ft
5342 12/19/15 12:15 UMORE OB Well 874.439 ft
5343 12/19/15 12:30 UMORE OB Well 874.454 ft
5344 12/19/15 12:45 UMORE OB Well 874.469 ft
5345 12/19/15 13:00 UMORE OB Well 874.484 ft
5346 12/19/15 13:15 UMORE OB Well 874.5 ft
5347 12/19/15 13:30 UMORE OB Well 874.515 ft
5348 12/19/15 13:45 UMORE OB Well 874.53 ft
5349 12/19/15 14:00 UMORE OB Well 874.53 ft
5350 12/19/15 14:15 UMORE OB Well 874.53 ft
5351 12/19/15 14:30 UMORE OB Well 874.561 ft
5352 12/19/15 14:45 UMORE OB Well 874.561 ft
5353 12/19/15 15:00 UMORE OB Well 874.561 ft
5354 12/19/15 15:15 UMORE OB Well 874.561 ft
5355 12/19/15 15:15 UMORE OB Well 874.576 ft
5356 12/19/15 15:30 UMORE OB Well 874.576 ft
5357 12/19/15 15:45 UMORE OB Well 874.591 ft
5358 12/19/15 16:00 UMORE OB Well 874.606 ft
5359 12/19/15 16:00 UMORE OB Well 874.591 ft
5360 12/19/15 16:15 UMORE OB Well 874.606 ft
5361 12/19/15 16:30 UMORE OB Well 874.606 ft
5362 12/19/15 16:45 UMORE OB Well 874.622 ft
5363 12/19/15 16:45 UMORE OB Well 874.606 ft
5364 12/19/15 17:00 UMORE OB Well 874.622 ft
5365 12/19/15 17:15 UMORE OB Well 874.637 ft
5366 12/19/15 17:30 UMORE OB Well 874.637 ft
5367 12/19/15 17:45 UMORE OB Well 874.637 ft
5368 12/19/15 18:00 UMORE OB Well 874.698 ft
5369 12/19/15 18:15 UMORE OB Well 874.637 ft
5370 12/19/15 18:30 UMORE OB Well 874.637 ft
5371 12/19/15 18:45 UMORE OB Well 874.637 ft
5372 12/19/15 19:00 UMORE OB Well 874.637 ft
5373 12/19/15 19:15 UMORE OB Well 874.637 ft
5374 12/19/15 19:30 UMORE OB Well 874.622 ft
5375 12/19/15 19:45 UMORE OB Well 874.652 ft
AET Project No. 03-05081 Page E223 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5376 12/19/15 20:00 UMORE OB Well 874.622 ft
5377 12/19/15 20:15 UMORE OB Well 874.637 ft
5378 12/19/15 20:30 UMORE OB Well 874.622 ft
5379 12/19/15 20:45 UMORE OB Well 874.622 ft
5380 12/19/15 21:00 UMORE OB Well 874.637 ft
5381 12/19/15 21:15 UMORE OB Well 874.622 ft
5382 12/19/15 21:30 UMORE OB Well 874.606 ft
5383 12/19/15 21:45 UMORE OB Well 874.622 ft
5384 12/19/15 22:00 UMORE OB Well 874.591 ft
5385 12/19/15 22:15 UMORE OB Well 874.622 ft
5386 12/19/15 22:30 UMORE OB Well 874.622 ft
5387 12/19/15 22:45 UMORE OB Well 874.622 ft
5388 12/19/15 23:00 UMORE OB Well 874.622 ft
5389 12/19/15 23:15 UMORE OB Well 874.637 ft
5390 12/19/15 23:30 UMORE OB Well 874.652 ft
5391 12/19/15 23:45 UMORE OB Well 874.667 ft
5392 12/20/15 0:00 UMORE OB Well 874.667 ft
5393 12/20/15 0:15 UMORE OB Well 874.698 ft
5394 12/20/15 0:30 UMORE OB Well 874.713 ft
5395 12/20/15 0:45 UMORE OB Well 874.729 ft
5396 12/20/15 1:00 UMORE OB Well 874.729 ft
5397 12/20/15 1:15 UMORE OB Well 874.759 ft
5398 12/20/15 1:30 UMORE OB Well 874.759 ft
5399 12/20/15 1:45 UMORE OB Well 874.79 ft
5400 12/20/15 2:00 UMORE OB Well 874.79 ft
5401 12/20/15 2:15 UMORE OB Well 874.79 ft
5402 12/20/15 2:30 UMORE OB Well 874.79 ft
5403 12/20/15 2:45 UMORE OB Well 874.79 ft
5404 12/20/15 3:00 UMORE OB Well 874.805 ft
5405 12/20/15 3:15 UMORE OB Well 874.805 ft
5406 12/20/15 3:30 UMORE OB Well 874.82 ft
5407 12/20/15 3:45 UMORE OB Well 874.82 ft
5408 12/20/15 4:00 UMORE OB Well 874.82 ft
5409 12/20/15 4:15 UMORE OB Well 874.82 ft
5410 12/20/15 4:30 UMORE OB Well 874.835 ft
5411 12/20/15 4:45 UMORE OB Well 874.835 ft
5412 12/20/15 5:00 UMORE OB Well 874.835 ft
5413 12/20/15 5:15 UMORE OB Well 874.835 ft
5414 12/20/15 5:30 UMORE OB Well 874.805 ft
5415 12/20/15 5:45 UMORE OB Well 874.835 ft
5416 12/20/15 6:00 UMORE OB Well 874.805 ft
5417 12/20/15 6:15 UMORE OB Well 874.805 ft
5418 12/20/15 6:30 UMORE OB Well 874.774 ft
5419 12/20/15 6:45 UMORE OB Well 874.79 ft
5420 12/20/15 7:00 UMORE OB Well 874.774 ft
AET Project No. 03-05081 Page E224 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5421 12/20/15 7:15 UMORE OB Well 874.759 ft
5422 12/20/15 7:30 UMORE OB Well 874.759 ft
5423 12/20/15 7:45 UMORE OB Well 874.729 ft
5424 12/20/15 8:00 UMORE OB Well 874.744 ft
5425 12/20/15 8:15 UMORE OB Well 874.713 ft
5426 12/20/15 8:30 UMORE OB Well 874.713 ft
5427 12/20/15 8:45 UMORE OB Well 874.698 ft
5428 12/20/15 9:00 UMORE OB Well 874.698 ft
5429 12/20/15 9:15 UMORE OB Well 874.683 ft
5430 12/20/15 9:30 UMORE OB Well 874.683 ft
5431 12/20/15 9:45 UMORE OB Well 874.667 ft
5432 12/20/15 10:00 UMORE OB Well 874.683 ft
5433 12/20/15 10:15 UMORE OB Well 874.667 ft
5434 12/20/15 10:30 UMORE OB Well 874.683 ft
5435 12/20/15 10:45 UMORE OB Well 874.683 ft
5436 12/20/15 11:00 UMORE OB Well 874.713 ft
5437 12/20/15 11:15 UMORE OB Well 874.729 ft
5438 12/20/15 11:30 UMORE OB Well 874.729 ft
5439 12/20/15 11:45 UMORE OB Well 874.744 ft
5440 12/20/15 12:00 UMORE OB Well 874.759 ft
5441 12/20/15 12:15 UMORE OB Well 874.774 ft
5442 12/20/15 12:30 UMORE OB Well 874.774 ft
5443 12/20/15 12:45 UMORE OB Well 874.79 ft
5444 12/20/15 13:00 UMORE OB Well 874.79 ft
5445 12/20/15 13:15 UMORE OB Well 874.805 ft
5446 12/20/15 13:30 UMORE OB Well 874.805 ft
5447 12/20/15 13:45 UMORE OB Well 874.805 ft
5448 12/20/15 14:00 UMORE OB Well 874.805 ft
5449 12/20/15 14:15 UMORE OB Well 874.82 ft
5450 12/20/15 14:30 UMORE OB Well 874.79 ft
5451 12/20/15 14:45 UMORE OB Well 874.805 ft
5452 12/20/15 15:00 UMORE OB Well 874.79 ft
5453 12/20/15 15:15 UMORE OB Well 874.79 ft
5454 12/20/15 15:30 UMORE OB Well 874.79 ft
5455 12/20/15 15:45 UMORE OB Well 874.774 ft
5456 12/20/15 16:00 UMORE OB Well 874.79 ft
5457 12/20/15 16:15 UMORE OB Well 874.774 ft
5458 12/20/15 16:30 UMORE OB Well 874.759 ft
5459 12/20/15 16:45 UMORE OB Well 874.744 ft
5460 12/20/15 17:00 UMORE OB Well 874.744 ft
5461 12/20/15 17:15 UMORE OB Well 874.744 ft
5462 12/20/15 17:30 UMORE OB Well 874.729 ft
5463 12/20/15 17:45 UMORE OB Well 874.713 ft
5464 12/20/15 18:00 UMORE OB Well 874.545 ft
5465 12/20/15 18:15 UMORE OB Well 874.683 ft
AET Project No. 03-05081 Page E225 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5466 12/20/15 18:30 UMORE OB Well 874.667 ft
5467 12/20/15 18:45 UMORE OB Well 874.667 ft
5468 12/20/15 19:00 UMORE OB Well 874.667 ft
5469 12/20/15 19:15 UMORE OB Well 874.637 ft
5470 12/20/15 19:30 UMORE OB Well 874.652 ft
5471 12/20/15 19:45 UMORE OB Well 874.622 ft
5472 12/20/15 20:00 UMORE OB Well 874.622 ft
5473 12/20/15 20:15 UMORE OB Well 874.606 ft
5474 12/20/15 20:30 UMORE OB Well 874.606 ft
5475 12/20/15 20:45 UMORE OB Well 874.591 ft
5476 12/20/15 21:00 UMORE OB Well 874.591 ft
5477 12/20/15 21:15 UMORE OB Well 874.591 ft
5478 12/20/15 21:30 UMORE OB Well 874.591 ft
5479 12/20/15 21:45 UMORE OB Well 874.591 ft
5480 12/20/15 22:00 UMORE OB Well 874.576 ft
5481 12/20/15 22:15 UMORE OB Well 874.576 ft
5482 12/20/15 22:30 UMORE OB Well 874.591 ft
5483 12/20/15 22:45 UMORE OB Well 874.591 ft
5484 12/20/15 23:00 UMORE OB Well 874.591 ft
5485 12/20/15 23:15 UMORE OB Well 874.606 ft
5486 12/20/15 23:30 UMORE OB Well 874.606 ft
5487 12/20/15 23:45 UMORE OB Well 874.606 ft
5488 12/21/15 0:00 UMORE OB Well 874.637 ft
5489 12/21/15 0:15 UMORE OB Well 874.622 ft
5490 12/21/15 0:30 UMORE OB Well 874.637 ft
5491 12/21/15 0:45 UMORE OB Well 874.637 ft
5492 12/21/15 1:00 UMORE OB Well 874.652 ft
5493 12/21/15 1:15 UMORE OB Well 874.652 ft
5494 12/21/15 1:30 UMORE OB Well 874.667 ft
5495 12/21/15 1:45 UMORE OB Well 874.652 ft
5496 12/21/15 2:00 UMORE OB Well 874.683 ft
5497 12/21/15 2:15 UMORE OB Well 874.683 ft
5498 12/21/15 2:30 UMORE OB Well 874.652 ft
5499 12/21/15 2:45 UMORE OB Well 874.667 ft
5500 12/21/15 3:00 UMORE OB Well 874.667 ft
5501 12/21/15 3:15 UMORE OB Well 874.667 ft
5502 12/21/15 3:30 UMORE OB Well 874.667 ft
5503 12/21/15 3:45 UMORE OB Well 874.667 ft
5504 12/21/15 3:46 UMORE OB Well 874.667 ft
5505 12/21/15 4:00 UMORE OB Well 874.667 ft
5506 12/21/15 4:15 UMORE OB Well 874.652 ft
5507 12/21/15 4:30 UMORE OB Well 874.652 ft
5508 12/21/15 4:30 UMORE OB Well 874.652 ft
5509 12/21/15 4:45 UMORE OB Well 874.652 ft
5510 12/21/15 5:00 UMORE OB Well 874.652 ft
AET Project No. 03-05081 Page E226 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5511 12/21/15 5:15 UMORE OB Well 874.622 ft
5512 12/21/15 5:15 UMORE OB Well 874.637 ft
5513 12/21/15 5:30 UMORE OB Well 874.637 ft
5514 12/21/15 5:45 UMORE OB Well 874.606 ft
5515 12/21/15 6:00 UMORE OB Well 874.591 ft
5516 12/21/15 6:15 UMORE OB Well 874.576 ft
5517 12/21/15 6:30 UMORE OB Well 874.576 ft
5518 12/21/15 6:45 UMORE OB Well 874.561 ft
5519 12/21/15 7:00 UMORE OB Well 874.545 ft
5520 12/21/15 7:15 UMORE OB Well 874.53 ft
5521 12/21/15 7:30 UMORE OB Well 874.53 ft
5522 12/21/15 7:45 UMORE OB Well 874.515 ft
5523 12/21/15 8:00 UMORE OB Well 874.515 ft
5524 12/21/15 8:15 UMORE OB Well 874.5 ft
5525 12/21/15 8:30 UMORE OB Well 874.5 ft
5526 12/21/15 9:00 UMORE OB Well 874.5 ft
5527 12/21/15 9:15 UMORE OB Well 874.484 ft
5528 12/21/15 9:30 UMORE OB Well 874.484 ft
5529 12/21/15 9:45 UMORE OB Well 874.469 ft
5530 12/21/15 10:00 UMORE OB Well 874.484 ft
5531 12/21/15 10:15 UMORE OB Well 874.484 ft
5532 12/21/15 10:30 UMORE OB Well 874.469 ft
5533 12/21/15 10:45 UMORE OB Well 874.469 ft
5534 12/21/15 11:00 UMORE OB Well 874.469 ft
5535 12/21/15 11:15 UMORE OB Well 874.484 ft
5536 12/21/15 11:30 UMORE OB Well 874.484 ft
5537 12/21/15 11:45 UMORE OB Well 874.515 ft
5538 12/21/15 12:00 UMORE OB Well 874.515 ft
