HomeMy WebLinkAbout20241126 Meeting
AGENDA
Planning Commission Regular Meeting
Tuesday, November 26, 2024
6:30 PM
City Council Chambers, City Hall
1. CALL TO ORDER/PLEDGE OF ALLEGIANCE
2. ADDITIONS TO AGENDA
3. AUDIENCE INPUT
4. CONSENT AGENDA
a. Minutes of the October 22, 2024 Regular Meeting Minutes
5. OLD BUSINESS
6. PUBLIC HEARINGS
a. Request by Frattalone Companies, Inc. for renewal of its Small-Scale Mineral
Extraction Permit for 2025.
b. Request by Keystone Development Partners, LLC., for approval of a site plan to
construct office/warehouses in the Biscayne Business Park.
c. Request by Minnesota Paving Materials for renewal of its interim use permit for a
seasonal asphalt plant.
7. NEW BUSINESS
8. DISCUSSION
9. ADJOURNMENT
Page 1 of 73
ROSEMOUNT PLANNING COMMISSION
Pursuant to due call and notice thereof a regular meeting of the Planning Commission was held
on Tuesday, October 22, 2024, at 6:30 PM. in Rosemount Council Chambers, 2875 145th Street
West.
Chairperson Kenninger called the meeting to order with Commissioners Whitman, Ellis,
Beadner, Reed, and Rivera. Commissioner Buggi was absent.
Staff present included the following: Community Development (CD) Director Kienberger, Senior
Planner Anthony Nemcek, and Planner Hogan.
The Pledge of Allegiance was said.
Staff recommended changing the order of the items under Section 6. Public Hearings to switch
item A, a Comprehensive Plan Amendment proposing changes to the Metropolitan Urban
Services Area Boundary, and item C, a request by DevCo Preservation LLC for PUD Final Site and
Building Plan approval.
None.
Commissioner Kenninger identified a typo in the Old Business section on page three, motion B
which says capacity instead of opacity.
Kenninger Second by Whitman
to approve the Consent Agenda with the edit to the minutes as sent to staff to
correct the typo from capacity to opacity.
Page 2 of 73
Ayes: 6.
Nays: None. Motion Carried.
a. Minutes of the September 24, 2024, Regular Meeting Minutes
OLD BUSINESS
None.
PUBLIC HEARINGS
a. Comprehensive Plan Amendment proposing changes to the Metropolitan Urban
Services Area boundary.
Senior Planner Nemcek presented on two amendments to the City of Rosemount
Comprehensive Land Use Plan to expand the Metropolitan Urban Service Area (MUSA). The
boundary identifies areas that are anticipated to receive municipal services like sewer and
water. The first amendment will expand the MUSA boundary to include the rest of the
middle school site that it currently bisects. The second amendment would incorporate 60
acres of the UMore Park into the MUSA boundary as they begin to market land guided for a
Business Park in the area for development. Staff is supportive of the changes and there will
be no alterations to the land use map designations as a part of the MUSA expansion.
Nemcek stated that if the expansion is approved by city council it will also be sent for review
by adjacent jurisdictions and the amendments will be sent to the metropolitan council for
approval.
Chairperson Kenninger opened the public hearing.
Motion by Kenninger Second by Beadner
Motion to close the public hearing on Item 6a.
Ayes: 6.
Nays: None. Motion Carried.
Motion by Rivera Second by Ellis
Motion to recommend the City Council approve two amendments to the
Comprehensive Land Use Plan to expand the MUSA to contain the entire site of the
new middle school and sixty acres south of Meta's data center project within
UMore Park.
Ayes: 6.
Nays: None. Motion Carried.
b. Zoning ordinance text amendments to Title 11 of the Rosemount City Code and
revisions to the City of Rosemount’s Zoning Map.
Page 3 of 73
Planner Hogan presented on the proposed amendments to sections 11-3-4: Site Dimensions,
11-4-4: Site Dimensions, 11-4-5: District Standards, 11-6-3: Principal Uses, Commercial, 11-7-2:
Architectural Standards, 11-7-6: Landscaping, Screening, and Buffering Standards, as well as
Zoning Map revisions.
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that as new questions come up, staff has been keeping a list and, with the code update, had
incorporated things like this item to clarify questions from businesses and residents.
Page 5 of 73
from the office space or the rooms for amenities that don't count toward the unit space but
said that she would be fine removing it. Nemcek noted that staff believes, from the way the
code was written, that eight was originally the minimum number of trees.
Motion by Kenninger Second by Reed
Motion to close the public hearing on Item 6b.
Ayes: 6.
Nays: None. Motion Carried.
Motion by Kenninger Second by Reed
Motion to recommend the City Council approve the Text Amendments amending
Sections 11-3-4: Site Dimensions, with the modification to include structures of 200
square feet or less have a five-foot setback and structures greater than 200
Ayes: 6.
Nays: None. Motion Carried.
Motion by Ellis Second by Whitman
Motion to recommend the City Council approve the recommended corrections to the
City of Rosemount’s Zoning Map.
Ayes: 6.
Nays: None. Motion Carried.
Page 6 of 73
0.4 miles east of Akron Avenue between CSAH 42 and Connemara Trail. The project will consist
of two buildings, which will split the 192 units equally. The site was rezoned for high density
residential and will generally conform with the zoning requirements except for being unable to
meet the 10-foot additional setback from Connemara Trail, due to its status as a collector, and
landscaping requirements. Staff recommended approval of the PUD final site and building plan,
subject to conditions. Before final approval can be made, there must be a conversion of the
subject parcel from an outlot to a buildable lot.
Robert Elliott
14349 Acer Avenue Rosemount, MN
Trevor Martinez 4275 Large Place
Plymouth, MN 55442
Page 7 of 73
Mr. Martinez stated that the project is intended to be workforce housing and there will not be a
contract with the government to create individual units paid for and administered through
HUD. The project is intended to be for people making around $30,000 to $90,000 a year based
on household size and number of occupants. There will be screening standards for all applicants
that require them to be making at least two and a half times the amount of monthly rent. Mr.
Martinez said that because the housing is aimed toward 50 to 70 percent of the area median
income, individuals are less likely to opt for additional services and amenities like underground
parking.
Page 8 of 73
Mr. Elliot returned to the podium and stated that if the scope of the project were smaller, they
would be able to plant more trees. He also said that many of the residents living on Acer
Avenue had children, which is why they could not attend meetings. He stated that building
codes drive up the cost of building and questioned how a residential building can comply with
the various codes and be affordable. Mr.
Motion by Kenninger Second by Reed
Motion to Close the public hearing on Item 6c.
Ayes: 6.
Nays: None. Motion Carried.
Page 9 of 73
Commissioner Beadner asked if in the future Connemara Trail will have more developments
that will increase density. Nemcek responded that the city's transportation plan anticipates
extending Connemara Trail down to Bonaire Path as development continues to occur moving
east.
Motion by Kenninger Second by Beadner
Motion to approve the Planned Unit Development Final Site and Building Plan allowing
DevCo Preservation LLC to construct a multi-unit residential development, subject to the
following conditions:
Ayes: 6.
Nays: None. Motion Carried.
NEW BUSINESS
Page 10 of 73
None.
DISCUSSION
ADJOURNMENT
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E X E C U T I V E S U M M A R Y
Planning Commission Regular Meeting: November 26, 2024
Tenative City Council Meeting: December 17, 2024
AGENDA ITEM: Request by Frattalone Companies, Inc. for renewal
of its Small-Scale Mineral Extraction Permit for
2025.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.a.
ATTACHMENTS: Site Location, DRAFT 2025 Mineral Extraction
Permit , Applicant's Narrative, 2023 Conditions, Site
Plan, Reclamation Plan , Site Photos, Aerial
Imagery, Panoramic Imagery
APPROVED BY: AK
RECOMMENDED ACTION:
Motion to recommend the City Council approve the Frattalone Companies, Inc. Small Scale Mineral
Extraction Permit for 2025, subject to the terms and conditions in the attached 2025 Draft Conditions
for Mineral Extraction.
BACKGROUND
SUMMARY
Applicant & Property Owner(s): Frattalone Companies, Inc., 3205 Spruce Street,
Saint Paul, Minnesota
Location: Immediately west of Emery Avenue along CSAH 42
Area: 73.39 Acres (overall site); 26.08 (active mining
area)
Comp. Guide Plan Designation: CC-Community Commercial, MDR-Medium Density
Residential, HDR-High Density Residential
Current Zoning: A2 – Agricultural
The Planning Commission is being asked to consider a request from Frattalone Companies, Inc. for
renewal of a small-scale mineral extraction permit that is located on a 73.39-acre parcel immediately
west of Emery Avenue and south of County Highway 42. This small-scale mineral extraction operation
was newly approved by the City Council in May 2023. Typically, interim use permits for mineral
extraction are valid for one calendar year (January – December 31). However, due to the timing of the
initial permit request, staff recommended that the permit be issued through 2024 with administrative
staff review at the end of 2023. Staff recommends approval of the renewal request for 2025 based
upon a review of the information submitted by the applicant, the mineral extraction standards in
Section 11-6-4 M. of the City Code, and the attached permit.
BACKGROUND
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The applicant, Frattalone Companies, Inc., owns a construction and excavation business in Little
Canada and is asking to establish a new mineral extraction site along Highway 42 in Rosemount.
Because the mineral extraction use will be closely tied to the applicant’s primary business, there will
be limited sales of materials to outside projects from the mine. The applicant provided a detailed
application packet for the mining operation with their initial submittal in 2023.
The mineral extraction site is located along the western frontage of Emery Avenue and south of County
Highway 42 (145th Street East). Similar to other neighboring properties along Highway 42, there is a
45-50-foot rise in height between the northern and southerly property lines, with a steep ridge that
provides a break/transition between the lower portions of the property along Highway 42 and the
higher elevations to the south. Other than the ridge, most of the site is gently rolling, but relatively
flat.
There are currently no structures on the site, which has been used for agricultural fields for many
years, similar to much of the surrounding land. The other uses in the area include single-family
residences southeast of the site, and the Danner and Bolander mineral extraction uses to the west.
The applicant’s mine will share a common border with Bolander, and as excavation occurs in both
gravel pits along this boundary, the final grades for each mine will likely be adjusted to match each
other. This shared lot line approach has been used on the other side of the Bolander operation
(adjacent to Danner) and the final reclamation plans may be able to eliminate the western slope as
currently shown. Because the boundary is within the latter phases of the Bolander mining permit, the
reclamation plan should continue to show the slope as proposed until Bolander progresses to its later
stages.
The proposed extraction activity will take place on 26.08 acres in the southern portion of the site in
accordance with the “mine boundary” depicted in the mining plan. The applicant was initially
proposing primary access to the active mining area via a new driveway from Highway 42 running along
the western property boarder and secondary access was shown off of Emery Avenue near the
northeast portion of the mining area. Due to the denial of the entrance permit for access onto County
Road 42 by Dakota County, the access entrance to the site was constructed off of Emery Avenue.
Mining is proposed to occur over two phases, generally moving from the east to the west on the
southern portion of the property. Excavation will lower the active mining portions of the site to the
840-850 elevation range, which represents a cut of roughly 40 feet across the active mining part of the
site. The proposed final grades as depicted on the reclamation plan will bring the southern portion of
the property very close to the elevation of the northern part of the property. Essentially, the applicant
is proposing to excavate into the ridgeline and maintain these grades (with a slight incline) throughout
the mine. The phases have been developed to comply with the City’s extraction requirements that
each phase be no more than 15 acres in size. The applicant has stated that they anticipate removing
100,000 cubic yards of material per year, which corresponds to an operational life of the facility of 16
years.
The applicant has provided an update on the activity that has been occurring on site since its initial
approval. In 2023, no material was extracted from the site. In 2024 22,475 cubic years of sand was
extracted from the site during quarter 3. It is estimated that 30,000 cubic yards of sand will be
extracted during quarter four of 2024. There have been no cubic yards of imported material brought
into the site, though they expect approved material to start being imported in 2025. Mining initially
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occurred on the northern portion of the site in phase 1. For the remainder of 2024 and into 2025,
mining will continue to occur in that area with plans to work their way south.
ISSUE ANALYSIS
Aggregate mining is reviewed through an interim use permit, which is a Quasi-Judicial action. As such,
the City has a set of standards and requirements for review. Generally, if the applications meet the
ordinance requirements, they must be approved. The standards and requirements for this mineral
extraction are detailed in Section 11-6-4 M. of the Zoning Ordinance and the attached Mineral
Extraction permit.
