HomeMy WebLinkAbout5.b. Dakota Aggregates 2016 Large Scale Mineral Extraction Permit Renewal20165 Large Scale Mineral Extraction Annual Operating Permit
Agreement for Dry/Wet Mining Sub-phases 1A, 1B, 1C, 2A and 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, 20165 until December 31, 20165
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.
20165 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
20165 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, 20165
until July 31, 20176.
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, 20164 until July 31,
20175.
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
20165 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.
20165 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 by the review of the 2016 annual permit. The
construction of this berm to its westernmost end point at Biscayne Avenue shall be
completed by June 30, 2016.
JJ. American Engineering Testing, Inc. (AET) shall revise submit the 20143-20154
Annual Monitoring Report to , includinge the November 2014all groundwater
testing, and submit the revised report to the City by January 31, 20165. Leggette,
Brashears, & Graham, Inc. (LBG) shall review the revised report on behalf of the
City and has the authority to reduce adjust the frequency of the groundwater
sampling to semi-annual based on the 2015 testing results. of the November 2014
testing results.
JJ.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
20165 Annual Operating Permit
Dakota Aggregates, LLC
6 of 5
COUNTY OF _________ )
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
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
Roudebush, Amy
From: Roudebush, Amy
Sent: Monday,January 25, 2016 3:19 PM
To: Forster, Ryan'; 'Freeman, Gretchen'; 'Henrie, Brandon'; 'Kurle,Joseph'; Lindquist, Kim;
Melissa Kenninger(mkenninger@gmail.com)'; 'Miller,Wade'; 'Pam VanderWiel'
Subject: FW: oppose the working of the Aggregate Company 24/7
One more resident complaint to add for Dakota Agg's renewal for tomorrow's meeting.
Amy Roudebush, Planning & Personnel Secretary
City of Rosemount,2875 145th Street W,Rosemount,MN 55068
Ph.651-322-2051h/hhttp://www.ci.rose mount.mn.us
ROSEC V OU
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
get!! 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
1
G¸WX
BA
N
Y
A
N
TH
S
T
W
(
C
S
A
H
4
2
)
BI
S
C
A
Y
N
E
A
V
E
BI
S
C
A
Y
N
E
A
V
E
B
I
T
T
E
R
-
S
W
E
E
T
C
T
BI
T
T
E
R
-S
W
E
E
T
CI
R
BLOOOM
F
I
E
L
D
WAY
A U G U S TAWAY
STAT
I
O
N
T
R
L
BR
A
Z
I
L
A
V
E
BLOOOMFIELDPL
BLOOMFIEL
D
CIR
148TH ST W
BL
A
N
C
A
A
V
E
BOULDER TRL
BL
O
O
M
F
I
E
L
D
BELFAST ST W
BOX
W
O
O
D
P
A
T
H
BEECH ST W
A Z A L E A
B AY B E R R Y T R L
160TH ST W (CSAH 46)
B
US
I
NE
SS
PK
W
Y
BAYBERRY
BOYSENBERRY CT
BLACKBERRY
150
151ST CT W
AT
W
O
O
D
CI
R
PAT
H
BLOOMF I E L D
B L U E B E R R Y C T
C T
B I S C A Y N E W A Y
B A Y B E R R Y
A
UDOBA N W A Y
TRL
BRENNER CT
BOSTONCIR
ATWOOD CT142NDST W
CIRCTWAY
B
E
L
L
E
C
T
142NDCT W
W
A
Y
B L O O M F I ELDPATH
A
T
W
ATER WAY
CT
LN
B E N T L E Y
BOISECIR
A U B U R N A V E
AZALEA P A T H
160TH ST W (CSAH 46)
145TH ST W
AURORA AVE
L 147THCT
149TH ST W
A
L
L
I
N
G
H
A
M
A
V
E
AL
D
B
O
R
O
U
G
H
AV
E
ALMA CI
R
G¸WX
BA
N
Y
A
N
TH
S
T
W
(
C
S
A
H
4
2
)
BI
S
C
A
Y
N
E
A
V
E
BI
S
C
A
Y
N
E
A
V
E
B
I
T
T
E
R
-
S
W
E
E
T
C
T
BI
T
T
E
R
-S
W
E
E
T
CI
R
BLOOOM
F
I
E
L
D
WAY
A U G U S TAWAY
STAT
I
O
N
T
R
L
BR
A
Z
I
L
A
V
E
BLOOOMFIELDPL
BLOOMFIEL
D
CIR
148TH ST W
BL
A
N
C
A
A
V
E
BOULDER TRL
BL
O
O
M
F
I
E
L
D
BELFAST ST W
BOX
W
O
O
D
P
A
T
H
BEECH ST W
A Z A L E A
B AY B E R R Y T R L
160TH ST W (CSAH 46)
B
US
I
NE
SS
PK
W
Y
BAYBERRY
BOYSENBERRY CT
BLACKBERRY
150
151ST CT W
AT
W
O
O
D
CI
R
PAT
H
BLOOMF I E L D
B L U E B E R R Y C T
C T
B I S C A Y N E W A Y
B A Y B E R R Y
A
UDOBA N W A Y
TRL
BRENNER CT
BOSTONCIR
ATWOOD CT142NDST W
CIRCTWAY
B
E
L
L
E
C
T
142NDCT W
W
A
Y
B L O O M F I ELDPATH
A
T
W
ATER WAY
CT
LN
B E N T L E Y
BOISECIR
A U B U R N A V E
AZALEA P A T H
160TH ST W (CSAH 46)
145TH ST W
AURORA AVE
L 147THCT
149TH ST W
A
L
L
I
N
G
H
A
M
A
V
E
AL
D
B
O
R
O
U
G
H
AV
E
ALMA CI
R
P
a
t
h
:
T
:
\
G
I
S
\
C
i
t
y
\
M
a
p
s
\
D
e
p
a
r
t
m
e
n
t
a
l
M
a
p
s
\
C
o
m
m
u
n
i
t
y
D
e
v
e
l
o
p
m
e
n
t
\
M
i
n
i
n
g
\
M
i
n
i
n
g
C
o
m
m
e
n
t
s
.
m
x
d
Opposing 24 hr Mining at Dakota Aggregates
Residents
Mining Area
Phase 1
Mining Area
Phase 1 & 2
BU
F
F
E
R
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
W9-
069(
M) :
XV!
4409-
069(
Z96) :
3NOHd
1F9R_'
eN'
6
130
61309-
9905';
NN '
1NOOW3SON '
1S3M
133HIS
H1091
6091
yyOS'
3.
N1
IIY
0
A.
LIS2i
AIIQl1
m
Z'
Z
M99
NPI'
masNenB '
Olt
nS'
Z4 '
da'
uO '
M
OOSl
O
N
e7o
um
J .
lois
803
U.
5
U(
O
s8m3mns /
S833NION3 /
S83NNVId
4l .
Mel•
41 •
16,
ims
auLL
U <
o
I
W
N
pegngad
Cow•
JI
61nP
a
Q
O
N
S
Q
N
7
N
we
i
to4l
pee
uolQaNdm
i0m
V1053NNIN '
LNOON3SO8
W
N
Ue
q•
W{ •
IedIJ
Q
U
lY
oul
II!
H
N
sauce('
b041)
o
17
a0eIQ•
J•
V.
OLLd2IadO
DKIHINt
XHVd
OJOIJ
I ;
a
z
f '
9Fit°=
a
a
s
a
N
N
oil
D §
t
Z'(
ir5g $
t
a`
9(
ayryD
dhf4
I
aM
411111i
ffi
M'
M'
a
xffi
ffi
S
Z
nN
o
tj
q.
R
jj
j.
jig
pffi.
y °
7
w
XX
ffi
a,
i:
n{
ssa!
a
p•
3jq°
S
lpf
C '
e
m
j1
N
q
i
p
ti
a
a
z
nl$
Fw+
3jMeK
Er
y+
Lit,
X<
p
mj7
IL
o
Ll
w
o
all
k ;
te
J ;
8 !
@"
1;
a
5
0w
y7
NZ'
ciPaTd
v "
z
a
4
r "
rat
C[
yay
i
y8
e
sGgggsH9C•
Fa"
RPU
a
Si
at
w
j
b ={
1° •
R
k! ,
5•
a*
49r
a
s
a =
7
s
s
lelC\
23
a
s
aTa
T=
a:
a
TT
a0
oil
s
rs
a
Ilea
H
Z
W
o
I ;
i •
00c0
F4"
I ,
p
I
Ij
x
O
ZO
mo )
1
Ili
mm
H
A
H
In
wz
i !
F ,,
Nam
o,
L_
77r _ '
2
ctv
O "
4
I2
000OW
r-
t
W
010
g
a1ZZO
LA
r --- -'-' - -
I
LLJ
P4
FFj_
Z
E
1
i
fL
0
1
fl
N
pj
W
O
e
V)
II
Ml
4l , {
i
F
o
o
r
F—
I >.
4
r,
J
r
r
a
I
Y
s
I
F
LL
eco
Z
Z
aNw
A
CO
O
O
t
n
y ;
N,`; ,
a
w
n
l
ti
r.
z
m
Z
F
z
V
l
r-- _
V1 \\
yes,
i
x
a
F
3i
F
o
o
L:
zLj-
CJ
yj
U
W ^
UI1o
o
r
w
M"
1
Q
W
C-
1
Z
z
Z
Fv
z
O
t
x
I
I
I
y.,
1
1a
r
t•
JJ '
ON
1.
Iq' -
yeL
J ---------
L
v
r '
lrwr.
r --
11
3
7
x .
Kry
W
i
z
W
W
t
i}
O
11 • `
Y `
4}
x-
Y
dl
R!
11
i
lN
lli
NI}
o
1v
1
Vjl
i
l
i
It
1
i
II
J.
t6
4
0
r
j
T
a
Ffi
1 ,
I,
I ,
0
w
olnc
m
I
t
o
o
w
va<
ZP
r ----
P
I
i
a
i °
6
a?
a?¢
a
I
i!
i.
W
n
paZ
lxar
F
p
x
p
Q
V
I
Li
Wp
cnR
BOZO
JJ
z
wZWU
ZFUO_
H
a
11
11
F
Q
l
I' '
x
ni;
ed
Q
zp
3
J
jEmwp
0,
w6
O
F
yJ
OW
W
N
a' }
N
U
Z
Q
Z
jzxO _
1
I_-
3
Z
J
O
O
F
Q7aN
Q
zOU
F
w
I
Z
J
U
Z
Q
7
Q
U
J
Z
W
J
3
U
O
F
U
p.•
t}
Tyu
J
OJ
Z
Z ~
O
ZZ
a'
W
Z
N
p
O
Z
Z
Z
W
O
O
Z
O
OO
N
W
O
t
y,
w
O
Z
FF-
Z
U
In
Y
O
a
z
ci <¢
z
a
z
lI
t
z
Q
a
w
a
w
Q
W
Z
O_
H
li
l .
Q
C7
O
ii
r
a
Z
w
p
U
3
3
w
l-
Z
p
d
d
Z
N _
I'
0_
W
N
N
QLL,
W
Q
Y
U
N
j
tp
V
vwi
a
Q
O
Z
Z
ILL)
a
J
W
V
N
Z
U
O
C7
Q ¢
Z
O
w
Q
O
p >> }
U
r-
r-
Z
w
w
o '
Z
z
w
F
I
r --
a
c
5
y'
En
o ¢
N
o0
IS'
m
J
cwJ
w
w
F
V¢
m
o
z ¢
J
d
Z
Z
U
w
J
J
J
J
w
Z
w
O
d
F
p
p
m
p
to
U
w
d
o
x
S
1l
aJ
o¢ > >
o
il
l-
w0_
p
U
J /
n
o
o
w
x
a
m
U
O
m
3
Q
Q
U
N
W
w
U
U
N
3
Q
w
F-
W
U
O
U \
Q
Z
W
O
O
p
J
O
w
O
O
Z
Z
Z
fn
W
u
U
Z
Z
W
Q
W
Z
3
J
iu •,•
U
U
C7
C7
C7
O
0000
U
C.
7
C7
U
00
Z
Z
N \
w
N
F
0
Q
N
Z
Z
Z
Z
U
F
F
F
F
F
F
FFFFF
GFFFFF '
6
N
N
z
j
J
Q
g
I
N
In
N
N
N
IN
O
In
In
rn
N
N
rn
N
N
Q
07
U
U
T/
t
m
2
Z
X
X
X
X
X
X
U
X
X
X
X
X
X
ir
X
X
F-
X—
Z
N
I")
O
O
7
W
w
d'
O
Z
0_'
d'
X
W
W
W
w
W
W
w
W
W
W
W
W
W
W
W <
n
W
W
O
0
Er
d
m
Z
d
l`
4
LI,
CL
d
O
d
d
W
d
Mq,
u
x
g
X "
j
ti, #
ra•
y+
IrAa+
pdJ4,
M"
y
itt
vatIQM
1
d
R
s
AA
long
w
r
a.
Q-.
1
N^
r•
ul.
urq
CM7/
11
71
f1Z9-
069(
ZS6) :
XV3
tt09-
068(
Z96) :
3NOIk1
O"
6'
Od
8809-
991)
9!;
NYI'
1NnOHgS0a '
1S3M
133ULS
N1091
9091
LCB9
N9 '
OZJ
n5'
Zt '
0a
vo '
M
OOgZ
V.
LOSr, "
NIDI
SIO )
LIISMAIWI
w`''
p
w^
uz0]
N
Z
J
r-,
4
a "
SaOA3ANf1S
S2133N19N3
SI21'
3INNVld
4i
i°.•
n " .•
vee
NOLLYWBO,
AII
AIAIS
Q
o '^
Q
K
w
wn
i
w4,
nu°
nw•,=•
n
V10S3NNIW '
1NI10Y1350if
K
W
Q
i
p
Pul
Aw»
pun
q
aw
Ap
p•
nd•
iG
p
Q.
H .
0
r -
nd•„
p
p
n„•
a
NOILLWIadO
DINININ
XHVd
91OWn
a
N
a
A
rn
wvi
Ai
zodFZ
W
N
Z
W
J
tJ
W
S
o
it
m
O
N
Z
J
W
Q
W
U
O
J
r •
OWaoLa
Q
Z)
g _
n.
O
z
4FIN
wZ
N
WEliXvd'
1
i
t
s
4
i
6
09/
D
4N
fl
W
k
sCL
l
J•..
a-....
J.
X11
C
f
ti
Cf)
o • _
U
It
076
9C6
74
11f
I
r
o
air
T
Fri
IMFf::`• _
w
Ali
L
l..
1
0
jw
ti
1iJ
x ;`
Sjx '
a
tom`
f +,
4,
a
D
f .•
1
III
4
r”
I
d
l0 /
l0
I
ums
is
dOV;
C
Z _
ZC
W9--
069(
86) -
WJ
1M-%*
96) '-
3NONd
0
6i
t •
jDb
6609-
gW,;'
Nw •
1Nnovusoa '
1S3M
133HIS
W091
5091
a
M99
NN
m+
s
9
ort
nns'
a'
oa'
ua'
a
oosa
VILO
INNIN
d0
k.
LISZIaMNn
m
z
z
1
N
a0d
Y
W
4
ti
F
n
N
SN01,
3mns /
S833NI`
JN3 /
S83NNHld
41
1...°
I
V/ " »'
a'
e°
t3
iOLLVAHOJM
S,
LIS
u
a
p<
w
N
o
j
puqu,
l°,
dpwon
Rlrq°
Q
Q
O
S
1
1°
41
P.° ,,,•
e..
1°
u!
p
V1OS3NNlY1 '
1NnOn3S0b
x
N
W
U
O
II1H '
H
Sauue
AW
i;
b
Rablln
ll°.
e'
0
i
8.
I0
r,
a
Wa.
IV11°°
IRJI,
b°
RP.
Vi
NOlZ
2ILl
ii
AIIrIINI }
I2It
d
IRfl
nabxrxn7b
ati
Z
ZZ
p$
y
r
yCQ
s -
JJ
Z.(`
KKK3
ffi
i7
LM
Y
N
ll<<
7'
YuW'
rtYYWL3Lp1
r,
r <
mumua,<
I
p
ly"
v
y., "",,....._
ry-„
w...
r
ly
w '
t°
its)
1tL
a.
1
y,
y
1S'
r"
7-
c'°
q:-•^
I
t
r
x
r
r .:
1 !
M
l',"
r
M.`,,
ty +
H
t
1.
1r •
r
a:_ •
N
r-
t
r•
a ••
1
J.
1
11
1-•( .:
J
r.., )
yy ;
y`
t_
ii
r`"`"
r
i
l,. ' .
d,• ;
t
c
c
n + _
l-'•, {
Y/
1N..
1 .. ,.
rt ^' ., :
4t.
Ip•
h
Q ', '+ :
l'' '
w•'. _
l--~_
t
Ir ..:
I .
t ;
f
d ..,,. /.
r ._'
v'
r °.
it`
I%?
r'
G `""`_.
v''.
aj:`' '( .;' •;-`.,
N,..:
t^-,,.
1:
4d•,,'
e
i.
y
r
I (`'`••......)
I '(`
i! ;
v
d
NR
V ,
r
s._
r .
J_
t'
t-"
y "`•"
I' ,.
J
is ),
n .,
t
a... ..;
tet;
r•.
J,..;
f;
t3
5 , .
t
15U
rt ' .
St-/, / {
r
t'/ /
N /'
t/.
R
t
t,
r
n ,
y,
h
f"
9
1 , {' .
w.
y „
U'
YYF•
v
4;',
y
If
l
4f^.,
1
t .+!
r-•
1 •'.. ,,._.. ..•
y". ;
m
A
r.
i '
l41'
If '
f -
d
Y .!
tit
pR .-
7
I
Ik %
s/
g
n•
p// /// ''•//// +
t,
J
W
r
Cr '
tJr "
r-
r
1
1Yf
y'
t «//
ilm8" // /
s
o`. ,,
ab{
f...
s},` /' •
3"
tR
w •..,}+ /!
rJ'
r
p
4V
t,
i //// ,///
iii///
s / .
a •,
t
j,• '
j'
1.,
1 `
y:...
r.
X ,.,'•
TM7
r.$.'..: ,
J, :
r",`.
r,•
u
ea
Y,
r. • .-_-
J'
tr.,,
J +
r• ''
K .
Ya;`
M
r ', ,`' •.'.
I .
r/'.'.__'"_'..
v ,' •.•
1).
1'
J _: `
t '`
S•+
l
t/
S;..
r,,
I:^,,.:
y +
I
v.
r•'".`,
i..,
i
Igo
fit' `,
s • `
e
n
rt.-.__
i'.>•
J
1
1,
f ' }
j .....
n
w..,'
1
4'
l.
re
C.
1 , •_
11i
l._. _
i.
f•
M,•-.,.
r-
n..
r ..
t/
f;
r ......,`
a. . .
j
r, _
y'.
r"
t•. ••
ra..
p.,.•..._...
I!
r' {'
i
tl '\ ,
I
1
t1
y
ry
r::". .•''"
r;
1 •:.•• . ,,,,,'`• '
r•
1, ;,- ;`
L
Zi` `•, ,
r•--....__
w ".-.
q
S,
tEr ,
J. :'
i{,,,. >+
V.