5539 12/21/15 12:15 UMORE OB Well 874.515 ft
5540 12/21/15 12:30 UMORE OB Well 874.53 ft
5541 12/21/15 12:45 UMORE OB Well 874.545 ft
5542 12/21/15 13:00 UMORE OB Well 874.545 ft
5543 12/21/15 13:15 UMORE OB Well 874.561 ft
5544 12/21/15 13:30 UMORE OB Well 874.576 ft
5545 12/21/15 13:45 UMORE OB Well 874.591 ft
5546 12/21/15 14:00 UMORE OB Well 874.591 ft
5547 12/21/15 14:15 UMORE OB Well 874.606 ft
5548 12/21/15 14:30 UMORE OB Well 874.606 ft
5549 12/21/15 14:45 UMORE OB Well 874.622 ft
5550 12/21/15 15:00 UMORE OB Well 874.622 ft
5551 12/21/15 15:15 UMORE OB Well 874.637 ft
5552 12/21/15 15:30 UMORE OB Well 874.637 ft
5553 12/21/15 15:45 UMORE OB Well 874.606 ft
5554 12/21/15 16:00 UMORE OB Well 874.622 ft
5555 12/21/15 16:15 UMORE OB Well 874.606 ft
AET Project No. 03-05081 Page E227 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5556 12/21/15 16:30 UMORE OB Well 874.591 ft
5557 12/21/15 16:45 UMORE OB Well 874.576 ft
5558 12/21/15 17:00 UMORE OB Well 874.576 ft
5559 12/21/15 17:15 UMORE OB Well 874.561 ft
5560 12/21/15 17:30 UMORE OB Well 874.545 ft
5561 12/21/15 17:45 UMORE OB Well 874.561 ft
5562 12/21/15 18:15 UMORE OB Well 874.53 ft
5563 12/21/15 18:30 UMORE OB Well 874.515 ft
5564 12/21/15 18:45 UMORE OB Well 874.53 ft
5565 12/21/15 19:00 UMORE OB Well 874.515 ft
5566 12/21/15 19:15 UMORE OB Well 874.53 ft
5567 12/21/15 19:30 UMORE OB Well 874.515 ft
5568 12/21/15 19:45 UMORE OB Well 874.5 ft
5569 12/21/15 20:00 UMORE OB Well 874.515 ft
5570 12/21/15 20:15 UMORE OB Well 874.515 ft
5571 12/21/15 20:30 UMORE OB Well 874.515 ft
5572 12/24/15 12:30 UMORE OB Well 874.377 ft
5573 12/24/15 12:45 UMORE OB Well 874.393 ft
5574 12/24/15 13:00 UMORE OB Well 874.408 ft
5575 12/24/15 13:30 UMORE OB Well 874.408 ft
5576 12/26/15 18:00 UMORE OB Well 874.469 ft
5577 12/27/15 9:00 UMORE OB Well 874.5 ft
5578 12/27/15 9:15 UMORE OB Well 874.515 ft
5579 12/27/15 9:30 UMORE OB Well 874.515 ft
5580 12/27/15 9:45 UMORE OB Well 874.484 ft
5581 12/27/15 10:00 UMORE OB Well 874.5 ft
5582 12/27/15 10:15 UMORE OB Well 874.515 ft
5583 12/27/15 10:30 UMORE OB Well 874.515 ft
5584 12/27/15 10:45 UMORE OB Well 874.515 ft
5585 12/27/15 11:00 UMORE OB Well 874.515 ft
5586 12/27/15 11:15 UMORE OB Well 874.53 ft
5587 12/27/15 11:30 UMORE OB Well 874.53 ft
5588 12/27/15 11:45 UMORE OB Well 874.545 ft
5589 12/27/15 12:00 UMORE OB Well 874.545 ft
5590 12/27/15 12:15 UMORE OB Well 874.561 ft
5591 12/27/15 12:30 UMORE OB Well 874.545 ft
5592 12/27/15 12:45 UMORE OB Well 874.561 ft
5593 12/27/15 13:00 UMORE OB Well 874.545 ft
5594 12/27/15 13:15 UMORE OB Well 874.53 ft
5595 12/27/15 13:30 UMORE OB Well 874.515 ft
5596 12/27/15 13:45 UMORE OB Well 874.53 ft
5597 12/27/15 14:00 UMORE OB Well 874.515 ft
5598 12/27/15 14:15 UMORE OB Well 874.484 ft
5599 12/27/15 14:30 UMORE OB Well 874.484 ft
5600 12/27/15 14:45 UMORE OB Well 874.5 ft
AET Project No. 03-05081 Page E228 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5601 12/27/15 15:00 UMORE OB Well 874.484 ft
5602 12/27/15 15:15 UMORE OB Well 874.484 ft
5603 12/27/15 15:30 UMORE OB Well 874.469 ft
5604 12/27/15 15:45 UMORE OB Well 874.469 ft
5605 12/27/15 16:00 UMORE OB Well 874.484 ft
5606 12/27/15 16:15 UMORE OB Well 874.484 ft
5607 12/27/15 16:30 UMORE OB Well 874.484 ft
5608 12/27/15 16:45 UMORE OB Well 874.484 ft
5609 12/27/15 17:00 UMORE OB Well 874.484 ft
5610 12/27/15 17:15 UMORE OB Well 874.469 ft
5611 12/27/15 17:30 UMORE OB Well 874.469 ft
5612 12/27/15 17:45 UMORE OB Well 874.469 ft
5613 12/27/15 18:15 UMORE OB Well 874.484 ft
5614 12/27/15 18:30 UMORE OB Well 874.5 ft
5615 12/27/15 18:45 UMORE OB Well 874.53 ft
5616 12/27/15 19:00 UMORE OB Well 874.53 ft
5617 12/27/15 19:15 UMORE OB Well 874.53 ft
5618 12/27/15 19:30 UMORE OB Well 874.545 ft
5619 12/27/15 19:45 UMORE OB Well 874.561 ft
5620 12/27/15 20:00 UMORE OB Well 874.545 ft
5621 12/27/15 20:15 UMORE OB Well 874.561 ft
5622 12/27/15 20:30 UMORE OB Well 874.561 ft
5623 12/27/15 20:45 UMORE OB Well 874.561 ft
5624 12/27/15 21:00 UMORE OB Well 874.561 ft
5625 12/27/15 21:15 UMORE OB Well 874.561 ft
5626 12/27/15 21:30 UMORE OB Well 874.576 ft
5627 12/27/15 21:45 UMORE OB Well 874.561 ft
5628 12/27/15 22:00 UMORE OB Well 874.576 ft
5629 12/27/15 22:15 UMORE OB Well 874.576 ft
5630 12/27/15 22:30 UMORE OB Well 874.561 ft
5631 12/27/15 22:45 UMORE OB Well 874.576 ft
5632 12/27/15 23:00 UMORE OB Well 874.576 ft
5633 12/27/15 23:15 UMORE OB Well 874.576 ft
5634 12/27/15 23:30 UMORE OB Well 874.591 ft
5635 12/27/15 23:45 UMORE OB Well 874.576 ft
5636 12/28/15 0:00 UMORE OB Well 874.576 ft
5637 12/28/15 0:15 UMORE OB Well 874.591 ft
5638 12/28/15 0:30 UMORE OB Well 874.576 ft
5639 12/28/15 0:45 UMORE OB Well 874.576 ft
5640 12/28/15 1:00 UMORE OB Well 874.561 ft
5641 12/28/15 1:15 UMORE OB Well 874.576 ft
5642 12/28/15 1:30 UMORE OB Well 874.561 ft
5643 12/28/15 1:45 UMORE OB Well 874.545 ft
5644 12/30/15 18:00 UMORE OB Well 874.652 ft
5645 12/31/15 9:45 UMORE OB Well 874.545 ft
AET Project No. 03-05081 Page E229 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5646 12/31/15 10:00 UMORE OB Well 874.561 ft
5647 12/31/15 10:15 UMORE OB Well 874.545 ft
5648 12/31/15 10:30 UMORE OB Well 874.545 ft
5649 12/31/15 10:45 UMORE OB Well 874.53 ft
5650 12/31/15 11:00 UMORE OB Well 874.53 ft
5651 12/31/15 11:15 UMORE OB Well 874.545 ft
5652 12/31/15 11:30 UMORE OB Well 874.545 ft
5653 12/31/15 11:45 UMORE OB Well 874.576 ft
5654 12/31/15 12:00 UMORE OB Well 874.561 ft
5655 12/31/15 12:15 UMORE OB Well 874.576 ft
5656 12/31/15 12:30 UMORE OB Well 874.561 ft
5657 12/31/15 12:45 UMORE OB Well 874.561 ft
5658 12/31/15 13:00 UMORE OB Well 874.576 ft
5659 12/31/15 13:15 UMORE OB Well 874.576 ft
5660 12/31/15 13:30 UMORE OB Well 874.576 ft
5661 12/31/15 13:45 UMORE OB Well 874.576 ft
5662 12/31/15 14:00 UMORE OB Well 874.561 ft
5663 12/31/15 14:15 UMORE OB Well 874.576 ft
5664 12/31/15 14:30 UMORE OB Well 874.591 ft
5665 12/31/15 14:45 UMORE OB Well 874.576 ft
5666 12/31/15 15:00 UMORE OB Well 874.591 ft
5667 12/31/15 15:15 UMORE OB Well 874.591 ft
5668 12/31/15 15:30 UMORE OB Well 874.591 ft
5669 12/31/15 15:45 UMORE OB Well 874.606 ft
5670 12/31/15 16:00 UMORE OB Well 874.606 ft
5671 12/31/15 16:15 UMORE OB Well 874.622 ft
5672 12/31/15 16:30 UMORE OB Well 874.622 ft
5673 12/31/15 16:45 UMORE OB Well 874.637 ft
5674 12/31/15 17:00 UMORE OB Well 874.622 ft
5675 12/31/15 17:15 UMORE OB Well 874.637 ft
5676 12/31/15 17:30 UMORE OB Well 874.637 ft
5677 12/31/15 17:45 UMORE OB Well 874.652 ft
5678 12/31/15 18:00 UMORE OB Well 874.652 ft
5679 12/31/15 18:15 UMORE OB Well 874.652 ft
5680 12/31/15 18:30 UMORE OB Well 874.667 ft
5681 12/31/15 18:45 UMORE OB Well 874.667 ft
5682 12/31/15 19:00 UMORE OB Well 874.667 ft
5683 12/31/15 19:15 UMORE OB Well 874.683 ft
5684 12/31/15 19:30 UMORE OB Well 874.683 ft
5685 12/31/15 19:45 UMORE OB Well 874.667 ft
5686 12/31/15 20:00 UMORE OB Well 874.667 ft
5687 12/31/15 20:30 UMORE OB Well 874.637 ft
5688 12/31/15 20:45 UMORE OB Well 874.637 ft
5689 12/31/15 21:00 UMORE OB Well 874.622 ft
5690 12/31/15 21:15 UMORE OB Well 874.622 ft
AET Project No. 03-05081 Page E230 of 231
City of Rosemount
2015 Q4 DNR GW Measurement Reporting Table
MWUMore
5691 12/31/15 21:30 UMORE OB Well 874.606 ft
5692 12/31/15 21:45 UMORE OB Well 874.606 ft
5693 12/31/15 22:00 UMORE OB Well 874.576 ft
5694 12/31/15 22:15 UMORE OB Well 874.576 ft
Minimum =874.145
Maximum =874.851
Average =874.488
Median =874.469
AET Project No. 03-05081 Page E231 of 231
AET Project No. 03-05081
Appendix F
References
References
American Engineering Testing, Inc., April 13, 2015. Proposed Updates to the Hydrogeologic
Study and Water Monitoring Plan and Laboratory Reporting Limits Rationale, UMore Mining
Area, Sections 33, 28, and 34, Township 115, Range 19W, Rosemount, Minnesota, AET Project
No. 03-05081.
City of Rosemount, March 20, 2016. Email with attachment titled “FW: UMore observation well
data.”
City of Rosemount, January 27, 2016. Email with attachments titled “RE: UMore observation
well data.”
Barr Engineering, 2012. Hydrogeologic Study and Water Monitoring Plan, UMore Mining Area,
Dakota County, Minnesota.
Barr Engineering, 2014. Table A, Groundwater Elevations – April 2013 – March 2014, Dakota
Aggregates, LLC – UMORE.
Barr Engineering, 2014. Table 1, Historical Groundwater Analytical Data Summary, Dakota
Aggregates, LLC – UMORE.
Leggette, Brashears & Graham, Inc., 2014. Figure 4, Monitoring Well Hydrographs, 2013-2014
Annual Report Review, Dakota Aggregates LLC, UMore Mining Area, City of Rosemount,
Minnesota.
Leggette, Brashears & Graham, Inc., 2014. Figure 8, Nitrate Concentrations in Groundwater,
2013-2014 Annual Report Review, Dakota Aggregates LLC, UMore Mining Area, City of
Rosemount, Minnesota.
Leggette, Brashears & Graham, Inc., 2014. Figure 9, Total Coliform Concentrations in
Groundwater, 2013-2014 Annual Report Review, Dakota Aggregates LLC, UMore Mining Area,
City of Rosemount, Minnesota.
Leggette, Brashears & Graham, Inc., 2014. Figure 10, DRO Concentrations in Groundwater,
2013-2014 Annual Report Review, Dakota Aggregates LLC, UMore Mining Area, City of
Rosemount, Minnesota.