The subject property is zoned A2 – Agricultural and meets or exceeds the applicable performance
standards for small scale mineral extraction. Small scale mineral extraction is listed as an interim use
within the A-2 – Agricultural district. The table below details the current land use, zoning, and future
land use information for the surrounding properties. These properties are all currently zoned
Agricultural and are located within the 2040 Metropolitan Urban Service Area (MUSA). The 2040
Future Land Use Map anticipates a mixture of residential and commercial uses in this area.
Surrounding Land Use and Zoning Information
Direction Current Land Use Zoning Guided Land Use
North Agriculture Agricultural CC - Community Commercial
South Agriculture Agricultural LDR – Low Density Residential
East Agriculture Agricultural CC -Community Commercial
MDR - Medium Density
Residential
HDR - High Density
Residential
West Agriculture/Mining Agricultural CC - Community Commercial
LDR - Low Density Residential
MDR - Medium Density
Residential
The 2040 Comprehensive Plan designates commercial development at the intersection of Emery
Avenue and County Road 42, while medium- and high-density residential development is designated
over the proposed mining and grading area. Future reclamation of the site will need be performed
before an impacted area may be developed for housing. Because of the site’s location further east of
52, the development staging of properties in the area should not create as much of an impact on the
timing of mining operations in the future as it would on the mining operations to the west, such as the
Steiniger pit.
The water table is located at an approximate elevation of 800 feet or lower based on information
provided by Dakota County, and the lowest mining elevation is well above that number. Throughout
the majority of the site, there will be approximately 40 feet between the bottom of the mine and
groundwater, which is consistent with other mines in the vicinity.
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As a part of the annual review of all mineral extraction permits, staff performs an inspection of the site
and consults with the Rosemount Police Department regarding any police activity. No ordinance or
permit condition violations were apparent during the inspection and police records found no incidents
at the subject property during 2024.
RECOMMENDATION
Staff recommends approval of this request based upon a review of the information submitted by the
applicant, the mineral extraction standards in Section 11-6-4 M. of the City Code, and the attached
permit with conditions of approval.
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1
Mineral Extraction Permit
2023-20242025 Conditions for Small Scale Mineral Extraction Permit
FRATTALONE COMPANIES, INC.
A Frattalone Companies Inc., hereinafter referred to as the “Property Owner”, shall sign a written consent to
these conditions binding itself and its successors or assigns to the conditions of said permit.
B The property Owner shall comply with all terms of this permit as well as the standards for mineral
extraction listed in Section 11-10-04 11-6-4 M. of the City Code.
C This permit is granted for the area designated as Phase 1 (approximately 15 acres) on Exhibit A, Mineral
Extraction Permit Mine Plan, which is attached hereto as an exhibit. Regrading and reclamation shall
occur in the area designated Phase 1 on Exhibit A in accordance with the requirement of Section 11-10-4.4
11-6-4 M.4 of the City Code. Reclamation is not expected to occur in the 2023 or 2024 2025 calendar year,
D The term of the permit shall extend from the date approved by the City Council until December 31, 20254
unless revoked prior to that for failure to comply with the permit requirements. An Annual Mining Permit
fee shall be paid to the City of Rosemount.
E All required permits from the State of Minnesota, County of Dakota and City of Rosemount (hereinafter
"City") or any of their agencies shall be obtained and submitted to the City prior to the issuance of the
permit. Failure by the Property Owner to comply with the terms and conditions of any of the permits
required under this paragraph shall be grounds for the City to terminate said mining permit.
F The final grading for the permit area shall be completed in accordance with the Final Reclamation Plan,
attached as Exhibit B, or as approved by the City Engineer, and any other conditions that may be imposed
by the City from time to time.
G Primary access to the site by all gravel trucks and other mining related traffic shall be from County State
Aid Highway 42 Emery Avenue. , pending approval by Dakota County of an access permit. It shall be the
Property Owner's responsibility to obtain any access permits or easements necessary for ingress and egress.
The location of the accesses and/or easements for ingress and egress shall be subject to approval by the
City, as well as the County Highway Department if any changes occur relative to the mining process. If an
access permit is not granted by the County, access shall be from Emery Avenue, subject to seasonal
restrictions.
H A plan for dust control shall be implemented and subject to approval by the City. The Property Owner
shall clean dirt and debris from extraction or hauling operations related to the Mineral Extraction Permit
from streets. After the Property Owner has received 24-hour verbal notice, the City may complete or
contract to complete the clean-up at the Property Owner’s expense. In the event of a traffic hazard as
determined by the Public Works Director or Rosemount Police Department, the City may proceed
immediately to complete or contract cleanup at Property Owner’s expense without prior notification.
I The surface water drainage of the mining area shall not be altered so as to interfere, contaminate, or
otherwise affect the natural drainage of adjacent property.
J No topsoil shall be removed from the site and the Property Owner shall take necessary measures to
prevent erosion of the stockpiled topsoil. The location of the stockpiled topsoil shall be as indicated on
Exhibit A.
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K 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 the Property Owner.
L All costs of processing the permit, including but not limited to planning fees, engineering fees and legal
fees, shall be paid by the Property Owner prior to the issuance of the permit. The Property Owner shall
reimburse the City for the cost of periodic inspections by the City Engineer or any other City employee for
the purpose of insuring that conditions of the permit are being satisfied. The Property Owner agrees to
reimburse the City for any other costs incurred as a result of the granting or enforcing of the permit.
M The daily hours of operation for the mining area shall be limited to 7:00 a.m. to 7:00 p.m. Monday through
Saturday, subject, however, to being changed by the City Council.
N The Property Owner shall deposit with the Planning Department a surety bond or cash escrow in the
amount of Seven Thousand Five Hundred Dollars per acre ($7,500.00/acre) of active phase in favor of the
City for the cost of restoration, regrading and/or revegetating land disturbed by mining activities and to
assure compliance with these conditions by the Property Owner. The required surety bonds must be:
(1) With good and sufficient surety by a surety company authorized to do business in the State of
Minnesota with the right of the surety company to cancel the same only upon at least thirty (30) days
written notice to the permit holder and the City.
(2) Satisfactory to the City Attorney in form and substance.
(3) Conditioned that the Property Owner 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 Engineer, or any other City officials.
(4) Conditioned that the Property Owner will secure the City and its officers harmless against any and all
claims, or 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 the Property Owner.
(5) The surety bond or cash escrow shall remain in effect from June 1January 1, 20253 to July 31, 20265.
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 escrow during the term of this permit in order to insure that the City is
adequately protected.
O. The Property Owner 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, bodily injury
liability in an amount of at least One Million Five Hundred Thousand and no/100 ($1,500,000.00) Dollars
and property 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 June 1, 20253 to July 31, 20265.
P. The storage of equipment (unrelated to the sand and gravel mining and processing), manure, construction
debris, or hazardous materials of any kind shall not be permitted on site. The placement of construction
debris, manure, asphalt in any form or hazardous materials within the pit as fill shall be strictly prohibited.
Q. No processing or mixing of materials shall occur on the site, except as approved by the Dakota County
Environmental Management Department as incidental to a sand and gravel mining operation. Any such
activities will be enclosed with snow or cyclone fencing or as approved by City staff. Construction of any
ponding areas, wash plants or other processing or equipment brought to the site shall require additional
site and grading plan information subject to review and approval of the City Engineer.
Page 18 of 73
3
R. The Property Owner shall hold the City harmless from all claims or causes of action that may result from
the granting of the permit. The Property Owner 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.
S. The Property Owner 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.
T. Complete mining and reclamation is required in all phases before any additional mining is authorized.
Modifications or expansion of the mining areas must be approved in writing to the City. Property Owner
shall submit to the City semiannually a written report indicating the amount of material extracted from the
site for the prior six-month period.
U. The Property Owner shall incorporate best management practices for controlling erosion and storm water
runoff as specified by the Minnesota Pollution Control Agency and the United States Environmental
Protection Agency.
V. Reclamation shall include the replacement of the entire stockpile of topsoil on the mined area, reseeding
and mulching necessary to re-establish vegetative cover for permanent slope stabilization and erosion
control. The minimum depth of topsoil shall not be less than two inches after reclamation. No restored
slopes may exceed a gradient of 25% or four to 1 (4:1).
W. The Property Owner must show how materials stockpiled for recycling will be processed and inform the
City of all stockpiled materials.
X. The Property Owner may not assign this permit without written approval of the City. The Property
Owner will be responsible for all requirements of this permit and all City ordinances on the licensed
premises for the permit period unless the Property Owner gives sixty (60) days prior written notice to the
City of termination and surrenders the permit to the City. The Property Owner 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.
Y. The Property Owner shall install and maintain a “stock” gate (or equivalent) at the entrance to the property
where the mining operation is located. The gate must be secured at 7:00 p.m. and at any time the pit is not
in use.
Z. There shall be no “haul-back” of materials from any other property or job site that would be imported to
the property for fill or other purposes other than incidental concrete recycling as referred to in paragraphs
Q, W, and topsoil imported for the purpose of re-establishing turf as accepted by the City.
AA. Mining to the elevation of 840 feet above mean sea level provided that the site is reclaimed to the elevation
shown on Exhibit A with haul-back, clean-fill material. In no instance shall mining occur in the
groundwater aquifer.
CC. Blasting or the use of explosives is prohibited.
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.
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EE. The City of Rosemount shall have the ability to collect independent soil and water samples.
FF. The operator shall install and maintain “No Trespassing” signs consistent with the standards outlined in
Minnesota State Statute 609.605.
Frattalone Companies, Inc., Property Owner, hereby consents and agrees to the foregoing conditions of said
mining permit.
IN WITNESS WHEREOF, the Property Owner has hereunto set his hand this _____ day of
__________________, 20___23.
Frattalone Companies, INC.
By:__________________________________
Its: _________________________
STATE OF MINNESOTA )
) §
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ______day of _________________, 20___23, by
__________________________________, on behalf of Frattalone Companies, Inc., Property Owner.
______________________________________
Notary Public
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3205 Spruce Street · St. Paul, MN 55117 · Phone 651.484.0448 · Fax 651.484.7839 · www.frattaloneco.com
• E a r t h w o r k • D e m o l i t i o n • U t i l i t i e s
October 28, 2024
Julia Hogan
City of Rosemount
2875 145th Street West
Rosemount, MN 55068-4997
Re: Application for Renewal of the Small Scale Mineral Extraction Permit for 2025
Dear Ms. Hogan:
Enclosed you will find the application to renew our existing Mineral Extraction Permit for 2025. In addition to the
permit application, here is a summary of our pit operations.
Summary of Activity Since the Permit was Issued:
· All required state and county permits have been obtained.
· A construction entrance was installed off of Emery Ave and that is where 100% of access has occurred
· Here are the quantities of sand material that have been extracted from the site
o 2023 0 CY
o 2024Q1 0 CY
o 2024Q2 0 CY
o 2024Q3 22,475 CY
o 2024Q4 TBD – Estimating 30,000 CY
· There has been 0 CY of imported material to the site. We expect approved material to start being imported
in 2025.
I have also included a current aerial photo of the pit conditions as well as our originally submitted plans. As you
can see, mining has begun on the north portion of Phase 1. The plan for the rest of 2024 and into 2025 is to
continue mining in that area and to move south. All within Phase 1 of the original plan.
If you have any further questions or concerns, please reach out to me directly and we will address. Thank you in
advance for your consideration of this renewal.
Sincerely,
Nick Frattalone
CEO
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10/28/24
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INDEX SHEET
POLLUTION PREVENTION PLAN
FRATTALONE COMPANIES, INC.
3205 SPRUCE STREET, ST. PAUL, MN 55117
DESCRIPTIONREVDATEBYI hereby certify that this plan, specification
or report was prepared by me or under my
direct supervision and that I am a duly
Licensed Professional Engineer under
the laws of the State of Minnesota
Print Name:
Signature:
Date:License #:
Drawn:
Designed:
Date:
BLP
BLP
15650 36TH AVE N
SUITE 110
PLYMOUTH, MN 55446
TEL (952) 346-3900
FAX (952) 346-3901
CARLSONMCCAIN.COM
BLP1 BERGER PIT
ROSEMOUNT, MN
NOTES:
AERIAL IMAGE OBTAINED FROM US FISH AND WILDLIFE SERVICE NATIONAL WETLANDS
INVENTORY MAPPER.
UNIDENTIFIED WETLANDS ON LOCATION MAP ARE NOT ABLE TO RECEIVE A
STORMWATER DISCHARGE FROM SITE.
LEASE BOUNDARY
1-MILE OFFSET OF
PROPERTY BOUNDARY
PROPOSED SITE ENTRANCE
POLLUTION PREVENTION PLAN
BERGER PIT
ROSEMOUNT, MN
EM
E
R
Y
A
V
E
E
BOLANDER PED PIT
(ADJACENT ACTIVE GRAVEL MINING)
TITLESHEET NO.