J '
4 +
a'{
t...
o
boo
a
L°..
r'
i_!
l],
1(
wt
ti``' "
N
t" (``"'{•/!\.
tj
may} \
h\
i
a
J`' _..
J¢,%' +.
r
t'!
y
V•.,•.
i
f, :
r4o. ,
f .!'
1""
a
t` •. }
S .
1 /
l,•/
i
C} '- )
i
7 +
p/
Wit+
S
p-', •....,-.;'
1
4
1
nj, .
lS`
I`
ry
i
r'. __.'' ! // ,(
1rv-,, •
f`_-~,._..
u. •
S '
s.
1
J/
i
w
t
v. °
oN :
r , •
yi7,
4
f(\
S
I.
sm
1, '
r
r(
f
V'- -
t..
a, `
4-
f-....'` '
1 •}
I
f
j , )
gyp .. `"`,.)
i
r
I + ,^`.
l
y
4.,. "
1,.
7
r +_' ;)' '•`'_+ •'
s "
E"`'.``...,..,,.
trti
1.
4 .: { \ `
t/
Jif
A.,
D
F
l
i' ,,.."
t
9
U•.•
iali. ..:
i •' '
U.
tr1"•!
y,
1{
C -
rY')
i
l._ '..
Ire
l'
t
uf
i•-
t
l
1
r
x
II
1
r,
r
t:. -
1
i
1
t: \
a
j
t `
r-•
jsi,'
q
o,
A.. '
C
f/
f .,
l {.'•.. '
l {„
JI .
r;(
J
r
r`'' ,`, • .
9 .,,
1,
yl''
arum•
S
W01
133tl1
Fi
J
WSI_
1S31
133MLS
WSYI
r _
y„••
S
153„
i33sr '.
1.
x
Hlyd
l
8,..-.
t.. ;::
5°{` >-_
M _
t.
r'
c
filo - .:{ ` _.
J #
t•
f `'"-
t {(,
Wd90:
Z0
SIOZ
l0
Zl --
M -
I
dOVI
77971
W9-
069(
Z96)
xvJ
f609
068(
ZSs)
3NO14d
6609-
W1;
5
NW'
1N{
1omsom '
ISM
13381s
H1091
4091
0
LUSS
rur
7TWO
O '
Dz1
31nS'
a'°
d.
o .
M
OKZ
VWO '
L[
NNIIN
AID )
UISHaMNf1
u}
o
z
hj
N
z
UOJ
o
EZo
r ,
SNOA3ANnS /
SN33NION3 /
S8t3''
NNnndld
IN
A..-
I
M "+..
0,"
IolivAt2I0.
HI
Sd1I8
v`
a
o
u ` '" • "
S
a
W`
r \ -
ro••
t•« "
r••
44
einr.
a
o
N
S
4
0
N
I••
I!•
41
r••
w•
yvMr
1--
v
VIOUNNIN1 '
1NflOH350i1
w
W
V
O
N
oe.,.
r
w'
A.
W,,
4
i
No]
JVZ151clO
NINIY4
XHVd
91011
fl
W
d
I41
1.
41/
lila.,(
p•
n4
I
J
0m
W
O «
s
w
Y
a
g
zo
N
z
o
t
zz1
Q
Z
f
3
b
z7
a '
m
z
o
m
F
J
O
m
F
j
LLyy
U
cc
0
9tmt,
l
U
a
z
4
c
Z
3t
F
o
Z
3
v
O
O
T
F
N
gi
g=
Z
o
8
Sr
R
5
ffi _
A
as
89448
SFs
4+
Y
L.•
e
J
r ._
t
1 `
Ivy ,•, ,•
y `
L,
t :)
J
1
t...
rt...
1 '.
i.- ..
yp.,.
t.._,
g '
s--} • /
l ...
J
r
j !
r'
p"• ,..
w, ..'`---
t.., +,•/'
ti•_'_'-.
1 ,
I'[
1..`+
t
1 _
tir
i`
l1 `
k•._
I
E
M:
w'-•"'
J .
Y-•'
rV
i'
I' .
n
7{~(`
7``
1.""_..
J..
o
i%
t '`
r
j_.
t ^
TmfiF:`'_'.'.
ar,.
h ..!,+ '
r
y7'..
g•.- •<
r'[
r\..._.
fp. _./
1:
4:._
7'}:
y"
T'` :
iJ~_`
4
1 .
f
i} ...
T.;
C+t.
fY
4— /
1•:.
1 ,
l. .
e'
13t•*+
rt
1
le'....^
n..
s
l
i
1,, +,
1,,,/
7,
P. :
14'
U,•,,.
it
I
F '
wry
1 {"`_,_`.._. '
1
j.
r^
1 '.
e.
l'
J.
1
l•. .
r' •.
r1 ,
tr
I
c7
p
f;
f
e,
a..
Jt(''
I)
f
h .
s,.`~,:
t
a
c
h.'''
pppe
l
J,,,.% .
y
f
V•',
a
I,
6•}
X11'•+,
ryr
5 ^
x,.._.-.+._.
J.•-_
r •
iyl
r"•••^`~^._,
11'
L.; '
7.
fr '+`'
3.
T ''
JT
r ,'
c-
d' !
n.
w.,
S.'•
f'?•„>:
ti
ir. ,.,''-.
cr#:.
n' .,
C. :,
y1. :
1
1
tl
z-••.
IQ
G'/
1.•'
J ,. ((
1 /!,-%
x`
5.
i” ,
Z •
f
Yt
r
S
l
S
sa^
t '
h '
l . ... ,`..
trr
J1eu
1:.,•
i'
l.. "'
Go
f
A
1
eif
S,
1.,.
r,
S•
ti
j
t+.
j
rr :•
arr. _
j!!....,
O
y-".
1...
1
1
t .;
II"
f° ,; •"/ "
tY
FI ,'`
71 °
S
I ..-
I
Qr.
r.
1 .......
J,- :
C.;`
14...
eP-:?....
r,,,,,.
tom--
t '.. \\
92`. +
1 ...,
o.
YJ
ti.•/
ah
w
Vl
nt.
h
SJ'.!
t,..`._ +
p
nf
l
r
rc
rte `
reru•
eewe„
1e
V '`_
Qi
i • / /
i ! \
a
h
le
tif„
1,+
LI•'".
n%,'= -.
a --. «,/, _
5 , ,•
1
f
S
11 ! '• '
f' /
moi //
M , / ! `
I
rp \.. ' {
f1'
t'
1{
L
1 •• .
f(
Q /'
r-•,
c .
G
r•- \
Y! >
sr
1' (, / / /
ia
r
1._.
v1h
i=
1
r
1
7• ' {-
r
Pit
t'
4
y/
EF
S
v
ur'
cid
l
S
4
j
13
h - , .,
k#-
P,
Y '/ .
ar
j
1'
a;;
C'
ttt' -
e,,,
4 .!•
q
J' ?'
I,
1
f,
ry
a
l.
S!
x
t.
b
P,.\
b !
I
r
r
r
W ' ,,,
w ° ° '`_/
i
131 .
p
Ylmra•
enol
l.'
Mlaj,
allw
hY6Yanra•
u• .
9roiaa!
S,
aY
1 •.
Ir'
r
y
7.
1"' %, •,
J ! ,
1
r ,(
s/
I
1
w
i•
j
s-
Ll
f •
r
a
v
r _
L,.
I'
n—
c_
Y..
r.,`...
y--`." ,%`
1 /
1;
y -'
L.,_,
r
t
rf ..
s..,..
r, ^,
rr{.+
c;` ,.
4+ ---.
h .
i4"
i
5:.: `•~_} -___.-'--
J
r_
s
r
h7t'
n
i!• '•....
J .
t
w
1 . `
l
fi\,
tV
i
l°'
i
17c'
A'
C .-
1 .
i " ','
tY"
r.
1•
I
t__
r•..'•,.
1.%
7"
rfi
1•...-
z. .
Gir "
1'
it,+, ,
rJ• ++
t ._
1..°
L...,
x.'
s,`
Lt/"•
L
i
j
L- . _
i
rr
r• .,
n'
Y
C\ .\...
fir]
i
c..
f
I
r') '
fr
t
rase /` (
3+>=.
t
h ,
f \ `
Z
o ..
a..
wwwalaSih..
a,
9K, '
YYeen•
YY
a
1\`
ti1`\.
1 .
r%
f
i''``,
r_._' - -."
a'
s.
t.. `
lG: . ( (,.,'!(
h
V/.-
r--
t(
1 '`
t'
1 •
t\
t'
A};
r
rr
t '
PIT\
f>'+ (`--
IF
ti:`
Si"'
i "..'„'
r :
tY':,
t,
y%' '',.•
yrl, '
r.'`. __`^-
t
t4+ ~ '
1
F ,
l
to
v-,`+.., ""
t `•,'`,' ,,.
At(
V ?`,
q
ry __ - ;
1•
14!_
J\
C . -
t1`
q.
p'i`
t
j \
M
415
l• •\
y. { ._
1' ~
F
h. ..
f >.',,
yg1
rt
S ,.._...^
d''``'...(
Q`•.'
l
Av.
J`
1 '[
r `. .
SL1
r,
f'
ti
N'
a.-
Y
C.
n -,.\\ `
y
S
V , :!
i '" '
yL,
h *
Xar '`. `•
may
F
ti` -... ',,„ +, `' ` ---'`
rN/
5`
CtI
l
Y.'
S•
a5 ',. \ `\
r
r(,
l, --.".,
I `..
N
t`\\ `{'
R .
J ``\
r,..
j-
lil, '_ `\
1
i
1''
4..
51
r
rg
l.'
rr
ILy, '"....._ ,.
n. ,,; '•,.
p
1i
ti
al / ...,
f
Lit
l_.
1.. .
a !•,
I`
n•.
l_...,....`...• .•
3f `
1 `• •_
1+
a,,;,
lv.._ -
1
I
r ,..
r ••,
J
y :`....+.'''
y ,
y'
tJ'!
F
7".
r-'
i
e. (' `
O ,--
l '`,..` "....
e.
J .
1;
s' ,
1
h ``-•.. '`....
ri','(
j
o'
k...,
h\ ;.-'•'
Jr'
w '.
Ir
f
t'
1,
qs
J
e
u..
L.,
w.., { ,]
11
eis•
Il ()
Y
Wil
U
t
I
r1.
1'
I
1..\ ..
I
w «/ ..
1 }
f.
I /
f
l
4t"!
tilt,
I
LI
I
1i1
I /
i
o \
v '•
hd' `
4'!
z
7/
I'
tr.
k „ .....
i
1, ; •^,,,„\, ./
r '
b'
7(
J,.
O-
1vI '
1,.
fl<
j
t
fi
N
j.
9r.>
Lij
a
114
C"••
Le
l
iNN
UV
1
6 :._ -.
s •} (
L" ) ! ....•'
t[,
7
li
1.
Xc "
l \
j.
1'(
1>
11•
R
nre.
ear+
e
tasfij
1/
1
yT%,
tVM
T
11
n
111,.
r,
f
7NAv951G
r-`
j7
t*•,`."'!•^
jt )
lk
w.-'/
iJ )
t• + }
E
117 /
a
r.
II
R_.
Imo"' \/ ../
i
i ^
t
t
t)
lJ ,
f
1
Ir
a'.!/,
1., . .:_\,\
t\ ^•
r ` ,/
lin:
oj')
r
If
1
U
S
i
r\\
t;
S%
A'
ams
IUSK
I
C
wr,«"
r' -•-
v.••-..
r
tCt
yhy,"'
SRH_.
3
1.
y.
P,.
irt •/
1
1
1
3
r•..:.,.,
iz'.
Imo'
t
7?.'
r
f}# \
c'
1``
i\. ..^
f '`(' '-
53M
133!
115
H1SVt •
f $
I11Vd
O3 .
1.
153Y
133tl15
RiOl
r
60i{ '
1a
r
f-_-
u•
ems\
V
V
1.
1011: ,
Y:
tl
1"".`•
14 ..:'~'".':. '!
rg
1
1"
1
111I31
i
I)
CI
1
f--- ,
l
f__ _ } _>--'
f
Jam'
f,/
s
1. \ \\ /'
i=
iii'
lU
l / '• \
1
V47170
710710721 -
O-
Is-
dov!
o-
zcac
brae-
M9(
zs6) :
xve
i+
09-
069(
zs6) :
3NONd
ory
6i
r •"
0
66o9-
egos
NW
aNnoW3sou '
is3M
im3
us
Him
son
LCC99
M
7rM9*
e
Vt
31nS'
a6'
oa'
uo'
M
oosz
vlosaAIN
m
SIO
XIISUAINn
z
z
m "'
z
a
z
210.
1
Y
W\
0
0 (
n
Sam3mns /
SN3'
L33NN
ION3 /
Sd3NNVld \
41
Jo.
rn >
yl, ;.:
NOUVNHOJNI
N,
LIS
aF`t
W
cOv
u `
Y
Sower
pugar,
a
P>
ruran
A1np
p
O
N
5uro
1
1e41
Pun
I.
N.
dn,
I-
V
V1053NNIW '
1NnOW3S021
W
U ;
0Aw
Jtpun
M>
w
AQ
p>
mdn
KM+
iw
HOILYZI&
d0
DNIKINi
XHVd
a.
t0MI
Irzto
00ydo
Im
z ;
i-
H
C3
Z
03r
H
j `
w.
p...
trt-------"'-..__...
d
t
c
a
tr-
ry'
rfil
1•<
Id...'._
I
i
61
r
i
r,
i -•---- •.
1f,.
1119.
1.
fo ,
j ,
f44
1 '
1
r
A
S
X
w
1
t '}
rrij'"_:'„-
y`
i
s
jI7i'
if
1i
IU
i '
LLI
ait
0IVfit
LLJ( n
l
VK ( •
rx`# (
D
f
t
lidli
l({
i. ,_ °
5
n"
7
44R
yAlfitt"
A
L
NAVOSIS
CNt4> J.. ;
t'
ce•
j
I'
Ui:"
lj' '/
i' `
SSgnus
ws.
trJHE
r.,. '
tF .
t :
yk'
r ' , ,
s
2s
rows
Nis.
tSM
1331J15
HS>
e{
6'
AIJ
Zx-
11\
yf
o)
WdSl:
ZO
9tO,'
t0
ZI - -
1 -
dOtll0-
Z49ZL
ROW
Row
1Z9-
06OU96) -
AYJ
ti"-
069(
zs6)
3NONd
FLI;
r-
ON°•
a°
0
6609-
89051;
NW'
LWOMSOa '
ISM
133HIS
H10e1
9091
SIRUP
wbp • '"
lDI
Q `'_
U
Q
oIrss
NW
rrvse
ort
nng'
zf
EN
uO
M
oosz
dOS:
INj0
AIbIS2aAHA
0
z
a
z
js
o
U
CN
LO
LLS2Omns
S?
33NIJN3
Sa3NNVld
m
4IIdJ3 °
ULN0
ZN
QS
NOISO
3
Q
p4M•
p.
1
v«°
n
elm
w
4I.
n•°
n —,
04
Q- byuWfO
r •.
u
nNOIMI1d0
DHIKIN }
2IVd
a.
zoQn
O
S
1a.
141
1.
41
11Rp,.
4
o
a
1
j!
gg
q
g
L
y
gggg
I
reo
3
i
J
NIW ,
l
3i
Q
uJ
1
fpq
a
i
Y
3
IPA
file
50410
a<
gh
o
D
ip -
i3p
yi:
t
iji
9
d
i
6
Bp
c
r
X
bXf.. „[
DDYi$
4•~
E
a ..
F
Wj
m
r
9
s
5 '
p =
4nQj
a0w
CIO
Je"
a
a
g
9
93g
ir° "•
9€
a
e
aE
a
L ,,
a
j
o
eke
y
axa
E.
nCli
0y5§
a
i
Y
Y
pA
i
4
yy
a
L
za
is
e _. !
A
1e1.
piak84
w191
o J
2.
tl
a
5
0
1"
3
Usyy'
u`,+. $
y' "
Y'
s;*"'
F9
r,
tA
@c
fa
i
a`
c
a_ .
a
a11
w..
a'
a„
e «
irgL
@n
3b
p ••
ap
is
U
a
OvI
a
g
Q
s
STSs
a
ia1
i
ry
b
p
i!
a
B -
8a
Y"
Q
J'mi
BGS
Fez
9
S
a"'
e
e
Es
b
6E `
y6
Ae •
i3*
w
j6 Nthi
r
o
h
aqp
E•
0
e`
Win
aglp
appplE
e
3
Y
Seo
e5 $
m
a
o
q@
8ui
A
r'
f '"
0
g.
J"
IDL"
0
F
pt'
LC0
S?
tl
d . .'
S'§
Yg
g
aq
d
lY
aYu
b•
tq
Y9$
egFY
y
9
U
6EA"
C
BRayBEgy
t
6r1.'))
1Y5.
3"
E `
t
aB
3g3 ;$
ate
a
YS"!'
s
z ,
89`
i
r'
s
s
3iw
V)
i
f
a ^
M
gypp"
rA
Ctr+"
FLY
j
a
Arg
q
y
E'
Ij
gg «:
Ea =
Li
jy
1e
pi
F
a78 -
g
Ga.
a^
EI"
f
a<
SEe
So
AT
a1 •
Ya
u
B
t7'
Ga •
ai ;.+
9. `
I
S.
b1b"
7
6 "
tl`
z2
Vl
LYS .
aahi
a
t$
p•
b.
f`
x
eC
bb
3
k
9F"
d -
rjga
C
a'
o
O
J
a
med
K -;!
1iY
Bg$`
n
a7=
9.°
y"_
iq$
t
B
EL
a
tt0-
xia°
i
r9IIy ®"
g
i
r.
1
9 ^
Y7
earl
beBB
a°
E?
ta
r
8
a
H
i
H-
i
E
3 ! ,'
ab
B
S•
pga'
tail]
Fid
@Baa
are,
A
D9
BB
yi
x €
L
eB °
i
B
6_
egS
E'
8«
ftai $
e .
t
jJI
ri
t
a8
L;;
1e
5
Y
ypt
6ti $
n'•"
ai
ttiF« "
p . .
t3
8
e
R
e
iF °
x
a ' .
t
a
41<
gi
d•
a
B '
m«
1y
e #
dFgs
E "
a
E5+
g""+
f^
t
eE #
fl3. '
2f
gaEi '
yy
sAi :
3lei,
6g
e,
aA
e
R•
iA..
a3i-
4T
g
a7x
c-
jf.
6; "
6L
ee
ai
v
e
e °
4
gseXabc
gaa
rd
y
r6aEi
G«
Y
39g$
7'
p1
a
EeS.
9 •, -,
a.^
rP=
p}
o
i
J" ,
ac$
ajz «°
1'!
i° ,•
3°'
i-
Ba
a ®«
o
41
91
9'
J•.! _
fbF0
a %'
k¢•
gA!
g
5fp6
7aya
e' ,
b°
trpe"
u:
ei
Eg9
Aias••
I_•
3.!
elf
aa
0a
a
r
r•
@w
ppa
aeu"
i
S«*"
C24
3
f? ;
r'
s««
ra
a
d869aE9E
ds«
4
eg *
ae !
rlvaa
Fe
ea
a
g
a >,
Q=
t
ea9 :
if
wT
a
a
e
r"
a
Vg6
a*
art
x 8e
a
S91x
p9Ed;
b
o
Bc
it
i .
gE
a
B.