AET Project No. 03-05081 Page F1 of 1
Table of Contents
1) Permit Application/ Narrative/ Plan Set
Sound Monitoring/Mitigation by Aeroacoustics Engineering Consultants, LLC:
2) Acoustic & Noise Guidelines
3) Site Acoustic Testing&Summary
4) Engineered Noise Mitigation Examples
5) 2015 3-D Acoustic Model
6) 2016 3-D Acoustic Model
7) Onsite Nighttime Acoustic Testing Results November 2nd & 3rd, 2015
8) 2015 Sound Mitigation /Complaint Log
UMore Park Large Scale Non Metallic Mineral Extraction
Annual Operating Permit Application
Proposed Dry Mining Phases 2A/2B/1C
Active North Dry Mining Phases lA/1B/2C/2D &
Active Wet/Dry Phases IA-2B
UMore Park
City of Rosemount
December 15, 2015
1. Land Owner:
Regents of the University of Minnesota
UMore Development LLC
1300 South 2'Street, Suite 208
Minneapolis,MN 55455
2. Applicant/Operator:
Dakota Aggregates,LLC
2025 Centre Pointe Boulevard, Suite 300
Mendota Heights,MN 55120
651)688-9292
3. Legal Description of the Land upon which Excavation is active:
That part South Half of Section 28,Township 115,Range 19,Dakota County,Minnesota,lying
westerly of the following described line;
Commencing at the northeast corner of the Southeast Quarter of said Section 28;thence South 89
degrees 48 minutes 43 seconds West,assumed bearing along the north line of said Southeast
uarter,a distance of 1058.90 feet to the point of beginning of the line to be described; thenceQpgg
West a distance 1211.64 feet;thence South 07South18degrees23minutes48secondsW degrees 11
minutes 26 seconds East a distance of 1472.46 feet; thence South 75 degrees 07 minutes 52 seconds
East a distance of 126.03 feet to the south line of said Southeast Quarter and there terminating.
EXCEPT the plat of UNIVERSITY ADDITION, said Dakota County.
AND
Section 33,Township 115,Range 19,Dakota County,Minnesota;EXCEPT the East 133.00 feet of
the North 549.43 feet of the Southeast Quarter of said Section 33; EXCEPT the East 133.00 feet of
the South 930.25 feet of the Northeast Quarter of said Section 33; also EXCEPT that part of said
Northeast Quarter described as follows:
Beginning at the northeast corner of said Northeast Quarter;thence South 00 degrees 11 minutes 58
seconds West, assumed bearing along the East line of said Northwest Quarter,a distance of 800.63
feet;thence North 81 degrees 23 minutes 25 seconds West a distance of 40.76 feet; thence North 38
degrees 17 minutes 54 seconds West a distance of 819.06 feet;thence North 75 degrees 07 minutes
to the north line of said Northwest Quarter; thence North52secondsWestadistanceof580.25 feet
89 degrees 51 seconds 14 seconds East, along said north line,a distance of 1111.53 feet to the point
of beginning.
1
AND
That part of the Northwest Quarter of Section 34,Township 115,Range 19,Dakota County,
Minnesota,described as follows:
Commencing at the northwest corner of said Northwest Quarter;thence South 00 degrees 11
minutes 58 seconds West,assumed bearing along the west line of said Northwest Quarter,a
distance of 800.63 feet to the point of beginning of the land to be described;thence continuing
South 00 degrees 11 minutes 58 seconds West, along said west line,a distance of 912.75 feet;
thence North 89 degrees 51 minutes 14 seconds East a distance of 647.18 feet; thence North 00
degrees 11 minutes 58 seconds East a distance of 813.16 feet;thence North 81 degrees 23 minutes
25 seconds West a distance of 654.21 feet to the point of beginning.
AND
That part of the Southwest Quarter of Section 34,Township 115,Range 19,Dakota County,
Minnesota,lying southerly of the following described line:
Commencing at the northwest corner of said Southwest Quarter;thence South 00 degrees 11
minutes 58 seconds West, assumed bearing along the west line of said Southwest Quarter,a
distance of 549.45 feet to the point of beginning of the line to be described;thence South 89
degrees 28 minutes 53 seconds East a distance of 2646.92 feet to the east line of said Southwest
Quarter and there terminating
And lying westerly, northwesterly and northerly of the following described line:
Commencing at the southwest corner of said Southwest Quarter;thence South 89 degrees 42
minutes 10 seconds East,along the south line of said Southwest Quarter,a distance of 2192.17 feet
to the point of beginning of the line to be described; thence North 04 degrees 21 seconds 18
seconds East a distance of 142.12 feet;thence North 01 degrees 12 minutes 32 seconds West a
distance of 368.88 feet; thence North 01 degrees 58 minutes 09 seconds West a distance of 266.72
feet;thence northeasterly 194.60 feet,along tangential curve,concave to the southeast,having a
central angle of 96 degrees 57 minutes 13 seconds and a radius of 115.00 feet;thence South 85
degrees 00 minutes 56 seconds East,tangent to last described curve,a distance of 157.25 feet;
thence easterly 99.70 feet,along a tangential curve, concave to the north, having a central angle of
09 degrees 25 minutes 45 seconds and a radius of 605.84 feet;thence northeasterly 100.73 feet,
along a reverse curve,concave to the northwest,having a central angle of 56 degrees 01 minutes 50
seconds and a radius of 103.00 feet to the west line of said Southwest Quarter and said line there
terminating.
2
North Dry Mining Phases 1A- 1C 2A-2D Annual Review U date
Activities related to North Dry Mining will continue to include relocation of surface soils for
construction of the+/-20 foot tall north mine berm,mixing and screening, stockpiling, loading,
hauling and conveying of aggregate material to the Ancillary Use Facility(AUT)or hauled out by
use of the Akron Avenue internal/rail bed corridor. All rock from the North Dry Mining operation
is conveyed south to the processing facility for material production.
The North processing equipment has been lowered approximately 50 feet into the North pit floor.
In addition a 20+/-berm is being constructed on the north side of the permitted North Dry Mining
phases over to the northwest corner of Dry Mining Phase 7A(up to Biscayne Avenue)which will
be finished in spring/summer of 2016.
North Dry Mining Phases:
Sub phase IA: active mining 07.68 Acres)
Sub phase 1B: active mining 10.05 Acres)
Sub phase 1C: proposed to be opened in 2016 12.57 Acres)
Sub phase 2A: proposed to be opened in 2016 6.82 Acres)
Sub phase 2B: proposed to be opened in 2016 8.74 Acres)
Sub phase 2C: active mining 09.17Acres)
Sub phase 21): active mining 08.12Acres)
Total Acres North Dry Mining: 63.15 Acres)
Aggregate Material sold from January 1,2015-October 31,2015: 85,000 Tons
Aggregate stockpiles onsite as of October 31, 2015 in North Dry Mining Area
Sand: 288,000 TONS
All rock is conveyed to the aggregate processing facility for mixing and production of various
aggregate products.
Dry/Wet Mining Sub-Phase IA-2B Annual Review Update:
Activities in the Dry/Wet mining phases will continue to include relocation of surface soils on the
remaining 10+/-acres of virgin ground,crushing,mixing, screening, stockpiling, aggregate
washing, loading, any conveying of material to the AUF. Once the material is conveyed to the
AUF,it will be processed into varying grades of aggregate products that will be purchased and
hauled offsite utilizing the Station Trail/CSAH#46 access. The screening berm landscaped with
trees which is adjacent to County Road 46 and to Wet Dry Mining Phases lA and 2A has been
maintained throughout the season including replacement of approximately 20 dead trees.
Dry/Wet Mining Phases:
Sub phase IA: active mining 25.32 Acres)
Sub phase 1B: active mining 18.21 Acres)
Sub phase 2A: active except for approx.4 acres to be opened 17.03 Acres)
Sub phase 2B: active except for approx. 6 acres to be opened 17.90 Acres)
Total Acres Dry/Wet Mining: 78.46 Acres)
3
Aggregate material sold from January 1,2015-October 31,2015: 1,038,000 Tons
Aggregate Stockpiles in Aggregate Processing Facility as of October 31,2015
Screened Sand: 75,200 TONS
Washed Sand: 224,100 TONS
3/8" washed rock: 9,900 TONS
67 washed rock: 31,500 TONS
1 ''/2" washed rock: 5,100 TONS
Class 5:30,300 TONS
1 ''/z' crushed rock: 18,000 TONS
3/" screened/crushed rock: 6,800 TONS
Recycled Aggregate:
RAP Sold January 1,2015—October 31,2015: 41,300 TONS
RAP Stockpile January 1,2015 —October 31,2015:
21,700 TONS
Site Improvements Update:
Over$50,000,000.00 (Fifty Million Dollars)in onsite improvements since inception of the
project in 2013
Hardrives Bituminous plant up and running for the start of the 2015 construction season
Cemstone Products Company ready mixed concrete plant opened in December of 2015.
Over 300 acres(AUF and active mine areas) has been added to the tax roll since 2013
Maintenance of existing trees situated on the berm abutting CSAH#46 including replacement of
approximately 20 trees which were a victim of winter burn
Berm,ditch and common areas maintained routinely throughout the year.
Continuation of berm construction on the north side of the permitted North Dry mining phases to
be constructed to the Northwest corner of Dry Mining Phase 7A(up to Biscayne Avenue)to
completed in spring/summer of 2016
Relocate/lower north end mining equipment into the north mine floor 70 feet in depth. (pit floor
is 50 feet down and north berm is 20 feet in height)
Completed the concrete curb and gutter and roadway pavement section on 158'Street and Station
Trail.
Sign Erection at Akron Avenue and County Road#46 in 2016
4
Sign installation at County Road#46 and Station Trail Complete.
50 foot ornamental and power operated gate installed at Akron Avenue
50 foot custom gate on North Haul Road at Akron
5
44R
Rosemount City Hall
2875 145TH Street West
Rosemount, MN 55068
COMMUNITY.DEVELOPMENT 651-423-4411
651-423-4424 (FA)
revised 02.29.12
LARGE SCALE MINERAL EXTRACTION PERMIT APPLICATION
Aicant
ANNUAL REVIEW
Name:._ Dakota Aggregates, LLC
Address:2025 Centre Pointe Blvd., Ste 300 Mendota:Heights,MN 55120
Email Address: patmason@amesco.com
Property Owner
Name: Regents of the University of Minnesota
Address: 230 McNamara Alumni Center,200 Oak Street S.E.Minneapolis, MN 55455
Person/Corporation Conducting Extraction
Name: Dakota Aggregates, LLC
Address: 2025 Centre Pointe Blvd.,Ste 300 Mendota Heights, MN 55120
Purpose of Excavation/Extraction:(Describe in Detail)
Attached.
Property Information/Excavation Site
Legal Description: Attached. DryMet mining phases(1 A, 113,2A,213)78.46 Acres North
Dry Mining(1A-1 C&2A-2D)63.15 Acres.
include PID#) 34-03310-01-010 &34-02810-50-091
TOTAL ACREAGE: North Dry Mining (63.15 Acres)Wet/Dry Mining 78.46 Acres
Type of Material to be Extracted: Constructing grade sand and gravel
Total Cubic Yards to be Extracted: North dry mining 3,324,000 Tons/Wet/Dry Mining 5,300,000 Tons
Estimated Number of Years of Operation: 3-5 years North Dry Mining&4-5 years Wet/Dry Mining
Estimated Date for Completion of Site Rehabilitation: Prior to extraction belna authorized,
s
no more than 160 Acres
AccessRransport Routes:
Name of highways, streets or other public roadways within the City upon which the material will
be transported)
Required Attachments
L^_J Phasing Plan
0 Site Reclamation and Rehabilitation Plan
MV
Names and Addresses of adjacent land owners within 250 feet of extraction site
0 Map showing physical relationship of excavation site to the community and
existing community development
0 Site analysis information (trees, depth of topsoil, adjacent on-site structures and land
uses,flood levels,watercourses and elevation and percent slope within 100 feet
beyond site perimeter
0 Depth of watertables throughout excavation site
Plan of Operation
Drainage,Wind and Water Erosion Control Plan
This application must be accompanied by a list of names and addresses of property owners
within a 350 foot radius of the subject property or, if application pertains to property located in
Agricultural(AG), Agricultural Preserve (AP), or Rural Residential(RR)District, the application
must be accompanied by a list ofnames and addresses of property owners within a quarter
1/4)mile. Also to be included are two sets of address labels of the property owners. These
must accompany the application at the time of submittal.
This permit,upon authorization by City Council, is valid from January 1 through December 31 of
the year of issuance. The proposed mineral extraction will be reviewed according to submitted
plans and description of the proposed operation as required under provisions detained in City of
Rosemount Zoning Ordinance, Section I Z 4 Mineral Extraction. In submitting this application
the applicant recognized.the requirements set forth in-the City of Rosemount-Ordinance for the
regulation of mining and agrees to meet those conditions prior to.requesting approval of this
permit
BY CHECKING THIS BOX, I HEREBY AGREE TO ALL STATEMENTS HEREIN AND
SUBMIT MY SIGNATURE ELECTRONICALLY TO THIS FORM.
Signat pplican Signature of Pro0ey OMer
12 rzl ° I +
Date Date
Initial Pennit Fee of$1,400.40 Paid? 0 Yes 0 No
Annual Operating Permit Fee of$750.00 Paid?kV Yes 0 No
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18 January 2016
E-mail: lany.hansen@aecnonoise.com
Direct Dial: 763-546-8565
Dakota Aggregates, LLC.
2025 Centre Point Blvd. /Suite#300
Mendota Heights, MN 55120
Attention: Mr. Stacey Hannover, Production Manager
Subject: Summary/clarification of noise mitigation project graphics and data for the forth coming
Rosemount Council meeting.
Reference: 1. DAL Purchase Order#551-1656.
2. AEC Project#JE01-9406.
Dear Mr. Hannover:
Pursuant to your request, we have assembled a selection of data and graphics to describe the
Aeroacoustic Engineering Consultants, LLC (AEC) work scope, progress and findings for our
joint noise mitigation project for Dakota Aggregates, LLC (DAL). To date, North property line
environmental acoustic testing has been initiated and at least one (1) engineering control has
been scheduled to reduce noise propagation to desirable limits. This document is a rudimentary
explanation of project issues and findings:
Acoustic& Noise Guidelines
First graphic depicts a sound thermometer displaying the range of perceived sound from the
threshold of human hearing through the threshold of pain. The unit of sound measure is the
decibel (dB) and is numerically presented along the thermometer's right side, with various
activities associated with noise/sound intensities. For our DAL criteria, we are looking at a
maximum noise range from a living room" to"conversational speech," or a nominal 50-dB level
of intensity. It should be noted, a t3-dBA change is seldom noticed but a *5-dBA change is
clearly noticeable.