1
3
4
SITE PLAN
INDEX SHEET
NARRATIVE
6 INSPECTION FORM
TRAINING FORM
5
2 EXISTING CONDITIONS &PROPERTY BOUNDARY
RESTORATION PLAN
7
SKB
CONTAINMENT
CO HWY 42
CO
H
W
Y
4
2
MN H
W
Y
5
5
ADJACENT LANDOWNERS
MINNESOTA STATE MAP
PROJECT LOCATION MAP
NOT TO SCALE
PROJECT LOCATION
PROPOSED SITE ENTRANCE
Brannon L. Peterson, PE
58910
ISSUED FOR PERMIT APPLICATION
3/22/233/22/23
3/22/23
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Drawn:
Designed:
Date:
BLP
BLP
15650 36TH AVE N
SUITE 110
PLYMOUTH, MN 55446
TEL (952) 346-3900
FAX (952) 346-3901
CARLSONMCCAIN.COM
BLP1 ISSUED FOR PERMIT APPLICATION 2
of
7
EXISTING CONDITIONS
& ADJACENT LAND OWNERS
POLLUTION PREVENTION PLAN
DESCRIPTIONREVDATEBYI hereby certify that this plan, specification
or report was prepared by me or under my
direct supervision and that I am a duly
Licensed Professional Engineer under
the laws of the State of Minnesota
Print Name:
Signature:
Date:License #:
EXISTING CULVERT
FRATTALONE COMPANIES, INC.
3205 SPRUCE STREET, ST. PAUL, MN 55117
BERGER PIT
ROSEMOUNT, MN
NOTES:
1.TOPOGRAPHIC CONTOURS FROM MN DNR MNTOPO
GIS ELEVATION DATA.
2.PROPERTY BOUNDARIES AND ROADWAYS FROM
DAKOTA COUNTY GIS DATA.
3.OVERHEAD ELECTRIC AND WOODS APPROXIMATE
FROM AERIAL IMAGERY.
STORMWATER FLOW DIRECTION
LEASE BOUNDARY
TOPOGRAPHIC MAJOR CONTOUR
TOPOGRAPHIC MINOR CONTOUR
880
APPROXIMATE OVERHEAD ELECTRIC
LEGEND
APPROXIMATE WOODS
PROPOSED MINING BOUNDARY
BOLANDER PED PIT
(EXISTING MINING)
NEIGHBORING PARCELS
APPROXIMATE WELL
PROPERTY BOUNDARY
EXISTING FIELD
ENTRANCE
(10' INTERVAL)
(2' INTERVAL)
EXISTING CULVERT
APPROX. ELECTRIC
TRANSMISSION LINE
GRAVEL ROADWAY
APPROX.
OVERHEAD
ELECTRIC
ELECTRIC
TRANSMISSION
TOWER
ELECTRIC
TRANSMISSION
TOWER
APPROX. BURIED
HAZARDOUS LIQUID
PIPELINE AND 50' EASEMENT PROPOSED MINING
BOUNDARY
APPROX. BURIED
HAZARDOUS LIQUID PIPELINE
AND 50' EASEMENT
APPROX. IRRIGATION
WELL
IRRIGATION BOOM
RADIUS
APPROXIMATE BURIED PIPELINE
LEASE BOUNDARY
APPROXIMATE EASEMENT
Brannon L. Peterson, PE
58910
APPROX. 165' ELECTRIC
TRANSMISSION LINE
EASEMENT
3/22/233/22/23
3/22/23
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Page 27 of 73
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Drawn:
Designed:
Date:
BLPBrannon L. Peterson, PE
BLP
58910
15650 36TH AVE N
SUITE 110
PLYMOUTH, MN 55446
TEL (952) 346-3900
FAX (952) 346-3901
CARLSONMCCAIN.COM
BLP1 ISSUED FOR PERMIT APPLICATION 3
of
7
SITE PLAN
POLLUTION PREVENTION PLAN
DESCRIPTIONREVDATEBYI hereby certify that this plan, specification
or report was prepared by me or under my
direct supervision and that I am a duly
Licensed Professional Engineer under
the laws of the State of Minnesota
Print Name:
Signature:
Date:License #:
NOTES:
1.PHASE 2 SHALL NOT BE EXCAVATED UNTIL AT LEAST 70% OF PHASE 1 HAS BEEN
RECLAIMED AS SHOWN ON SHEET 4. MINERAL EXTRACTION IS NOT TO EXCEED
19.5 ACRES OF OPEN EXCAVATION AT ANY ONE TIME.
2.INSTALL DIVERSION BERMS AS NECESSARY TO CONTAIN ALL STORMWATER AS
MINING PROGRESSES.
3.STABILIZE ALL DIVERSION AND SCREENING BERMS WITH VEGETATION ON THE
UPSTREAM AND DOWNSTREAM SIDE OF THE BERMS. ENSURE BERMS ARE 70%
COVERED WITH VEGETATION BEFORE REMOVING SILT FENCE. MAINTAIN
VEGETATION ON THE BERMS AS NECESSARY.
4.MAINTAIN ROADWAYS IN WELL GRADED CONDITION, LIMIT HAUL TRAFFIC TO
ROADWAYS, AND LIMIT TRAFFIC TO 15 MPH TO PREVENT OFFSITE SEDIMENT
TRACKING, INCLUDING MUD AND OTHER DEBRIS.
FRATTALONE COMPANIES, INC.
3205 SPRUCE STREET, ST. PAUL, MN 55117
BERGER PIT
ROSEMOUNT, MN
PHASE 1 DIVERSION/SCREENING BERM
PHASE 1 SILT FENCE
LEASE BOUNDARY
TOPOGRAPHIC MAJOR CONTOUR (10' INTERVAL)
TOPOGRAPHIC MINOR CONTOUR (2' INTERVAL)
880
EXISTING OVERHEAD ELECTRIC
LEGEND
APPROXIMATE WOODS
MINING BOUNDARY
NEIGHBORING PARCELS/SUBDIVISIONS
PROPERTY BOUNDARY
GRAVEL ROADWAY
APPROX. ELECTRIC
TRANSMISSION LINE
APPROX. BURIED
HAZARDOUS LIQUID PIPELINE
AND 50' EASEMENT
PROPOSED MINING
BOUNDARY
IRRIGATION BOOM
RADIUS
INSTALL SILT FENCE
ALONG LEASE BOUNDARY
TEMPORARY INFILTRATION POND;
BOTTOM EL. 835
SILT FENCE MAINTAINED AT
EAST EDGE OF PHASE 2 MINING
PROPOSED PRIMARY ACCESS
ROAD WITH LOCKED GATE
(PENDING PERMIT APPROVAL
FROM DAKOTA COUNTY)
JERSEY BARRIERS INSTALLED TO
PROTECT TRANSMISSION TOWER
4H
:
1
V
1H:1V EXCAVATION
SLOPE
1H:1V EXCAVATION
SLOPE
1H:1V EXCAVATION
SLOPE
PROPOSED SECONDARY
SITE ACCESS WITH
LOCKED GATE
EXCAVATION MAJOR CONTOUR (10' INTERVAL)
EXCAVATION MINOR CONTOUR (2' INTERVAL)
930
PHASE 2 DIVERSION/SCREENING BERM
PHASE 2 SILT FENCE
INSTALL ROCK CONSTRUCTION EXIT
INSTALL ROCK CONSTRUCTION EXIT
APPROXIMATE BURIED PIPELINE
APPROXIMATE EASEMENT
APPROXIMATE WELL
APPROX. 165' ELECTRIC
TRANSMISSION LINE
EASEMENT
5/10/235/10/23
3/22/23
PROPOSED INITIAL
STOCKPILE FOR
PHASE 1
PROPOSED INITIAL
STOCKPILE FOR
PHASE 1
PROPOSED INITIAL
STOCKPILE FOR
PHASE 1
EXISTING TREES CLEARED
AS PHASE 1 DEVELOPS
SILT FENCE INSTALLED
AROUND DOWNSTREAM
PERIMETER IF STOCKPILE
IS LOCATED OUTSIDE OF
INITIAL MINING PIT
BLP2 UPDATED PER CITY COMMENTS5/10/23
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Page 28 of 73
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AND 50' EASEMENT
Drawn:
Designed:
Date:
BLP
BLP
15650 36TH AVE N
SUITE 110
PLYMOUTH, MN 55446
TEL (952) 346-3900
FAX (952) 346-3901
CARLSONMCCAIN.COM
BLP1 RECLAMATION PLAN
POLLUTION PREVENTION PLAN
FRATTALONE COMPANIES, INC.
3205 SPRUCE STREET, ST. PAUL, MN 55117
BERGER PIT
ROSEMOUNT, MN
PROPOSED SILT FENCE
LEASE BOUNDARY
TOPOGRAPHIC MAJOR CONTOUR (10' INTERVAL)
TOPOGRAPHIC MINOR CONTOUR (2' INTERVAL)
880
EXISTING OVERHEAD ELECTRIC
LEGEND
MINING BOUNDARY
NEIGHBORING PARCELS/SUBDIVISIONS
PROPERTY BOUNDARY
GRAVEL ROADWAY
4
of
7
DESCRIPTIONREVDATEBYI hereby certify that this plan, specification
or report was prepared by me or under my
direct supervision and that I am a duly
Licensed Professional Engineer under
the laws of the State of Minnesota
Print Name:
Signature:
Date:License #:
APPROX. ELECTRIC
TRANSMISSION LINE
IRRIGATION BOOM
RADIUS
LEASE BOUNDARY
4H
:
1
V
4H:1V RECLAMATION
SLOPE
RECLAMATION MAJOR CONTOUR (10' INTERVAL)
RECLAMATION MINOR CONTOUR (2' INTERVAL)
930
4H
:
1
V
2%
2%
2%
~6%
NOTES:
1.INSTALL SILT FENCE, AS NECESSARY, ALONG ALL DOWNSTREAM PERIMETERS OF
RECLAMATION ACTIVITIES.
2.ALL TEMPORARY ACCESS ROADS SHALL BE SALVAGED AND REMOVED FROM THE
SITE.
3.ALL RECLAIMED AREAS SHALL RECEIVE A MINIMUM OF 6" OF TOPSOIL.
APPROXIMATE BURIED PIPELINE
APPROXIMATE EASEMENT
Brannon L. Peterson, PE
58910
ISSUED FOR PERMIT APPLICATION
APPROXIMATE WELL
APPROX. 165' ELECTRIC
TRANSMISSION LINE
EASEMENT
3/22/23
5/10/235/10/23
BLP2 UPDATED PER CITY COMMENTS5/10/23
APPROXIMATE WOODS
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Page 29 of 73
Page 30 of 73
Page 31 of 73
August 2023
October 2024
Page 32 of 73
April
2023
April
2024
Page 33 of 73
E X E C U T I V E S U M M A R Y
Planning Commission Regular Meeting: November 26, 2024
Tenative City Council Meeting: Site Plan Reviews are solely the purview of the Planning Commission,
and unless denied and appealed are not reviewed by the City Council.
AGENDA ITEM: Request by Keystone Development Partners, LLC.,
for approval of a site plan to construct
office/warehouses in the Biscayne Business Park.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.b.
ATTACHMENTS: Site Location, Existing Conditions, Site and
Landscape Plan, Elevations and Floorplans,
Renderings, Utility Plan, Engineering Review Memo
dated November 18, 2024, Parks and Recreation
Review Memo dated November 18, 2024
APPROVED BY: AK
RECOMMENDED ACTION: Motion to approve the site plan for Keystone Development Partners
proposed office/warehouses in the Biscayne Business Park, subject to the following conditions being
met prior to the issuance of a building permit:
1. Vacation of perimeter easements along existing interior parcel boundaries.
2. The applicant shall update the landscape plan to relocate two trees and provide an additional
65 foundation plantings.
3. The applicant shall combine the subject property into a single parcel.
4. The applicant shall provide verification of site lighting and, if necessary, a photometric study to
prove conformance with site lighting standards.
5. If centralized waste collection is utilized, the applicant shall provide plans for a trash enclosure
that meets the requirements of City Code Section 5-1-3.
6. Payment of $42,330 cash-in-lieu of park land dedication, as detailed in the Parks and Recreation
Director's memo dated November 18, 2024.
7. Conformance with the requirements of the City's engineer as detailed in the attached review
memo dated November 18, 2024.
8. Conformance with any requirements of the City's fire marshal.
BACKGROUND
The Planning Commission is being asked to review the site plan submitted by Keystone Development
Partners, LLC., to construct a series of multi-tenant buildings that will house primarily warehousing
space with small offices and waiting areas near the entrances. The subject property is located within
the Biscayne Business Park on a site comprised of three existing parcels. The plans submitted by the
applicant meet all the requirements of the zoning ordinance within the City Code, and staff is
recommending approval of the site plan, subject to conditions listed in the recommended action
above.