C7
6
xk
ck !
t
e
g
Li
s"
i«
e6Z
Ii
l7E
t6
a
G °
x
e
6!
4EaE
i5ri
a
d
9DI
lg
eo$
a
ii
a
a
x
gaR3
e
i
i .
2t
ik
a0i6
5ti«
i
u
L
a
a ¢
tl7
e "§
1 $
3
a
J
fi
Oa °"
5psic$
n
e$
tan
Sytl« «
y +
7
r
aE
E ;
wm
a
s
Ell
8
g
Is
e *
a
f° -
A
9
a «
i '
ia5«
t
l .
a•
Ata
ETS°
9
ai
pe
n
IK
06 ^`
a1
24
E • .
2
E
6
c
z
a
@
E
e
a
6
av
j •
tlaYX
a
e
Y
E
Y.
Nva
3•
ro $ "
byb
e
t
pS
It'
g
I
a,
N
t$
S
x
cAS'
g
rii
a
tla .
12Aas
E
i
gt«;
r,
Y
gaB
dei•
5
v
y$
raX
e
9
s•'
F9
e
nx,
5
r
x
t
i
rzpa8.
wG
t
a:
eBy5E<'
i
z«+,
b
a"
u9
te
6iD
E
C
a
ad
i
ly
DaB
ggf:
Ye'
aR
eN„
E;@7s7,
ae
g
H
a8"'
Rg4.-
fI}
de•°t"
ta@@6'
e
G'a
y-iaBi«
L:
pagglae@EEt
i
ER"<
aSr@.
pa"
n,
37,
i^,*
Gtibs
A
EniA
yQa
sey
9.'
6o
i
JcvD
q3"
pX<:
b'
W'«t
qa7
s° .
94
f$
aPs6«
i'
ai^
aa
000-f
5"
be8'
7_
s3k7
BH
A
e
E
m
6e
E" ° =•
t
i
m
ea@a«
t$
Mesa
a
tag^
B
Da
r $
i «
C •
p
O
i
ie
a
D
1111,i
a `
a
t
r
w
39
Vis. °.
a
gei¢
1
g
6
k
vi
aai <
x
alb +
gSE
a
q
p
Fcr
e
y
b2
q
i3iR@Bs°
3 +
j1Y
1.
a3
7yi
gM@sai
s .,
er
B
ea '
f'
s
C'"`
ad'
s
@
6
ESBp .
s
gAar?
F
ze
6
aC
Y
b.`.
Y
@
ar.
p_
B• ]
9J"
pp
p
i "
t '
9
g'
5
9 ^
r'
6
gga
x?
g"
g " •
s
Diz''
a
i'
r6e'
i "
E2
aa
gyRA
5a
Ikw
rye
de
oma
a ,
aeai .
8.+
f"p
8
ye•
a
i
ti
Lea
p ®
h
a"
5
t
tg
X "
eYl'
e`
i
at
ayJ «
s.
Y•
ar
fie'
babe °
a
61
att@
4f
SxS .,
bsx ?
7
ggR
i
abt:
w
hA
ER
y9y$
ebt
D
e _
0ne
g
xd
a
AW
d
j
iZ
iA
C
EE
aeX
Rf"
ra
Yb
9«
q
f :::
3xk:
L ';
age
n?
y
t'•"•
ay" '._
z
e
E
B
e
5
a
88
gp
e'e_
i:
Ts1l
8
t '
iAi.,
war
ttti
F°
r
b«
a'
Xe
8. ,,
R
z
CAKE
d0v;
n
i1pa
a"
tl^
0a
0819,°
a
aY
8xC•
k
ai
L
t'
Eg
bazp
ate
t
as•
a
aa
F
pMe?
3a
it
aTB
B
i'
ac'
P'
e
C'
f
8gre
dad
w
u-'
ib,
9'« ``<
aE«
Q
all
i «
8'"
LZB
t
a>!' :
8Q <
i:
s
E . .
eo€
SLA+?°
eti
atlEa
BoiBe
Y«
ti
a
Y.'
hi
ag ,
y9
a
a LJ
ph
y
g
tea
d
3Y0jig ?
0
k+
7,
SW
t
p
F
N-
a
D
D:
0YY
qY@
BYa
y
X
64
al '
0
0
5p
7k
eP•'$
p
DDB
ERS
D0
D,
9
S
ki0
x2-
Ikh
g
7
0j
00 •
0d¢'
g
0
76
FIt
S
r,
5
E
je
y
LL
sdD
spy
g3CD
D
3$
qp
a'
ssr
8f
a
a
9$ ¢
i '
D@
i
e.
you
pK _
I
sk" '
e
g'
K
Js
9"
s
8
9
5ta
x
i " <
s
i'
s
2`
0:
@,
si4.
J
a
e
s
1
e
qs
s »•
a
@
a
k,
ti@A
tt
f
6.....
f... :
2A
6 ...
x
F
a _
k._._. € $
F.
rxp
1,
se
ill
a .
wd
1:
d
1
0--
davla-
z
ezl
W9-
069(
196) :
XVJ
1`
009-
069(
Z56)
IN011d
Lni-
O"
6i
6"-
890955
NW'
1NnOM3SON '
1S3M
133NLS
NL091
5091
U"
g
NW
7rVSWa '
0Z1
nr1S'
Zt•'
08
Ito'
M
MgZ -
i+
1b0S3NNIN
J0
AIISIMAINII
m
z
J
u
Z
Sdol3mnS /
Sa33NION3 /
S83NNVId
9NISVfld '
8J1(
10tI
7t1YH '
SSB33Y
811S '
NV'
Id
1(
S?
lYN3A4
Nr
r41
Ir.
Mq
r41
rrg6
Q
O (
n
U
tU
O
I'
I •
S
1
Ua '
w
010
ywd
Wru,
1
RMR
r
Q
U
O\
s
O•'
O
N
wo,
1-
41
Cur
uopawdr.
yaup
V10S3NNIW'
1NlWW3502!
d'
N
W
Q`
Rw
irpun
to
rw
R0
praCUC
p
fY
U
M
UW ;; ' '
OI1,
MdO
OHIHIN
XHVd
OJOM
a>`
o .
gtJ
R
ro
4p
MEMO
rr
vs
w
i
3
by
13
4'
y
Ir
jil.
4mv,
AV
LL
f
ILi
11.
1
L
4
2
LI!
i
t.
F
J
i
LL
q
I
u
i
S
1
lot,
son
Emomwo
J
41t....
OWN
Y1W1iov
qv
ti
u
am-
o
r
X•.
on
LL
CI.
44
air,
r
f
171 ,
A
Aw
u
19A.
AFS
mUAirnl
18
ii
jII
4t.
rRoom
an
40kild
0
M40.
1
to,
ia '' $!
r
V+
10)
1lII
pIV9dd1
l
z
n
o
r
uj
0
o
SOI
9
f
rr
V9
LLJ
7
IN
I
ii
r
6B
9
VD >
W
dI
fl
0
I(
yrs\\ `
1;'
v
iC ,
f
I
o'
b
B. ......
i...# `. `. \ $
jirp
C
Z
a1
1D
pi
j
t' ....•
i
C`,\\
1, .; "' . \``,
l
E
J1
ia
1.
19u
ri ` ,
I },
ti.;
J.
1R..
J
c
11W,
1W
9
1
tri •
yy'1 `
Y
a
g`\
p
o $ ...
i
N' '
r
a/// ;
5 ''
K . ....
I...
F .
y '
j11/
L-`
j,
zW
zo
o
t/
t_ ,.
r. '
1
VA
I
y.
Ir*
r1' ; . +
j :. !
o
zva
ab
y\
t
f
t
l
t `
1I
A°
f'
rrO
i
1
I
TL
2
O
i
4
1 `___--_-
1
Y•
tr
iF±
d
i^
y/
ai
r1pa.
1
a.`
I
ZIn
s
li
g ,
wq„"
1
gy
rtl
3' `
i
W .!
g'
r
pep-
e
t
Y
9>
i
iql
Ci
xi '
7
t:
i
TV `
z < <
II
a ,
1
I {
b
e'' .
5'
d$
t
I
F :
7
S
Si .
a• "
we
oz
a
4re
rd.
i..
1... .
i.
drr.
wi..
n.../
zz _
L _
z
a
1
WF
F
a-
AF
C-
i
I!.
10
l0
t -
d
Vl -
f9
oN
6r"
p
Mo
6609-
99090
NW '
1NnOV11350N '
10%
133NIS
H1091
409L
bra9-
069(
M)
xve
1'
409-
069(
196) !
3NOHd
vsOSZNDM
JO
AMSMAINfl
z
LN39
NN'
3n
N"
nB '
0Z1
US '
D'
aa"
A10
A
0056
HOA
SMJAws /
S833NION3 /
S83NNdld
TIIl
10
J_ <
v °
o
rut
ro
rrol
ryt
w
wruleu
U
p
W
ct
1l
1`'
vP-
P1trV••
l
d
Prrunl
AMP
Ar
Q
111
a
YIv
IYO
v
ll1
YIIO
w
I,
xm
m1
O/
R
6
N
N
0
N
N
V
I •
NI.
I)°
yl
Pu°
uehNardM
laorl°
0.'
Aw
rpun
x
rw
Aq
puoer
TTpt
f
V1053
NTNITW
r1TNf10W35v0Nt
p
p.'
U
0
ro•
11041/"—
Aap.
q
OLL
1t
HZCIO
DKININ
XH
Y
d
9-
IOW
1
a-
wore
rw1
roar
Aiu,
n
Agrrry
cK
x
Awa
04
z
O.
t04OZORSInrl.
O
ZqF
sE+
E $
W
pa
MAU
O
m
WEE
F
c''
yo,
p•
EE
W
p•
a /*
I
F
4
V2
61;
19
d
46F
p,
NE
W
E•
a
PO
n
Pwa
6 .
i0
Ucv
Q ]
a
in
z
1ro
I
ofz..
Ou
OWo ,
t•+
E
V
y
AW
t3
c
A
j1
W
W
W
O
U
ZEROO
I
N
m
MPOW
I
oda
p
W
f
AA
cv
m0
V]
t/
7U
i0
V
tE2ztz. >-
xai3
too
x
z
w
x..
4in
ai
dc
h
4coi
iio90
a.
A0
u
ms
t
a
r
18Z-.
i5
088'
191
3
a•^' ,:
C,
s4..",,,,•+'-
t.".
r.
Ci%'.
ifs`
G
G, /} `
ei
QC'
s'.;. ,(/ `'—
o %
zsrav
ry
i
i
fil..•
it_
r_.
C:.
a
i,
f,.,•
R
S33N1
L6)
53381
99)
t03381
l9
S338L
l
i/ '
f
1.
3SY
z
35YHd
Zvi !• -
f:
r.
ut
tis4t
j
Z
a
t$
t
2
I
I
Qi"
VIW—__—
d
a
s. ,.
at
e
i,,
r
Z
Z
j¢
j'¢,
y
t
C'+
1
h §§
4t
l
J
G
W,
fn
N..
x
y°
Lt _
I
7
e
QQ
Yf-
r
raww.
m
n
xa,
w ,.
nwl }
ktn+
k'
aK,
v..
a
a+
yya*
R.
m,
x:
s
e.«,.,«.
W
Ul
a°
I
uuv.
a
rtY
t
o,
00u
iLu},
b
r•
S !
lwltsa
n.,,
uoo
w
r
K
Ld
1
tt,
Z
LA
Q
7-,
1 _
r. '
vl *
f
6 .
nx..
s*
r*
ro„
tr".
M
1
1
I
I
Q
7 ,
r/.
I '
31Se .
k
P:. ,
a
1
1
r`
ar
t3 .
a.
g
J
r
i
mac¢
d
v .«, } ,
1+
Y:
SY3
b
l
rr.
8
i',„+.
ar,. '
S
Pp(/%'
L]
s.
F
r .
G'.-
ry
t
ai•
m
tt7
1ic
I
I
a.
Y-
s.
of .
I
qi
I
a_
It
0
r
M
NIA"
on
r
d
SIE
aq'
I
La _
W `. .;
r ,,,`.,,,,,,
X ,
t.„
CSN
Y
o . ..;^
v'
l
s
a
ty,
s"-'
P
rte"-.
1.
t
1
4t
n
000_
r
Q
7
2
za
Lu
i
POTENTIALrip"
Tl1RE
BOULDER
R# ,
9
r----
Ld
i
w
Q
Q
m
ta
a '}
Q
ltP:
w
1
N}
w _
6
win
N.
s
ages
tr
M
IW.
uT°,
d
m .
a9
III-'
Wb
r
f
c.+.
t,;,
tnn;
171 ;
t„
r•''
rr:;.
a" .
SII
I(
MI
r
i
n ..
O
T:
I
I {.
It8'
r
LOZ
S
Loz
j
7
9
it—
h
1f
F
r': '
S'
f
fr
f '" '+
i
5
I
3
f
1
11
R
L
J
I
L
L
J
r----
t------- ---------- --
r—
1511
HLStrI
jl
r
I
a
133HIS
H19*
1
I
Zi
v
S
L
I
H1Yd
wvoc:
an
r.
ln /
1
n -
Mo•
wv
a-.+
nNln-
cm/
W9-
069V96) '
XV!
4409-
069(
296)
G3NOHd
Z&
iL"'
oN'
ea
n-
atop
6609-
99056
NW '
1NnoW3SON '
1S3M
13381S
H1091
909L
VIOSZMHI
E90
AMSHaAlNn
o
LffSS
NN
31rpsddn8
bZLS '
Z4
IS
110 '
M
00SZ
l
ond.
4I1
q
uonmW{
de
m
7vrdzy
p
o
s
C"
Sa0A3AafS /
S833N19N3 /
S83NNVld
U
EVcs
o
ND-
v--
jod
pw»
n
fop
Vd
J [?
H
n
Kcw
npunau•
qp{
axd,
e
V1053NNIW '
1NnOW350N
C
aYuiH
L
SO
DM
HOIIVZ151d0
ONMW
x2dd
9.
10w
1
9
CL.
M
CIrE[yji
fE
M
oRo((
Ur'{
o
c,pa°
Wy
PRO
IA,
pop
xl
LGA
yo
E+
Eb
W
O
pgoxo
y
E_
4
HmaWUe
a
X
0]
z
WCV
fa,
F
y .
7
aat
r''
c
R11
H
Ed
4
vii
ani
d
4
to
C
1,
QqPr
f,{.
q
8
L)
8
wo
Cd
m
Ur71
t1.
x
wr
o
I
so
HE)
d®(+
7i
fi4
y
Q
F
U
Y
Q
U
to
Sloh
A
hQ
la0
w
log
e'
c71
a5
I
OX
al
R.-
48 [
V
of
O
E
M
U
a(
9
C1
0
U
a
VJ
EM
a
E-.
at
y
C
a
M,.
r
h
a
ai-
a
s
a>^
ami
9ao
c
a,
Z
y
wF
apt
Z
Isl4rr
z — '
tan
mmma
mama*
a`
z
a
Z
rR
N
Z
ZN
m`"
IaP-
Z
a
nvt ?
Nd*
Z
F
W
O
N
ZZM
zZv
w
a
I
Lu
LLJa
o
g
w
W
d ,
Ln3
w
w
H
N
a
F—
W
w
f;
r
CG
s'
N
Z
0
CL
4
o
a
M
t
41
i
uyi
a
4.
a
0
w
m
a
F1~
7
O
oy
ao•
1 <
T
L
u1
j
t
O
W
W
z
x
2
u
7
V)
al
b:
a
u13
W
Q
J4
W
Qm^
1
w
n
Z
EnO
r
p
C)
a
ZCAas
mam,.
u
m
N
m
p"
y
v`.ti
a¢
O
Z
W
tib
i."
I ..
1:
m
LAJ
mN
FF
moi"
41,
A
nC
m
U'
Z.
Z
m
m
wa
OZW
ZZCO
mN
w.-
a
ZW
baa
as
is
K`
F-(
D
arn
ao
x
a.
n
ZZN,.
Q
a
m
mai
r
mn
2
m
m
n
y
e
Z
Z(
D
p
z
L,
1
aS 'a
Q
to
m
Z
r
POTEI
11AL
FUTURE
BOULDER
Z <
a
mn
ZZ
am
zLon
am
I
O?
W
w
0
w
mh
W '
2
V)
a
s
a
MDQ
ya
w
0>-
i.
W
IF
p2
1.
r
of> _
m-
Oma
C
qQ
iy
N
F-(
9
M
OZ
N•,.
Owa ?°
LLJ
rn
W..'_
i,.
N
W
41*
4
lia
a
p"
u
U
It
Or,
k
Rp19,
E
LLJ
rte
r
M
D
y1!
3A
inl
sVltl9K
o'
r
dS3M-
J3H!!
1S
HLSf4)- \ %
4
Hid ,.,
w
I
y
4,
M«
e
s
fw
w.
W {
y.
J .:
RLVEI -
4
i
171
w '
r _
w , ./
arfy4 .
tits-
069(
ZG6) '
XY!
W9-
069(
Z96) '
3NOIW --
GtOfZ-^
N
6•
a•
n
4009-
89059
NW'
IM0W3Soa'
ISM
133MLS
H1099
9091
a
dsosammw
do
x11suamxa
Y
a
Gccss
rm
ot!
nn5'
z*
as
u.
M
oosz
oil
m \
z
ZTIMCq
SNOA30nS /
S833NION3 /
S83NNVld
41
1^•• :
VI "'":..°
n'
8'
3
W
yp
M
W(
1(
p
W(
y(
W ^
11y
ry
q/
1 }
p
z3
o
0i
v °
o
S
puq•••
told
p••
wan
Arne
o
111
ld'
RIOYIih/
i11mms
7 /
1NOlRY1
a#
NVhYllll
m
asn
Qu/
lU°
m
a
S
o
O
N
n
3A,
t
I
III
w^
11^
41
nw
wnw4
P
did
w
V
N
M
Aw,•
ou^^•
w
AQ
o•^
d•,
e
Y1053NNIW'
1NOOW3
OH
p
0.
a
u01d.
1"^
a."
wlmwra.
e+
r
IVI
1041
Alll.
s0
A"••
U
I
N011VU&
10
DNININ }
Riva
a
aY
n
x
w
crcr
cr
z
rN
xo <
No
WSW
MOO
6 "
p
SIX
m
atlz
M
o
i
e
X
s
X
s
OPS
DO
9%
my
5
t •°
l
v
p
L
w
v,
a
o
t<
Q
I
z
o
x
U
0
1
g
i
r
a
Q
wI
o
Mm
vao
v
t
z
o-
0
0<
x
a
w
z < <`
0olq
oil10
ION
o
s
xNxyQosl=
za
U
C
Ww
4
pa
U
j
o
W
ey
a <
w
a
oo
d'
CBw1[.
N1
Fp"]
N
qqj
f®
rl
q
Gvl<{
HR..
H
Z
NOS
On<
V1
V1..
7
Q
4a.
its
i'
10
S• .
