Item 3.10 Wellhouse No 3 Water Treatment Plant
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Planning City Planner Licht 13 April 2026
PRESENTER(s) REVIEWED BY: ITEM #:
Consent City Administrator/Finance Director Flaherty
City Engineer Wagner
Utilities Operation Manager Neidermeier
3.10 – Wellhouse No. 3 WTP
STRATEGIC VISION
MEETS: THE CITY OF OTSEGO:
X Is a strong organization that is committed to leading the community through innovative communication.
X Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and expectations in a
cost-effective manner.
X Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends the City Council approve a Zoning Map amendment and Conditional Use Permit.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
No Yes, was held by Planning Commission 6 April 2026
BACKGROUND/JUSTIFICATION:
The City of Otsego is proposing to construct a Well House - Water Treatment Plant on Lot 1, Block 2, Dara Glen. The
construction of the utility facility involves rezoning the subject property from I-2, General Industrial District to INS,
Institutional District reflecting the proposed City utility use of the property and consideration of a Conditional Use
Permit for a government utility building within the INS District.
A public hearing to consider the applications was held by the Planning Commission at their meeting on 6 April 2026 at
7:00PM. There were no public comments, and the public hearing was closed. The Planning Commission asked about
the City’s overall water system plans, which Council Member Dunlap provided an overview of as a member of the
Public Works Subcommittee. After discussing, the Planning Commission voted 6-0 to recommend City Council
approval of the proposed actions.
SUPPORTING DOCUMENTS ATTACHED:
• Planning Report dated 1 April 2026
• Ordinance 2026-04 amending the Zoning Map
• Resolution 2026-29 adopting findings of fact and approving a Conditional Use Permit
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to adopt Ordinance 2026-04 amending the Zoning Map; and adopt Resolution 2026-29 approving a
Conditional Use Permit for Lot 1, Block 2, Dara Glen subject to conditions as presented
BUDGET INFORMATION
FUNDING: BUDGETED:
Fund 601 – Drinking Water Utility
Yes
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
1
PLANNING REPORT
TO: Otsego Planning Commission
FROM: D. Daniel Licht
REPORT DATE: 1 April 2026
RE: Otsego – Utilities; Well House #3 – Water Treatment Plant
TPC FILE: 101.01
BACKGROUND
The City of Otsego is proposing to construct a Well House and Water Treatment Plant on Lot 1,
Block 2, Dara Glen. The construction of the utility facility involves rezoning the subject property
from I-2, General Industrial District to INS, Institutional District reflecting the proposed City
utility use of the property and consideration of a Condition Use Permit for a government utility
building within the INS District. A public hearing to consider the applications has been noticed
for the Planning Commission meeting on 6 April 2026 at 7:00PM.
Exhibits:
Site Location Map
Building Elevations dated February 2026
First Floor Plan dated February 2026
Existing Conditions and Demolition Plan dated February 26, 2026
Site Plan dated February 26, 2026
Overall Utility Plan dated February 26, 2026
Grading Plan dated February 26, 2026
Erosion Control and Sediment Plan dated February 26, 2026
SWPPP dated February 26, 2026 (2 sheets)
ANALYSIS
Comprehensive Plan. The Comprehensive Plan establishes that water utilities are to be
provided for the purposes of accommodating anticipated growth with a compact, urban form
with staged expansion polices to manage development, provide for a balance of residential use
types, and increase commercial and industrial development. The City has adopted a Water
2
System Management Plan to facilitate long-range development of utility infrastructure to meet
the service needs of existing and future users. The addition of water treatment facilities for the
water system is being undertaken to improve water quality for all users. The Well House #3 –
Water Treatment Plan project is an essential service necessary to implement the policies of the
Comprehensive Plan in accordance with the Water System Master Plan.
Zoning. The lot is zoned I-2, General Industrial District. The zoning of the property was
established on 24 September 2007 with platting of Dara Glen concurrent with approvals for
Kaleidoscope Charter School to the west. The I-2 District zoning reflects the guidance of the
Comprehensive Plan for development of the subject property for industrial land uses. The City
proposes to rezone the property to INS, Institutional District reflecting the proposed use of the
property for City utilities.
City utilities are allowed as a conditional use within both the I-2 and INS District. Requirements
for allowance within the INS District is as provided for by Section 11-90-6.G of the Zoning
Ordinance requiring approval of a Conditional Use Permit in accordance with Section 11-4-4 of
the Zoning Ordinance.