Page 34 of 73
Applicant Keystone Development Partners, LLC.
Property Owner Stordahl Partnership, LLLP
Site Location 2501, 2511, and 2521 158th Circle West
Site Area in Acres 4.70 Acres
Current Zoning B-2 PUD: Employment Planned Unit Development
Comp Plan Designation Business Park
GENERAL INFORMATION
The site of the proposed warehouses is within the Biscayne Business Park Planned Unit Development
that was approved in 2019. The business park was designed with a private roadway that serves the
parcels, and stormwater is managed by several ponds that are located around the business park's
perimeter. It's located in the southern portion of the city near the intersection of Biscayne Ave and
160th Street West (CSAH 46). The business park so far has seen the development of a single building
that was built on spec by the developer. That building currently houses Valley's Own Bakehouse and
Conquer Ninja Gym. The applicant is proposing to construct five buildings and rent office/warehouse
space within the units to tenants. The buildings will be constructed in a manner that allows the various
spaces to be right-sized for specific tenants.
The Biscayne Business Park is zoned B-2 Employment with a PUD overlay. Office/warehousing is an
allowed use in that zoning district. The approved PUD for the site includes provisions that allow for
shared driveways and buildings to be constructed on lots without frontage on a public street. Because
the buildings would be constructed across existing parcel boundaries, the applicant must combine the
parcels into one. The zoning ordinance allows for multiple principal structures within PUDs.
SITE PLAN REVIEW
The purpose of a site plan review is to evaluate each project as it relates to the performance and site
design standards of the zoning ordinance. Site plan approval is required for all commercial, industrial,
institutional, and multi-family development projects.
Site Plan Review applications are approved by the Planning Commission and considered a quasi-judicial
action. As such, the City has a set of standards and requirements for review. Generally, if a site plan
application meets the ordinance requirements, it must be approved. These standards are outlined in
Section 11-6-3 (Use-Specific Standards) and 11-9-1 (Site Plan and Building Design Review).
Site Standards
The five proposed buildings will consist of two types. The buildings located more centrally to the site
will be double loaded with units placed back to back. Two buildings in the northwest portion of the
site will be single-loaded. Parking will be provided near each entrance to the buildings, and additional
parking is provided around the periphery. The table below shows the required setbacks in comparison
with those provided by the site plan.
Frontage Required Setback Provided Setback
Page 35 of 73
Building Parking Building Parking
North, Rear Yard 10' 10' 35.13' 91.5'
East, Side Yard 10' 10' 57.25' 14.32'
South, Front Yard 30' 20' 31.54' 43.27'
West, Side Yard 10' 10' 143.52' 75.82'
in addition to the setback standards listed in the table above, the B-2 Employment zoning district also
has a maximum lot coverage standard of 75%. The proposed site plan shows impervious surfaces
covering just 52% of the site.
Building Massing and Materials
The applicant provided architectural plans and renderings that depict buildings that meet the zoning
code requirements. The exteriors feature architectural metal panels with a striated pattern in varying
colors. Staff finds this material to be better than precast concrete panels or other materials specifically
listed in the zoning ordinance, both from a durability and visual standpoint. Focus is drawn to the
corners of the buildings through the use of contrasting colors and parapet accents along the roofline.
Glass entrance areas are augmented by awnings to provide further variation along the facades. The
proposed buildings, at 20' tall, are well below the maximum height of 50'.
Access and Parking
There will be two curb cuts that allow access into the site from the private 158th Circle West.
Vehicular traffic will be allowed to circulate through the site and around the buildings. Parking will be
provided both at each entrance and also along the perimeter of the site. A total of 60 stalls are
required and the applicant's plans show 66 stalls provided. The fire marshal will review the plans to
verify enough ADA stalls are provided and if their location meets statutory requirements. The excess 6
parking stalls will allow the applicant to replace some of the parking stalls closest to building entrances
with wheelchair loading zones. The table below describes how parking needs are calculated as required
by the zoning ordinance.
Use Required
Warehousing (49,130 s.f. @ 1 stall per 2,000 s.f.) 25 stalls
Office (10,350 @ 1 stall per 300 s.f.) 35 stalls
Total Required 60 stalls (66 provided)
Landscaping
The applicant's submittal includes a landscaping plan that meets the minimum planting requirement
for trees, but falls short of the minimum foundation planting requirement. Areas where trees can be
planted are limited by the onsite stormwater ponding, although the applicant could have made use of
some of the areas outside those easements, particularly in the western portion of the site. The
applicant's landscape plan shows trees planted along the building perimeter and along Biscayne
Page 36 of 73
Avenue and 158th Circle West. The City's engineer has reviewed the landscape plan and found no
conflicts between the proposed planting and City utilities except for two trees in the western portion
of the site that will need to be relocated from the easement area that contains stormwater
infrastructure. The applicant will need to ensure that private utilities, such as fiberoptic cable, will not
be impeded by its proposed placement of trees. This is noted in the conditions of approval as well as
the requirement to provide additional foundation plantings. Staff recommends their placement along
the eastern drive aisle that is most visible from Biscayne Avenue. Parking lot landscaping, equal to 5%
of the parking areas, is provided along the perimeter of the parking areas in the north and west areas
of the site.
Planting Type Required Provided
Trees 69 trees (1 per 3,000 s.f. site
area)
69 trees
Foundation Plantings 215 (1 per 10 linear feet of
building perimeter)
150 shrubs (short 65)
Site Lighting
The applicant's plans do not indicate any site lighting, although the rendering provided shows some
lighting beneath the awnings at each entrance. The applicant will need to confirm the presence or
absence of site lighting and provide proof that any lighting provided is within the maximum lumen
allowed at the property boundaries. Given the site layout, staff expects the site will be able to comply
with the standards of the code.
Engineering
The site will be served by existing utilities installed in 158th Circle West, and stormwater will be
collected and managed onsite. The City's engineer has provided a review memo that is attached to this
report. In addition to technical comments, the engineer notes that turning radii should be provided to
ensure larger vehicles are able to maneuver. The applicant has since provided those to the City.
Additionally, the City's engineering memo includes a comment on the location of trash containers.
The applicant is working on a centralized location for waste management. This must meet the
requirements of Section 5-1-3 of the City Code. Specifically, it must be enclosed in a structure that
matches the principal buildings on site. Staff has included a condition of approval related to this in the
recommended action. If centralized trash collection is not utilized, all waste containers must be stored
inside each unit.
Park Dedication
Park land dedication is typically determined and collected at the time of plat approval. In this case, the
developer asked that park land dedication be collected as each site is developed. Parks and Recreation
staff has provided a memo describing the park dedication requirement for this project, and is
recommending cash-in-lieu in the amount of $42,330.
RECOMMENDATION
Staff is recommending approval of the site plan, subject to specific conditions that, when met, will
Page 37 of 73
ensure conformance of the proposed development with the Zoning Ordinance. None of the shortfalls
within the applicant's submittal are significant enough that they could not be met prior to the issuance
of a building permit.
Page 38 of 73
Page 39 of 73
S89°59'39"W 610.88
N0
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2
6
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N89°34'05"E 689.25
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9
2
EXISTING/
REMOVAL PLAN
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:
Sheet Title:
Revision:
Pr
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51
5
S
o
u
t
h
W
a
s
h
i
n
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t
o
n
A
v
e
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A
l
b
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M
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5
0
7
-
3
7
3
-
4
8
7
6
No.:
Drawn:
Project Manager:
Project Status:
Date:
Checked:bjj
10/22/2024
1"=30'
KD
P
W
A
R
E
H
O
U
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E
Page 40 of 73
23.81'
10.16'
20.00'
22.00'24.82'
23.33'
10.16'
24.00'
26.91'
31.54'
57.25'
35.36'
20.90'20.61'
S89°59'39"W 610.88
N0
0
°
0
0
'
2
1
"
W
2
6
2
.
5
6
N89°34'05"E 689.25
S0
0
°
1
0
'
4
3
"
W
3
0
2
.
9
2
HARDSCAPE &
LANDSCAPE
PLAN
C3
Co
n
s
u
l
t
a
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t
:
Sheet Title:
Revision:
Pr
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Project Status:
Date:
Checked:bjj
ZONING NOTES
B2 EMPLOYMENT DISTRICT
BUILDING SETBACKS:
FRONT: 30'
SIDE: 10'
REAR: 10'
10/22/2024
1"=30'
KD
P
W
A
R
E
H
O
U
S
E
LOT AREA (LOTS 6,7,8): 4.70 ACRES
PROPOSED IMPERVIOUS AREA: 2.45 ACRES
WATER QUALITY VOLUME REQUIRED: 8892 CU. FT.
WATER QUALITY VOLUME PROVIDED: SEE
DRAINAGE PLAN/REPORT BY OTHERS
IMPERVIOUS COVERAGE
Page 41 of 73
ABBREVIATIONS
SYMBOL ANNOTATION
W-X
WINDOW NUMBER
OPENING
NUMBER ELEVATIONS
TO XXXX
EL = XXX'-XX"
XXX
ROOM
NAME
BUILDING SECTIONKEY NOTE
XX
X
XX
X
XX
X
WALL TYPE
TYPICAL DETAIL
INDICATOR
ELEVATION
INDICATORS
X
X
X
X
XXX
X
XX
X
XX
TYPICAL WALL
SECTION
X
XX
ROOM
NUMBER
XX
X
X'-X"
DEMOLITION
X
REVISION
XX
NORTH
ARROW
STRUCTURAL GRID
X
X
MATERIAL GRAPHICS
VICINITY MAP
(NOT TO SCALE)
INSULATION
RIGID INSULATION
WOOD BLOCKING
HD FIBERBOARD
FINISHED WOOD
ACOUSTICAL
CEILING TILE
PARTICLE
BOARD
BLACK DIRT
GRANULAR FILL
EARTH BACK FILL
PEA ROCK
UNDISTURBED
EARTH
CONCRETE
BRICK
CMU / HWC BLOCK
CLAY TILE
STEEL
GYPSUM BOARD/
STONE
PLYWOOD
Oleson + Hobbie Architects, LLC.
330 Stadium Road, Suite 202
Mankato, MN 56001
T: 507.385.1158 www.oharchitects.com
Architect SHEET INDEX
KDP WAREHOUSE DEVELOPMENT
ROSEMOUNT, MN
JONES HAUGH SMITH Civil
Engineer112 East Oakland Avenue
Austin, MN 55912
T: 507.373.4876
www.jhseng.com
COMPANY NAME Consultant
Address
City, ST, Zip
T: Phone Number
F: Fax Number
website
RISE STRUCTURAL Structural
Engineer6909 S Lyncrest Place
Suite 110
Sioux Falls, SD 57108
T: 605.743.2510
www.riseincorp.com
PROJECT LOCATION
PROJECT #
DATE
DRAWN BY
CHECKED BY
SHEET TITLE
SHEET
2024 OLESON+HOBBIE ARCHITECTS, LLC.C
REVISIONS
ARCHITECTURE + INTERIORS + PLANNING + SUSTAINABILITY
W W W . O H A R C H I T E C T S . C O M
ARCHITECT OF RECORD
CONSULTANT
XX
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
330 Stadium Road, Suite 202, Mankato, MN 56001
T: 507.385.1158
10
/
2
9
/
2
0
2
4
1
1
:
0
1
:
1
2
A
M
KDP WAREHOUSES
ROSEMOUNT, MN
T1.1
TITLE SHEET
AJK
24-039RM
TAA
10/18/2024
TITLE SHEETS
T1.1 TITLE SHEET
T1.2 STANDARD MOUNTING HEIGHTS
T1.3 CODE PLAN - LOWER LEVEL
T1.4 CODE PLAN - MAIN LEVEL
CIVIL
C1.0 SITE PLAN
ARCHITECTURAL
AS1.1 ARCHITECTURAL SITE PLAN
A1.0 FLOOR PLAN - 8-UNIT
A1.1 FLOOR PLAN - 3-UNIT
A2.1 DOOR & WINDOW SCHEDULE
A2.2 CONSTRUCTION ASSEMBLIES
A3.0 EXTERIOR ELEVATIONS - 8-UNIT
A3.1 EXTERIOR ELEVATIONS - 3-UNIT
A4.1 BUILDING SECTIONS
STRUCTURAL
S1.0 STRUCTURAL NOTES
S1.1 STRUCTURAL FLOOR PLANS
SET NO.