I
Oo
vje
o
14
10
o
to
I
byJoQ
o
b )
Q•
1
t
Q
9i
YS0J677
g
y
z
to
IF
a
5
yy(
c
I
I
CrCiti
to
E100
INN
5
1
o•
7'
y
CINS
S
m
W
kpa
H
K
Z
iy
zw .
J..
r'
m
POTENT
FUTU _
B
LQ
RR,-'
1•
g ,
SS
P
m
y.
i
Tel
VI
4., ®
If
y=
1YYY
try,
d
O
a
a '^'
t'-
S.
rc
a
0000A
I<
rte-^-
I
j; /
i'
t / /
O¢
a •
n /
ri
f ', '
1 III
rf_
44w
Z
s"
I
0
k,
I %
L
p
III -.
I.'
Is
l
AViK'
Fil
k•
a %
h
m
A
i::^'
I
qf.
177tlLS
NL91'*
z
e6•.
F--
7--
fi
19111
1
11..
r
I •
j
j'"
AILYat
WIf,
9f1Y - {{ ( ,.
FLLVd
11
9'/
L____
I_
J__=”'=:'
i
k ~
j
SC.'.
i.
w...
a
et1
a,{ .._
Id
n' '
I / /' ' / '.- •_-.--__
J
I ^'
r
I
j
n ^";
i '
4
I
r_`'
J ,\' .;.
1
Y
JITIJ
mil --
f ,}
tt '
e'
i
i/
i
1I
I---
r- " ^- ,
i••,*.,"„'„,:
ga'
Xww" ".
Y,
T.
I•
I
I
e^....,
r
1^.
1
r .,"
t
I" '
1
r.
1-
4 ,
1
I
WdG
OSIOL
10
l -
9
Wg-
069(
M)
VA "
09-
068(
M)
3N0IId —>
aZOiL"
ON'
6
n°
o
6009-
99099
Nw'
LNf10M13SON '
1S3N
13381S
N1091
9091
M99
NN
7TY-
9
a '
OZL
AVIS'
Zt'
aa
v3'
M
0092
f!
0!
mn
z
L
z
SNO,
l3Ad(
1S /
S83300 /
S83NNald
1 °„
ams
31/
8z/
yz
RSVHd
9M1dIN
ASID
z , °
v
1
o
eyl!°•.
el
41
w•
uleu
W(
J
1
1q
M
1
t
I(
1!
1!
y
1INM
1r7/
1W
1I
t
ytttl
y]
1
q(
y1
W/
tW
1f1
U
Q
O
N
moiLi
U
N
a
SaU!
i
p4°
lee°
le
d
f..
we
l
1 °
iti
IU
NIIYII/
U
i1d
1UdS
ltVY71R17
Wll
OWN
dDll!
1M/
111OOY1t
Q
o--
5
Q
N
M
1
1°
41
We
u°
Nyu•
dn,
laup
W
U
O
Fw
wnun
w°
w
FQ
wwNie
V1AS3NNIW °
1Nf10W3SON
p
fY
d
uob
4V1
041
IIb;
IF,
w.»
4
NOMMIM0
DNIHIIK }
I
d
aaowf1
yyyy
777
IX
sumo
A
yJ[
Cµ
q
71q
0
4o`
pn1
da
o0
a
y
YI
o
1a
xosu
z °
phzw,
Ell
zygk
oh
a $
I
e
l
a
ailils
o
1
Pp ,
4
z$
6666W
oFX
s
gN
CQ
R $
I '
y
V}
R
yy
n
d
W
o
fn
d°
Vl ..<
a
y
O
x
o
l
1a
I
1
of
tl
it
yi
o
9
IU
ar6'
3
0
Mh
a
2
Oy
c Igo
X
EpgeC ,.]( {(.(.
7
yy
p{
zq
F
n7
O
poi (
q
yq
1 Y.{i?
o
xq
i
0
M
OE
N<
F
PGV
H74m
P.
t<
c)
vm
rim <
F
Q09 !
WO -
6
l+
d
4
I
V)
t
r.__..
d- `
W
m
Z
W
C
Q
U (
1...
i
Q
n
N
Ifry
n
L_
L_
n
9Z6
Q
0
O
O
V
11!<
Nr7
w
JJ
r
N
NN
U)
o
d-
N
000
Q
cn
j/
1r
ov
r
CD
ULi
0
W
C)QQ
Ln0
Ln
m
f
C
o
m
CN
DD
oQD
1,-
Ile,
CD
Ld
d
Vi
9
i
AA
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
II
r •, A
MY
IML ML.
Iv
I
Aw-
II
iw
AA a
i
c
A11111111 No Mill NIIINIF ItiFp
111iiilliii; '! it % iii IIiIIH;11 f•i
Mif IM::N (;INIr I INIi`dNil Ni1i
1 U11IM1111% OEM% ?'A ANM11'1111 III IAP'. IIApIIIIII L'1/IIhFJl ill '
R
j%,!: "• i;
sit fit•
41!4.46
YY
r
AEROACOUSTIC`S ENf1NEE !NG Q l..
8014 Olson Highway / #210
Minneapolis, Minnesota 55427-4712; Unite:i States of America
Time Zone: -0600 UTC/GMT; Central ;USA)
elephone: 763-355-2030
Web Site: www.aecnonoise.com
file:Cover Site Test&Summary.doc
mum
f
f
3tf
r ,
r
cna)
O
CNto
Aff
CD
a
a -
O
I +,
r
4
i
LJ
fVQ
r
s
l
low
Air
te
t
y
p
P,4
WAII
x
Ja
n .
b_
r
a1M""
ter' ,' - ,.
1
1
d .-
T
Fk
7...
j'
it
I+
j
y,.
8.
b
r
d
e
a-
r
d..
max'
r
I
gTq.:..,:• ..
ers .
w
it
Y."
Ji
1
16
f
11f
a.
y
a
r
Vk
APO-
fit" {-•, .
1L"•>?f'.''
tom .
i ,
t"'+, '{*}
aye,
f`• .
r'
T
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
y
i
LL
x
t
ti
4
e
V
t
4
3
AEROACOUSTICS ENGINE EPIN „ ON `t!"_ A
8014 Olson Highway / #210
Minneapolis, Minnesota 55427-4712; Unitec States of Americ
Time Zone: -0600 UTC/GMT; Central (USA;
Web Site: www.aecnonoise.com
2815 37C?AcQusttG M4del.doC
J
II4
rY
Jnr
M
y
ii]
R
s
R
j
1
s
i
21,
1
Vii,
ij
yy
11
r, .•_
t
ti
r'
r'•}_ '{
fi
waw
1
1yll
10
1,
R
qp
t
i
r.'
ss.
K
E
GW
i
t
o..,...:.:
M ••..• _-..
I... .:
Y ..` ...
iii
J1
n
r
J
ry
t
N
r
f
j! •
fit
r -
0
GY .
r
V
t
t
V
J!
ui _'
n
N
N
N
N
f ( :
p
rP
R . .
n .
n '
T
1.
0
Ji
b•
y
pt /
e' .
u,.5
K •
l
N
N
N
rfr
Yr
VY
v .! ..
W. -
ti
q
p{
vi
y .
f
t
Ui
a '
it
LL'
i
Ui
V1
r
N
Kt
N
t •/',
Y_
Y.
y`
l^^'
T
i^
u5
v .
2
n
Yy
uN5
n
tN/1
u]
ti
S`
3
53
IU ..
W
iJ
L ,
A
U+
1
hi
r,
N
r!•
u•
If
J" .
fi .
n
yiAW'
r
L.
y
in'
Yf
r
y
Q :
j
co
or
n5.
4i
5.
1'
rn
It
m .. -. '.
w '
r ' }
r'
fc
u ,>- .
Nr+' ,
r]
u .
d'is .`
n
i•
n '
r
F
i
I.
Yr
gr5.'
r' ..
n' •,
i
u'
4
i .,
i .
n
i
U +^• _
F
f
t
a `° •`
Q ,
v
Z `
h
j
N
CE ;
li `
i
LOrN
a
14
v
t
r
i
Q
n /
1
cv ,
t3
ur
art-
r
IV
14
S
UJ
l•.
C,
O.
i
1f5
imil
Y"
1
M
1!
Y
O
L
54N
C
7 ,•
t
d ;
1a
V '
ilz
ri>
k
Ki ,
n '
tAI _.
1 '
O .
I
Q. + •}
aT
d •
I
d +
M' •
1' (. ...
n
ill
Afl
N
N)
5
i
qq
V•
Q
j"
f.
r' -
Y `! ?
4 -
S
P '
t .
w .
V
T .
f+
J'f ^..
1'
Yf
l^.
N
ff . ...
e
VS.
t ,•
t .
v
3'
7..
q -
5
4
5}
a:
U,
N
f, -.
fit[.
i
rr4i
if
N
a14
i
f
r
In
o
D
Z
ti
ift
t
Q
r
47
W
Q
Q
N
4
S .
r('
D
j
i
uO
Nj/ '?
i
O
1
Q
4
w,
4
1
q
F
1
gap
m
i•
C_ ...+
r-* ^^,.. {
O ,
Q .
K ,
Q
Q '
J
H
V .
Y_
t
7 .,
w•.
g''-
ryfi
x.-
Z:
C ^.
1.-
Fy
x11'
ll' ,.
Vr' ,\.
Q ?
Q
Y
5
5
T '
J ,
f
i .
i
i '
S
t '
a
Y (•
tC
Q .
8
f
5m
t
Qo0v
CO
11
M
p
O
m
J
O
C
T-
r
Ea
o
W
m
A
ow
UC)cc
In
rn
LLJU_
or
JU"
IV)
ul
gl
IW
75
ID
In
in
14
IV °
W
10
vi
e
10
i4l
Ell
Im
10
LOCD
VO
40
IV
pp
In
In
40
10
c,
I"
ir
o
InIA
ul1,
e
01
Wo
tiCF
Ir
4 '
zIIIrnjy
spy
1t
5uicns
C'
o
cr
c
LLJ
torl)
0 -
4
t
AEROACOUSTICS ENGINEERING CONSULTANTS, LLC.
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
file:Cover 2015 3-D Acoustic Model.doc
J
II
t•-__ .'.
lam
Not—
t+ .'.':
1Lr
r'
6''
G`:` •. - .• `'.
alt.
i
l
a
j
wy
yll
t
j •
lzw -
YYaa
I
41
1
f
1
ewf
p'
ti
L
a •
e'
a}
w
s .
1
fit
i
r
s
is
t`
c
t"
1+
r
Y
rcc'.. ,.
j
a
w
s
f. .'
11
Aie
WWOM
a•
i ,
1. !
f
yyjm
j
f •
l `
ij ,
rdidrl //.
t
r
jt
y
y
ra
r `,
d1
i
r"
K '.,,,
rp
f ; • ` ,:
t'
r1
V,
j
a,•
iii $.
y
t4
f
j
r'
i "
fir
i•
t
tl
w ..
y'
4} •) ( ,
i
l`
a
L
7
i
ttow
f...
h'.
i. ,,
1.
1 .
S`
4i•
N ,*
t
r
ay" `~\-
ay,•'
4'
r•
1
ti(
f
t '.
1
f • +
y
tee.
f
r, ,
j..:
i•
7
i
a • •. •
X51
v
1•
v *
Trs
t '•
to •
r•.
Ir
t,
j {
K•,
t
yy'•+
5,:.`
a
f
fit+" -
f'
Cz
Iva
I
l
1 /
a
j
A..
1 #
t
i
1
U,
r.
r
it
a •
l •
a • .,
A !
f
1
o
e
t
rr
a
h
r
1
i '
l°
y
ir,,
J,
1)
f•
lt `
t;.
ery;
1`
y,\.•
a,
l
t
i` '+
f.
I ,
L "-+,
S
t
t
r
3'
p ;.+
1
r,/,
e,
a
R4
yt'
t
r .
j„ {
I
4.,,,,
T• `
t•
y'
i
p
y
a`
v
1
lr„.,
y
r' '
r
n.
j14 '} '•,
k• - - ' --" ! \.
r'
y'
r.'.
R
i
R,
r.
t
11A
ffliliYY9i9i
t
1
a ,
t
IL.*
q14 .-
4t•
ae
r
1 +'• •._ -
llr.
a
t
r'!
1 ^ !'
l ,'
v
V
I
w. • •,
w~
t
l/ ,
L"`' '~~..•
T " ,`
r
1t. ".
kyr .
r °...' ,
t
PE
a
It
r
r
It
t
1 ! ^/+
t•
fi
willWW
P,,,•, -(#,
may,`
4
tSt'.
f-
r
t +`
t `,
til
t
Sr
t
J \• :•,
y"'
bF.
S`
T '
T
y` `
tz
r.
111,`
t
y
s
1ji
r.+
E"
jr<*
y,
r•
r,
T
C
r
f+;
rte`. , .
t(
it
n
p:
L"
a`>
1;
4
1
j€'
t1,
t, )`
f+oO_,:
Irl
f
1\• ,'
f4:.
y !"
rw' .°• '. .`
t,''
901
r
0'
d+
d1,
TT`•;
t
LSE
ii\
V
1i
t:•
rye}
Y•, ,
ai
r
v, :
w`,+
I+
tr. ®
I
o1' / '/
l.
C •
tt
jr'
i
a '
bra ,
114.,
1 ^ '+
t+
t,.'? )
i' •
l
1
4 •.
y )
t
r
1 /.
fir
r
y';,` ..
1 :.
f
LL
r
1
1
ti
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
ggregates1
TestR •int LocationsIT P2 ( 44" 44'20 70"N 93 62140"W
TP1 ( 44 43'56 20",N, 93" 6'57.10"W) rb
cr
ji
E.
7-
GOO ile-earth N
2015iie 3000 ft
t
t
l
i
ii ;. a, w.. i
4
i ,
F ,
7
4
i
i
Y
V
t
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
NOME &
1*9-1.D wig
oo
M IMPAIRMENT
LIABILITY
ANALYSIS
s + Iii a ..;'
a
R ` ..
i ittK..(,r• f ' •,
pro
F DOW ilk9
1
1
1
is w•i
PREDICTIVE
COMPUTER
yr ;. spy f
SIMULATIONS
ANALYSIS
Y
SERVICE"
AER®ACOUSTIC ENGINEERING CONSULTANTS, LLC
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
ti
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.
QC)o
70
I
i
a.O
ISI
O _O
LLo
o
E
N
J
J
r
cn
m
O
NLO11
N
a
x
0 (
0
czLL
0)
E
O
O
Q
i
Q (
B
CL
NY
J
to
Nai
QO
a-Q
O
J
O7t
m
a
o
E
M
LL
N
r
J
r
r
I .
oO
NN
C
O
O
O
I
Q
O
C
J
N
N
17W
C-
C'
7
i
0
W
i
i
V-
1
OoO
L
mp
O
m
0CD
00
CD
O
M
O
O
o
U
N
a_H
C (
0O
MO
C0M7N10Mf-
IO700NNNIDU)
M7
0
NNMNOMM
ON
oO
00
MM
d
CO
m
CO
f-
f-
l-
f-
co
CO
f-
f-
f-
l- (
O
LO
O
I
I
I-
Il-
I-
00
Il-
f-
f-
f-
co
I-
N
L (
MM
J
OQ
X '
I
10 '
1*:
V -
10mOOMN1=
1co00
LO
r-:
gr-
Nd'
I -
wwr-
c01-
V
f,-
mM
6
0)
O
O
M
M
M
N
fl- (
0
M (
0
M
0
P.-
f,- '
t
N
LO
M
0
Em
co
CO
0000 (
O
COti
tiOCOOOCOtiOOOOti1-
O00O0 "-
OCOCOCOOOti
LL
O
9
Q
Q
JrT
Lf)
O -
MCONf -.
N
O -
cONO
NNCOCO
d (
0mU)
77
000 (
OM
LO (
D
OO)
I
COMOIl_
Il_
000OOOU> (
OI -
OOI
fl- (
OOO1-
1-
M
J
LO
In
Ln
LO (
n
O (
0
0
LO
LO
O
Ln
to
In
LC)
Ln
Ln (
0
In
LO
U')
In
LO (
D
O
LO
O
U)
LO
LO
LO (
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
o
N0D
N
N
0
0
f
0
o0
Co
CM
M
O
Ln '
t
LO
M
CO
O)
fl-
0
0
CO
N
N
M '
t -
M - '
t
N
O
O
qt
a)
O
In
N
N
N -
Nt
It
N
N
O
LO
Li) '
t
N
7 "
t
N
N
N
N
N (`') -
O
M
a
E
0
LO '
t
N
O
O
O
N
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
It
M
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
LU
N
66
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
c-
a_
aa.
a-
aaaa_
0-
aaaaadn.
a.
a-
a.
aaaaaaaa-
aa_
a_
a_
d
00
CO (
O (
00lt
00r
00OLC)
q
tNLO =
0)
0) (
0
tMO1l-
000) (
OMt
O
00
N
N
N
O
O
L!)
O
M
N
7
N
O '
t
M
O
Lf) '
t
qt
Lf)
O
O
ON
M •- '
t
N
cq
v) "
t
0
00
00
O .--
NN (
0 (
Ofl-
CO
6)
OO04NtLO (
06)
0NNM -
tLO (
0f-
cOM -
co
O
O
O
O
0
0
0
0
0
0
0
0
0 - - - - -
N
N
N
N
N
N
N
N
N
N
M
N
0
0
66
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Um
E
r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Cn =
LL)
m
Lo
L()
Lo
Lo
Ln
LC)
Lf)
m
Lo
Ln
L()
Ln
U-)
L()
LC)
Lo
LL)
Lf)
L()
Ln
Ln
LC)
Lo
L()
Lo
Lo
Lo
Lo
L()
Lf)
Lf)
U
0
0
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
M
c
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
00
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
NO
m
c
E
O
C
m
6
W
Cn +
J .- . . .- .. ..
t .. .. .. . . .. .- . .-
C
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
Q
Z
E - -_
maimmaimmma
ma
a
mma
mma
a
ma
ma
maiaia
aim
O
Q
Q
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
W>
w>
W>
W>
W>
W>
W>
W>
W>
W>
W>
M
rdF-CU
C
MLOM [
f- (
0m00flM
CONO '
IT
f-
001000a)
MLOCDP-
00m7N ',
I:
LnMOIn
4
Ln
CD (
D
00
Ln
Ln
r-
co
Ln
LO
ti
00
In
O
co
P-
CD
ti
O
r-
ti
6
11-
C.
0
r-
O
0
J
Q
X '
It (
DCOM000
0 (
Or (
DNrf-- '
ITww
M (
DN (
OOI,
Or (
DN00000NO
m
m
Mf
Of
InNNN04
0000tf»
r (
DIl—
LoCn
O
Nf (
D - '
tCO (
nlnLOU.)