Site Acoustic Testing&Summary
First graphic is an aerial map which depicts an overview of two(2) initial environmental acoustic
test locations, general North and East residential areas and adjacent quarry operation to DAL.
Second graphic depicts the typical instrumentation deployment for sound and climatic
instrumentation at each test point location.
Third graphic is a summary of Minnesota Pollution Control Agency (MPGA) criteria for
residential land use, sound data from both test locations and stop time for both quarry
operations. An Lio s 55-dBA limit means the measured sound pressure level (SPL) shall not
exceed 55-dBA for more than 6-minutes of any 1-hour test period. An L50:5 50-dBA limit means
Continued . . .
AEROACOUSTIC ENGINEERING CONSULTANTS,LLC
8014 Olson Highway/#210, Minneapolis, MN 55427-4712 United States of America
website:www.aecnonoise.com
Dakota Aggregates, LLC.
18 January 2016
Page 2 of 3
the measured SPL shall not exceed 50-dBA for more than 30-minutes of any 1-hour test period.
Acoustic test data is grouped by individual test dates of 02 and 03 November 2015 and in hourly
1-hour) line item time periods. L,o and L50 dBA levels are color coded: red for exceeds limits
and green for within limits. CR-42 (I Se Street West) traffic dominated the 02 November and
approximately 50% of 03 November 2015 acoustic measurements. With the reduced traffic flow
on 03 November 2015, the quant' noise appears to be contributing approximately 3-dBA to the
over limit of the L,a maximum of 55-dBA for 11:00-pm to 12:01-am.
Enaineered Noise Mitigation Examples
First graphic depicts a recent engineering control project to remediate an acoustic event
reported by a private resident. The concern was the abrupt and intense noise generated by
equipment start-up alarms mandated by safety regulations. A new alarm was found that
complied with site safety code and reduced audible noise from 96-dBA to 77.8-dBA. This is a
noise reduction of nearly 20-dBA and given the distance from the private residence, should
reduce resident sound below perceptible levels. "Background' is the ambient SPL with both
alarms off.
2015. 3-0 Acoustic Model
This data group is AEC 3-D acoustic computer modeling of area noise contours based on DAL
equipment locations, calculated screening noise emissions and berm length during the 2015
quarry operation. Its primary intent is to establish a reference base for comparison to proposed
changes in the 2016 quarry operation:
First graphic, the AEC computer model virtually shut off all quarry activity and depicts only the
2015/2016 traffic flow noise generated on CR-42 (1500'Street West).
Second graphic, the AEC computer model virtually shut off all traffic flow noise from CR-42
150Street West)and depicts only the estimated screen noise generated at the 2015 location.
Third graphic, the AEC computer model combines 2015/2016 traffic flow noise from CR-42
150'hStreet West) and the estimated screen noise generated at the 2015 location.
2016. 3-D Acoustic Model
This data group is AEC 3-13 acoustic computer modeling of area noise contours based on DAL
equipment locations in new 507foot deep pit, extended berm tenth. and calculated screening
noise emissions for the 2016 quarry operation. Its primary intent is to evaluate revised noise
emission patterns by comparison to 2015 quarry operation:
First graphic, the AEC computer model virtually shut off all quarry activity and depicts only the
Continued . . .
Environmental Engineering Aerodynamics/Thermodynamics
Industrial Noise & Vibration Control Analysis/Diagnostics/Remediation
Dakota Aggregates, LLC.
18 January 2016
Page 3 of 3
2015/2016 traffic flow noise generated on CR-42(150d'Street West). This is identical to the first
graphic in the 2015 simulation set.
Second graphic, the AEC computer model virtually shut off all traffic flow noise from CR-42
150' Street West) and depicts only the estimated screen noise generated at the 2016 location.
The changes in depicted acoustic emission patterns are attributable to the relocation of
equipment to a 50-foot deep pit and the net effect of a nominal 70-foot acoustic barrier(50-foot
deep pit + 20-foot high berm). The acoustic lobe protruding toward the Northwest residential
area is an artifact of a temporary void (equipment access ramp) between the old berm and the
new berm extension; this lobe will contract toward the Southeast when the berms are
connected.
Thi, graphic, the AEC computer model combines 2015/2016 traffic flow noise from CR-42
150 Street West)and the estimated screen noise generated at the 2016 location.
Deductions:
1. All processing equipment relocated in the new, 2016 pit location should exhibit a nominal
5-dBA reduction in noise beyond the DAL North and East property lines.
2. Any unusual acoustic events similar to the equipment start-up alarms, will be remediated
by engineering controls which generally yield much larger noise reductions.
3. Prompt and ongoing acoustic diligence should maintain DAL quant' activities well within
MPCA noise criteria for private residence areas, beyond their property lines.
As discussed, AEC can have an engineer available during the council meeting to address any
technical questions. Thank you for the opportunity to be of service!
Respectfully yours,
Aeroacousti nnginee ' g Consultants, LLC
Lawrence F. Hansen—Principal Engineer
Enclosures:
File:Ur DAL Council 5ummary.doc
Environmental Engineering Aerodynamics/Thermodynamics
Industrial Noise 8 Vibration Control Analysis/Diagnostics/Remediation
STATEMENT OF QUALIFICATIONS FOR
AEROACOUSTIC ENGINEERING CONSULTANTS, LLC.
Facilities • Personnel • Qualifications • Services •
Aeroacoustic Engineering Consultants, LLC. (AEC) has an extensive background in
acoustic / aerodynamic /vibration diagnostics and sound suppression systems. AEC
was selected to design and build hybrid, reactive silencers for the life support system
onboard the NASA Space Shuttle as well as the solid fuel processors for the booster
rockets! Conversely, AEC expertise was utilized in the development of deep-dive
technology (-20 dBA hydro space)for naval vessels, marine salvage and oceanographic
exploration. For military and commercial Wind Tunnels, AEC is repeatedly tasked for
analytical design, computer simulation, fabrication and testing of all aeroacoustic
systems for low-Mach through hypersonic flows, including the U.S. Navy's next
generation, ultrahigh Mach Railgun. AEC furnished design & build for professional,
digital recording and dubbing studios. Our analysis and acoustic testing have been the
foundation for performing arts' theater design, world wide. AEC was commissioned to
provide acoustic/vibration analysis, design and testing services for the new JFK
International Air Terminal #4 in New York, including Concord (SST) operations. The
Army Corp of Engineers has utilized AEC expertize for acoustic and seismic silencing of
an energy material forensics test facility that detonates explosive devices up to and
including small nuclear weapons. Industrial and government entities such as Microsoft,
U.S. Central Intelligence Agency (CIA) and the National Geospatial-Intelligence Agency
NGA) have employed AEC's aeroacoustic skills for diagnostics, design and/or
remediation of very large scale, highly secured data system facilities. At the request of
state and federal compliance officers, AEC has conducted seminars for OSHA, MSHA
Mine Safety and Health Agency, formally MESHA) and corporate compliance officers
for noise control methodology in surface, open pit and subsurface mining.
For reference, a cursory outline of the product and engineering support AEC can offer
has been incorporated, below.
SYSTEM CONSULTATION, PROJECT DEFINITION AND MANAGEMENT"
AEC's principal forte is the control of environmental, industrial, architectural,
aerodynamic and mechanical system noise/vibration. Our engineers utilize current,
state-of-art instrumentation and recorders (ANSI/ISO calibration standards) for problem
analysis and solution (compliance) certification. An integral part of our engineering
program is the concept of computerized predictive acoustic modeling, computational
fluid dynamics (CFD) for volume/mass flow analysis and computer aided design. AEC
computer models have been repeatedly tested and validated in scores of critical
systems including large scale aerospace structures, submarine applications and high
reliability telecommunication and data storage facilities.
Continued . . . . .
Statement of Qualifications
Aeroacoustic Engineering Consultants, LLC.
Page 2 of 3
These 3-dimensional computer models allow AEC to analyze hundreds of material
array's and/or subsystems, digitally synthesize their implementation and accurately
predict their performance. Thoughtful integration of computer aided analysis, design,
scheduling and manufacturing will provide a substantial reduction in project expenses.
SYSTEM DESIGN**
Engineering is supported by a design department consisting of senior designers and
draftsmen. Together, our aeroacoustic engineers and design group will generate
complete specifications, conceptual illustrations and/or 3-dimensional AutoCAD design
drawings to meet the acoustical, physical, thermodynamic and aerodynamic criteria.
Due to AEC's intimate knowledge of equipment manufacturing, clients can be assured
of practical designs which may be economically implemented.
ACOUSTIC TESTING, AERODYNAMICS/THERMODYNAMICS and VIBRATION
ANALYSIS for IN SITU and/or LABORATORY ENVIRONMENTS
AEC maintains strict calibration on a wide variety of aerodynamic analysis, sound
measuring, vibration and meteorological testing/monitoring instrumentation. These
portable systems are utilized in prototype testing, field analysis and in situ certification.
Portable, real-time frequency analyzer system can accommodate a microphone spread
more than 250 feet and datalog complete spectrum/intensities from 0.7 Hz to 22,400 Hz
at +/- 0.1 dB tolerance every 0.001 seconds. Dedicated computer system supports fast
Fourier transforms (FFT) / time correlation for acoustic and vibration measurement and
analysis. Forced vibration system provides empirical data on intrinsic impact/vibration
isolation capabilities of any building or structure. Aerodynamic tests are accomplished
in a computer controlled, open circuit, low-Mach wind tunnel for turbulent or laminar
flows. AEC's commitment to system analysis extends to the maintenance of a portable
Aerodynamic Diagnostics Laboratory, complete with flow visualization capabilities and
analytic instrumentation. The Aero Lab is an essential element in product and system
testing for compatibility with the clients' environmental requirements, CFD computer
model calibration/verification and long term system stability and reliability.
FABRICATION/INSTALLATION**
Supplementing AEC system engineering are manufacturing facilities skilled in the
fabrication of noise control products and systems. Computer controlled, resistance
welders are gimbaled for 3-axis mobility with temperature controlled, closed circuit,
cooling achieving repeatable weld quality. High performance panels and airfoil forms
are an amalgam of acoustical media in a proprietary, lamination process. Situated in
key geographic locations, manufactured aeroacoustic systems may be shipped quickly
to client's designated regional site.
Continued . . . . .
Statement of Qualifications
Aeroacoustic Engineering Consultants, LLC.
Page 3 of 3
From structural steel weldments to sheet metal fabrication to high performance complex
acoustical elements, AEC can provide a single source for all project requirements.
Staffed with skilled craftsmen, each facility can accommodate prototypes as well as
production runs. AEC also fields a staff of qualified, installation experts who assume
total installation responsibility or provide consultation to in-plant/site personnel. The
AEC Total Quality Management System meets or exceeds MIL-Q-9858 (as required).
From project engineering and/or conceptual designs through system manufacturing to
installation, AEC will provide any portion or supply a "turnkey responsibility."
For more detailed background information on AEC diagnostics, systems and
engineering services, visit the AEC web site at: www,aecnonoise.com. Also included
on the AEC web site is a "Gallery" of photographs of a few, select highlights from over
44-years of practice in the discipline of aeroacoustics, aerodynamics, noise control and
vibration/shock analysis.
As noted, AEC will also provide system analysis, consulting engineering,
acoustic/vibration testing and acoustical hardware for high noise and/or critical use
spaces in architectural buildings or structures. Existing buildings can be empirically
tested for acoustic and vibration containment capabilities and new structures
may be computer modeled to assure proposed construction will meet acoustic
and vibration criteria.
AEROACOUSTIC ENGINEERING CONSULTANTS, LLC.
8014 Olson Highway/#210
Minneapolis, Minnesota 55427-4712; United States of America
Telephone: 763-355-2030
Time Zone: -0600 UTC/GMT; Central (USA)
Web Site: www.aecnonoise.com
1972 - 2016:
OVER 44 YEARS OF
AEROACOUSTIC SOLUTIONS
file:AEC Stmnt Qualif Acoustic.doc
AEROACOUSTICS ENGINEERING CONSULTANTS, LLC.
8014 Olson Highway / #210
Minneapolis, Minnesota 55427-4712; United States of America
Time Zone: -0600 UTC/GMT; Central (USA)
Telephone: 763-355-2030
Web Site: www.aecnonoise.com
file:Cover Acoustic&Noise Guidelines.doc
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Time Zone: -0600 UTC/GMT; Central ;USA)
elephone: 763-355-2030
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Summary of One-Hour Acoustic Test Segments for Dakota Aggregates, LLC
Minnesota Residential 1-Hour Upper Limits per MN MPCA #Minn. R. 7030.0040:
Daytime (7:00-am to 10:00-pm): L10 :5 65-dBA; L50 :5 60-dBA
Nighttime (10:00-pm — 7:00-am): 1-105 55-dBA; L50 :5 50-dBA
Monday 02 November 2015 Acoustic Test Measurements @ TP-2 ( CR-42 /
150th
Street West, approximately 1200-yards East of Biscayne Avenue):
Nighttime (10:00-pm — 11:00-pm): 1-10 :5 65.5-dBA; L50 :5 55.6-dBA
Nighttime (11:00-pm — 12:01-am): 1-10 <_ 62.2-dBA; 1-50 <_ 52.3-dBA
Nighttime (12:01-am — 1:00-am): L10 S 56.9-dBA; L50 <_46.6-dBA
Nighttime (1:00-am — 2:00-am): L10 :5 56.7-dBA; L505 42.7-dBA
Note: Traffic noise dominated during 10:00-pm to 1:00-am segments.