AB ANCHOR BOLT
AC ACOUSTIC
ACT ACOUSTICAL CEILING TILE
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
ANCH ANCHOR
AP ACCESS PANEL
APPROX APPROXIMATE(LY)
ARCH ARCHITECT
AWC ACOUSTICAL WALL COVERING
BC BOTTOM OF CURB
BCS BABY CHANGING STATION
BD BOARD
BF BOTH FACES
BIT BITUMINOUS
BK BRICK
BL BORROWED LITE
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM, BENCH MARK
BO BY OTHERS, BY OWNER
BOT BOTTOM
BRDG BRIDGING
BRG BEARING
BRKT BRACKET
BS BACKSET
BSMT BASEMENT
BUR BUILT-UP ROOF(ING)
CAB CABINET
CB CATCH BASIN, CHART BOX
CER CERAMIC
CG CORNER GUARD
CI CAST IRON
CJ CONTROL JOINT
CLG CEILING
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
COMP COMPOSITION
CONC CONCRETE
COND CONDUCTOR, CONDUIT
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CONV CONVECTOR
CORR CORRIDOR
CRS COURSE
CSK COUNTERSINK
CT CERAMIC TILE
CTR CENTER
CUH CABINET UNIT HEATER
CWT CERAMIC WALL TILE
DBL DOUBLE
DEMO DEMOLITION
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DW DISH WASHER
DWG DRAWING
DWL DOWEL
EA EACH
EC ELECTRICAL CONTRACTOR
EF EXHAUST FAN
EHD ELECTRIC HAND DRYER
EIFS EXTERIOR INSULATION AND
FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
ENCL ENCLOSURE
EP ELECTRICAL PANEL
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXC EXCAVATE
EXIST EXISTING
EXP EXPANSION, EXPOSED
STRUCTURE
EXT EXTERIOR
FA FRESH AIR
FC FIRE CODE
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FIN FINISH
FLEX FLEXIBLE
FLR FLOOR
FLSHG FLASHING
FOS FACE OF STUD(S)
FP FIREPROOF(ING)
FR FRAME
FRP FIBERGLASS REINFORCED
PANEL
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GEN GENERAL
GI GALVANIZED IRON
GL GLASS, GLAZED
GMU GLAZED MASONRY UNIT
GR GRILLE
GYP GYPSUM
GYP BD GYPSUM BOARD
HB HOSE BIB
HC HOLLOW CORE
HD HEAD
HDR HEADER
HDW HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HW HOT WATER
ID INSIDE DIAMETER, INSIDE
DIMENSION
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JST JOIST
JT JOINT
KD KNOCKED DOWN
LAM LAMINATED
LAV LAVATORY
LB POUND (WEIGHT)
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
LSJ LONG SPAN JOIST
LT LIGHT
LWC LIGHT WEIGHT CONCRETE
MAS MASONRY
MAT MATERIAL
MAX MAXIMUM
MC MECHANICAL CONTRACTOR
MECH MECHANICAL
MEMB MEMBRANE
MET METAL
MEZZ MEZZANINE
MFG MANUFACTURER
MGR MANAGER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
ML METAL LATH
MO MASONRY OPENING
ND NAPKIN DISPOSAL
NIC NOT IN CONTRACT
NOM NOMINAL
OAL OVERALL LENGTH
OBS OBSCURE
OC ON CENTER
OD OUTSIDE DIAMETER, OUTSIDE
DIMENSION
OFCI OWNER FURNISHED/
CONTRACTOR INSTALLED
OFOI OWNER FURNISHED/ OWNER
INSTALLED
OH OVERHEAD
OPG OPENING
OPP OPPOSITE
OZ OUNCE
P PAINT
PAR PARALLEL
PART PARTITION
PB PARTICLE BOARD
PC PRECAST CONCRETE
PERIM PERIMETER
PERP PERPENDICULAR
PL PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLWD PLYWOOD
POL POLISHED
PP POLISHED PLATE
PR PAIR
PREFAB PREFABRICATED
PREFIN PREFINISHED
PS PROJECTION SCREEN
PSF POUNDS PER SQUARE FEET
PSI POUNDS PER SQUARE INCH
PT PORCELAIN TILE
PTD PAPER TOWEL DISPENSER
QT QUARRY TILE
R RISER, RADIUS
R/W REINFORCED WITH
RAD RADIATION
RCP REFLECTED CEILING PLAN,
REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RDWD REDWOOD
REC RECESSED
REF REFRIGERATOR
REINF REINFORCE(ED),
REINFORCING
REQD REQUIRED
REV REVERSE
RFG ROOFING
RFM RECESSED FLOOR MAT
RH ROBE HOOK
RI RIGID INSULATION
RL RAIN LEADER
RM ROOM
RO ROUGH OPENING
RT RUBBER TREADS
S SINK
SB SOIL BORING
SC SOLID CORE, SEALED
CONCRETE
SCHED SCHEDULE
SD SEE DETAIL, SOAP
DISPENSER
SECT SECTION
SF SQUARE FOOT
SGT STRUCTURAL GLAZED TILE
SHT SHEET
SIM SIMILAR
SM SMOOTH
SND SANITARY NAPKIN
DISPENSER
SPEC SPECIFICATIONS
SPK SPEAKER
SQ SQUARE
SS STAINLESS STEEL, SOLID
SURFACE
ST STREET, STORM WATER
STAG STAGGERED
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUSPEND(ED)
SV SHEET VINYL
SW SLAT WALL
SYM SYMMETRICAL
T TREAD
T&G TONGUE & GROOVE
TB TACKBOARD
TC TOP OF CURB
TD TRENCH DRAIN
TEMP TEMPORARY, TEMPERED
TERR TERRAZZO
THK THICK(NESS)
THRESH THRESHOLD
TO TOP OF
TOB TOP OF BEAM
TOD TOP OF DECK
TOF TOP OF FOOTING
TOJ TOP OF JOIST
TOS TOP OF STEEL
TP TOP OF PAVEMENT
TPH TOILET PAPER HOLDER
TR TRASH RECEPTACLE
TRANS TRANSVERSE
TYP TYPICAL
UH UNIT HEATER
UNEX UNEXCAVATED
UNFIN UNFINISHED
UON UNLESS OTHERWISE NOTED
UR URINAL
UV UNIT VENTILATOR
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VFY VERIFY
VOL VOLUME
VWC VINYL WALL COVERING
W WIDTH
W/WITH
W/O WITHOUT
WC WATERCLOSET
WD WOOD
WDB WOOD BASE
WDF WOOD FLOORING
WDSC WOOD SOLID CORE
WDW WINDOW
WH WALL HYDRANT
WI WROUGHT IRON
WP WATERPROOF(ING)
WR WATER RESISTANT
WS WEATHERSTRIPPING
WSCT WAINSCOT
WWM WELDED WIRE MESH
Page 42 of 73
BI
S
C
A
Y
N
E
A
V
E
OUTLOT A
123
4
8765
260.98
261.95213.65
213.64
N0
0
°
1
1
'
0
4
"
E
6
7
2
.
0
5
N0
0
°
2
0
'
0
3
"
E
6
7
0
.
2
4
1.87 ACRES
1.47 ACRES 1.81 ACRES
N89°34'26"E 993.29
N89°41'05"E 995.03
10
'
-
0
"
10
'
-
0
"
10' - 0"
10' - 0"
1.95 ACRES
69 PARKING SPACES
11
30 UNITS
11
6
3-UNIT 3-UNIT
8-UNIT 8-UNIT 8-UNIT6666 6
5 6
24
'
-
0
"
24
'
-
0
"
22
'
-
0
"
22
'
-
0
"
22
'
-
0
"
PROJECT #
DATE
DRAWN BY
CHECKED BY
SHEET TITLE
SHEET
2024 OLESON+HOBBIE ARCHITECTS, LLC.C
REVISIONS
ARCHITECTURE + INTERIORS + PLANNING + SUSTAINABILITY
W W W . O H A R C H I T E C T S . C O M
ARCHITECT OF RECORD
CONSULTANT
XX
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NORTH
330 Stadium Road, Suite 202, Mankato, MN 56001
T: 507.385.1158
10
/
2
9
/
2
0
2
4
1
1
:
0
1
:
1
7
A
M
KDP WAREHOUSES
ROSEMOUNT, MN
AS1.1
ARCHITECTURAL
SITE PLAN
AJK
24-039RM
TAA
10/18/2024
SCALE:AS1.1 1" = 40'-0"
1 ARCHITECTURAL SITE PLAN
Page 43 of 73
A3.0
A3.0
3
33
'
-
0
"
33
'
-
0
"
33
'
-
0
"
33
'
-
0
"
60' - 0"60' - 0"
5'
-
3
"
8'
-
0
"
8'
-
0
"
5'
-
3
"
5'
-
3
"
8'
-
0
"
8'
-
0
"
5'
-
3
"
4
5'
-
3
"
8'
-
0
"
8'
-
0
"
5'
-
3
"
5'
-
3
"
8'
-
0
"
8'
-
0
"
5'
-
3
"
13
'
-
3
"
13
'
-
3
"
1 3 524
A
B
C
D
E
F
G
UNIT 1
102 UNIT 2
118
UNIT 3
106
Room
122
Room
110
Room
126
Room
114
Room
130
ENTRY
100 RESTROOM
101
ENTRY
104
RESTROOM
105
ENTRY
108
OFFICE
111
ENTRY
112
RESTROOM
109
ENTRY
116
ENTRY
120
ENTRY
124
ENTRY
128
RESTROOM
129
RESTROOM
125
OFFICE
123 RESTROOM
121
RESTROOM
117
OFFICE
119
13' - 0"8' - 6"9' - 4"
13' - 0"8' - 6"9' - 4"9' - 4"8' - 6"13' - 0"
9' - 4"8' - 6"13' - 0"
1'
-
1
0
"
1'
-
1
0
"
1'
-
1
0
"
19
'
-
9
"
13
'
-
3
"
13
'
-
3
"
19
'
-
9
"
19
'
-
9
"
13
'
-
3
"
13
'
-
3
"
19
'
-
9
"
1'
-
1
0
"
100.1
104.1
10
2
.
1
112.1 128.1
124.1
10
6
.
1
11
4
.
1
13
0
.
1
120.1
116.1
11
8
.
1
1
A4.1
20
'
-
0
"
20
'
-
0
"
5' - 0"5' - 0"
22' - 0"
22' - 0"
1'
-
1
0
"
1'
-
1
0
"
108.1
5' - 0"
A1.0
2
22' - 0"
2'
-
2
"
16
'
-
0
"
2'
-
2
"
2'
-
2
"
2'
-
2
"
OFFICE
103
OFFICE
107
OFFICE
115
OFFICE
131
OFFICE
127
22' - 0"
116.2
120.2
124.2
128.2112.2
108.2
100.2
104.2
10
5
.
1
10
7
.
1
10
3
.
1
10
1
.
1
10
9
.
1
11
1
.
1
11
5
.
1
11
3
.
1
12
9
.
1
13
1
.
1
12
7
.
1
12
5
.
1
11
7
.
1
12
1
.
1
12
3
.
1
11
9
.
1
11
0
.
1
RESTROOM
113
2
A4.1
FUTURE STAIRS
FUTURE STAIRS
FUTURE STAIRS
FUTURE STAIRS
20
0
.
4
20
0
.
3
20
'
-
0
"
20
'
-
0
"
5' - 0"
A1.0
3
5
4 6
PROJECT #
DATE
DRAWN BY
CHECKED BY
SHEET TITLE
SHEET
2024 OLESON+HOBBIE ARCHITECTS, LLC.C
REVISIONS
ARCHITECTURE + INTERIORS + PLANNING + SUSTAINABILITY
W W W . O H A R C H I T E C T S . C O M
ARCHITECT OF RECORD
CONSULTANT
XX
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NORTH
330 Stadium Road, Suite 202, Mankato, MN 56001
T: 507.385.1158
10
/
2
9
/
2
0
2
4
1
1
:
0
1
:
1
8
A
M
KDP WAREHOUSES
ROSEMOUNT, MN
A1.0
FLOOR PLAN -
8-UNIT
AJK
24-039RM
TAA
10/18/2024
SCALE:A1.0 1/8" = 1'-0"
1 FLOOR PLAN - 8-UNIT
SCALE:A1.0 1/4" = 1'-0"
2 01 Floor Plan - Callout 1
SCALE:A1.0 1/4" = 1'-0"
3 RESTROOM - WEST ELEV
SCALE:A1.0 1/4" = 1'-0"
4 RESTROOM - SOUTH ELEV
SCALE:A1.0 1/4" = 1'-0"
5 RESTROOM - NORTH ELEV
SCALE:A1.0 1/4" = 1'-0"
6 RESTROOM - EAST ELEV
Page 44 of 73
A3.1
1
A3.1 2
A3.1
3
A3.14
21' - 9"5' - 3"8' - 0"8' - 0"5' - 3"21' - 9"21' - 9"5' - 3"8' - 0"
2' - 10"12' - 0"2' - 10"2' - 10"
9'
-
4
"
8'
-
6
"
13
'
-
0
"
55
'
-
0
"
Room
202
Room
200
Room
201
OFFICE
203
OFFICE
207
RESTROOM
205
Room
204
Room
206
Room
210
Room
208
Room
209
OFFICE
211
20
0
.