00
E
ECO
CO
CO
CD
O (
D
CD
CD (
D
0
0
O
O
CD
00
CD
co
r-
O
O
O
ti
0
co (
D
O
O
0 (
O
CO
O
CD (
D
CD
O
LL -
a
m
QJa'
CD00 (
nNNrNNMC000m
N0
IDNOOCD7LnLPO -
Ln
10
NrOMO
JN
m
Ln (
O
c-
CO
N (
n
Ln (
n
ti
CO
r--
CD
CO
00
m
I-
O
0 '
t
fl-
m
CD
N
00
00
0
fl-
CD
CD
0
LO
O
Ln
Lf)
Ln (
O
In
U)
Ln
Ln
Ln
Ln
Ln
Ln
U7
Ln
Ln (
D
Ln
Ln (
D
Ln
Ln
Ln
Un
Ln
Ln
Ln
Ln
In
Ln
Ln
Ln
Ln
Ln
Ln (
D
O
0
0
0
0
0
0
0
0
0
0
0
Cl
Cl
0
0
0
0
0
Cl
0
0
0
0
0
cc
0
0
0
0
0
0
0
0
0
N
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
OoO
M
r-
0
O
LO
M
Ln
Mrl_
O
N
m
Lf)
It
Ln
It
It
M
CO
r '
t
O
00 (
D
M
M
I-
O
Ln
CO
N
O
N
N
O
N
r
r
r
O
M
r
r
N
r
r
C`')
r
r
N
N
r
t
r
N
N
r
O
r
L
n
dT
M
V
r
LO
a
E
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
r
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cl
0
Cl
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LLJ
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
aa
aada-
CLCLaa.
Mma.
afZdaaaaaCLILa-
mrlaaCL
N
r
00
0
rl-
M
CD
LO
LO
M "
t
W
LO
N
N
CD — (
0
CO
N
Ln
0
0 '
t
O
f-
CD
LO
LO
I'- (
D
N
r
00
rLnITMMr0
TLOLOLOLOLONC)
LnrLn0U)
MMLnqzl-
MLnNtItON
MM4LnCDf
t--
000O0
c
6
Ln (
or--
t (
o (
o
oOCOO)
ONMMLn (
Of--
OO
C'
M
M
M
M
M
M
M
MMM -
t '
IT
t
0
U')
LO
LO
Lq
LO
LO
U')
Ln
0
0
0
0
0
0
0
r
r
t
N
O
O
O
O
O
O
O
66
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
r
r
r
r
r
r
r
r
r
3
m
E - - - - - - - - - - - - - - - - -
rrrrrrrrrrrrrrrrrr
V -
Ln
Ln
Lo
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Lo
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Lo
Ln
Lo
Ln
Ln
Ln
Ln
Lo
Ln
Lo
Ln
Ln
Ft
r
r
r
r
r
r
r
r
r
r
r - - - - - - - - - - - - -
C)
rrrrrrrrrrrrU
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
NN
N
N
N
N
N
N
N
N
N
N
N
N
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
rrrrTrrrrrr
rrrrr
rrrrrrrrrrrrrO
E
E
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
Q
Z
a)
a)
a
a
mma)
a)
a
a
mmma)
a
a)
a
a
a
a)
a
ma
mma)
a
a)
a)
ma
a
a)
ma)
r
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
Tn.
C
MCl?
MNLqON "
I*
lnMC0O9C000C01
M
MNMO)
ln7CpM7mLgmOOIt-
1Tw
flr-
LOCOCOfl- (
OLOWco (.
0COCOL()
I-
LOLnOMMLOCONtCOON
O
N0000
N
LL
V
It
lzt
V
ItIt
It
V '
tqtItq
t '
tNtq
t '
t
It
V '
IT '
IT
qqqt
V
LO ;
TIgIqLflV
t
c
Q
0Q
X
LO
N
r
L()
T
O
C7O (
O
g
m
ti
T
0
M
CO
r
r
CO
O
N
00
Ln
r
C.
O
0
00
M
N
Cl
W
C:
O
0
M (
Df
T0pMM
Lf'
O
Ln00LnCpOO '
tLo :
0
o0O0M0000NT ,
t "
T
mm
OO
O
mCOCOCOCDCOCOCOCOtf)
I
COCOCOCOI
C000C9COC9COI
I
000OCOCOI-
f
COCOCOC0001-
M
QI
CSLf)
O00MO -'
f7NCOMOM1*
LOM000N9M10Nm
0? ,
T
T00
J0mr000r-
COIt (
0r-
Ln "
T
I,-
COO1,-
tiOr-
MMr- -
tiOr- (
OMMtiO0000
Ln
Lf)
U')
Ln
CC)
U')
Lf)
Ln
LO
CO
U7
W
LO
LO
W
Lf)
LO
Ln
LO
U')
LO
Lf) (
O
Lf)
CO
CC)
Ln (
0
CO
LO
Lf)
LC)
O
LO
LO
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LVO
C7CLUOOO
t
OOO
TMMOL[)
OOOOrl-
NMtt00OTO00It
000OMOOOU')
a)
T
co
r
L()
T "
T
co
T
T
N
N
T
T
T
T
N
T
T
O '
t
T
O
LO
T
T
N
M
T
M
M
M
N
N
Q
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N
O
0
0
0
0
0
0
0
0
0
0
0
0
0
p =
O
O
O ..
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
L1J
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
n
aaaaa.
aaaaaaaaaCLaaammmaa.
aaammdaadda
W
OCOMrmf
M0WM
tmr-
mM (
0OW (
O (
OOT
U)
M (
00 ,
T
Mrl-
W
0)
O
MLf)
OOTNCM '
IT
Ln ;
tMNTOqtLnMOTTgLfl
tNO (
NOOLOC)
MNTNO
flr-
CbOOTCtLo (
0000)
NNLOMNLO00N "
tU)
0)
OTNNCOO1'-
000*)
O
T
r
T
T
T
7
N
N
N
N
N
N
N
M
M
M
M
rt
qq
LO
LO
LO
LO
LC)
LC)
O
O
O
O
O
O
O
O
O
T
r
T
T
T
T
T
T
r
T
T
T
T
TT
O
O
O
O
O
O
O
O
O
NETTT
TTTTTTTT
In
In - -
In - - - -
In
In -
In - - -
In - -
In
In
T
T
T
T
r
T
T
T
T
r
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
U
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
C
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
cM
c
o
M
CM
co
co
co
CM
co
O
O
O
O
O
O
O
O
O
O
O
O
O
O
cc
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
T
T
T
T
T
T
T
T
T
T
r
T
T
T
T
TT
T
T
T
T
r
T
T
T
T
T
T
T
T
T
T
T
T
r
T
T
T
T
T
T
T !
T
T
T
T
T
T
T
T
T
T
T
NrO
N
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
Q
Z
N
N (
U
O
N
N
N
N
0) (
V
N
N
O
N
N
N
N
O
O
O
O
O
N
N
N
O
O
7
7
7
7
7
7
O
O
O
O
O
O
O
O
O
O
r
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W (
n (
n (
n
fn
fn (
n
f) (
n
U) (
n
rN
cNNNCX)
I
rrOpMNN00NOMMrQ) (
Df
p)
OLn00f
CDOOpf
MNNO)
o0
r-
r-
O
coo
f-
CA
ti
ti
ti
0
ti
N
d'
f-
00
r-
00
r-
r- '
t
LO
O
o
ti
r- (
D
m
0
LO
Ln
Lo
m
0
LO Itd'
ItLiLo
ItIqItItItqq
ItItItLo
It
ItItItqqlzt
V '
t
IT
V
IIt
V
It
J
LTQ
X
U)
d'
r-
00
N
00
N (
D
I-
00
00
r-
M
fl-
V
fl-
M
M
V
V
0
00
M
00
W
It
a, (
D
r
CO (
D
r
It
NOMMNCOCDtDM0r- - -
d'
NLOMMf- '
tOI-
LnNNNNr-
00LOLO '
t
O
Em
OCDC0 (.
0r-
OCOOr-
O (
D (
DOOO (
DOOr- (
DOOCDCDOO (
DO0000
6
Q
0
J LL '
O
NOrLn00pprOCDMtnrrNN00000CDOOLONNrNN00r (
DOOM00rLn
NCOmLOOCD
000fl-
OCD,
9OO
I-
InOMLo -
CDr00
Lo
Lo
Lor-
Or-
00000
JLo
Lo
Ln
Ln (
D
U)
0
U
U')
Lo (
D (
O
Lo (
O
Lo
Lo
Lo
Ln (
O
Lo
Lo
Lo (
D
Lo
U')
Lo
Lo
0
U)
LO
Lo
Lo
Ln
Lo (
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L0
C7co '
o
co00 (
ON06)
rrd
0000Mf-
00LOOtOO)
OOf-
NO
LOO
N
Orr
OMP')
MNr (
hNNNNNrMrMMNNONrrrOMrrNco
cn
Q
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9:
9
0
0
0
LU
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
U)
Ln '
It
NLr)
rOO (
p
tMctC)
f
OOO (
DM
Rt
000
r-
0)
0
LO
LO
O)
YNLr)
NN0
c
SMO
LO '
It '
tLO
OOOItNM
r
N
N
LO
r
Ln
Nl-
M
M
7
Lo
Ct
LO
LO
LO
LO
LO
N
Or
0
0 -
NNctLoCD0)
0NNMRtLO (
OI-
Co0)-
Ce)
MqT
Lr) (
Df-
f-
000OOOe-
NLO (
Df
r — —
r
r
r
r
r
N
N
N
N
N
N
N
N
N
N
M
M
M
M
M
M
M
M
M
M
M "
t "
t
ct "
t "
t "
T
co
N
O
O
OO
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
ME
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r —
r-
r
V (
n :«+
LoLoLOLOLoLOLoLoLOLoLc)
LoLoLoLoLoLOLoLoLoLoLoLoLoLnLoLoLoLoU)
LoLoLoLoLo
4
c-
r
a-
a-
r
r
r
r
r
e-
r
r- -
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
U
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
c
MMC'
7MMM (
hM ('
7MMMMMC7MMMMMMMMMMMMMMMMMMMM
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
NV-0
NE -
a -
o -
o -
o -
o -
a -
oa -
a -
o -
o -
c -
o -
o -
o -
0 - _
0 -
0 -
0 -
0 _
0 _
0 -
0 -
0 _
0a -
0 -
0 _
0a -
a -
a _
0
ca
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
cc
c
c
c
c
c
c
c
c
c
c
c
c
c
o
o
O
o
o
o
o
o
o
o
0
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
Td
C
f
CN! (
000C
Mf-
Ot-
NCOTN "
tNtnItOCOMMM (
NLOLON
U')
Ci (
0M0101l-
10
r-
0
LP) (.
0
C0
r-
It ,
t - (
0
I-
CO
ti
r-
m
P.-
00
f-
N
I-
C0
tiLO
It '
t
Nt
O
C0
r-
r- (
0
Ln
00
C0
It (
0 (
0
00
00
LL -
0
It
It
J
0)Q
X
00000M (
0NC0O1-
OT '
t (
0Co (
oO)
TNG01
tf>
N -
U)
TOc000
001-
TO
NGO
ca
C0
r-
LOCO
O
Nr- (
OT '
t
inIn "
tLOr-
W -
00MM
tf)
O
U)
COILol
0c00
p
E (
0 (.
OI,- (
0 (
0 (
01- (
O (
O (
O (
O (
0 (
0 (
0 (
O (
0 (
0 (
0 (
0 (
0 (
0 (
0 (
0 (
0 (
0 (
0 (
0
fl- (
0 (
0 (
O (
O (
0to
M
Q
0
J0"
NO) (
0001-
D100Ta)
00
1f)
ONNI--
COLgL)
0$
g0Of
TNC
CO
a)
MO
J
m
c0
c0
0 '
o "
4'
O
C0
N
c0
c0 " (
O
r-
I'-
Ln
Ln
r
I
CO
CO
f (
0
d
CO
Ln
1
T
00
00
CO
0
Ln
Ln (
O
Ln
LA (
0
Ln
LA
LA
LC)
L[)
Ln
Ln
Ln
Ln
LA
Ln (
0
Ln
Ln
Ln
Ln
LA
LA
LA
Ln
Ln (
O
Ln (
O
Ln
Ln
Ln
Ln
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
C
O0
U')
0 "
t
co0
t000 (
D
CO0000Lo0
0O00OOOO
TMMO1n00O0
a)
0 -
MNNCO
T (
MTNNTOTM ('
M ('
MMTMTMTMTMMTTNNTTTMM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
TT
Co
C0NLOn0
01- (
OLOLOr- (
ON -
MC)
COMTMf-
M0 (
0M
00f-
MM
c
Cf)
TL000AMM (
f)
tM ,
TT0N
tzl-
ONMCf)
OOTNM
LO
tMNTOV
C0
O
0 -
V
V (
0 (
0f'-
COCOM0NMMCAC0f-
00CD1--
00MO
V
Lb (
0000NN (
A
It
Ln
LA
LA
Ln
Ln
In
Ln
Ln
CA
0
0
0
0
0
0
0
T
T
T
T
T
T
T
T
N
N
N
N
N
N
N
M
M
M
L
N
O
O
O
O
O
O
O
O
OO
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
ME - - - - - - - - - - -
T - - - - - - - - - - -
T
T
T
T
T
T
T
T
T
T
T
T
Ln
Ln
Lo
LA
Ln
Ln
Ln
Ln
LA
Ln
0
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
Ln
L!')
Ln
Ln
LA
Ln
LA
Ln
Ln
Ln
Ln
LA
4
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
U
00000000000000000000000000000000000
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
c
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
IR
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
r'
T
T
T
T
T
T
T
T
T
T
T
T
T
NO
0
E
cM
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
Q-
z
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
U)
acf)
11)
co
I
M
N
N
O
lC)
I- (
Lf)
L -
M
0
LL -
0
V
n
coM
V
Lf)
NTLn
0
Q
Q
x
OLf)
NcoLO
m
V
L)
f
M -
tLf)
OMM
E
CO
CD
CD
co (
D
CD
CD
r- (
D
CD
Y
L
a
0
QJ6
V
M
Ln
CD
LIN
Lf)
E
f)
1-
0
r
M
r-
M
LO
M
T
r-
T
JLn
Ln
LO
U)
Ln
L()
M
LO
M
Cl
Cl
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
L
i
a)
o
O
NCl)
I-
M000)
MO
CD
0
T
N
T
T
M
CO
T
O
M
Q
E
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
1
J
0
0
0
0
0
0
0
0
0
d
d
a-
a-
n
c-
d
o
W
D
O
CO
CO (
D
O
T
LO
M
C:
M
O
T
T
Lf)
V
N
O
O
N
Lf)
O
O
N
4
Lf)
O
M '
IT
Ln
U)
Lf)
Ln
Ln
LC)
cn +
Ln
LC)
LC)
LL)
L()
Lo
LI)
Lf)
LC)
0U
0
0
0
0
0
0
0
0
0
N
N
N
N
N
N
N
N
N
C
M
M
M
M
M
M
M
M
M
0
0
0
0
0
0
0
0
0
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
NO
Nca
c
c
c
c
c
c
c
c
c
Q
Z
c
c
c
c
CD
cncnc
c
cn°
U)
0U)
U)
00
NJ
I
I
I
Q
I
I
I
I
I
O
1 - -
J - - -
1- - -
1 - -
L -
OOco
I
I
I
I
I
I
I
I
OO
I
I
I
I
I
I
I
i
I
I
I
i
O
fi
O
I
I
I
I
I
I
I
I
I
OON
I
I
I
i
O
O
CU
C)
0-
75
H
F
O
C
f -
Oul)
Q
ca
I
I
I
I
I
In
0
E
I
1
N
o
mOH
LO04
75
1
NC)O - - -
M
O -
O
N
I
I
I
I
I
o
0—C
co
I
I
I
I
O
m
O
I
I
O _
0
T -
ULO
N
I
J
M
J (
D
C)
I
JL
n
OO
O
O
O
O
O
O
O
O
O
00
O
CO
co
LO
1:
4-
M
N
r-
i
r
3U
rn
mmmmmmm
0
70 -
0 -
0 -
0
70 -
00LOMNItOO
C01,-
0664N6
II
II
II
II
II
II
it
tf)
LOO)
O0Y
m
J
J
J
J
J
J
J
O
I
I
I
I
I
I
I
I
O
I
I
I
I
I
I
I
I
I
I
I
I
cv
I
I
I
I
1
1
I
0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Q - -
G - - - -
a - - - -
1- - -
1- - -
1- - -
1- - -
1 - -
co
1
NO
to
O
I
I
I
I
I
I
O
O
cu
O
O
i
I
I
I
I
I
I
O
OC)
Q (
6
O
1
1
1
1
o
I - -
1- - -
1- - - - -
I- -
O
@
OO
O
ON
c
Q
M
00
OD
O
O7E
I
I
I
I
U
U
3
I
I
I
I
o
U
I
I
m
Q
p
a
co
J
O
CO
J
O
O
U
O
m
p
Lf)
N
0
0
O
O
O
O
O
O
O
O
O
O
U
O
O
00
I--
Cfl
lC) :
T
M
N
r-
L-
3OU
Qoo
I
m
i
I
Q
N
0
LO
O
C
I
LL
O
Qm0
I
I
Li
I
j
Q .
c
rn
o
LL
cc
o _
j
n
y.
N
J
C
J
O
m
C
CLF-
LO
V
i
Q
1X
B
0
V
O
Y
LL
Q
CUj
m
N
O
J
co
ON
M
I- - -
c
CN
11N
O
J
p
x
Q(
B
N
E
O
Q
ON
O
O
N
6
LO
Q
O
D
J
N
OW
QO
L
O
O
p
O
O)
00
Or-
O
O
O
L3
N
Ta.N
C
00
0000
TOO)
LoCAO
CO (
TTI
L[)
TLAT (
OLL700TCpOMf-
MOL[)
OpN (
D
N
CpcCO
OdrM '
tCOf- (
Dr-
TCpCONM (
9NNM '
tLO
MLO
q
LL
MM
O')
O
ln
c)
m
MM
IT
qt
tctIt
IT
ItIt
MIt '
IT
p)
J
OQ
Xrr
Tr (
D
Lnr-:
C
N0000LOT ,
I:
COCl)
CD
MMMOLOMI-
ItMMOtiI-
MLO
m
m
M
It
v
00It01 (
O '
tN
I-
NCONMM
TI,-
Lo0w0wMr-
M
t
LO (
0N
O
E
m
s (
0
I-
r-
V
co
ti
O
CO
CO (
0 (
0 (
D (
D
O
O
CO
CO
CO
CO
fl-
to (
D
0
0
0
0
CO
O
O
O
CO
O
U-
O
0
Q0--(
0
T
LO
LO
T
T
Cl)
t,-
Lf)
CO
T
I
CO '
t
M
CO
N
Lf) (
O
T
f*
d»
f- "
t
N
CO
T
O (
0
of
U)
I'-
CD "
t
O "
t
0000
ti
Ln -
CO (
Ot (
DLf>
COOLncoLoC
U)
fl- -
1-
COMCOOF0nLf)
LOCO1nCO
J
In
11')
Ln
l()
CO
l(')
lf)
In
In
lC)
lf)
l(")
l(
7
L(
l(
lC)
lC)
lC)
C7
Ln
LL7
In
Ln
CO
Ln
l(')
Lf)
l(')
l(')
LO
In
p
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
cc
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c--0
OO
OCO '
t00
Nt
N
M
M
M
M
0
U)
0
M
M
M
MMr-
MMC0 .
0..