Tuesday 03 November 2015 Acoustic Test Measurements @ TP-1 (CR-42 and
Biscayne Avenue,just South of CR-42 on Biscayne Avenue):
Nighttime (10:00-pm — 11:00-pm): L,0 !5 59.6-dBA; L50 :5 50.6-dBA
Nighttime (11:00-pm — 12:01-am): L10 <_ 57.3-dBA; L50 <_47.6-dBA
Nighttime (12:01-am — 1:00-am): 1-10 <_ 54.4-dBA; L50 <_41.1-dBA
Nighttime (1:00-am — 2:00-am): L10 :5 51.4-dBA; L50 :5 37 9-dBA
Dakota Aggregate work stop time (confirmed): 11:59-pm
Aggregate Industries (unconfirmed): 2:00-am
Aggregate Ind. located in S.W. quadrant of Biscayne &
160th,
Empire Township]
File: DAL JE9406 1-hr Summary.doc
AEROACOUSTICS ENGINEERING CONSU_TANTS 'LC:`
8014 Olson Highway / #210
Minneapolis, Minnesota 55427-4712; United :Mates of Amerid
Time Zone: -0500 UTC/GMT; Central (USA)
Telephone: 763-355-2030
Web Site: www.aecnonoise.com
file:Cover Eng Noise Mitigation Examples. doc
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8014 Olson Highway / #210
Minneapolis, Minnesota 55427-4712; United States of America
ne: -0£00 UTC/GMT; Central (USA)
Telephone: 763-355-2030
Web Site: www.aecnonoise.com
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From: Larry Hansen <larry.hansen@aecnonoise.com>
Sent: Thursday, December 3, 2015 2:40 PM
To: Stacey Hannover
Cc: Pat Mason
Subject:Dakota Aggregate 4 - Hour Community Noise Analysis H Dakota Aggregate P.O.#
551-1656 H AEC Job #JE01-9406
Attachments: DAL TP1 - 2200 to 2400.pdf; DAL TP1 - 2400 to 0200.pdf; DAL TP1 - 0200 to 0217.pdf,
DAL TP1 - Climatic Data.pdf; DAL TP2 - 2200 to 2400.pdf, DAL TP2 - 2400 to 0200.pdf;
DAL TP2 - 0200 to 0230.pdf; DAL TP2 - Climatic Data.pdf;Test Point Locations.pdf; Data-
Logging Parameters.pdf,TP1 03 Nov 2015.pdf,TP2 02 Nov 2015.pdf,
AEC-69900A-69903A.pdf
Gentlemen:
On Monday 02 and Tuesday 03 November 2015, Aeroacoustic Engineering Consultants LLC (AEC)
engineers commenced a "nighttime" 4-hour (plus) acoustic test on two (2) separate sites bordering
Dakota Aggregates LLC (DAL) North and West property lines. The test sequence was successfully
concluded at 0217-hours Wednesday 04 December 2015 with acoustic test data and climatic conditions
within protocol norms.
The acoustic monitoring locations were at nominal right angles from the intersection of Biscayne
Avenue and CR-42 (150th Street West) in Rosemount, MN. One site, Test Point-1 (TP-1) was located
just South of the intersection on Biscayne Avenue with the monitoring station (reference attached "TP1
03 Nov 2015") installed on DAL property near the Biscayne East curb (GPS locations furnished on
Test Point Locations" attachment). A second site, Test Point-2 (TP-2) was located a few hundred
yards East of the intersection on CR-42 (reference attached "TP2 03 Nov 2015') on DAL property near
the CR-42 South curb (GPS locations furnished on"Test Point Locations"attachment). All test locations
were off road, on DAL property near respective property lines, with high visibility traffic cones and amber
strobing warning beacon deployed. Each location was continuously staffed with an acoustic engineer
to note any unusual aberration in protocol, activity and/or weather during test duration.
The express purpose of acoustical testing was to monitor the defacto community ambient sound
pressure levels emanating from the DAL and neighboring quarry activity, develop a data base for future
optional) predictive computer simulations, establish a baseline test for future comparisons, identify
aero/electro-mechanical generated pure tones and develop an acoustic criteria for design of future
noise mitigating systems, as required.
Acoustic testing was continuous throughout each 4-hour test duration and extended beyond to obtain
ambient levels when all local quarry equipment was off. Vehicular activity on CR-42 for 02 November
2015 was considerably heavier than was experienced on 03 November 2015. Numerous acoustic
events (local acoustic excursions above 50-dBA) were observed to be the result of vehicular traffic
noise on CR-42 with a much lesser amount on Biscayne Avenue. All data is reported in nighttime hours
as defined by MNPCR Chapter 7030, paragraph 7030.0020) but divided by individual test segments
of 2200-hours to 2400-hours, 2400-hours to 0200-hours and additional shorter periods after 0200-hours
to establish a quiescent ambient, as noted in support documentation. The data acquisition system was
calibrated immediately before and after the test duration with no measurable drift indicated. Climatic
conditions for each test period was seasonably warm, clear and some late fog with no prohibitive local
1
weather (reference "DAL TP1-Climatic Data" & "DAL TP2-Climatic Data," attachment). These time
groupings were initially selected to accommodate staggered quarry stop times of 2400-hours for DAL
and 0200-hours for neighboring Aggregate Industries. All DAL stop times were verbally confirmed with
night supervisor; Aggregate Industries stop times were not confirmed.
SUMMARY
The data is provided in two-sets of two-hour test segments grouped in individual nighttime, time-
intensity integrated subdivisions. AEC post processing will permit isolating any one or grouping a
plurality of one-hour segments for customized analysis, as required. However, values of short term
segments will typically vary by only a few-dB (+/- x.y-dB) from the longer duration sample, depending
on acoustic events contained in selected segment(s). The LAeq (see "Data Format Discussion,"
following for term definitions) for the existing site acoustic ambient for each nighttime test period:
TP-1; 03 November 2015
2200-hours to 2400-hours: LAeq(2)=55.5-dBA, L50 =49.2-dBA, L10 =58.8-dBA; 2400-hours to 0200-
hours: LAeq(2) = 50.6-dBA, L50 = 39.7-dBA, L10 = 53.1-dBA; 0200-hours to 0217-hours: LAeq(o.25) _
48.9-dBA, L50 = 41.0-dBA, L10 = 51.0-dBA.
TP-2. 02 November 2015
2200-hours to 2400-hours: LAeq(2) = 60.7-dBA, L50 = 54.2-dBA, L10 = 64.1-dBA; 2400-hours to
0200-hours: LAeq(2) = 56.3-dBA, L50 = 44.8-dBA, L10 = 58.0-dBA; 0200-hours to 0230-hours:
LAeq(0.5) = 56.7-dBA, L50 = 41.2-dBA, L10 = 58.6-dBA.
OBSERVATIONS
01. Minnesota MNPCR Chapter 7030, Paragraph 7030.0040 states Noise Area Classification NAC-1
residential) nighttime land use to be a maximum: L50 of 50-dBA and L10 of 55-dBA.
2. With existing DAL quarry activity, traffic flow on CR-42 provides effective acoustic masking during
peak hours of heavy usage. During lighter traffic patterns, quarry activity is acoustically perceivable.
3. During quarry activity, some aero/electro-mechanical suspected pure tones were evidenced at or
near the 125-Hz third-octave (1/3-octave) frequency band within the acoustic spectrum present at
property lines.
DATA FORMAT DISCUSSION
Each of two (2) measured, contiguous 2-hour, acoustic segments at each designated test location "TP-
1 & TP-2" (is depicted on AEC "Page 1" and graphically presented and expanded in two (2) discrete
segments for"2200-hours to 2400-hours and 2400-hours to 0200-hours nighttime" time periods, plus a
third segment for varied length ambient test period. In nighttime graphics, "Page 1," the vertical green
lines located in the horizontal box along the top, identify acoustic events and will correlate with the
events tabulated in the Acoustic Events Tables starting on "Page 2," inclusive. The vertical purple
lines located in the horizontal box along the top, identify sound events and will correlate with the events
tabulated in the Acoustic Events Tables starting on "Page 2" (number of pages vary with quantity of
acoustic events) for nighttime, inclusive. An acoustic event may be defined as an instantaneous or
impact noise of short duration but a sound event is a sustained noise that has been recorded in a
computer"wav" file for reference and record.
In each "Page 1" graphic, the blue plot line descriptor, "LAeq" is the equivalent continuous level for the
duration of the measurement as defined by IEC 804. The green plot line descriptor, "LAFinax" is the
maximum, A-weighted, Fast-Scale level within the sample measurement. The red plot descriptor
2
LLpeak)" is the maximum A-weighted peak value detected during the measurement period. The black
plot descriptor, LAFMin" is the minimum, A-weighted, Fast-Scale level within the sample
measurement. The full graph length, vertical red line is the cursor and digitizes any point selected and
displays the values at the bottom of the graph. Periods of high and low acoustical activity are readily
apparent in each presentation. A sharp rise or thin line excursion is indicative of an impact type,
acoustical event.
The graphic on second-to-last page for nighttime, is an acoustic spectral summary for each test
measurement period. The blue descriptor "LLeq" is the continuous equivalent sound level, defined as
the single sound pressure level that, if constant over the stated measurement period, would contain the
same sound energy as the actual monitored sound that is fluctuating in level over the measurement
period. A 2-hour LLeq is formally presented as Leq(z). If measurable, the green and red vertical bar
segments represents the maximum and minimum acoustic level components, respectively, of the total
Leq(period). The red, full height, vertical cursor indicates the A-weighted, Fast Response Scale,
equivalent ambient sound pressure level and digitized associate descriptors, over each designated test
period.
The graphic on the last page for nighttime is a graphical presentation of the cumulative distribution of
the "LAeq" acoustic levels measured with cardinal fractile values tabulated in the upper right hand
corner. The "LAeq" descriptor represents acoustic levels measured on the A-weighted, Fast-
Scale. The red line graph indicates the statistical distribution of the daytime, nighttime and/or 2-hour
test acoustic levels. The red vertical cursor identifies the selected sound pressure level and digitizes
the pertinent data as a percent of the total measurement time. The tabulated fractile values (Ln) are
percentile levels, where "n" can be any number between 0 and 100 (noninclusive). The number
designated by "n" corresponds to the percentage of measurement time period by which the stated
sound level has been exceeded. For example, in a hypothetical case, the descriptor "15 = 68.4 dBL"
means that the acoustical levels exceeded 68.4 dBL over 5% of the time designated measurement
period (for this example of a duration of 24-hours, 72 total minutes out of 1,440 contiguous minutes of
testing).
All two (2) second, or more, sustained acoustical events exceeding preset criteria, for the duration of
each 2-hour test segment, are tabulated in the Events Table starting on "Pages 2"for nighttime. Picture
of the test area and associated test set-up may be found in the "DSCN3676" photograph attachment. A
sketch of the test site may be found in the "Test Point Locations" drawing attachment. Definition of
various acoustic descriptors may be found in the "Data-Logging Parameters" attachment.
Meteorological data for the specific test site location is included in the "Site Climatic Data 1-2 Dec 2014"
attachment. Local weather samples were data logged every five-minutes (5-minutes)for the entire test
duration. Wind speed and direction were measured at an elevation of eight (8) feet above grade to
ascertain impact on the acoustic microphone. Barometric pressure measurements have not been
normalized for altitude or local elevation. All references to compass direction is magnetic with no
declination corrections.
BACKGROUND
To assist in determining empirical acoustical emissions around the DAL quarry perimeter, two (2)
separate 4-hour sound monitoring tests were accomplished.
At each location, approximate curb-side
measuring position were selected at point nearest in proximity to two (2) intersecting DAL property
lines. Acoustic data was automatically logged for acontiguous 4-hour duration (plus time after quarry
shutdown) at the rate of one (1) complete spectrum every 60-seconds for each test segment duration.
3
When an acoustic event occurred that exceeded a preset criteria, the data acquisition system was
programed to log at an increased rate of one (1) each acoustic spectra per one (1) second (including
time and date) until the noise level retreated below criteria trigger level. Subsequently, for the duration
of a triggered acoustical event, the data acquisition system activated a precision, computer digitizer to
simultaneously log a high fidelity "wav" sound recording and time/date-file correlation for future
reference.
On the graphic plot"PAGE 1,"the green vertical lines (located in the horizontal bar near the top) identify
individual and grouped acoustic events. In the body of the graph, the function of color plots may be
selected from a score of acoustic descriptors which will conform to the pertinent noise regulation.
The attached events table, starting on Page 2, delineates a digital summary of all acoustic events
occurring during the nighttime 4-hour measurement period (LAeq, LAFinax & LAFmin) including
Marked," "Unmarked" and "Total' as well as "Duration." The "Time-Date" event entry correlates the
tabulated data directly to the graphic plot and "wav" recording of the actual sound that triggered the
event. As previously noted, acoustic descriptors for the table may be selected from scores of units but
are usually dictated by the language of the local environmental zoning law or regulation. At any point
in time, an acoustic "slice" may be called to display an entire spectrum for an "event" or regular
sampling. There is a plethora of logged data available for post processing studies.
It should be noted that the time of day cited in all graphics and tabular data was automatically logged,
within the electronic data gathering system, by an internal clock set to the Central Standard time zone
UTC -6.0) of the United States of America. No correction factor need be applied for Rosemount, MN
local time.
The acoustic data base herein presented may be utilized in a computer model of the acoustic
environment of a precise, geographical area around the subject site for prediction and control of
environmental noise. The AEC proprietary computer simulation program, Computer Acoustic
Simulation & Analysis (CASA), provides a 3-dimensional computer model to predict and assess the
acoustic impact from physical changes on area noise propagation, before the fact. A descriptive
specification (bulletin number AEC-69900A) on CASA has been included as an attachment to this
report.
Thank you for the opportunity to be of service. Please feel free to contact us with any questions or
concerns.