1
20
4
.
1
205.1201.1
20
2
.
2
203.1 207.1
20
6
.
2
21
0
.
2
211.1
209.1
20
8
.
1
210.1206.1202.1
35' - 0"35' - 0"35' - 0"
5'
-
0
"
5'-0" CONCRETE APRON 5'-0" CONCRETE APRON
5'-0" CONCRETE
APRON
5'-0" CONCRETE APRON 5'-0" CONCRETE APRON
A3.1
1
A3.1 2
A3.1
3
A3.14
FUTURE
MEZZANINE
301
FUTURE
MEZZANINE
302
OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW
PROJECT #
DATE
DRAWN BY
CHECKED BY
SHEET TITLE
SHEET
2024 OLESON+HOBBIE ARCHITECTS, LLC.C
REVISIONS
ARCHITECTURE + INTERIORS + PLANNING + SUSTAINABILITY
W W W . O H A R C H I T E C T S . C O M
ARCHITECT OF RECORD
CONSULTANT
XX
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NORTH
330 Stadium Road, Suite 202, Mankato, MN 56001
T: 507.385.1158
10
/
2
9
/
2
0
2
4
1
1
:
0
1
:
1
9
A
M
KDP WAREHOUSES
ROSEMOUNT, MN
A1.1
FLOOR PLAN -
3-UNIT
AJK
24-039RM
TAA,DGH
10/18/2024
SCALE:A1.1 1/8" = 1'-0"
1 FLOOR PLAN - 3-UNIT
SCALE:A1.1 1/8" = 1'-0"
2 FLOOR PLAN - SECOND LEVEL
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MAIN LEVEL
100' - 0"
1
3
524
T.O. UPPER WALL
122' - 6"T.O. LOWER WALL
120' - 0"
7.2 STRIATED PANELFLAT PANELS OR MESA PANELS FLAT PANELS OR MESA PANELS
TO INT WALLS
110' - 0"
2
A4.1
MAIN LEVEL
100' - 0"
ABCDEFG
T.O. UPPER WALL
122' - 6"T.O. LOWER WALL
120' - 0"7.2 STRIATED PANEL
FLAT PANELS OR MESA PANELS FLAT PANELS OR MESA PANELS
7.2 STRIATED PANEL
26' - 7"46' - 10"26' - 7"
TO INT WALLS
110' - 0"
1
A4.1
MAIN LEVEL
100' - 0"
1
35
2
4
T.O. UPPER WALL
122' - 6"T.O. LOWER WALL
120' - 0"
7.2 STRIATED PANEL
FLAT PANELS OR MESA PANELS FLAT PANELS OR MESA PANELS
TO INT WALLS
110' - 0"
2
A4.1
MAIN LEVEL
100' - 0"
A B C D E F G
T.O. UPPER WALL
122' - 6"T.O. LOWER WALL
120' - 0"
7.2 STRIATED PANEL
FLAT PANELS OR MESA PANELS
7.2 STRIATED PANEL
FLAT PANELS OR MESA PANELS
TO INT WALLS
110' - 0"
1
A4.1
PROJECT #
DATE
DRAWN BY
CHECKED BY
SHEET TITLE
SHEET
2024 OLESON+HOBBIE ARCHITECTS, LLC.C
REVISIONS
ARCHITECTURE + INTERIORS + PLANNING + SUSTAINABILITY
W W W . O H A R C H I T E C T S . C O M
ARCHITECT OF RECORD
CONSULTANT
XX
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330 Stadium Road, Suite 202, Mankato, MN 56001
T: 507.385.1158
10
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2
9
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2
0
2
4
1
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:
0
1
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2
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KDP WAREHOUSES
ROSEMOUNT, MN
A3.0
EXTERIOR
ELEVATIONS -
8-UNIT
AJK
24-039RM
TAA
10/18/2024
SCALE:A3.0 1/8" = 1'-0"
1 SOUTH ELEVATION 8-UNIT
SCALE:A3.0 1/8" = 1'-0"
2 EAST ELEVATION - 8-UNIT
SCALE:A3.0 1/8" = 1'-0"
3 NORTH ELEVATION - 8-UNIT
SCALE:A3.0 1/8" = 1'-0"
4 WEST ELEVATION - 8-UNIT
Page 46 of 73
GENERAL NOTES
1.
2.
3.
4.
XXX
XXX
XXX
XXX
PROJECT #
DATE
DRAWN BY
CHECKED BY
SHEET TITLE
SHEET
2024 OLESON+HOBBIE ARCHITECTS, LLC.C
REVISIONS
ARCHITECTURE + INTERIORS + PLANNING + SUSTAINABILITY
W W W . O H A R C H I T E C T S . C O M
ARCHITECT OF RECORD
CONSULTANT
XX
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
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330 Stadium Road, Suite 202, Mankato, MN 56001
T: 507.385.1158
10
/
2
9
/
2
0
2
4
1
1
:
0
1
:
2
6
A
M
KDP WAREHOUSES
ROSEMOUNT, MN
A3.1
EXTERIOR
ELEVATIONS -
3-UNIT
AJK
24-039RM
TAA
10/18/2024
EXTERIOR FINISH LEGEND
MARK MFR MODEL COLOR COMMENTS
BRICK
BR-1
BR-2
ENGINEERED WOOD
EW-1
EW-2
PAINT
PNT-1
PNT-2
PRECAST
PC-1
PC-2
PREFINSHED METAL
MTL-1
MTL-2
ROOFING
RF-1
RF-2
RF-3
SIDING
S-1
S-2
STONE
STN-1
STN-2
WOOD
WD-1
WD-2
SCALE:A3.1 1/8" = 1'-0"
1 SOUTH ELEVATION - 3-UNIT
SCALE:A3.1 1/8" = 1'-0"
2 WEST ELEVATION - 3-UNIT
SCALE:A3.1 1/8" = 1'-0"
3 NORTH ELEVATION - 3-UNIT
SCALE:A3.1 1/8" = 1'-0"
4 EAST ELEVATION - 3-UNIT
Page 47 of 73
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PLUMBING SPECIFICATIONS
1.All plumbing shall be installed in accordance with the Minnesota Plumbing Code (see Minnesota Rules,
Chapter 4714).
2.The water distribution system shall be disinfected per City of St. Peter Public Works.
3.PVC sanitary sewers will meet one of the following ASTM Standards: D3034, F789, D2665, or F891.
ASTM D2241 pipe may be used for sewers 6_inch and larger. The installation will comply with ASTM D2321,
which requires installation by open trench on a continuous granular bed.
4.PVC solvent weld joints will include a primer of contrasting color to the pipe and cement.
5.RCP storm sewers must comply with ASTMC76.
6.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient
rubber joints must be used to make watertight connections to manholes, catchbasins, and other structures.
Cement mortar joints are permitted only for repairs and connections of existing lines constructed with such
joints.
7.Polyethylene (PE) water services must meet ASTM D2239 or D2737 installed perASTM D2774. Joints must
use approved insert fittings with metal clamps. No more than two feet may be exposed within the building.
8.The bottom of the water service pipe located within ten feet of the sewer crossing must be at least 18 inches
above the top of the sewer. When this is not feasible, the sewer pipe must be constructed of materials listed
in the Minnesota Rules. The water service should not contain any joints or connections within 10 feet of the
crossing. See City Standard Plate 6005.
9.All portions of the storm sewer system located within 10 feet of the building or water service line must be
tested in accordance with Minnesota Rules.
10/22/2024
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Page 53 of 73
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Memorandum
To: Brian Erickson, City Engineer
Nick Egger, Director of Public Works
From: Amanda Sachi, PE
Bill Alms, PE
Emma Rae Roberts, EIT
Kris Keller, PE
Date: November 18, 2024
Re: KDP Warehouse
Engineering Review
WSB Project No. 027246-000
We reviewed the documents provided by Jones Haugh Smith Engineers + Surveyors on October
29, 2024. Documents reviewed include:
•KDP Warehouse - Civil Plans – prepared by Jones Haugh Smith, dated 10/22/24
Additional redline comments are provided on the submitted civil plans. Applicant should provide
responses to each comment and redline comment. We offer the following comments below.
Engineering Review:
1. General
a.The project consists of the construction of a 30-unit warehouse facility on a 4.7-
acre site as part of combining Lots 6-8 Block 1 of the Biscayne Business Park.
b.The site is located north of 158th Street and west of Biscayne Avenue.
c.Provide copies all required permits to City.
2. Existing Conditions/Removal Plan
a.Verify with Public Works whether the existing service serving Lot 6 Block 1 would
need to be removed or abandoned.
b.Show salvaging the existing hydrant assembly (w/ gate valve) and removing an
additional length of hydrant lead pipe.
i. Show installing salvaged hydrant assembly on Utility Plan
3. Hardscape and Landscape Plan
a.Provide turning movements for all expected vehicles including emergency,
garbage, and delivery vehicles (note impact of vehicles parked at loading bay
doors on potential access)
i. Provide garbage enclosure location and access
ii. Fire Official to review emergency access
iii. Parking in front of the large doors for each end unit will need to be
restricted so that clear turning movements will be maintained
b.Install commercial entrance per current City Standard Detail Plates
Page 54 of 73
KDP Warehouse Site Review
i. Provide radii for turning at entrance
ii. Provide transitions (beaver tails) for any curb terminations
c.Verify minimum drive lane requirements are being met between and around
buildings
d.Verify whether all drive lanes are bi-directional or whether some segments are
one way
i. Provide signage and/or pavement markings as necessary
ii. Consider curb/barrier between building and driving lanes (typ.)
e.Label typical parking spaces
i. Verify whether all spaces are 10'x20'
f.Provide wheel stops or barrier between parking spaces and building (typ.)
g.Parking spaces shown in front of entry doors (typ.)
h.Verify need for minimum walking area in front of access doors (typ.)
4. Utility Plan
a.Fire official to review fire coverage and emergency access
i. Show all existing and proposed hydrants.
ii. Demonstrate that the requirements of MSFC Appendix C – Fire Hydrant
Locations and Distribution are being met
b.Provide top and bottom of pipe elevations at utility crossings
i. Maintain minimum 18" separation between water and sewer
ii. Insulate if separation between storm sewer and water is less than 36"
c.Show all existing gate valves on service stubs and adjacent watermain.
d.Label watermain and water service material type as PVC C900 SDR 18
i. Provide proposed pipe lengths
ii. Label all fittings
e.Call out connection to existing 8" PVC C900 water stub with 8" to 6" reducer
i. Provide length of 6" PVC C900 installed from connection to building
ii. Verify with Fire Official based on building characteristics whether need for
sizing for both fire and domestic supply
f.Call out connection to existing 6" PVC SDR 26 sanitary sewer service stub
i. Provide proposed pipe service lengths and grades(assumed minimum
2%)
ii. Western 8” sanitary sewer service is shown connecting to a 6 service
stub.
1. Verify necessary capacity and potentially utilize the third 6’
sanitary sewer service to the west.
g.Deeper sumps (3-4') are typically only installed at the last accessible structure
prior to discharge to the basin/bmp instead of with each structure
h.Minimal cover (~1’) over several storm sewer pipe segments
i. Typically minimum 2.5’ cover under paved surfaces
ii. Typical minimum storm sewer structure 4’ build without sump
iii. Issues with damaging the pipe as part of construction and compaction of
the parking area section (17”+)
Page 55 of 73
KDP Warehouse Site Review
5. Grading and SWPPP Plan
a.Provide all existing basin characteristics (NWL, 100 YR HWL, EOF, etc.)
b.Call out and provide EOF elevations and routes for all low points in the parking
areas and green spaces
i. Maintain minimum required freeboard from lowest opening elevations
(LOE/FFE) of impacted buildings
ii. Provide FFE First Floor Elevation for all buildings
c.Areas exceed maximum 3:1 Slopes.
d.Any grading on adjacent property will require the approval and permission of the
adjacent property owner.
6. Erosion and Sediment Control Plans
a. No comments.
7. Details & Specifications
a. Utilize current City Standard Detail Plates
b. Provide detail for commercial entrance
Stormwater Management
General Storm Sewer Design
1. Provide rational method storm sewer sizing calculations to confirm storm sewer is sized
for a 10-year storm event.