0M
tPI- (
DMrl-
fl-
00
T
T
LO
T
O
T
t
r
T
O
N
T (
V
T
T
T
O
T
O
O
QE
Od
LO
LO
00000000000000000000000000000
Oq;
T
7 —
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LU
N
r
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
U)
0
C14
Oil-
Of-
00000NNLC)
d
It
CD (
0
w
wNOf-
OMCo0 (
0 (
0OTfl-
0
c
00
00
OONOOTOMMM0clMU)
NT "
TT "
TT
Ln "
t "
tLf)
r ,
t "
tN "
TN
O
00
00
a0NMLOI--
C000NMMzr (.
Of--
0)
MC
LU)
LO (
00Nf-
OTM (
Of
O
O
O
O
O
O
O
O
O
O
O
O
r
T
T
T
T
T
T
T
N
N
N
N
N
M
M
M
It
It
It
It '
IT
N
CV
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
E
T
T
r
T
r
r
r
T
r
T
T
T
T
r
T
T
T
T
T
T
r
T
T
T
T
r
T
T
r
r
r
r
T
3
U) '++
LO
LC)
LO
LO
L(')
Lo
LO
LO
LO
LO
LO
L(')
Ltd
Ul)
Lt')
Lf')
LO
LO
LO
LO
LO
LO
LO
LO
LO
LO
LO
LO
0
LO
LO
In
LO
U
T
T
T
T
T
T
T
r
r
T
r
T
T
T
T
T
T
T
T
T
r
r
T
r
r
T
T
T
T
T
T
T
T
g
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
U
N
N
N
N
N
NN
N
N
N
N
N
N
N
N
N
N
N
N
N
NN
N
N
NN
N
N
N
N
NN
N
t '
IT
It
It ,
t
d'
4 "
1. '
T '
t '
IT
d"
7
V '
IT
lqtItIqIt
I-
It
c
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
r
T
T
r
T
T
T
T
T
r
T
T
r
T
r
T
T
r
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
N
p
c:
C:
O
O
Y
N
E
coWCY
Y
Y
Y
co
Z
E
Y
Y
YNc
Y
Y
Y
YN
O
c
Y>cN
YN>c
Y>cN
YO>c
YcN
YNc
YNc
YcN
Yc4)
YcL])
YcO
YcN
YcO
YcO
YcO
YcN
Y4c)
YOc
C%
4
I-
Q
Q
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
M
TIL
C
O (
Olntfld)
OOGOTMOOM ,
I-
I-
LOf'-
O00
O0)
O '
TT
OMlnOO "
tt
0001r-
I-
N
U)
M
N "
t '
tl'
Ln
N '
tl (
0
CO
M
O
Ln
CO
ct
O
LO (
0
LO
U) —
It
M
V)
N
M
O
CO
CO
I-
W
Q
Q
X
LONCl)
Cl)
ONCl)
ONtfl "
TOO <-
u')
U)
LO1OI
CY)
r
f
O)
NNOOU)
co
O
m
CD
WMqtCOOLo (
DOOqONf1-
CDqtLO -
U)
COltMNr-
t- '
t
COTctNltt
N
O
Em (
OOO (
D (
fl (
flO (
fl (
flr-
OCO (
OHO (
flOU)
OCOCo (
o (
fl (
flCOr-
OCO (.
0 (
O (
o ( (
ow
LL
O
N
QJ
OO
Ln '
tMNh
U)
N
Th
W
Ln
00
T
CR
CM
00 (
O
O
O
N
OO
o0
cf)
cx
t
L!) (
prt (
0 '
M
O
m
00
r-
LO
00
r-
O (
O
co
O
00
N
U)
00
t-
M
I,-
U)
r--
co (
D (
fl
Ln
00
00
CO
0
N
CO
co '
Zi (
o
Lf)
O
O
U)
J
U)
U)
LO
LL)
L()
U)
U)
U) (
0
U)
O
LO
LO
U) (
0
LO
U)
U)
U)
LC)
U)
Ln
U>
U)
LC)
LO
CO
Lf)
LO
Ln
Ln
LO
U)
Lol
U)
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
OO
o
r-
SOU) (
ACA ()
OOMCOTmOOMr0000m
000NOU)
qtO0)
O00)
ODOU)
Or
U
ONMrNTNTTTNNOTNNr9TONOONCNTTMTTON -
04 - -
Q
E
C
0
C
C
C
C
C
C
C
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
LO
O
M
M
U)
CO
Fl-
O
co
M (
0
It
I'
O
M "
t
00 (
O
L()
r-
00
co "
t
O
r-
O
O
co
N
N0 '
t '
t
O
N
U)
U) '
t '
t
5O ,
I-
OTNOOMMMe-
MMNMNItMMONOOTOMMMU)
0
I-- (
AONtONNV
TLOwCN "
IT
NM
Lom —
N "
T00M "
TONM (
f)
f-
000ONMM
0
tqtTU)
LntnOOOTTTNNN (
7MMMM '
It "
T
It
ItLnU)
000OOOOTTr
6
S
O
N
N
N
N
N
T
T
T
T
T
T
T
T
T
T
r
T
T
r
T
T
r
T
T
T
N
N
N
N
N
N
N
N
N
N
6
r
r
T
T
r
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
T
r
T
T
T
T
T
T
T
Z3
Cn :±
U)
Lo
L()
Lo
Ln
Lo
U)
U)
Lo
Lo
U)
U)
U)
U)
Lo
L()
Lo
U)
U)
Lo
U)
U)
U)
Lo
Lo
Lo
U)
LC)
Lo
Lo
U)
U)
Lf)
U-)
U)
U
T
T
T
r
T
T
r
r
T
r
rr
T
T
r
r
T
T
T
T
T
r !
T
T
T
T
r
T
T
T
r
T
T
T
4
00000000
0
0
0
0
O
C
C
O
O
C
C
0
0
0
O
C
C
C
O
0
CC)
0
0
C
C
C
U
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
T
ItItItqzl-
ItItItqtqt
ItItItqztqtItItqtV
qtItIt
V
C
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
T
T
T
T
T
T
r
T
T
T
T
r
T
T
T
r
T
T
T
T
T
r
r
T
T
T
r
T
T
T
T
T
T
T
T
r
T
T
T
r
r
r
T
T
T
T
T
T
T
T
r
T
r
r
T
r
r
T
T
T
r
r
T
T
T
T
T
T
T
T
NO
O
C
mC
C
C
C
C ^
C, ^
C`
C
C ^
C,
C
C ^
C' ^
C, ^
C` ^
C,
C
C
C
C
C
A
CA`` ^
CC
C
C
C
C
C
C
C
C
C
O
C
coN
O
O
O
O
O
O
O
O
O
O
r
WWWWWWWWWWWWWWWWWWWWWWWWWU)
U)
U)
U)
U)
U)
U)
U)
U)
11U)
raF-N
c
Lq -:
Lq (
pL000 -
00MMf*
MOLC
00N '
C
09
M
LO
LOMc0007MOOM ',
I:
f--
LOI-
N
N
E
E
r--
4 — (.
6 (
o
cq
m (
p
cq
t,
m
Ln
4co ,
mM
t
N
M
M
N
T0N
V (
0MM - (
O
LOMIt
U-
0 '
t
It
ItItq
t "
It
I-
d'
It :
I-
It '
IT
m
ct '
IT '
IT
ZTItNtIt
V ' '
t
J
O)Q
X
M (
OIl-
MMMCDU-)
MMItM
MOf-
I-
MUL
LOC14MMItONMON
U')
ItOOrIt
I-
CONMM
V
I
LflopM00f
optrl[)
CON (
O (
OM '
t (
OOL17 (
00
ql,
C:, (
O
LO,
r
E
CO
0
CO
O
0 (
O
ti
co
co
co
O
O (
O
CO (.
O
CO (
O
O (
0 (
O (
0 (
O
O
O (
O (
O
CO
O (
O
CO
O
O
O
LL
c9
Q
0
Ja (
ONLf>
COrf
O
f
ONCOrOCO0U7f%
000
tMNf
lf)
COrf-
OpLA00rOpM00
OCOtOLn (
0Lf)
tirtiOOUOOOO)
lI)
lI7COln (
000Lnc0
O (
000OON
ulcoI,-
MI-
J
Ln
lf
L(")
L1')
CO
Ln
In
L(
L(") (
O
11')
L()
l[)
In
Ln
l,
n
In
In
l!')
l()
LC)
lC)
Ln
L()
11)
C0
lL
Cfl
L()
Ln
In
CO
Lf')
In
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
OQ
o
O0O
00
00
00
0)
00coCMc000 "
tr*- (
oMr'-
00r00)
L!)
00000M (
OrO00Mr00
N
OT-
Or0OrrrrMrrrrOr-
NONMrNrNr-
rrNC4C)
O
a
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L1J
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
0ItMMN0fl-
OM (
OLOC00000rLOMMfl-
MLOM1-
0MM (
0
0M '
It
c
ML()
NrItr '
trLC) ";
qtL —
I- "'
N <
YNLnLnqt "
tOrtqT97NOOMMM7
O
qtCOf
O)
O)
OrLoLoCOONr--
0
m (
OI--
f--
0040NN -
qj-
qTLoM (:>
N
gTNM
t
rrt-
rrNNNNNMMM '
t '
t
qt
LOLf)
MOOOrrrNNNMMM
a
N
NN
N
C
V
C
V
N
N
N
N
C
V
N
N
C
V (
V
C
V
N
N
C
V
N
N
N
r
r
r
r
r
r
r
r
r
c-
r
N
N
c-
CU
E
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
O
O
O
O
O
O
O
O
O
O
O
O
3 (
n -
r-
Lo
Lo
Lo
m
U')
L(')
L()
Lo
L()
L()
Lo
U)
Lf)
LLQ
L()
L()
Lo
Lf)
m
m
LO
m
LO
LO
LO
m
LO
LO
LO
LC)
U')
m
LO
Lf)
In
V
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r- - - - - - - - - -
r
r
r
r
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
U
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
ItItIt ;
TItItV '
TV
qTV
qTqztItqtIt ;
T
t
1-
14-
V
V
qzt
V
NT '
IT
C
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
0NO
OLo
c
c
c
c
c
cc
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
Z3
c
c
N
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LO
Ta
c
Tocflv0rnrn
CD
U)
CO
U)
LO
T '
M
vv
vvvv
Q
Q
x
Lc)
U)
U)
Co
1-
M
I-
M
ca
LO
p
o
Lo'
o ''
Ol
o '
o '
oo '
o
QJ
CO
m
O
N
w
00
M
00
Dm
I-
MCOCflU)
00CC)
CD
J
LIQ
Ln
Ln
Ln
U)
LO
LC)
M
a
00000000
N
0
0
0
0
0
0
0
0
Oop00
co
O)
T00
MC4
O
LC)
a)
T
O
N
O
O
N
Ncn
T
p_
E00000000
2 =
0000000c)
UJ
00000000
Q
Q
Q
Q
Q
Q
Q
Q
00
CO
LOr-
wMIt0
C
MCMNCMN ,
tMM
0
U)
O -
N40OM
a+
CM
CO
NT
t
U)
U)
0
0 =
Ln
Ln
Ln
Ln
Ln
LC)
U')
LO
U
T
T
T
T
T
T
T
B
0
0
0
0
0
0
0
0
U
N
N
N
N
N
N
N
N
C
0
0
0
0
0
0
0
0
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
coNO
p
r
Lv
c
c
c
c
c
c
c
c
cu
Z
0
0
p'
0
0
0
0
0
N
U) (
n
cn
cn
cn
U) (
n
co
r
cc
N2Q
I
I
I
I
I
I
i
I
I
I
i
I
I
I
I
I
I
1 — —
I— —
I— —
OO
I
I
I
I
I
Cflr
I
I
i
I
OOc
I
I
I
O
t - - - - -
I- - - - - +
C)
I
I
I
I
O
I - - - - - -
OON
I
I
I
c
I
OO
a-
M
N
fQ
rt
O
I
I
I
I
O
N
cYp
I — — —
LO
D
N
N
cu
I
U')
I - - -
Nr
Q
I
I
I
I
I
OO
M
O
O
N
I
I
I
I
I
CD
11
I
OU
O
M
I
I
I
I
I
O
I
I
I
I
I
m
N
Cfl _
0COLO
04
1
J
O
J
J
0
QCDL
m
0
O
O
O
O
O
O
O
O
O
O
p
O
Q)
00
Il_
t0
Ln
IZI,
M
N
LU
mmmmmmm
Mf
M07COlnLf')
COIf')
LOMMMM
II
II
II
II
II
II
II
ALO
U')
M0)
M
m
J
J
J
J
J _
I
J
OO
I
I
0
I
OH
I
i
Q - -
000
O
I
I
O
O
CNO
CL (
B
i
O
I
V
I- -- -
I- - -
I - - -
Q
U
O
I
I
I
o
iCD
EE
oo
I
I
YO
C.
0
co0
E
ON
o
N
M
r
O
L6
m
LO
m
7EO
V
U
3
0
C:)
ON
C
m
Q
1-- - -
M
J
N
O
C
r
OO
O
U)
O
m
ON
uL
c
00
O
O
O
O
O
O
cn
r
U
I
C)
1
N
I
O
LO
I
4
I
2i
C
QO
LL
O
Q
i
I
N
m
O
co
i
Q
O
O .
0
N
LL
co
Q
a)
N
J
J
O
J
Q
CO
cv
1 - - -- - - -
O
M
U77
cn
m
XOcu
coU
c
Q (
D
J
CD
0-
c•
0
p
J
N
i
I
I
I
I
O
L
O
NO
LII
N
Q
ia)
C)
Q
OOO
X
Q
N
CO
O
E
O
Q
ti
Q
J
O
N
O
O
I
I
I
I
Q
QrO
n
CV
0
LO
Q
O
C
J
W
Q
O
i1
C)
T-
O
O
mp
O
O
co
O
OM
Np
L
p
U
a
N
cn dF-
O
C
N
N
O
Ln
N
D)
Ln
I
N
0
co
Em
V
t
M
CD
M
cD
O
Co
M
O
m
CD
0)
0MM
MM
t
MM '
tLnMM
O
Q
p)
J
Q
x
D ,
q-
z'
CD
NLL
CD
I
CO
fl_
MrCDI-_
M
O
70
CD
co
CDOCflco (
DOo (
D
m
Q
r
J
OCOco
I—
I
c9t—
f—
cDCDcoI—
I-
J
tf
In
Ln
Ln
Ln
LO
Ln
LO
Ln
LO
Ln
0
00
00
00000000
N
O
O
O
O
0
0
0
0
0
0
0
0
O
o
NOa
r-
m
00
N
MNO
O
N
O
M
d
M
M
M
CO
Q
r-
LO
0
0
0
0
0
0
0
0
LU
OO
OO
00000000
22
22222222
C
00
00
CDCDMMO (
DMM
LD
O
O
M
M
M
O — '
t
M
O
7
V
OO
Ln
U-)
Ln0M (
oLnOMO
6
0
0
0
0
O
c-
r
O
r
r
r
N
N
N
N
N
N
N
N
N
N
N
N
N
U
E
0
0
O
O
0
0
0
0
0
0
0
0
cn
Ln
Ln
Ln
Lo
Ln
Ln
Lo
Lo
Ln
L_
n
Lo
Lo
U
O
O
O
O
0
0
0
0
0
0
0
0
N
N
N
N
N
N
N
N
N
N
N
N
E
O
O
O
O
0
0
0
0
0
0
0
0
co
LU
CO
C
C
cZ
F°—
aQ
w>
w>
w>
w>
c°
nc°
nWW
N
M
N2J
I
I
I
I
I
I
I
I
I
I
I
I
I
Q
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
OO
I
I
I
I
I
I
I
I
I
r
I
I
I
I
I
I
I
I
I
I
I
I
I
OO
I- -
1 - - -
I-
C)
I
I
I
I
I
I
I
I
I
I
I
I
I
i
t - - - -
I- - - - -
fi - - -
f - - -
I - -
OO
I
I
I
I
I
I
I
I- - - - -
00
I
I
I
I
N
I
I
I
I
I
O
I- - - - - - - --
O
ca
a-
U
H
U
O
i
O
Q
m
m
r
cYp
N
I - -
LO
D
0
1
1
N
I
I
m
co
N
01tiMti
M
NO
O
Q
LO
O
M
OOO
70
NO - - - - - - - - - -
C
O
U")
co
I
I
NJJ (
3)
O
J
I
I
OI
co
Q
cm
L
O
O
O
O
O
O
O
O
O
O
O ``
00
O
00
fl-
CO
In
ct
M
N
V-
i
E
U
mmmmmmm
0
70 -
0 -
0
70 -
0
70
f
OOOMI LOlnU')
MMM
II
If
II
II
II
II
II
lf)
1MMMM
CO
J
J
J
J
J
J
J
0O
I
r
I
I
I
I
I
I
B
I
I
I
I
O
I
i
i
I
I
I
II
tiC+
7
I
I
I
C
r
M
O
U
Q
l1
o
Qczco
j
co
r'N
E
ti
Co
p
r
N
r
O
N >
7C)
to
w=.
tai
O
E
3
O
i
C9T-CD
CD
rW
I
co
cncu r
J
i
O
m
O
J
O
m
ON
L
0
o
O
O
O
O
O
O
O
O
O
o
O
O)
00
I-
CD
LO
M
N
L
r
U
t
r
vl
Ln
to
In
Ln
In
In
In
Ln
o
o
o
o
o
o
o
to
In
Ln
ul
In
vl
vl
Ln
Ln
In
In
Ln
vl
In
ul
In
Ln
vl
vl
In
vl
In
In
In
o
In
In
to
o
vl
Ln
ul
In
In
ul
In
ul
In
Ln
Ln
In
to
ul
ul
LA
Ln
In
ul
111
a
N
ul
C0
M
N
tD
H
o0
LA
N
Ol
o
t7
N
LD
lD
lD
o0
o0
oo
o0
r\
lD
to
ul
N
ul
It
M
N
N
ul
Vl
00
oc
r`
lD
ul
00
n
LO
ul
V.