Regards,
Larry Hansen
Aeroacoustic Engineering Consultants, LLC
8014 Olson Memorial Highway/#210
Minneapolis, MN 55427-4712
United States of America
Direct Dial: 763-546-8565
Mobile: 612-220-7026
Main Office: 763-355-2030
Time Zone: -0600 UTC/GMT; Central Standard (USA)
E-mail:larry.hansen(a)aecnonoise.com
Web Site:www.aecnonoise.com
4
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Master Parameters: AEC Project#J01-9406 Date: 02 December 2015
Prepared For: Dakota Aggregates LLC, Cntr. Pt. Blvd./Ste. 300, Mendota Heights, MN 55120
Page: 1 of 3
MAJOR ACOUSTIC DATA-LOGGING PARAMETERS
1.1 What is Measured and Recorded
1.1.1 Introduction
In this specification, instantaneous values for parameters marked:
are replaced by a new one every second.
are replaced by a new one every three seconds.
are replaced by a new one every five seconds.
All others are currently valid for the time elapsed since the measurement
start.
1.1.2 Discrete Parameters During a Measurement
The following is a list of broad-band discrete parameters measured by
the analyzer. The X and Y refer respectively to frequency weightings
A, C or L) and time weightings (S, F or 1).
Elapsed time:
Time elapsed since start of measurement.
x Peaks:
Number of peak levels(separated by 1 s or more)exceed
a user-defined value during a measurement.
Lxpk (MaxP.):
Maximum Peak value detected during the measurement.
Lxpk (Peak)*: ($)
Peak value.
LxY (SPL)*: (#)
Maximum value of RMS level in 1-second interval as
defined by IEC 651.
Continued . . . . .)
Replaced 15 times per second when displayed graphically
Master Parameters:AEC Project#J01-9406 Date: 02 December 2015
Prepared For: Dakota Aggregates LLC, Cntr. Pt. Blvd./Ste. 300, Mendota Heights, MN 5512
Page: 2 of 3
LxY (Inst.)*: ($)
Last sampled instantaneous value of RMS level as
defined by IEC 651 and JIS C1505.
LXYT3: (#)
3-second Taktmaximal value as defined by TA Larm and
VDI 2058.
LXYT5: (#)
5-second Taktmaximal value as defined by TA Larm and
VDI 2058.
LAE(AS EL):
A-weighted sound exposure level for the duration of the
measurement as defined by IEC 804.
Lxeq:
Equivalent continuous level for the duration of the
measurement as defined by IEC 804.
LXIm:
Equivalent continuous impulse for the duration of the
measurement as defined by IEC 804, Appendix B.
LXeq- LAeq:
Can be used as a measure of low-frequency spectral
content if X = C.
LAIm-Laeq:
Can be used as a measure of impulsive content.
LXYTm3:
Average 3-second Taktmaximal value for the duration of
the measurement as defined by TA Larm and VDI 2058.
LXYTm5:
Average 5-second Taktmaximal value for the duration of
the measurement as defined by TA Larm and VDI 2058.
Continued . . . . .)
Replaced 15 times per second when displayed graphically
Master Parameters:AEC Project#JO1-9406 Date: 02 December 2015
Prepared For: Dakota Aggregates LLC, Cntr. Pt. Blvd./Ste. 300, Mendota Heights, MN 5512
Page: 3 of 3
LXY Max:
Maximum LXY value detected within the elapsed time.
LXYN 1
User-defined percentilelevel where the value of LXYN1 isdenedpece
exceeded for N1% of the elapsed time (N = 0 to 100%).
LXYN2:
User-defined percentile level where the value of LXYN2 is
exceeded for N2% of the elapsed time (N = 0 to 100%).
LXYN3:
User-defined percentile level where the value of LXYN3 is
exceeded for N3% of the elapsed time (N = 0 to 100%).
LXYN4:
User defined percentile level where the value of LXYN4 is
exceeded for N4% of the elapsed time (N = 0 to 100%).
LXYN5:
User-defined percentile level where the value of LXYN5 is
exceeded for N5% of the elapsed time (N = 0 to 100%).
LXY Min:
Minimum LXY value detected within the elapsed time.
LAEP,d:
Daily A-weighted Personal Noise Exposure Level as
defined by EEC 88/186. This is the 8 hour noise dose of
a constant A-weighted sound level which lasts for a
period of time Te but is measured only over a time T.
Above are just a few of the most frequently specified acoustic descriptors used in
national and international regulations. There are scores of additional descriptors not
listed but available to comply with all international standards or for customized analysis.
END OF SPECIFICATION -
AEROACOUSTIC ENGINEERING CONSULTANTS, LLC
8014 Olson Highway, #210
Minneapolis, MN 55427-4712
Telephone: (763) 355-2030; Web Site: www.aecnonoise.com
File:Data-Logging Parameters.wpd
ENVIRONMENTAL
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BO 4 OLSON MEMORIAL HIGHWAY / s#210 MINNEAPOLIS, MN 55437-471 2
UNITED STATES OF AMERICA
PHONE: 763-355-2030, FAX: 763-544-1149
AEC-69900A
COMPUTER ACOUSTIC SIMULATION & ANALYSIS (CASA)
O Creating noise maps based on prediction using real data
and/or projected
O Identifying of prominent noise sources
O Proposing and showing the effect of noise reduction
solutions prior to implementation
O Ranking noise sources by SPL
Monitoring and controlling the noise environment of a
geographical area
O Industry can ensure compliance with environmental
legislation
Figure 1 O Identify and provide solutions to noise problemsAcousticData&Precise GPS Location Acquisition
Basic Concept:
CASA is used to make an electronic model of the acoustic environment
of a geographical area, for the prediction and control of outdoor noise.
CASA software improves upon traditional calculation techniques, by
allowing easy change and re-calculation of the mathematical model,
giving the client the chance to compare a number of different scenarios.
Noise level prediction is a widely used tool for predicting the noise impact
of changes in the noise environment, such as land development,
changes to machinery or building use. This technique is also used to
plan or design environments, where noise management is necessary. In
complex environments, it can be difficult with traditional techniques to
see exactly how much each noise source contributes to the overall noise
picture. CASA can do this by ranking the individual noise sources to
clearly show the importance of each source. The effect of noise
Figure 2 reduction can also be studied by introducing a reduction to the emissionAcousticTestData For Calibration of
CASA Model groupsofasource (or g p s of sources)' CASA makes available immediate
what if' results, for example, "what if all exhaust ventilators are reduced
by 6 dB?" Moreover, color-coded sound pressure contours (see front)
visualize the situation in an easy to understand way. Quite often with
traditional measurements, it is not possible to accurately measure the
noise emission from a single factory or road due to the existence of other
noise sources which cannot be shut off, for example a neighboring
Y factory. In such cases, sound power levels can be measured and the
results assigned to a factory group created in the CASA model. CASA
then takes account of the contribution from the various noise sources,
and is able to "switch off' specific sources allowing easy identification
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and isolation of a noise source, and indications of potential noise
problems.
The result of calculations can be shown as a suite of result tables (see
Figure 3 Figure 3) and/or as graphical presentations (see front). CASA can
Typical Results Tables Generated By CASA quickly verify that the model represents reality and identify noise
problems, by comparing predicted values to legal limits.
AEROACOUSTIC ENGINEERING CONSULTANTS, LLC
01 4 OLSON MEMORIAL HIGHWAY / #21 0 MINNEAPOLIS, MN 55427-471 2
PHONE: 763-355-2030, FAx: 763-544-1149
WEBSITE: WWW.AEONONOISE.COM
AEC-69903A
Let a qualified AEC engineer assist you to establish an effective protocol and implementation
schedule. Let our 30 years of experience with NOISE make your job easier.
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Dakota Aggregates TP2
10pm to 12am in Calculations
M Event Sound
dB
100
I I I I I I I i I
90
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70 fyrq, u
60
50
I I I I I f I I I
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40---
30---
10:00:00
0
10:00:00 PM 10:20:00 PM 10:40:00 PM 11:00:00 PM 11:20:00 PM 11:40:00 PM 12:00:00 AM
LAeq LAFinax LLpeak LAFmin
Cursor: 11/02/2015 10:47:50 PM - 10:47:51 PM LAeq=78.5 dB LAFinax=79.5 dB LLpeak=100.0 dB LAFmin=77.1 dB
1
Dakota Aggregates TP2
10pm to 12am in Calculations
Name Start Elapsed Overload LAeq LAFinax LAFmin
time time dBj fdBld6
Total 11/02/2015 10:00:00 PM 2:00:11 0.0 60.7 79.5 37.9
Unmarked 11/02/2015 10: 14:40 PM 0:38:09 0.0 49.4 61.0 37.9
All) Event 11/02/2015 10:00:00 PM 1:22:02 0.0 62.2 79.5 44.4
All Sound 11/02/2015 10: 15:22 PM 0:21:37 0.0 62.3 78.3 44.4
Event 11/02/2015 10:00:00 PM 0:14:40 0. 0 62.8 77.3 48.3
Event 11/02/2015 10:15:22 PM 0:01:04 0.0 60.8 72.9 48.7
Event 11/02/2015 10:17:03 PM 0:02:19 0.0 63.2 77.8 48.7
Event 11/02/2015 10: 19:43 PM 0:07:11 0.01 64.3 76.3 47.7
Event 11/02/2015 10:27:41 PM 0:00:17 0.0 56.8 64.1 47.2
Event 11/02/2015 10:28:05 PM 0:01:52 0.0 61.4 74.6 47.7
Event 11/02/2015 10:30:17 PM 0:00:29 0.0 58.0 65.6 46.7
Event 11/02/2015 10:31:47 PM 0:06:27 0.0 63.1 77.0 47.6
Event 1 11/02/2015 10:38:44 PM 0:02:42 0.0 64.8 76.4 49.0
Event 11/02/2015 10:42:08 PM 0:06:59 0.0 61.51 79.5 48.5
Event 11/02/2015 10:50:00 PM 0:00:54 0.0 55.8 67.0 48.2
Event 11/02/2015 10:51:53 PM 0:00:35 0.0 59.2 68.7 47.8