2. Verify storm sewer is meeting the minimum slope requirements to maintain a velocity of 3
fps.
3. Junction manholes should be designed to limit the hydraulic head increase by matching
flow lines.
4. Increase junction manholes 7 and 16 to a 48” diameter structure.
Water Quantity – No comments
Rate/Volume Control – No comments
Freeboard – No comments
Water Quality – No comments
Easements – No comments
Erosion Control
5. Install inlet protection devices on all stormwater inlets.
Page 56 of 73
M E M O R A N D U M
To: Adam Kienberger Community Development Director
Anthony Nemcek, Senior Planner
Julia Hogan, Planner
From: Dan Schultz, Parks and Recreation Director
Date: November 18, 2024
Subject: Biscayne Business Park Site Plan Review Plans
The Parks and Recreation Department recently reviewed the plans for the Biscayne Business Park.
After reviewing the plans, the Parks and Recreation Department staff has the following comments:
PARKS DEDICATION
As approved in 2019, the parks dedication requirement for this business park development was 10%
of the land area or the cash in lieu of land at $8,500 per acre. The total cash in lieu of land dedication
for the entire development was $112,880 ($8,500 per acre x 13.28 acres, which does not include road
ROW).
Staff recommend that the city collect cash in lieu of land for the Biscayne Business Park and that the
cash payment should be paid for each lot being created at the time of issuance of the building permit
for each lot in the plat. The price per lot is $14,110.
At this time, staff is recommending the parks dedication be collected for three lots in the amount of
$42,330.
Please let me know if you have any questions about this memo.
Page 57 of 73
E X E C U T I V E S U M M A R Y
Planning Commission Regular Meeting: November 26, 2024
Tenative City Council Meeting: December 17, 2024
AGENDA ITEM: Request by Minnesota Paving Materials for renewal
of its interim use permit for a seasonal asphalt
plant.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.c.
ATTACHMENTS: Site Location, Applicant's Narrative, Site Plan, Site
Aerial
APPROVED BY: AK
RECOMMENDED ACTION: Motion to recommend the CIty Council approve the renewal of an Interim
Use Permit allowing Minnesota Paving Materials to operate a seasonal asphalt plant, subject to the
following conditions:
1. Compliance with the Interim Use Permit Application for the Primary Asphalt Plant dated July 23,
2014.
2. Compliance with the Large Scale Mineral Extraction Permit for Dakota Aggregates (Resolution
2012-105).
3. The Interim Use Permit expires on December 31, 2034.
4. Asphalt trucks shall access CSAH 46 either via the Station Trail access or the Akron Avenue
access only. Asphalt trucks may not use Biscayne Avenue or any UMore roadway (Akron, Angus,
Barbara or Blaine Avenues) to access CSAH 42.
BACKGROUND
Dakota Aggregates (a partnership of Ames Construction and Cemstone) currently operates under a
Large Scale Mineral Extraction (LSME) permit. The LSME includes an Ancillary Use Facility (AUF) which
is essentially an industrial park of businesses that use significant amounts of aggregate in their
production. The approved ancillary uses include recycled aggregate production (RAP), asphalt
production, concrete production, concrete product casting yard and a maintenance facility for the
vehicles used in the mine and AUF businesses. The Zoning Ordinance requires that each of the AUF
businesses apply for and receive their own Interim Use Permit (IUP). The applicant, originally known as
Hardrives, is requesting renewal of its IUP for a seasonal asphalt plant within the AUF for another 10-
year term. Staff has received no complaints related to the applicant's operation, nor has the police
department fielded any calls.
SUMMARY
Applicant: Minnesota Paving Materials
Owner: Regents of the University of Minnesota
Location: Northwest corner of CSAH 46 and Akron Avenue
Net Acres: 17.35 Acres
Page 58 of 73
Comprehensive Plan Designation: AGR – Agricultural Research
Current Zoning: A2 – Agriculture
Legal Authority
The interim use permit approval is a quasi-judicial action, meaning that if the application meets the
City Code, the large scale mineral extraction permit conditions and interim use permit regulations,
then the interim use permit must be approved. Staff supports approval of this interim use permit
renewal and finds that it is substantially in conformance with the approved large scale mineral
extraction permit and the interim use permit regulations with recommended conditions. The detailed
analysis of this finding is provided below.
Site Layout
The 17.35 acre site is located within the designated ancillary use facility and is approximately 250 feet
north of CSAH 46, directly west of Akron Avenue and directly south of the private AUF access drive
(158th Street). Within the 250-foot separation between the asphalt plant and CSAH 46, there is an area
of existing trees 125 feet wide and a berm that is 16 feet in height. The plant site is located at the
northwest corner of CSAH 46 and Akron Avenue. The site has two accesses to 158th Street with the
western access being used by the concrete delivery trucks.
The site is divided into three general areas. On the western third of the site is the asphalt plant,
associated asphalt oil tanks, truck access and employee parking. The asphalt plant is located about 550
feet north of CSAH 46 and the asphalt oil tanks are located about 400 feet north of CSAH 46. The
northwest portion of the site is the raw aggregate storage that is brought to the site from Dakota
Aggregates’ aggregate processing facility located about ½ mile to the west. The southwest portion of
site is recycled asphalt product (RAP) storage and portable crusher that will grind the used asphalt
brought from Hardrives construction projects. The RAP crusher is located about 400 feet north of
CSAH 46.
The asphalt trucks leave CSAH 46 at Akron Avenue, head north to 158th Street, turn left on 158th Street
and then turn left into the paved plant area. The trucks head south, turn 180 degrees and drive under
the storage silos to be loaded with asphalt. The plant features three storage silos that will supply one
lane of trucks. A set of two storage tanks were installed following approval of an amendment to the
applicant's IUP in 2016. Once loaded, the trucks leave the through 158th Street and Akron Avenue to
CSAH 46.
The asphalt plant is made up of multiple pieces of equipment that heat and combine all the materials
needed to make various types of asphalt. The equipment starts with 12 cold feed material bins in
which front end loaders load the various bins with various size of aggregate. A conveyor carries the
cold material into a rotating heated drum that mixes the aggregate with RAP and asphalt oil to create
the various asphalt recipes. The mixed asphalts are conveyed to the three storage silos to be loaded
into trucks. The exhaust from the plant is feed into a baghouse to remove pollutants. The fines
(removed pollutants) from the baghouse are fed into drum for future asphalt mixes.
Following the 2016 IUP amendment, the site now includes two large above-ground storage tanks that
are 40 feet in height and hold 1,217,000 gallons each. In addition to the storage tanks, the facility also
Page 59 of 73
features two let-down tanks which each hold 240,000 gallons as well as an additive tank, a wetting
tank, and two blending tanks all with capacities of 30,000 gallons. The original plan consisted of a
liquid asphalt storage tank, three let-down tanks, and two blending tanks.
The asphalt plant is described as seasonal because asphalt is only installed during the summer and fall
in Minnesota. The application narrative describes the typical season as May 1 through December 15
each year. While the plant is described as seasonal, MPM expects to install the plant and leave it in
place for 40 years, which the same time period that Cemstone expects to use its concrete plant and the
same time period as the Dakota Aggregates’ Large Scale Mineral extraction period approval. Staff is
proposing a 10-year interim use permit for MPM, the same term as the IUP Cemstone has for the
concrete plant. Staff does not support an IUP for any longer period because staff expects that the
operational conditions of approval may need to change as development occurs around the asphalt
plant.
The asphalt plant is a part of the Dakota Aggregates’ Minnesota Total Facility Operating Permit (Air
permit #03700370-001) and NPDES stormwater permit. Stormwater from the site flows north to the
ditch on the south side of 158th Street, then north through a culvert under 158th Street to a
stormwater and infiltration pond. This pond was designed and built to handle all the stormwater from
the entire AUF, including the asphalt plant.
Large Scale Mineral Extraction Ordinance and Permit
11-10-4-1 G. 3. a. Location: The asphalt plant and all equipment associated with it shall be located a
minimum of six hundred sixty feet (660') from any nonagricultural zoned land: The nearest
nonagricultural zoned land is the southernmost extent of the Amber Fields development, located more
than 1,700 feet north. Currently, this standard is met, but development is expected to move closer to
the asphalt plant as UMore continues to develop. For this reason, staff does not support an IUP
renewal longer than 10 years in length.
11-10-4-1 G. 3. b. Setback And Buffering: The plant and all equipment and materials associated with it
shall be set back a minimum of seventy-five feet (75') from any EIS boundary line and screened by
natural features including berming or vegetation. Year round one hundred percent (100%) opaque
screening with earthen berms and landscaping shall be required from ground level to the first thirty
percent (30%) of the overall height and fifty percent (50%) opaque to fifty percent (50%) of the overall
height of the plant as viewed from eye level from surrounding rights of way or roadways: The plant is
located at least 300 feet from Akron Avenue and 400 feet from CSAH 46 (the EIS boundary). There is a
100-foot wide stand of mature trees directly north of CSAH 46 followed by a 16-foot tall berm. Along
the west side of Akron Avenue, there is a ten-foot tall grassy berm. Staff finds that these setbacks and
screening meet the City standards.
11-10-4-1 G. 3. c. Haul Routes: Traffic generated by this use shall utilize haul routes approved by the
city and other agencies as required. The plant owner shall be responsible for road improvements and
easements needed for ingress and egress subject to approval by the city. The haul routes may require
Dakota County highway department or the Minnesota department of transportation approval as
well: The main access to the asphalt plant is CSAH 46 via Akron Avenue. From CSAH 46, the asphalt
trucks can access various County, State and U.S. highways to reach the neighborhood of the
construction project requiring the asphalt. Staff finds that this standard has been met.
Page 60 of 73
11-10-4-1 G. 3. d. Access: Traffic generated by this use shall enter onto streets consistent with city
access and design standards. The owner of these uses shall be responsible for all costs associated with
road improvements required to serve the use: The trucking to and from the asphalt plant site will
access CSAH 46 using the private AUF road (158th Street) at either of the accesses at Station Trail or
Akron Avenue. Asphalt trucks may not use Biscayne Avenue or any UMore roadway (Akron, Angus,
Barbara or Blaine Avenues) to access CSAH 42, although they are currently being allowed to use these
internal roadways to reach the site of Meta's new data center. With this specific condition within the
IUP, staff finds that this requirement is achieved.
11-10-4-1 G. 3. e. Material Stockpiles: Stockpiles associated with these uses shall be limited to a height
of sixty feet (60'): Material stockpiles are identified in the application narrative to be no more than 60
feet in height. This is a specific recommended condition of approval. Staff finds that with this
condition, this standard has been met.
11-10-4-1 G. 3. f. Outdoor Storage: There shall be no outdoor storage of finished material or products.
All equipment and raw material associated with the asphalt plant must be screened from view from an
adjacent residential use or public right of way in conformance with section 11-6-8 D., "Outdoor
Storage", of this title: The plant, tanks, stockpiles and equipment are described in detail in the sections
above. All these elements are integral to the operation of the asphalt plant. The screening and
setbacks are described in City Code Section 11-6-4 F. With that screening and setbacks, staff finds that
this standard has been met.
11-10-4-1 G. 3. g. Air Emissions: Asphalt operations shall comply with Minnesota rules, part 7011 for
testing, monitoring and operational requirements: The asphalt plant is a part of the Dakota
Aggregates’ Minnesota Total Facility Operating Permit (Air permit #03700370-001). As long as this
permit is active, staff finds that this standard is met.
11-10-4-1 G. 3. h. Waste Byproducts: This use shall operate so as not to discharge onto the soils within
the EIS boundary, across the boundaries of the EIS boundary line or through percolation into the subsoil
within the EIS boundary or beyond the EIS boundary line where such use is located, toxic or noxious
matter in such concentrations as to be detrimental to or endanger the public health, safety, comfort or
welfare; or, cause injury or damage to property or business: Trucks travel and are filled on a paved
surface. The asphalt tanks will be installed with appropriate containment structures. These measures
will control any asphalt spills. Staff finds that that this standard is met.
11-10-4-1 G. 3. i. Odors: This use shall operate so as to prevent the emission of odorous matter of such
quality as to be detectable beyond EIS boundary line: The exhaust from the asphalt plant is run through
a baghouse that will treat the air emissions. Staff finds that this standard is met.
11-10-4-1 G. 3. j. Surety Bond: This use shall comply with the applicable operating, special requirements
and bonding for restoration standards for mineral extraction specified in subsection K7 of this
section: The proposed grading for the asphalt plan matches the reclamation grades of the site. The
equipment and tanks (except the large 70-foot diameter tank) of the asphalt plant are able to be
mounted on to a truck and moved after the asphalt plant stops operating. The City is holding a letter
Page 61 of 73
of credit in the amount of 110% the cost of removing the 70-foot-diameter tank.