M
N
N
M '
I
M
M
M
M
M
Ol
M
N
O
Ol
Ol
W
o0
n
n
t\
to
tD
tD
W
0
0
ul
ul
ul
ul
ul
ul
o
o
ul
Vl
m
to
LA
u1
ul
ul
a
V -
1
V'
a
a
V
a
a
a
a
a
tf
a
M
M
M
M
M
M
M
M
M
o (
l1
ul
ul
ul
ul
Vl
N
tD
o
tD
Vl
ul
ul
LA
ul
Vl
Vl
Ln
ul
ul
ul
ul
ul
ul
ul
ul
ul
ul
ul
LA
Vl
ul
ul
Vl
ul
ul
Vl
ul
ul
Ln
Vl
ul
ul
ul
ul
Vl
Vl
io
C =
n
N
M
N
M .
i
N
N
N
N
M
W
o0
N
oo *
n
lD
W
oo
W
N
Ol
Ol
m
m .--
I
N
mN .
ti
m
N
m
mW
n
tD
w
m
m
m
m
W
o0
n
ul
a
M
N
ti
W
m
W
n
t0
mW
o0
o0
W
o0
t`
w
W
W
W
W
W
W
o0
00
W
o0
n
W
a
o0
00
W
w
00
W
Ol
o0
o0
Ol
Ol
a
o0
Ol
Ol
W
Ql
a
o0
W
o0
o0
00
a
o0
o0
W
c0
00
00
00
o0
oo
oo
n
n
r`
n
n
n
r
n
n
r`
n
avaavoovvva
va
traavaaa
vvvv
aaavv
aavav
avtraavavvv
trtraaaaavaao
3
c
p
n
Ol
N
M
ul
to
n
o0
Ol
O
M
M
a
Ln
VI
to
tD
D
n
n
n
n
n
o0
o0
o0
o0
Ol
Ol
Ol
O
O
O
O
O
O
O
O
N
N
N
N
N
N
N
o
o
tD
tD
tD
O
O
lD
tD
n
n
r\
n
n
r
n
I,
n
n
n
r`
n
n
n
n
n
n
n
r
n
n
n
n
W
W
W
w
W
W
W
00
W
W
o0
00
w
00
W
o0
W
W
W
o0
o0
o0
oo
oo
o0
o0
o0
o0
o0
co
o0
o0
E
C =
M
r`
Ol
M
N
1l1
Ol
tD
M
Ol
tD
M
c-
I
o0
tD
to
m
It
M
M
M
N
N
a-
1
tD
O
Ol
Ol
o0
n
O
ul
M
M
N .--
I
ul
Ol
W
n
n
n
n
l0
tD
ul
ul
c7
N
N
Ol
a0
n
t0
ul
tT
M
M
N
N
N
N
N
N
w
tD
O
l00
l00
o
ul
Ln
I^
A
o
o
ul
o
o
o
o
m
o
o
Vl
mmm0m
vNi
m
o
ul
I
11
ISA
Vel
Vl
ul
IaA
ALan
val
mVal
ommVal
Val
LnIan
Lnul
o
o
o
IMo
o
o
o
to
o
o
o
ul
o
aE
c
F
N
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
OO
o
co
U
D
O
t
M
ul
tD
t\
n
m
M
M
M
M
M
M
M
M
M
N
N
N
N
N
M
M
a
a
a
a
ul
Vl
oul
ul
Lo
Vl
ul
ul
Vl
Lo
wn
W
W
W
Ol
O1
0
0
0
0
0
0 '-
I
0
0
0 ~
O
N
N
NN
N
N
N
NN
N
O
O
O
O
O
O
O
O
O
O
m
M
m
M
m
M
M
m
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
6
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
cl
O
x
m
C
E
t0K
N
Ol
N
Ol
W
W
t`
W
lD
W
OD
O1
M
N
a
N
00
Ol
00
rl
M
N
ul
ul
N
M
M
tf
lD
n
a
W
n
tD
o0
00
Ol
W
Ol
00
O
lD
l0
Vf
M
lD
tf
lD
a
M
M
a
M
v1
lD
t0
a
M
M
a
lD
00
Lo
a
N
Ol
o0
Ol
W
o0
o0
o0
00
o0
o0
00
00
Ol
Ol
Ol
N
00
00
o0
N
Ol
Ol
Ol
Ol
Ol
Ol
Ol
Ol
Ol
Ol
M
M
Ol
Ol
w
M
Ol
N
N
M
Ol
Ol
N
M
Ol
Ol
Ol
Ol
Ol
Ol
Ol
N
Ol
N
Ol
N
M
N
Ol
N
Ol
Ol
oo
Ol
W
00
W
Oi
W
W
W
o0
W
W
W
S
W
W
W
W
00
W
OD
00
00
W
W
W
W
00
W
W
W
DD
W
00
DO
00
00
N
00
00
00
00
00
W
W
00
W
W
00
W
00
W
QO
00
00
00
00
00
W
00
W
W
W
W
00
00
U
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
toLb
Vl
n
M
a
M
oo
M
Ol \
D
a
Ol
a
tD
oo
M
N
N
M
lD
N
Ol
M
M
r\
w
Ol
00
00
a
a
n
o0
N
lD
N
N
ul
M
M
a
N
a
of
ut
to
00
w
a
n
Ol
ut
to
M
M
Ol
N
Ol
N
n
n
M
N .
ti
N
ut
a
N
N
Lo
M
M
a
M
a
C
a
Ln
tT
M
L
M
M
m
N
M
M
m
M
M
N
N
N
M
Lm
M
N
N
N
M
M
m
M
M
M
M
M
M
M
M
N
M
fi
m
N
N
N
N
til
N
N
N
N
N
N
tD
tD
Vl
Vl
Lo
Vl
ul
Vl
Vl
Vl
Vl
Vl
N
ul
u)
ul
ul
ul
ul
ul
ul
ul
Vl
Vl
ul
ul
ul
ul
ul
u)
ul
Vl
ul
Vl
Vl
ul
ul
ul
ul
N
Vl
V1
Vl
ul
ul
V1
ul
ul
ul
ul
ul
Vl
Vl
Vl
3
Xa,
ul
W
tD
o0
M
N
N
W
n
Ln
N
N
t0
l0
N
N
t0
N
N
N
t0
t0
tD
Ol
Ol
00
W
N
w
a
N
N
N
ut
Vf
O1
W
00
00
O1
Ol
Ol
Ol
Ol
n
n
a
N
t7
a
a
o0
tD
ul
V
ul
a
V
V
Lq
a
M
M
N
Lo
Vl
Vl
V1
ul
ul
N
V1
Vl
Vl
ul
ul
V/
ID
N
Ol
n
n
n
l6
tp
t
o
o
t
tD
t0
LD
l0
t0
Vl
ul
ul
ul
Ln
of
o
ul
Ln
Vl
o
o
V
o
V
o
o
o
o
o
o
o
o
m
M
M
M
m
m
M
m
M
m
Ln
m
M
ID
lO '
Vl
Vl
Ln
Ln
Lo
to
to
N
VI
Vl
Vl
ul
ul
ul
ul
Vl
V7
ul
ul
ul
Vl
of
ul
of
u1
u1
ul
ul
N
ul
u1
ul
10
Vl
ul
ul
Vl
VI
to
of
ul
u1
u1
Vl
to
N
Lo
of
of
ul
lf1
V/
X
c
C
TS1
V1
N
o0
Ol
00
N
I
M
Vl
oo
N
M
Ol
M
a
a
M
00
a
rl
N
N
Ol
00
rl
M
M
tD
N
Ol
M
Ol
1,
M
M
t0
a-
1
rl
Ln
N
rl
tD
tD
tD
Ol
m
c-
I
o0
M
tD
tD
a
N
M
M
M
M
o0
00
a
M
N
N
tD
W
IA
M
n
ul
rll
a
a
a
a
to
a
t7
a
M
M
M
M
N
M
t7
M
M
M
M
M
m
M
a
M
L
N
N
M
M
M
M
M
M
M
a
M
M
M
M
M
a
M
Ln
M
c
i
M
ni '
N
m
N
N
N
N
N
N
N
N
lD
lD
o
Lo
to
o
o
o
o
o
m
Vl
V)
to
Vl
M
ul
to
Vl
Vl
ul
Vl
Vl
o
Vl
Vl
Vl
V7
ul
ul
In
to
ul
ul
ul
N
V1
ul
Vl
ul
o
in
ul
o
Vl
N
Vl
Vl
Ul
ul
Vl
Vl
Vl
IA
Vl
Ln
N
Vl
c —3
u
ul
N
M
M
a
a
N
a
N
M
N
N
N
M
ul
ul
M
M
ul
M
N
M
M
M
N
N
N
a
M
N '-
I
r-
I -
N -
r-
1
O
O .
ti
O '-
I
Ol
W
Ol
00
W
n
tD
N
n
N
lD
w
lD
tD
n
w
w
W
0o
N
n
Ol
N
o0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
a--
I
ei
N
N
r-
1
N
N
N
N
e-
1
N
N
N
N
N
r-
1
N
Vo)
co
o)
lD
1\
M
n
M
n
O
oo
ul
V1
N
o
ul
n
n
00
o0
le
ul
In
ul
ul
ul
Vl
ul
Lo
to
ul
ul
ul
n
o0
00
Lo
ID
ID
W
W
00
00
o
W
N
Vf
ul
N
N
N
M
M
N
M
M
M
M
M
N
M
N
m
ul
N
N
N
N
ul
N
ul
n
n
Ol
00
n
n
t0
tD
Vl
ul
l0
n
n
n
n
W
t\
tD
n
n
lD
t0
n
n
n
t0
V1
V1
lD
ID
ID
Vf
ul
a
ul
ul
ul
a
O
O
O
i:
M
M
a
M
M
M
M
M
a
M
a
l7
C)
a
a
a
a
o
Y
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
o
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
m
C
C
3C
W
W
IA
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
1 (
A
VI
Vl
to
to
M
VI
VI
VI
N
VI
N
Vl
VI
VI
lA
N
M
Vf
to
Vf
N
to
to
to
W
to
to
Vl
to
Vl
to
to
Vl
N
In
to
Vl
to
N
to
to
to
N
Vl
to
Vl
to
Vl
VI
VI
to
3
0
VI
M
N
N
M
to
V1
N
VI
N
to
N
to
M
N
Vl
Vl
VI
VI
V1
Vl
Vl
Vl
N
to
N
to
to
N
N
Vl
Vl
Vl
to
to
N
Vl
Vl
N
Ln
to
Vl
N
N
Ln
Ln
Vl
to
to
In
VI
h
N
M
VI
M
N
N
Ln
Ln
VI
Vl
Vl
Lo
VI
N
N
Ol
Ol
N
O
Ol
Ol
00
00
N
W
n
W
Ol
Ol
Ol
Ol
O
Ol
00
Ol
Ol
W
W
Ol
Ol
Ol
W
N
N
w
w
o0
N
N
lD
N
N
W
r\
o
w
tD
W
Vl
o
a
a
o
a
a
a
a
a
ul
a
ul
tD
b
ul
ul
ul
ul
1p
VCuof
3
Ol
N
N
N
Oltt
H
M
N
M
N
M
N
M
ul
to
lD
w
ul
N
H
Ol
W
W
W
t\
n
lD
lD
Vl
tt
ul
M
N
a
t7
V
M
N
N
N
M
M
M
M
M
N
N
W
Ol
O
n
N
W
tD
ul
a
ul
a
a
ul
M
M
N
T
Ln
m
a
Ill
Ill
Ill
ul
Ill
Vl
Ill
o
ul
ul
ul
v1
lfl
ul
Ifl
ul
ul
ul
ul
ul
ul
ul
o
Om
o
o
v01
N
o
o
ul
loll
Vl
ul
ul
ul
ul
a
a
a
a
a
a
a
a
a
a
a
a
a
d'
a
a
a
3vo
a
uN1
LDD
n
n
n
LD
n
n
W
W
O^
1
M
o00
W
W
W -
o~
0
W
aN0
W
W
oN0
W
W
W .
W .
W
aM0
W
W
W
W
W
W
W
W
W
W
W
W '
T
W
Car
oat
W
W
W
W
oiDo
0w0
W
W
W
owc
owc
w
W
w
0w0
0w0
W
O
x
n
tT
N
o0
n
o
M
N
n
W
tD
a
M
N
N
M
M
N
M
M
N .--
I .-
1 .--
I
tD
w
Ol
Ol
W
N
V
tY
N
N .-
I
ul
Ol
Ol
Ol
Ol
Ol
V1
ul
ul
Q1
W
tD
M
N
g
a
Ol
00
n
Ill
ul
Ll
a
s
ul
ul
tf
a
M
N
4
m
0
r,
N
N
n '^
to
w
a
to
w
tc
a
to
to
to
w
to
to
to
to '
n '
A
Ln
Ln
Ili
ui
ui
ui
ui
Ili
Ili `^
tf
v
v
v
v
Ln
Ln '^
v
v
v
v
v
o '
A
ni
m
m
m
ni
m
m
m
m
m
m
mm
m
lD
ul
Ln
ul
ul
ul
Ill
o
ul
mo
ul
ul
Vl
Vl
V1
Vl
Vl
Vl
Vl
Vl
ul
ul
ul
ul
Vl
VI
N
to
ul
V1
mmLn
ul
ul
lA
Vl
V1
N
ul
Vl
ul
o
VI
ul
ul
ul
Ln
Ill
Lo
ul
ul
ul
a
o
I-
t\
N
tD
M
N
N
00
w
Vl
M
tf
V
V
a
Vl
a
a
to
w
Ol
00
Ill
a
M
N .-
I .-
I
ul
ul
ul
ul .-
I '-
1 '-
1
c-
I
Ol
Ol
N
tt
N
N
N
a
00
n
tD
tD
ul
lD
to
W
LD
ul
a
M
to
a ..
of
Ln
N '
A
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to
to `^ `
A -
vi
tli
ui
ui
ui
Ili
Ili
o `
A `
A `
A
vi
ui
vi
ui
v
v
o
4
v
v
v
In
m
m
m
m
m
m
m
m
m
m
m
m
tD
lD
O
ul
ul
ul
ul
ul
o
o
o
o
ul
ul
ul
ul
ul
ul
In
ul
ul
o
o
o
In
In
ul
o
ul
Vl
ul
ul
ul
ul
V1
Vl
to
ul
Vl
In
o
ul
Vl
In
ul
ul
Vl
ul
In
In
ul
o
ul
ul
Vl
ul
aEF
Vl
M
N
IA
W.
l0
Vl
N
N
Ol
n
vi
CI
M
M
a
d'
M
a
a
M
N
N
N
N
N
tD
tD
Ol
c0
w
a
M
N
N
N
Ill
Ol
Ol
Ol
ul
Vl
In
Ill
ul
o0
o0
ul
M
N
N
N
Ol
n
tD
Vl
tD
ul
ul
ul
O
Vl
a
a
M
Ln
m
o
oo
n
n
N
r
n
to
to
to
to
to
to
o
o
6
D
D
to
o
L6
to
to
6 '
n `
n
vi
ui
Iri
vi
vi
Ln
v
ui
A
a
v
v
A
m
In
n ^
a
v
v
tr
v
c
v
m
m
m
m
m
m
m
m
m
m
m
m
m
aEH
O
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
a
a
a
Q
Q
Q
a
o
ul
o
ul
O
IA
o
ul
0
o
O
o
O
ul
o
o
o
ul
O
N
o
ul
o
o
o
LA
o
VI
0
o
o
N
o
Vl
O
mo
Vl
O
mo
o
O
ul
o
Vl
O
o
o
N
O
ul
o
Vl
O
In
O
ul
o
Ill
O
o
O
ul
o
w
N
M
M
a
C
Vl
vl
O
O
rl '-
I
N
N
M
M
19:
a
Vl
In
9
0 .,-
i
N
N
N
to
M
a
VT
Ill
ul
O
O
N
M
M
V
a
Vl
Vl
O
O
N
7i
N
N
ni
M
a
a
Vf
Vl
O
O
rl
r-
I
N
E
Ol
Ol
Ol
Ol
Ol
Ol
Ol
Ol
Ol
Ol
Ol
Ol
O
O
O
O
O
O
O
O
O
O
O
O
e-
I .--
I .--
I '-
I
e-
I
e-
I -
e-
1
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
e-
I -
1
a-
i
r-
I
N '-
I
r-
1
H
N
N
N
N
N
N
N
N
N
In
In
VI
o
In
Ln
ul
In
Ill
ul
Ill
Ill
Ill
Ln
Ill
o
N
o
Vl
Vl
Ill
IA
Vl
In
ul
ul
ul
ul
o
ul
to
Vl
Ill
o
o
Ill
Ill
o
ul
Ill
Vl
o
o
ul
o
Vl
o
o
o
Vl
ul
Vl
o
o
Ill
ul
Vl
ul
Vl
ul
o
ul
ul
Vl
ul
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
a
a
0
a
tf
a
V
a
V
a
V
a
a
a7
t7
a
s
tf
a
a
a
tf
a
tt
a
a-
a
t7
tt
I --
I --
I --
I --
1 --
1 --
I --
I --
I --
I --
I --
I --
1 --
1 --
I --
I --
I --
I --
1 --
1 --
1 - --
I --
I
r\-
1
c\-
I --
I --
1 --
1 --
I --
I
N -
e\-
I - --
I
N - --
I --
I --
I - --
I --
I --
I --
1
N
N --
I --
1 --
I --
I --
I --
I
N --
1 --
I --
I --
I --
I --
I --
I --
1 --
1
r-
1 .--
I
r-
1
r-
1 - .-
4
r-
1 -
N
N
N
N
N
N
N
N --
I
e-
I
N
N
N .--
1
N
N
N
e-
I
e-
1
N
r-
1
r-
I
a-
I
N
N
e-
I
r-
1
r-
I
r-
I
e-
I .--
I -
r-
1
r-
I
e-
I
WmD
s
Dakota Aggregates TP2
10pm to 12am in Calculations
M Event Sound
dB
100
I I I I I I I i I
90
I I
I I
70 fyrq, u
60
50
I I I I I f I I I
I I I I I I I
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%
4
a
lD
v
N
N
H
Ill
In
0
n
N
M
o0
N
m
v
al "
I
w
W
o
m
H
c0
oo
lD
In
lD
n
m
m
W
lD
m
H
lD
lD
lD
H
H
H
H
lD
m
n
V1
V
M
H
111
H
H
m
m
7
V
V
Vl
V
N
Vl
of
n
m
m
V
N
O
oo
6
M
N
H
o
o
m
m
o0
o6
v
n
n
n
n
lD
tp
lD
lD
lD
lD
lD
lD
lD
lD
lD
lD
O'
V
V
lD
lD
lD
lD
R
to
V1
to
to
to
Vl
V
Vl
Ill
Vl
to
to
m
to
to
IA
Ill
Vl
V
V
V
V
to
In
lD
In
In
In
In
In
In
In
v
v
v
v
a
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
o
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
m
c =
C
m
Ill
n
n
N
oo
N
H
n
H
Vl
lD
H
lD
H
n
m
oo
w
n
v
lD
v
V
o0
M
n
n
lD
V
Vl
M
N
N
lD
n
n
n
n
lD
In
m
H
m
N
V
M
V
V
o0
oo
Ol
al
N
m
Hl
Ol
n
In
V
N
oo
W
Vl
n
l0
M
N
H
H
H
O
O
O
m
of
Ot
oo
oo
n
n
M
n
n
n
n
n
n
n
oo
oo
oo
W
w
w
W
w
W
W
oo
W
W
w
w
W
w
W
o0
w
w
W
W
W
oo
W
w
W
m
m
m
W
W
oo
W
o6
m
n
n
V
V
v
v
V
V
V
V
v
v
M
M
m
M
M
m
M
M
M
M
M
M
M
M
M
M
In
m
M
M
M
m
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
m
M
M
M
M
3
c
vp
H
H
o
H
m
In
ao
o
ry
m
v
In
vl
lD
lD
lD
lD
to
n
oo
m
o0
w
m
m
m
o
H
N
ry
N
N
m
m
m
m
v
v
v
v
v
v
v
v
v
o
o
lD
lD
lD
to
n
n
n
n
o0
w
w
n
n
n
n
n
n
f-
m
ll/
m
Ill
m
Ill
ll1
lD
to
LD
lD
lD
lD
lD
lD
lD
lD
tD
lD
lD
lD
lD
lD
lD
lD
to
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
E
c
J
I
x
H
In
y
N
01
H
v
oo
oo
M
N
In
Ol
m
o
V
Ol
to
f{
H
Ol
n
zt
m
H
n
H
N
M
m
N
n
n
to
V
V
v
Vl
Vl
Ill
Ill
V
M
H
Ol
oo
n
Ill
V
to
to
lD
lD
n
n
n
W
W
n
vl
M
N
Vl
oo
lD
M
lD
In '
D
lD
c
l
oo
lD
4
M
N
H
O
O
Ln
m
v
W
oo
w
n
n
n
n
n
V
n
n
n
n
n
V
lD
lD
lD
lD
lD
lD
lD
lD
lD
to
lD
w
Ill
Ill
Ill
o
o
Ill
In
Vl
Ill
Ill
Ill
Ill
to
Ill
m
Ill
Ill
Ill
v
v
v
v
to
to
In
In
vl
In
In
In
In
In
In
v
v
vvvv
v
v
v
v
It
v
v
v
v
v
v
v
v
v
a
v
v
v
v
v
v
v
v
v
v
v
v
v
v
IT
v
v
v
v
v
v
a
v
v
a
v
aE
c
H
to
o
o
o
0
o
o
o
o
o
0
o
o
0
o
0
o
o
o
o
o
o
a
o
o
0
o
a
o
o
o
o
o
a
o
o
o
o
o
o
0
0
0
0
0
o
o
a
o
0
o
o
Cl
o
o
o
o
o
o
o
o
o
o
o
o
o
oO0
o
p
ou
p
O
m
n
n -
ztmlD
w
m
m
M
n
In
H
N
m
v
Ill
lD
n
n
00
w
00
al
m
w
LD
41
00
00
n
00
mN
In
In
v
N
H
N
H
Ol
Dl
1p
H
N
v
v
lD
lD
lD
to
lD
Ill
v
v
C
Ill
In
Ill
lD
n
n
W
tDQ
Ol
n
N
M
M
V
d'
O
In
Vl
Ill
Vl
U1
In
V1
to
In
In
In
In
In
vl
O
O
V1
Vl
In
Vl
Vl
In
lD
lD
wlD
lD
lD
o
lD
O
Vl
In
O
lD
lD
lD
lD
wlD
lD
w
wlD
lD
lD
lD
tD
lD
lD
l0
l0
lD
lD
tD
O
O
O
O
O
O
O
O
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
0
O
O
O
O
O
O
O
a
a
a
O
O
O
O
O
o
O
O
O
O
O
o
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
o
o
o
o
o
o
O
O
O
O
o
a
o
o
o
o
o
o
O
o
O
O
O
o
O
O
o
o
O
O
o
o
O
O
O
o
o
o
O
O
O
O
O
o
o
o
o
o
o
o
o
o
O
O
O
O
O
O
o
Q
m
p
v2
U
H
O
O
O
O
O
O
O
O
O
O
O
o
o
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
o
O
O
O
O
O
O
O
o
O
O
O
O
O
O
o
o
O
o
o
O
O
O
O
O
O
O
O
O
4-
a
O
c
LL
s
N
M
V
n
lD
m
N
Q1
n
Q1
Vl
H
111
n
m
Ql
N
N
W
l0
n
al
T
m
v
to
tD
V1
W
N
O
Ill
W
M
H
m
H
M
N
M
Ol
H
M
lD
lD
Vl
Ill
m
lD
W
W
v
v
v
H
V1
m
m
v
M
O
v
H
R
V
to
m
N
N
H
H
H
H
m
m
m
o
Ol
m
0
0
O
O
O
O
O
O
O
H
H
H
H
H
H
m
N
N
N
m
M
m
M
m
m
M
N
m
M
M
M
M
M
M
m
M
M
m
V
V
V
v
C
C
m
V
m
m
m
V
V
v
Ol
Ql
41
01
al
O1
01
O1
al
Ol
Ql
Ol
Ol
Ol
N
Ol
Ol
Ol
41
Ol
m
41
01
O1
Ol
Ol
01 <
T
T
Ol
m
Ol
Ol
Ol
D1
01
01
Ol
Cil
01
m
Ol
01
Ol
Ol
Ol
Ql
Ol
al
al
Ql
01
01
O1
al
Ol
Ol
Ol
U
Ol
Q1
41
41
Ql
Ol
01
Ql
Ol
Ql
Ol
N
Ol
Ol
Ol
Ol
Ol
Ql
41
Ol
Ol
al
Ql
01
Ol
Ol
Ol
Ol
N
01
al
N
01
N
Q7
N
01
al
Ol
Ol
01
Ol
al
al
T
Ol
Ol
01
Ol
N
M
Ol
01 !