Event 11/02/2015 10:53:48 PM 0:00:17 0.0 58.0 65.3 46.9
Event 11/02/2015 10:54:38 PM 0:01:37 0.0 64.9 77.3 48.6
Event 11/02/2015 10:56:53 PM 0:00:17 0.0 57.9 67.2 48.2
Event 11/02/2015 10:58:06 PM 0:00:13 0.01 58.6 66.2 47.7
Event 11/02/2015 10:59:30 PM 0:00:23 0.0 59.0 67.7 47.5
Event 11/02/2015 11:00:15 PM 0:01:14 0.0 60.9 70.9 48.8
Event 11/02/2015 11:02:20 PM 06-03:01 0.0 61.3 73.3 48.8
Event 11/02/2015 11:05:46 PM 0:00:55 0.0 60.2 68.3 47.7
Event 11/02/2015 11:07:43 PM 0:00:37 0.0 58.3 67.1 48.2
Event 11/02/2015 11:09:00 PM 0:01:15 0.0 60.9 74.2 48.5
Event 11/02/2015 11:10:44 PM 0:00:49 0. 0 63.1 71.6 47.8
Event 11/02/2015 11:12:09 PM 0:00:29 0.0 54.8 64.3 46.6
Event 1 11/02/2015 11:13:09 PM 0:01:55 0.0 59.8 71.9 47.9
Event 11/02/2015 11:16:50 PM 0:00:52 0.0 60.3 72.3 48.2
Event 11/02/2015 11:18:01 PM 0:00:55 0.0 61.9 70.6 48.6
Event 11/02/2015 11:19:32 PM 0:01:351 0.0 61.0 72.0 48.7
Event 11/02/2015 11:21:30 PM 0:04:35 0.0 61.3 74.2 48.7
2
Dakota Aggregates TP2
10pm to 12am in Calculations
Name Start Elapsed Overload LAeq LAFinax LAFmin
time time dB d6 dB
Event 11/02/2015 11:26:29 PM 0:00:44 0.0 61.5 71.9 48.3
Event 11/02/2015 11:27:44 PM 0:02:56 0.0 62.8 77.3 48.3
Event 11/02/2015 11:31:33 PM 0:00:24 0.0 60.6 71.1 48.6
Event 11/02/2015 11:32:39 PM 0:00:16 0.0 57.7 66.2 48.1
Event 11/02/2015 11:33:36 PM 0:00:26 0.0 60.6 69.5 47.5
Event 11/02/2015 11:36:30 PM 0:00:24 0.0 58.2 65.2 46.6
Event 11/02/2015 11:38:22 PM 0:00:46 0.0 64.8 78.3 48.9
Event 11/02/2015 11:39:32 PM 0:01:13 0.0 59.1 70.7 46.3
Event 11/02/2015 11:41:04 PM 0:00:43 0.0 62.0 73.8 47.9
Event 11/02/2015 11:43:13 PM 0:00:53 0.0 59.9 71.3 46.7
Event 11/02/2015 11:45:11 PM 0:00:13 0.0 60.1 67.7 44.4
Event 11/02/2015 11:45:46 PM 0:00:10 0.0 57.7 64.6 47.8
Event 11/02/2015 11:46:05 PM 0:00:18 0.0 58.4 66.3 46.4
Event 11/02/2015 11:46:53 PM 0:00:14 0.01 59.0 66.4 45.8
Event 11/02/2015 11:47:20 PM 0:00:18 0.0 56.3 63.0 46.0
Event 11/02/2015 11:48:30 PM 0:01:16 0.0 61.1 72.1 47.8
Event 11/02/2015 11:51:03 PM 0:00:22 0.0 58.9 68.8 47.1
Event 11/02/2015 11:52:30 PM 0:01:52 0.0 60.1 74.7 46.9
Event 11/02/2015 11:54:45 PM 0:00:25 0.0 59.3 69.0 48.0
Event 11/02/2015 11:55:32 PM 0:00:25 0.0 63.5 72.8 47.4
Event 11/02/2015 11:57:04 PM 0:00:59 0.0 59.3 70.6 47.2
Event 11/02/2015 11:58:52 PM 0:00:17 0.0 61.3 69.9 45.2
Sound 11/02/2015 10:15:22 PM 0:00:30 0.0 60.0 67.6 51.0
Sound 11/02/2015 10: 17:03 PM 0:00:30 0.0 67.9 77.8 51.9
Sound 11/02/2015 10:19:43 PM 0:00:30 0. 0 68.4 76.0 53.5
Sound 11/02/201510:27:41 PM 0:00:17 0. 0 56.8 64.1 47.2
Sound 11/02/2015 10:28:05 PM 0:00:30 0.0 58.6 67.2 50.5
Sound 11/02/2015 10:30:17 PM 0:00:29 0.0 58.0 65.6 46.7
Sound 11/02/2015 10:31:47 PM 0:00:30 0.0 57.4 67.2 49.7
Sound 11/02/2015 10:38:44 PM 0:00:30 0.0 66.41 74.9 53.4
Sound 11/02/2015 10:42:08 PM 0:00:30 0.0 59.1 68.8 50.8
Sound 11/02/2015 10:50:00 PM 0:00:30 0.0 57.7 67.0 51.4
Sound 11/02/2015 10:51:53 PM 0:00:30 0.0 59.8 68.7 49.4
Sound 11/02/2015 10:53:48 PM 0:00:17 0.0 58.0 65.3 46.9
Sound 11/02/2015 10:54:38 PM 1 0:00:30 0.01 66.2 1 77.3 52.8
3
I
Dakota Aggregates TP2
10pm to 12am in Calculations
Name Start Elapsed Overload LAeq LAFinax LAFmin
time time- 1% 1
fdBId6 d6
Sound 11/02/2015 10:56:53 PM 0:00:17 0.0 57.9 67.2 48.2
Sound 11/02/2015 10:58:06 PM 0:00:13 0.0 58.6 66.2 47.7
Sound 11/02/2015 10:59:30 PM 0:00:23 0.0 59.0 67.7 47.5
Sound 11/02/2015 11:00:15 PM 0:00:30 0.0 61.0 70.9 50.4
Sound 11/02/2015 11:02:20 PM 0:00:30 0.0 60.1 66.4 52.7
Sound 11/02/2015 11:05:46 PM 0:00:30 0.0 59.4 67.6 51. 5
Sound 11/02/2015 11:07:43 PM 0:00:30 0.0 59.1 67.1 49.9
Sound 11/02/2015 11:09:00 PM 0:00:30 0.0 56.31 65.3 48.9
Sound 11/02/2015 11:10:44 PM 0:00:30 0.0 64.9 71.6 54.1
Sound 11/02/2015 11:12:09 PM 0:00:29 0.0 54.8 64.3 46.6
Sound 11/02/2015 11:13:09 PM 0:00:30 0.0 62.3 71.9 53.1
Sound 11/02/2015 11:16:50 PM 0:00:30 0.0 62.3 72.3 51. 5
Sound 11/02/2015 11:18:01 PM 0:00:30 0.0 62.3 1 70.6 53.4
Sound 11/02/2015 11:19:32 PM 0:00:30 0.0 64.1 72.0 52.6
Sound 11/02/2015 11:21:30 PM 0:00:30 0.0 59.5 69.1 52.0
Sound 11/02/2015 11:26:29 PM 0:00:30 0.0 63.0 71.9 52.5
Sound 11/02/2015 11:27:44 PM 0:00:30 0. 0 66.2 74.8 52.4
Sound 11/02/2015 11:31:33 PM 0:00:24 0.0 60.6 71.1 48.6
Sound 11/02/2015 11:32:39 PM 0:00:16 0.0 57.7 66.2 48.1
Sound 11/02/2015 11:33:36 PM 0:00:26 0.0 60.6 69.5 47.5
Sound 11/02/2015 11:36:30 PM 0:00:24 0.0 58.2 65.2 46.6
Sound 11/02/2015 11:38:22 PM 0:00:30 0.0 66.6 78.3 50.7
Sound 11/02/2015 11:39:32 PM 0:00:30 0.0 56.4 63.4 50.5
Sound 11/02/2015 11:41:04 PM 0:00:30 0.0 63.4 73.8 52.0
Sound 1 11/02/2015 11:43:13 PM 0:00:30 0.0 61.8 71.3 48.9
Sound 11/02/2015 11:45:11 PM 0:00:13 0.0 60.1 67.7 44.4
Sound 11/02/2015 11:45:46 PM 0:00:10 0. 0 57.7 64.6 47.8
Sound 11/02/2015 11:46:05 PM 0:00:18 0.0 58.4 66.3 46.4
Sound 11/02/2015 11:46:53 PM 0:00:14 0.0 59.01 66.4 45.8
Sound 11/02/2015 11:47:20 PM 0:00:18 0.0 56.3 63.0 46.0
Sound 11/02/2015 11:48:30 PM 0:00:30 0.0 62.5 72.1 49.7
Sound 11/02/2015 11:51:03 PM 0:00:22 0.0 58.9 68.8 47.1
Sound 11/02/2015 11:52:30 PM 0:00:30 0.0 63.8 74.7 53.7
Sound 11/02/2015 11:54:45 PM 0:00:25 0.0 59.3 69.0 48.0
Sound 11/02/2015 11:55:32 PM 0:00:25 0.0 63.5 72.8 47.4
4
0
Dakota Aggregates TP2
10pm to 12am in Calculations
Name Start Elapsed Overload LAeq LAFinax
N45..
i
time time dB dB
Sound 11/02/2015 11:57:04 PM 0:00:30 0.0 61.0 70.6
Sound 11/02/2015 11:58:52 PM 0:00:17 0.0 61.3 69.9
5
Dakota Aggregates TP2
10pm to 12am in Calculations
dB 11/02/2015 10:00:00 PM - 12:00:11 AM Total
100-
90-
80 -
70-
6 0
0090
80
70
60
50
40
30
20 -
10
6.30 16 31.50 63 125 250 500 1000 2000 4000 8000 16000 A L Hz
LLeq
Cursor: (A) Leq=60.7 dB
6
Dakota Aggregates TP2
10pm to 12am in Calculations
Based on LAeq, 1s Class width: 1.0 dB 11/02/2015 10:00:00 PM - 12:00:11 AM Total
100 L1 = 72.2 dB
L5 = 66.9 dB
90 i - - -i- - - - - - - L10 = 64.1 dB
L50 = 54.2 dB
80- L90 = 46.6 dB
L95 = 43.9 dB
L99 = 40.3 dB
70 r - rt - - - -i - -- - - - - - r - - - -i - -
60 -
50
i - - - - - - - -- - i- - -
40
30
20
10-
0
0
1
20 30 40 50 60 70 80 90 100 dB
Level Cumulative
Cursor: [50.0 ; 51.0[ dB Level: 6.3% Cumulative: 75.1%
Dakota Aggregates TP2
12am to 2am in Calculations
E Event Sound
dB
100
I I I I i I I 1 I I
f I I I I I I I I i
90 I - - - - - - i- -
80-
70
0
70 i1 1
a
i
60-
50
0-
50
i
40
I I I I I I I I I I I
12:00:00 AM 12:20:00 AM 12:40:00 AM 01:00:00 AM 01:20:00 AM 01:40:00 AM 02:00:00 AM
LAeq LAFinax LLpeak LAFmin
Cursor: 11/03/2015 12:58:31 AM - 12:58:32 AM LAeq=81.1 dB LAFinax=82.2 dB LLpeak=96.6 dB LAFmin=79.2 dB
1
Dakota Aggregates TP2
12am to 2am in Calculations
Name Start Elapsed Overload LAeq LAFinax LAFmin
time time dBj [dBI fdBI
Total 11/03/2015 12:00:00 AM 2:00:09 0.0 56.3 82.2 28.7
Unmarked 11/03/2015 12:00:00 AM 1:26:51 0.0 45.2 59.3 28.7
All Event 11/03/2015 12:00:32 AM 0:33:18 0.0 61.61 82.2 43.6
All Sound 1 11/03/2015 12:00:32 AM 0:24:23 0.0 62.1 80.1 43.6
Event 11/03/2015 12:00:32 AM 0:00:44 0.0 62.2 74.4 47.7
Event 11/03/2015 12:01:52 AM 0:00:17 0.0 59.0 67.5 46.0
Event 11/03/2015 12:02:51 AM 0:00:24 0.0 60.1 69.6 47.2
Event 11/03/2015 12:03:32 AM 0:00:41 0.0 63.01 73.8 47.6
Event 1 11/03/2015 12:06:55 AM 0:00:33 0.0 57.6 68.1 47.3
Event 11/03/2015 12:07:31 AM 0:00:19 0.0 60.9 70.3 47.6
Event 11/03/2015 12:09:20 AM 0:00:24 0.0 62.3 69.1 46.6
Event 11/03/2015 12: 10:52 AM 0:00:57 0.0 60.5 74.2 47.8
Event 11/03/2015 12:12:04 AM 0:01:18 0.0 61.2 72.5 44.8
Event 11/03/2015 12:14:08 AM 0:00:23 0.0 60.9 72.1 47.7
Event 1 11/03/2015 12: 14:39 AM 0:00:50 0.0 62.91 70.4 48.6
Event 11/03/2015 12:16: 12 AM 0:00:16 0.0 60.6 67.7 47.2
Event 11/03/2015 12:16:40 AM 0:00:12 0.0 60.7 67.7 45.6
Event 11/03/2015 12:18:24 AM 0:00:14 0.0 59.8 67.6 45.8
Event 11/03/2015 12:19:21 AM 0:00:15 0.0 63.0 72.1 47.1
Event 11/03/2015 12:20:17 AM 0:01:52 0.0 62.4 75.0 47.0
Event 11/03/2015 12:23:08 AM 0:00:20 0.0 59.5 67.7 48.3
Event 11/03/2015 12:23:36 AM 0:00:14 0.0 59.5 67.2 45.5
Event 11/03/2015 12:24:29 AM 0:00:12 0.0 59.8 68.4 47.7
Event 11/03/2015 12:25:08 AM 0:00:51 0.0 61. 4 71.1 47.7
Event 11/03/2015 12:26:04 AM 0:00:12 0.0 57.5 64.2 47.0
Event 11/03/2015 12:27:10 AM 0:00:10 0.0 55.1 58.8 47.1
Event 11/03/2015 12:27:26 AM 0:00:14 0.0 60.9 69.4 45.7
Event 11/03/2015 12:27:47 AM 0:00:11 0.0 58.5 65.9 47.2
Event 11/03/2015 12:28:59 AM 0:01:35 0.0 60.8 73.1 47.0
Event 1 11/03/2015 12:31:05 AM 0:00:36 1 0.01 58.8 69.9 48.6
Event 11/03/2015 12:31:46 AM 0:00:58 0.0 60.81 73.7 46.8
Event 11/03/2015 12:37:59 AM 0:00:13 0.0 58.0 1 64.9 43.6
Event 11/03/2015 12:39:20 AM 0:00:10 0.0 55.01 61.4 1 46.4
2
JAZZ Dakota Aggregates TP2
12am to tam in Calculations
Name Start Elapsed Overload LAeq LAFinax LAFmin
time time d6 d6 d6
Event 11/03/2015 12:40:27 AM 0:00:20 0.0 62.0 71.4 46.4
Event 11/03/2015 12:42:16 AM 0:00:19 0.0 61.5 70.5 46.2
Event 11/03/2015 12:44:42 AM 0:00:37 0.0 60.9 72.0 48.7
Event 11/03/2015 12:45:54 AM 0:00:29 0.0 57.8 67.0 44.1
Event 1 11/03/2015 12:46:57 AM 0:00:16 0.0 61.6 71.1 46.1
Event 11/03/2015 12:51:51 AM 0:00:49 0.0 61.6 70.6 48.9
Event 11/03/2015 12:53:46 AM 0:00:25 0.0 60.0 69.2 47.7
Event 11/03/2015 12:58:01 AM 0:01:05 0. 0 66.8 82.2 46.1
Event 11/03/2015 01:04:01 AM 0:00:16 0.01 60.1 67.3 47.7
Event 11/03/2015 01:05:05 AM 0:00:31 0.0 62.8 73.9 48.7