11-10-4-1 G. 3. k. Hours Of Operation: The hours of operation shall be limited to seven o'clock (7:00)
A.M. to seven o'clock (7:00) P.M. Monday through Saturday unless special permission is granted by the
city council within the interim use permit. The extra hours of operation may be conditioned on more
restrictive performance standards to address the adverse impacts caused by the extra hours: MPM is
requesting 24 hour, 7 day a week operation. Often, transportation construction projects require night
and weekend delivery. In recognition of this demand and recognition that urban development is
currently more than a mile from this site, staff supports 24 hour, 7 day a week operation during the
term of this IUP. At this time, staff finds that development remains far enough away that 24-hour
operation can continue. As urban development continues to move into the UMore property there may
come a time when the City will determine that 24 hour operations would be too disruptive to adjoining
residential development.
LSME 2012-105 Condition 18: The path of any road licensed vehicles using the concrete processing,
asphalt processing, and vehicle maintenance facility shall be paved with curbing per the City Code:
Akron Avenue and 158th Street have been constructed by Dakota Aggregates with a concrete
pavement. The site features an asphalt parking lot and drive lanes for the over the road asphalt trucks.
Staff finds that this standard is met.
Interim Use Permit Regulations
11-10-8 E. 1. The extent, location and intensity of the use will be substantially in compliance with the
Comprehensive Plan: The Comprehensive Plan states that asphalt plants are incompatible with
adjacent residential uses and discourages interim uses within the 2030 MUSA. Within the timeframe
of this recommended IUP, staff finds that the request is compliant with the Comprehensive Plan.
11-10-8 E. 2. The use will provide adequate ingress and egress to minimize traffic congestion in the
public streets: With the accesses to CSAH 46 via Station Trail or Akron Avenue and the recommended
condition limiting the access to CSAH 42, staff finds the access adequate.
11-10-8 E. 3. The use will not be detrimental to the existing character of the development in the
immediate neighborhood or endanger the public health, safety, and general welfare: The immediate
neighborhood land uses are currently agriculture or agricultural research. Within the term of this IUP,
staff finds that the request will not be detrimental to the public or the neighboring land uses.
11-10-8 E. 4. The use will not impede the normal and orderly development and improvement of the
surrounding property for uses permitted in the district: In 2013, the City adopted the UMore
Alternative Urban Areawide Review (AUAR) which anticipates the development of this area over the
next 40 years. Within the timeframe of this IUP, staff finds that the request will not impede the
development or improvement of the surrounding properties.
11-10-8 E. 5. The use shall, in all other respects, conform to the applicable regulations of the district in
which it is located: With the recommended conditions, staff finds that the request will conform to the
applicable regulations.
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RECOMMENDATION
Staff recommends approval of the interim use permit renewal for the operation of the seasonal asphalt
plant with the conditions within the recommended action. This recommendation is based on the
information submitted by the applicant, findings made in this report and the conditions detailed in the
attached memorandum.
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October 29, 2024
City of Rosemount
2875 14th Street West
Rosemount, MN 55068
Via email to: anthony.nemcek@rosemountmn.gov
RE: IUP Renewal Application for a Seasonal Asphalt Plant
1. Ancillary Use Facility Legal Description
That part of the southwest Quarter of Section 34 and the Southeast Quarter of Section 33, all in township 115, range 19,
Dakota County, Minnesota, described as follows:
Beginning at the southwest corner of said Southwest Quarter of Section 34; thence South 89 degrees 42 minutes 10
seconds Ease, assumed bearing along the south line of said Southwest Quarter of Section 34, a distance of 2192.17 feet;
thence North 04 degrees 21 minutes 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 112.50 feet, along a tangential curve, concave to the southeast, having a central angle of 56 degrees
02 minutes 58 seconds and a radius of 115.00 feet; thence northerly 56.43 feet, along a non-tangential curve, concave to
the east, having a central angle of 35 degrees 55 minutes 23 seconds, a radius of 90.00 feet and a chord which bears
North 17 degrees 26 minutes 35 seconds West; thence North 00 degrees 31 minutes 07 seconds East, tangent to last
described curve, a distance of 206.76 feet; thence northerly 83.26 feet, along a ta ngential curve, concave to the west,
having a central angle of 34 degrees 04 minutes 23 seconds and a radius of 140.00 feet; thence North 56 degrees 26
minutes 44 seconds East a distance of 45.08 feet; thence North 00 degrees 31 minutes 07 seconds East a distance of
299.38 feet; thence North 88 degrees 50 minutes 09 seconds West a distance of 537.90 feet; thence North 01 degrees 06
minutes 55 seconds East a distance of 542.56 feet to the following described line;
Commencing at the northwest corner of said southwest quarter of Section 34; thence South 00 degrees 11 minutes 58
seconds West, along the west line of said Southwest Quarter of Section 34, 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 of Section 34 and there terminating.
Thence North 89 degrees 28 minutes 53 seconds West, along said described line, a distance of 1701.18 feet to said west
line of the southwest Quarter of Section 34; thence South 89 degrees 42 minutes 48 seconds West a distance of 133.00
feet; the North 89 degrees 25 minutes 32 seconds West a distance of 1911.08 feet; thence South 00 degrees 00 minutes
00 seconds West a distance of 6.69 feet; thence South 24 degrees 59 minutes 14 seconds East a distance of 32.7 feet;
thence South 38 degrees 36 minutes 54 seconds East a distance of 58.76 feet; thence South 24 degrees 48 minutes 30
seconds East a distance of 21.39 feet; the South 08 degrees 35 minutes 01 seconds East a distance of 17.27 feet; thence
South 01 degrees 13 minutes 27 seconds East a distance of 55.61 feet; thence South 20 degrees 01 minutes 53 seconds
East a distance of 40.77 feet; thence South 20 degrees 03 minutes 43 seconds East a distance of 111.64 feet; thence
South 15 degrees 03 minutes 51 seconds East a distance of 118.93 feet; thence South 27 degrees 25 minutes 38
seconds East a distance of 247.59 feet; thence South 21 degrees 09 minutes 19 seconds East a distance of 78.57 feet;
thence South 18 degrees 19 minutes 12 seconds East a distance of 190.08 feet; thence South 26 degrees 25 minutes 05
seconds East a distance of 227.06 feet; thence South 46 degrees 46 minutes 51 seconds East a distance of 98.15 feet;
thence South 33 degrees 47 minutes 16 seconds East a distance of 171.67 feet; thence South 23 degrees 42 minutes 30
seconds East a distance of 90.20 feet; thence South 17 degrees 56 minutes 04 seconds East a distance of 178.92 feet;
thence South 17 degrees 54 minutes 28 seconds East a distance of 132.38 feet; the South 25 degrees 39 minutes 33
seconds East a distance of 126.20 feet; thence South 30 degrees 29 minutes 59 seconds East a distance of 103.92 feet;
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thence South 28 degrees 45 minutes 36 seconds East a distance of 250.67 feet to the south line of said Southeast
Quarter of Section 33; thence North 89 degrees 34 minutes 22 seconds East, along said south line, a distance of 1060.22
feet to the point of beginning.
EXCEPT that part lying southerly of north right of way line of County State Aid Highway No. 46 per DAKOTA COUNTY
ROAD RIGHT OF WAY MAP NO. 254 according to the recorded plats thereof, Dakota County, Minnesota.
OVERALL GROSS AREA (Entire AUF): 171.86 ACRES
NET USABLE AREA (Entire AUF) : 100.30 ACRES
NET USABLE AREA: 30.00 ACRES
Land Owner:
Regents of the University of Minnesota
335 Morrill Hall
100 Church St SE
Minneapolis, MN 55455
Applicant:
Minnesota Paving and Materials
14475 Quiram Drive
Rogers, MN 55374
Operator:
Minnesota Paving and Materials
14475 Quiram Drive
Rogers, MN 55374
2. Seasonal Asphalt Plant
A seasonal asphalt plant is in the Ancillary Use Facility. Production in this area requires an asphalt plant capable of
storing and mixing the ingredients for various asphalt mix designs. The asphalt plant site with the AUF has 3 asphalt
material storage silos each having a 300 ton capacity, 5 AC liquid storage tanks at 30,000 gallons each, 1 Diesel fuel tank
at 15,000 gallons, 12 aggregate cold feed binds, 3 RAP bins, 1 counter flow mixing drum 11’x54’, 1ea. 100,000 CFM bag
house, 1 control house center, 5 material conveyors, 1 material slat conveyor, 1 AC tank heat er, 1 lab trailer, 2ea. 980k
CAT loaders to feed the seasonal asphalt plant facility. Once per year we will move in a portable crushing plant to process
the bituminous millings and chunks. This will take about one to two weeks to complete this process. The
3. Site plan and plant layout
The seasonal asphalt plant is in the south-central portion of the AUF site. The plant is not located near any residential
property; however, it is located just north of CSAH 46. The asphalt plant and all aggregate stockpiles are screened from
view from the public right of way by berms and existing mature trees on the north side of CSAH 46. The AUF site is
surrounded by land owned by the Regents of the University of Minnesota, who also own the AUF site. The asphalt plant
site has a fully paved parking lot and a paved pad where the asphalt plant sits. The site has designated employee parking
and truck parking areas. All traffic associated with the asphalt plant facility at the AUF site enter and exit the AUF site from
Akron Ave onto CSAH 46 to the east of the asphalt plant site. Any lighting that is required for nighttime operations is
shielded to prevent lights from being directed at traffic on public roadways , and to not disturb any traffic or surrounding
properties, the level of lighting shall not exceed 1 lumen at the EIS boundary. Noise levels comply with the regulations
established by the MPCA. The asphalt plant facility does not require a well for water. Portable water will be in the control
house and lab facility on site for employee use and a portable toilet will be provided for the seasonal asphalt plant facility
by an on-site sanitation service company. The height of the seasonal asphalt plant is 89 ’ tall to the top of the material
storage silos. A cordoned off southern section of the AUF site is sub-sub leased to Flint Hills Resources and is utilized as
a liquid AC blending facility. A portion of the blending facilities product is introduced into the asphalt plant’s production
process.
See attached aerial photo dated 8-20-24.
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4. Hours of Operations
The hours of operations for the asphalt plant facility are 24 hours per day 7 days per week; job driven only to meet the bid
requirements for MnDOT and local counties and cities that are now calling for more and more nighttime and weekend
construction projects. The normal operating hours for the asphalt pant facility is 6am to 9pm Monday through Saturday.
The seasonal asphalt plant facility will operate only form May 1st through December 15th each year.
5. Aggregate Materials & Bituminous Milling Stockpiles
The material stockpiles are primarily located along the perimeters of the asphalt plant facility. The stockpiles vary in height
but should not exceed 60’ in height at any point. Most of the aggregate material used is mined on site by Dakota
Aggregates and transported to MPM stockpile area by off road trucks. Bituminous millings and chunks are imported,
stockpiled and processed once per year. The processed millings are inserted back into new bituminous mix being made at
the plant. This process of using recycled asphalt back into the new bituminous mix is a very good way to practice
environmental stewardship by conserving natural resources. The stockpiles and associated equipment are screened from
view from the public right by way of berms and existing trees on the north side of CSAH 46. The aggregate stockpiles act
as natural sound barriers.
6. Dust Control
The AUF site Haul roads are all paved hard surfaces. There is a 15-mph speed limit on all paved/unpaved areas in the
AUF site. Water trucks are used intermittently to help control the dust along with at least one calcium chloride application
per year.
7. Required Permits for the AUF site.
The seasonal asphalt plant facility is covered under the Minnesota Total Facility Operating Permit (Air Permit # 03700370-
001) issued to Dakota Aggregates, LLC. The plant will be required by the MPCA to run an emissions source stack test
within 180 days of startup and if any major emissions components on the plant are changed. The plant is covered under
the Minnesota Total Facility Operating Permit issued by the MPCA on completion of the stack test. This permit places
limits on the production throughput of the plant and lays out maintenance requirements for control equipment. The plant is
covered under the previously issued Minnesota (NPDES) permit # MNG 490289, covering stormwater discharges and the
on-site handling of process water. All stormwater and spill procedures can be found in the previously submitted SWPPP
and SPCC plans. These plans encompass the entire site, including the asphalt plant. MPM is required by our lease
agreement with Dakota Aggregates to comply with all requirements of Dakota Aggregates’ NPDES, SWPPP and SPCC
permits for the AUF site.
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Drone Flight Aerial Photo Taken 8-20-24
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