T
Ol
Ol
QI
Ol
N
N
Ql !
T
Ol
Ol
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
tom
H
M
w
N
V
H
H
N
v
N
m
lD
m
H
m
lD
Ill
m
M
m
N
H
m
w
n
m
M
o
ID
N
n
N
O
V
m
M
m
o
m
W
oo
w
ll1
N
W
lD
H
lD
H
H
N
lD
lD
lD
lD
o
It
H
W
V
u
lD
oo
to
v
m
N
H
o
o
m
m
of
m
oo
as
oo
w
w
w
o6
oo
n
n
n
v
o0
w
w
w
to
to
to
to
w
w
w
v
w
w
w
c
D
D
lD
D
ID
ID
w
m
n
n
n
l
y
lD
In
vl
In
In
ul
vl
In
In
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
o
v
v
v
a
v
a
v
v
v
v
v
v
v
v
v
v
v
IT
v
LL
3
xa,
H
M
00
N
V
H
H
N
V
N
Ol
1D
M
H
S
lD
In
m
M
M
N
H
Ol
W
n
00
M
Vl
lD
1n
H
N <
T
V
01
M
M
V1
Q1
00
00
W
Ill
N
o0
lD
H
1p
H
H
N
lD
10
1p
1p
In
V
v
H
00
1p
v
v
V
H
W
In
W
lD
V
M
N .--
I
o
O
m
m
m
m
w
W
oo
W
W
W
o0
o0
n
n
n
w
W
w
w
W
n
lD
lD
lD
n
n
n
n
a
V
n
n
n
to
lD
lD
V
l0
lD
lD
lD
lD
lD
lD
lD
lD
lD
lD
In
Ill
In
In
Ill
Ill
v
lD
In
vl
In
In
ul
ul
vl
In
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
o
v
v
a
v
v
a
v
v
v
v
a
v
v
v
v
v
v
v
v
x
y
vc
TZ1
lD
N
O
N
M
n
Lq
V
V1
N
m
w
tT
N
m
n
Ill
M
M
M
N
H
cl
oo
n
c1
N
V
lD
V
n
N
R
m
n
H
H
n
of
cl
n
Vl
H
n
Vl
H
Ol
w
H
Vl
Ill
Vl
V
M
M
H
oo
lD
V
M
M
H
c0
W
tD
V
lD
n
m
m
N
H
O
O
Ol
Ol
4>
al
C
oo
W
w
w
w
W
oo
n
n
n
n
W
W
w
W
tD
n
lD
lD
to
n
n
n
n
n
n
n
n
n
lD
lD
lD
In
V
V
lD
lD
lD
lD
lD
lD
lD
lD
w
Ill
V
o
o
m
In
v
lD
lD
Vl
V1
Ill
V1
In
In
In
v
v
v
v
V
V
V
V
V
V
V
v
v
v
v
v
v
V
v
v
V
V
V
V
V
V
v
v
V
V
V
V
Zr
v
v
L
c —c —3
u
m
m
H
o
m
o
O
O
H
N
H
H
O
O
O
o
o
N
N
H
H
N
N
H
H
N
H
H
O
v
v
v
N
N
N
N
N
H
H
H
H
N
N
N
M
M
N
N
m
M
N
o
O
O
O
O
O
O
O
O
O
O
O
O
O
o
ofN
O
O
w
o
0
o
o
o
a
a
W
W
o
o
a
o
o
o
0
W
O
00
O .
O
O
o0
00
o
o
w
M
n
W
w
w
c0
W
o
o
o
o
o
a
oo
n
w
w
w
n
n
W
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
O
O
O
O
O
O
O
O
M
H
o
O
o
O
O
O
H
O
O
o
H
H
O
o
O
O
O
o
O
O
O
O
O
O
O
O
o
o
a
o
O
o
O
O
o
O
o
c
Q
3
J
3
z
z
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3ozzz
z
zzz
33333333333
O
H
O
O
O
O
O
O
o
H
H
O
O
O
O
O
O
O
H
O
H
O
H
O
O
H
H
O
O
H
N
H
H
H
H
H
O
O
O
O
O
O
H
N
H
H
H
N
N
H
o
o
O
o
a
o
O
O
O
O
O
O
O
o
o
C_
NN
N
Ill
Vl
01
N
N
oo
N
M
V
n
o
m
H
W
M
a
V
V
lD
In
lD
In
n
N
Lq
V
R
Vl
ID -
tr
of
m
V
V
V
l0
N
N
V
Vl
V
M
H
7
0o
N
N
M
Ol
n
n
n
lD
Vl
N
V
N
M
H
N
N
V1
N
n
Oo
1p
In
O
Ill
U1
V
v
v
m (
n
M
N
M
M
M
M
m
M
m
m
M -,
T
V
V
V
V
M
N
N
N
M
V
V
V
a
M
M
M
m
N
N
M
m
M
m
m
M
M
m
M
M
N
N
N
N
N
N
H
H
v
a
v
v
v
v
v
a
v
v
v
v
v
v
v
v
v
v
v
v
v
vvvv
v
v
v
v
v
o
v
v
v
v
v
v
v
v
v
v
v
a
v
v
v
v
v
v
v
v
v
v
v
v
v
a
v
v
3vp
a
O
lD
H
In
00
M
tD
W
Q1
O
O
O
O
al
O
O
N
M
M
M
V
V
vl
lD
n
n
ID
R
lD
V
V
lD
00
O !
T
Ol
W
Ol
n
n
n
lD
n
W
W
n
m
O
O
O
O
O
O
O
O
al
n
n
W
W
Ol
M
n
1
In
Vl
lD
lD
lD
n
n
n
n
00
00
0o
W
n
00
00
00
W
W
00
W
00
00
W
W
W
W
00
00
CO
o0
00
00
00
Ql
W
00
CO
00
W
W
W
00
W
W
o0
N
W
Ol
m
Ol
01
D•
Ol
Ol
Ol
Ot
W
00
W
W
W
oo
W
o0
00
E
J
J
O
x
lD
n
H
v
H
N
Ol
M
H
o0
Ill
M
H
oo
lD
V
M
N
N
N
w
W
n
n
w
W
M
In
M
n
n
N
N
V1
Q1
H
N
lD
W
oo
lD
V
o0
lD
M
01
oo
al
al
m
M
V
Ill
V
M
m
M
al
lD
Vl
V
M
N
V1
lD
H
c6
t6
v
M
o
O
O
m
m
m
m
W
o0
w
co
w
o6
oo
n
n
n
n
c6
o0
oo
n
l0
lD
lD
lD
lD
n
n
n
n
n
n
n
lD
lD
to
In
In
In
Ill
Ill
lD
lD
lD
w
lD
lD
lD
Ill
Ill
m
In
Ill
Ill
V
lDIn
o
In
m
m
In
vl
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
t
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
D_
o
E
o
a,
J
l-
0o
lD
n
N
H
R
m
Ol
al
v
H
W
Ill
M
H
oo
lb
V
M
m
m
N
m
oo
n
oo
M
In
lD
lD
m
lD
n
In
41
H
N
lD
o0
of
01
00
1p -
z
n
111
M
a1
lD
l0
M
C
In
Ill
Ill
a
V -
z
M
m
lD
M
N
al
n
lD
H
oo
6
v
In
H
o
o
o
m
m
of
m
o0
w
w
w
o6
c6
oo
n
n
n
v
ao
06
ao
00
oo
w
n
n
n
n
n
r
n
to
to
vi
v
v
io
In
w
w
D
to
lo
to
w
i
vi
Ili
In
i
vi
v
lD
lD
In
vl
vl
In
vl
In
In
v
v
v
v
v
a
v
v
v
v
v
a
v
v
v
a
v
v
v
a
v
v
v
v
v
v
a
v
v
v
v
v
v
v
v
v
v
v
a
v
v
v
v
v
v
v
a
v
v
v
v
v
aE
lD
N
O
N
M
n
In
V
In
N
Ol
lD
V
N
m
n
Vl
M
cr!
to
N
H
al
W
n
Ol
N
V
lD
v
H
N
v
m
n
H
H
V
n
al
Ol
n
In
H
n
Vl
H
Ol
l0
ID
H
v
In
Vl
Lq
v
m
m
H
W
lD
O
M
ti
H
W
lD
v
t0
n
V1
M
N
H
O
O
Ol
Ol
Ol
Ol
V
m
W
W
o0
w
W
n
n
n
n
w
oo
W
oo
W
n
to
lD
l0
n
n
n
n
n
n
n
n
n
lD
lD
lD
Ill
v
V
lD
lD
lD
lD
lD
lD
lD
lD
lD
m
m
Ill
In
In
In
v
to
ID
o
In
In
m
In
In
In
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
a
v
v
v
v
v
v
v
v
v
v
v
v
a
v
v
a
v
v
a
v
v
v
v
v
v
a
v
v
v
v
v
v
v
v
nw
F-
O
o
n
o
n
o
v
o
o
o
v
o
m
o
n
o
m
a
n
o
v
o
o
o
o
o
In
o
m
o
o
o
n
o
n
o
In
o
n
o
n
o
n
o
n
o
n
o
m
o
n
o
n
o
o
o
n
o
u
o
o
o
n
o
u
o
v
N
H
H
N
N
M
M
V
V
In
Ln
O
O
H
H
N
N
M
M
V
V
In
In
a
O
H
H
N
N
M
en
V
v
In
In
O
O
H
H
fV
N
M
m
V
V
Ill
T
O
O
H
H
N
N
M
M
V
V
Ill
Ill
O
O '?
7i
N
N
M
M
E
Ol
Ql
01
Ol
Ol
Ol
01
m
m
m
o
o
o
O
O
O
O
O
O
O
O
o
H
H
H
H
H
H
H
H
H
H
H
H
N
N
N
N
N
N
N
N
N
N
N
N
H
H
H
H
H
H
H
H
H
H
H
H
N
N
N
N
N
N
N
N
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
Vl
Ifl
Vl
Il1
to
V1
Vl
Vl
V)
In
V1
In
In
111
111
l/
l
V1
Ill
Vl
In
In
In
In
Vl
V1
V/
V/
Vl
Vl
Vl
Vl
V1
1
In
Ill
In
V1
In
In
In
V1
111
In
In
In
Vl
VI
In
In
In
Ill
Vl
lfl
In
In
In
Vl
In
Vl
Vl
Vl
Vl
Vl
Ill
In
111
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N \\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
n ------------
m
M ------
M
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
N
H
H
H
H
H
H
H
H
H
H
H
H
N
N
H
H
H
H
H
H
N
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
vp
e
w
m
v
r1O„3m
0
w
a
c
c
o
ma
E
m
Q
w
w
o
vc
1n
c
z
7
c
L
O
L
aw
i
eD
m ;
N
C
w
C
C
m
3N
L
O
L
v
E
a
N7
7
V
w
E
C
y
O`
N
7
N
w
p
m
y0.
Yn
a
to
w
E
0
L
c
W
m
o
o.
E
3
o
L
w %
cr$
w
e
E
o
c
w
0
o
E
o
N
5«
m
YNn
v
t
p
v
w .
c
u
c
m
m
v
Q
m
u
o
c
Y
v
Z
m
N
c
Q
0
U °
N
L
w
V
G
m
c
w
N
a
in
a
m _
W
C
w
a
E
O
00
C
m
C
o
a—mi
m
u
O
w
a>
i
c
r
w
LL
m
T
n
L
o
m
E
c
ac,
E
c
CL
v
m
3
u
w
a
N
m
7
m
C
H
m
y
c
0
1A
V
N
U °
N
C
0
m
c
m
C
C
C
w
m
CL
E
C
N
w
w0
w
U
7
O
Y •
O.
t'g '
0
U
w
0
7
C
C_
lw
N
w
w
w
N
w
it
a
N
m >
CD
M
w
a
L
a
c
a
u
m
w
o
3
w
0.
u
oi -
11
w
w
o
o
c
Q
v
E
wO
v ° °
E
c
0)
v
o
Y
7
0
w
w
w
7
n
v
u
u°
o « «
o
0
z
m
h
x
e
m
a
0
11
c
w
c
m
2
Yn
N
Eo.
c
o
c
m
7
N
w
w
c0
o « ;
eo
c
a
m
m °
c
p
c
L
xc
o
v '
v
n
E
eo
Y '
c°
c
c
w
o
c
E
c
C
c
Y
E
c
o « ;
E
w
r
N —
V
m
a
c
V
N
U
vl
c
ami
2
c
m -
c.
c
0
s
L
N
m
T
c
0
m
a
w
c
m
a
a
5
C
C
0
O
w
N
N
w '
c
O.
C
7 >'
m
C
N
m
a ;
d
7
O
bo
to
v_
f0
a
w
o
N
3
E
w
n
E
v
v
y
c
0
c
CML
w
0
7
7
L
E •
C
y
w
m
z °
V°
3
u
M
L
w
i
NCO
I
u
O
N7O
13
m
OO
E
L
p
a
00
0
N
COc
C
m+
0
1>
e
O
O
O
O
Caap
t
t
a «
Vw ,
E
wE
a
ac
p
a°
m
o
pC
m
m
m
E
d
u
Leo
m
Loo
v
W
z
z
m
E
2
z
E
m
z
2
v
v
m
o
c
w
w
ai
a
0
v
v
mma
to
o
g
om
0
0
0
o
0cC
o
COm
Z
a
ml
I
m
ol
coco
m
o0C_a
w
E
NO
C
p
ta
I
a
cO.
CL
N
0
0
E
E
p
c
c
a
E
o
CL
c
a
ppa
c
c°
w
c
m
Q
C
C
Q
M
m0
e0
C
M
CL
T
O
C
F-
IA
7
00
M
C
7
Ch
C
Y
W
w
w
u
C >
0
V
c
Ou
O
O
n
N
c >
a
u
c
u
o
o
wc
oN
w
7
Y
w
O`
0/
m
C
m
Iwo
u
uu
0
c
y
w
v
w
u
4)
0
o
o
u
w
o >
a
bibi
0
Lx
c
I
E
E
E
wa\
aw
C
p
Y
0
0
C
o
0
0
0
C >
N
m
C
C
c
w
CL
N
V
a
O
C
L
L
L
E >
G
N
a
CL
@
T
c
L .
m
O
a
Y
w
y
CL
C_
7
7
7
O
7
V
m
C
E
O
N '
o
E
c
t
d
vui
C
w
N
ft0 °
w
w
Q
7 ° -•
L
L
1
Y
7
Co '
0
m
E
o
o
n
ti
m
E
E
iv
mw
cmm
mmm=
a+
c
p
e
i
N
7
aw+
w
t
Y
vwi
7
aw+
w
T
T
T
OD
O.
m
O0
VO
w
3
0
VC
w
Z
N
W
d
Z
W
OC
7
K
0
0
0
N
W