Event 11/03/2015 01:07:13 AM 0:00:28 0.0 65.0 76.4 47.8
Event 11/03/2015 01:07:51 AM 0:00:57 0.0 61.3 69.0 46.3
Event 11/03/2015 01:10:24 AM 0:00:41 0.0 59.1 69.3 46.9
Event 11/03/2015 01:11:11 AM 0:00:25 0.0 61.4 70.7 45.3
Event 11/03/2015 01:15:00 AM 0:00:20 0.0 64.4 73.9 44.2
Event 11/03/2015 01:16:22 AM 0:00:27 0. 0 60.9 69.8 48.6
Event 11/03/2015 01:17:20 AM 0:00:26 0.0 60.1 69.3 48.3
Event 11/03/2015 01:19:09 AM 0:00:13 0.0 59.9 68.5 46.2
Event 11/03/2015 01:21:52 AM 0:00:16 0.0 59.3 66.9 46.8
Event 11/03/2015 01:22:52 AM 0:00:33 0.0 60.5 70.5 46.2
Event 11/03/2015 01:24:33 AM 0:00:24 0.0 62.1 71.9 45.7
Event 11/03/2015 01:26:36 AM 0:00:25 0.0 61.4 70.9 46.1
Event 11/03/2015 01:33:12 AM 0:00:18 0.0 58.0 65.3 46.8
Event 11/03/2015 01:33:32 AM 0:00:46 0.0 65.7 79.7 44.9
Event 11/03/2015 01:36:58 AM 0:01:27 0.0 62.1 1 74.6 47.6
Event 11/03/2015 01:39:40 AM 0:00:12 0.0 59.5 67.6 44.6
Event 11/03/2015 01:40:54 AM 0:00:08 0.0 53.9 57.6 46.6
Event 11/03/2015 01: 41:07 AM 0:00:13 0.0 59.2 65.7 45.5
Event 11/03/2015 01: 41:55 AM 0:00:11 0.0 58.8 65.9 46.8
Event 11/03/2015 01:44:36 AM 0:00:20 0.0 60.9 1 70.2 45.7
Event 11/03/2015 01:45:32 AM 0:00:11 0. 0 57.6 63.5 44.8
Event 1 11/03/2015 01:46:21 AM 0:00:54 0.0 60.0 71.7 47.9
Event 11/03/2015 01:47:25 AM 0:00:30 0.0 59.7 71.4 45.9
Event 11/03/2015 01:52:33 AM 0:00:40 0.0 59.9 69.9 46.5
Event 111/03/2015 01:55:00 AM 1 0:00:21 1 0. 0 59.8 69.7 47.1
3
Dakota Aggregates TP2
12am to 2am in Calculations
Name Start Elapsed Overload LAeq LAFinax LAFmin
time time dBj [dBj fdBI
Event 11/03/2015 01:57:02 AM 0:00:23 0.0 62.0 71.2 46.2
Event 11/03/2015 01:58:44 AM 0:00:27 0.0 60.8 70.4 45.9
Sound 11/03/2015 12:00:32 AM 0:00:30 0.0 63.3 74.4 52.1
Sound 11/03/2015 12:01:52 AM 0:00:17 0.0 59.01 67.5 46.0
Sound 11/03/2015 12:02:51 AM 0:00:24 0.0 60.1 69.6 47.2
Sound 11/03/2015 12:03:32 AM 0:00:30 0.0 64.2 73.8 50.4
Sound 11/03/2015 12:06:55 AM 0:00:30 0.0 58.0 68.1 49.0
Sound 11/03/2015 12:07:31 AM 0:00:19 0.0 60.9 70.3 47.6
Sound 11/03/2015 12:09:20 AM 0:00:24 0.0 62.3 69.1 46.6
Sound 11/03/2015 12:10:52 AM 0:00:30 0.0 62.5 74.2 49.4
Sound 11/03/2015 12: 12:04 AM 0:00:30 0. 0 59.5 67.5 53.0
Sound 11/03/2015 12:14:08 AM 0:00:23 0.0 60.9 72.1 47.7
Sound 11/03/2015 12:14:39 AM 0:00:30 0.0 64.8 70.4 53.1
Sound 11/03/2015 12:16:12 AM 0:00:16 0.0 60.6 67.7 47.2
Sound 11/03/2015 12:16:40 AM 0:00:12 0.01 60.7 67.7 45.6
Sound 11/03/2015 12:18:24 AM 0:00:14 0.0 59.8 67.6 45.8
Sound 11/03/2015 12: 19:21 AM 0:00:15 0.0 63.0 72.1 47.1
Sound 11/03/2015 12:20:17 AM 0:00:30 0.0 64.9 75.0 49.9
Sound 11/03/2015 12:23:08 AM 0:00:20 0.0 59.5 67.7 48.3
Sound 11/03/2015 12:23:36 AM 0:00:14 0.0 59.5 67.2 45.5
Sound 11/03/2015 12:24:29 AM 0:00:12 0.0 59.8 68.4 47.7
Sound 11/03/2015 12:25:08 AM 0:00:30 0.0 62.1 71.1 51.3
Sound 11/03/2015 12:26:04 AM 0:00:12 0.0 57.5 64.2 47.0
Sound 11/03/2015 12:27:10 AM 0:00:10 0.0 55.1 58.8 47.1
Sound 11/03/2015 12:27:26 AM 0:00:14 0.0 60.91 69.4 45.7
Sound 11/03/2015 12:27:47 AM 0:00:11 0.0 58.5 65.9 47.2
Sound 11/03/2015 12:28:59 AM 0:00:30 0.0 63.7 73.1 47.7
Sound 11/03/2015 12:31:05 AM 0:00:30 0.0 59.5 69.9 49.6
Sound 11/03/2015 12:31:46 AM 0:00:30 0.0 63.2 73.7 49.8
Sound 11/03/2015 12:37:59 AM 0:00:13 0.0 58.0 64.9 43.6
Sound 11/03/2015 12:39:20 AM 0:00:10 0.01 55.0 61.4 46.4
Sound 11/03/2015 12:40:27 AM 0:00:20 0.0 62.0 71.4 46.4
Sound 11/03/2015 12:42:16 AM 0:00:19 0.0 61.5 70.5 46.2
Sound 11/03/2015 12:44:42 AM 0:00:30 0.0 61.7 72.0 50.6
Sound 11/03/2015 12:45:54 AM 0:00:29 0.0 57.8 67.0 44.1
4
Dakota Aggregates TP2
12am to 2am in Calculations
Name Start Elapsed Overload LAeq LAFinax LAFmin
time time IN d6j [dBj fdBI
Sound 11/03/2015 12:46:57 AM 0:00:16 0.0 61.6 71.1 46.1
Sound 11/03/2015 12:51:51 AM 0:00:30 0.0 62.9 70.6 51.5
Sound 11/03/2015 12:53:46 AM 0:00:25 0.0 60.0 69.2 47.7
Sound 11/03/2015 12:58:01 AM 0:00:30 0.0 66.8 1 80.1 52.0
Sound 11/03/2015 01:04:01 AM 0:00:16 0.0 60.1 67.3 47.7
Sound 11/03/2015 01:05:05 AM 0:00:30 0.0 62.9 73.9 48.7
Sound 11/03/2015 01:07:13 AM 0:00:28 0.0 65.0 76.4 47.8
Sound 11/03/2015 01:07:51 AM 0:00:30 0.0 62.2 69.0 54.6
Sound 11/03/2015 01:10:24 AM 0:00:30 0.0 60.4 69.3 48.8
Sound 11/03/2015 01:11:11 AM 0:00:25 0.0 61.4 1 70.7 45.3
Sound 11/03/2015 01:15:00 AM 0:00:20 0.0 64.4 73.9 44.2
Sound 11/03/2015 01:16:22 AM 0:00:27 0.0 60.9 69.8 48.6
Sound 11/03/2015 01:17:20 AM 0:00:26 0.0 60.1 69.3 48.3
Sound 11/03/2015 01:19:09 AM 0:00:13 0.0 59.9 68.5 46.2
Sound 11/03/2015 01:21:52 AM 0:00:16 0.0 59.3 66.9 46.8
Sound 11/03/2015 01:22:52 AM 0:00:30 0.0 60.9 70.5 48.1
Sound 11/03/2015 01:24:33 AM 0:00.24 0.0 62.1 71.9 45.7
Sound 11/03/2015 01:26:36 AM 0:00:25 0.0 61.4 70.9 46.1
Sound 11/03/2015 01:33:12 AM 0:00:18 0.0 58.0 65.3 46.8
Sound 11/03/2015 01:33:32 AM 0:00:30 0.0 67.5 79.7 47.9
Sound 11/03/2015 01:36:58 AM 0:00:30 0.0 65.1 74.6 49.3
Sound 11/03/2015 01:39:40 AM 0:00:12 0.0 59.51 67.6 44.6
Sound 11/03/2015 01:40:54 AM 0:00:08 0.0 53.9 57.6 46.6
Sound 11/03/2015 01: 41:07 AM 0:00:13 0.0 59.2 65.7 45.5
Sound 11/03/2015 01:41:55 AM 0:00:11 0.0 58.8 65.9 46.8
Sound 11/03/2015 01:44:36 AM 0:00:20 0.0 60.9 70.2 45.7
Sound 11/03/2015 01:45:32 AM 0:00:11 0.01 57.6 63.5 44.8
Sound 11/03/2015 01:46:21 AM 0:00:30 0.0 59.8 71.7 48.2
Sound 11/03/2015 01:47:25 AM 0:00:30 0.0 59.7 71.4 45.9
Sound 11/03/2015 01:52:33 AM 0:00:30 0. 0 61.0 69.9 49.7
Sound 11/03/2015 01:55:00 AM 0:00:21 0.0 59.8 69.7 47.1
Sound 11/03/2015 01:57:02 AM 0:00:23 0.0 62.0 71.2 46.2
Sound 1 11/03/2015 01:58:44 AM 0:00:27 0.0 1 60.81 70.4 45.9
5
0
Dakota Aggregates TP2
12am to 2am in Calculations
dB 11/03/2015 12:00:00 AM - 02:00:09 AM Total
100
90--1-
80--l-
0 i-
80 l- 1 _ - - - L - -
70-
60--j-
50
0
60 -i
50 -i- - - - - - - r
30-
20-
10
0
20
10
6.30 16 31.50 63 125 250 500 1000 2000 4000 8000 16000 A L Hz
LLeq
Cursor: (A) Leq=56.3 dB
6
Dakota Aggregates TP2
12am to 2am in Calculations
Based on LAeq, 1s Class width: 1.0 dB 11/03/2015 12:00:00 AM - 02:00:09 AM Total
100 L1 = 68.8 dB
L5 = 62.6 dB
90 I - - - 4 L10 = 58.0 dB
L50 = 44.8 dB
L90 = 34.2 dB80- I - - - - - -1-f- - - - - - + -
L95 = 33.1 dBIIIIIII
L99 = 30.7 dB
70 - - - - - ,- I- - - - - - r - - - - - -r - - - - - -i
I I I I I I I I
60 T -r- - - - - - -r - - - - - -
I I I I I I I I
50
I
40
I I I I I I I
30 I
I I I I I I
20 I - - - - -'- - - - - - - - - - - - - - - - !
I
I I I I I I i
10 I- - - -
I I I I
0
20 30 40 50 60 70 80 90 100 dB
Level Cumulative
Cursor: [50.0 ; 51.0[ dB Level: 3.2% Cumulative: 30.9%
7
Dakota Aggregates TP2
2am to 2:30am in Calculations
Event Sound
dB
100
j
I- - - - -
I
I
90--
80- -
70-
60---
50- -
40--
30
0
60 -
40- -
II I
I I I I I
02:00:00 AM 02:05:00 AM 02:10:00 AM 02:15:00 AM 02:20:00 AM 02:25:00 AM 02:30:00 AM
LAeq LAFinax Ll-peak LAFmin
Cursor: 11/03/2015 02:21:09 AM - 02:21:10 AM LAeq=71.9 dB LAFinax=73.6 dB LLpeak=94.0 dB LAFmin=70.3 dB
1
AErDakota Aggregates TP2
2am to 2:30am in Calculations
Name Start Elapsed Overload LAeq LAFinax LAFmin
time time dBI fdBIdB
Total 11/03/2015 02:00:00 AM
0:30:05 0.0 56.7 77.0 32.0
Unmarked 11/03/2015 02:00:00 AM 0:23:34 0.0 43.6 56.2 32.0
All Event 11/03/2015 02:01:36 AM 0:06:31 0.0 63.2 77.0 42.5
All Sound 11/03/2015 02:01:36 AM 0:04:26 0.0 63.7 77.0 42.5
Event 11/03/2015 02:01:36 AM 0:01:10 0.0 64.1 77.0 46.8
Event 11/03/2015 02:05:49 AM 0:00:41 0.0 60.6 72.0 47.5
Event 11/03/2015 02:11:06 AM 0:00:20 0.0 61.970.2 48.2
Event 11/03/2015 02:17:24 AM 0:00:21 0.0 62.7 73.1 46.8
Event 11/03/2015 02:19:52 AM 0:00:36 0.0 61.6 71.1 45.9
Event 11/03/2015 02:21:03 AM 0:00:27 0.0 62.6 73.6 47.5
Event 11/03/2015 02:22:36 AM 0:00:18 0.0 58.3 66.5 42.5
Event 11/03/2015 02:24:49 AM 0:00:30 0.0 62.6 72.6 48.9
Event 11/03/2015 02:26:29 AM 0:01:22 0.0 63.5 73.9 46.3
Event 11/03/2015 02:28:56 AM 0:00:46 0.0 65.8 76.0 47.7
Sound 11/03/2015 02:01:36 AM 0:00:30 0.0 65.7 77.0 51.7
Sound 11/03/2015 02:05:49 AM 0:00.30 0.0 61.8 72.0 51.7
Sound 11/03/2015 02:11:06 AM 0:00:20 0.0 61.9 70.2 48.2
Sound 11/03/2015 02:17:24 AM 0:00:21 0.0 62.7 73.1 46.8
Sound 11/03/2015 02:19:52 AM 0:00:30 0.0 62.3 71.1 50.0
Sound 11/03/2015 02:21:03 AM 0:00:27 0.0 62.6 73.6 47.5
Sound 11/03/2015 02:22:36 AM 0:00:18 0.0 58.3 66.5 42.5
Sound 11/03/2015 02:24:49 AM 0:00:30 0.0 62.6 72.6 48.9
Sound 11/03/2015 02:26:29 AM 0:00:30 0.0 63.5 72.0 48.6
Sound 11/03/2015 02:28:56 AM 0:00:30 0.0 67.3 76.0 51.4
2
Dakota Aggregates TP2
2am to 2:30am in Calculations
dB 11/03/2015 02:00:00 AM - 02:30:05 AM Total
100
I I I
90-1-
I
0 i- I -
I-
i I
70
1
I I I I I I I I I I
I i I I I I I I I
I I
I I I I I I
50--1- - - - - --
I I I I
I
40 I
I I
30
I
I
20--j-
I
I
10
6.30 16 31.50 63 125 250 500 1000 2000 4000 8000 16000 A L Hz
LLeq
Cursor: (A) Leq=56.7 dB
3
JAZZ Dakota Aggregates TP2
2am to 2:30am in Calculations
Based on LAeq, 1 s Class width: 1.0 dB 11/03/2015 02:00:00 AM - 02:30:05 AM Total
L1 = 70.3 dB100
L5 = 62.7 dB
90 I - - - - -I - - - a- - - - - + 4 L10 = 58.6 dB
L50 = 41.2 dB
L90 = 34.0 dB
80- L95 = 33.5 dB
I I I I I I I L99 = 33.0 dB
70 rt - r
I I I I I I I I
I I I I I I I I
60 -T - T -
I
NIII50 I- - - - - - - - -
I
40 I - - - - I- - - - - - -I
30
I
20-
n
I I I I I I I
10 I
I I I I I I I I
0
20 30 40 50 60 70 80 90 100 dB
Level Cumulative
Cursor: [50.0 ; 51.0[ dB Level: 2.4% Cumulative: 23.8%
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