The Planning Commission and City Council must take into consideration the possible effects of
the Zoning Map amendment and Conditional Use Permit with their judgment based upon (but
not limited to) the criteria outlined in Section 11-3-2.F and Section 11-4-2.F of the Zoning
Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Comment: The 2023 Comprehensive Plan establish that costs incurred for the provision
of City services shall be financed by those who receive such service. This is implemented
by reducing the risk of payment for the provision of the utility systems by non-users
through utility phasing, identification of potential water revenue sources, establishment
of realistic growth expectations, and adoption of a Capital Improvement Plan. The
improvement of Well House #3 – Water Treatment Plant is consistent with the
Comprehensive Plan, Water System Master Plan and Capital Improvement Plan.
2. The proposed use's compatibility with present and future land uses of the area.
Comment: The subject property is guided for industrial use. There is an undeveloped
industrial lot to the north and undeveloped parcel guided for Office uses to the east of
the subject site. Kaleidoscope Charter School is located west of the subject property
across Kalland Avenue, which has an underlying guidance for industrial use. The
Kittredge Crossings subdivision is located to the south of the subject site and is separated
by increased setback and proposed/existing stormwater basins and wetlands. The
proposed. The proposed Well House #3 – Water Treatment Plant will not affect
surrounding properties.
3
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Comment: The proposed municipal well will comply with the applicable requirements of
the Zoning Ordinance and City Code.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The proposed use will not generate any traffic beyond service trips by Utilities
Department staff, which is within the capacity of Kalland Avenue as a local industrial
street.
5. The proposed use can be accommodated by existing public services and facilities and
will not overburden the City's service capacity.
Comment: The City has planned for development of the Well House #3 – Water
Treatment Plant to provide service capacity in accordance with the Comprehensive Plan,
Water System Master Plan, and Capital Improvement Plan.
Structure. The proposed 5,900 square foot structure encompasses piping equipment and
chemical storage for treatment of raw water drawn from Well House #3 located to the east at
Lachman Avenue and 77th Street. The finished treated water is then pumped from the Well
House #3 – Water Treatment Plant to the water towers for storage.
Section 11-17-4.D.2 of the Zoning Ordinance requires institutional uses have exterior finishes of
masonry or precast concrete panels having a surface treatment over a minimum of 65 percent
of any elevation facing a public street and use of masonry materials, precast concrete, fiber
cement, or other architectural paneling for 90 percent of the other elevations. The proposed
structure uses precast concrete panels with a combination of limestone block and exposed
aggregate finish. There is a horizontal metal panel surrounding the upper section of the
structure above the interior piping area, and metal roof. The proposed exterior finish of the
proposed building complies with the requirements of the Zoning Ordinance.
Buildings within the INS District are limited to a maximum height of three stories or 40 feet.
The proposed structure is one story and measures 24 feet to the midpoint of the pitched roof
section. The height of the proposed structure complies with the limits established by the
Zoning Ordinance.
4
Lot Requirements. Section 11-90-7.A.1 of the Zoning Ordinance requires uses within the INS
District to have a minimum lot area of five acres unless reduced by Conditional Use Permit.
There is no minimum lot width requirement within the INS District. The subject property is 2.5
acres in area. Allowance of the proposed use of the property for City utility purposes through
approval of a Conditional Use Permit will be subject to compliance with applicable setback
requirements.
Setbacks. Section 11-90-7.B of the Zoning Ordinance requires that the utility structures be
subject to the setback requirements shown in the table below. The proposed building complies
with the setback requirements applicable within the INS District, indicating that the area of the
lot is suitable for the proposed use.
Front North East South
Required 30ft. 50ft. 50ft. 50ft.
Proposed 85ft. 75ft. 65ft. 277ft.
Access. The utility facility is to be accessed from a single driveway off of Kalland Avenue.
Kalland Avenue is constructed as a local industrial street. The proposed access is to be
constructed with a concrete apron that is 30 feet wide. Section 11-21-6.C.2 of the Zoning
Ordinance establishes that a street access for non-residential uses is limited to 24 feet in width
unless approved by the City Engineer to allow for adequate turning movements.
The interior drive aisle provide access to service doors on the west and south elevations of the
proposed structure. The interior drive aisles are to be surfaced with asphalt include perimeter
concrete curb as required by Sections 11-21-7.C and 11-21-7.D of the Zoning Ordinance.
There are no designated parking spaces within the subject property, which will not be a staffed
facility. There is sufficient space within the interior drive aisles for Utilities Department Staff
monitoring the facility or performing maintenance to park without interfering with traffic on
Kalland Avenue. The drive aisles are also designed to accommodate truck maneuvers within the
site so as not to require backing off of or onto Kalland Avenue.
The design and construction specifications for access and off-street parking areas are subject to
review and approval of the City Engineer.
Exterior Lighting. The submitted plans detail two exterior light fixtures at the service doors on
the west elevation of the proposed building. The light fixtures must have a 90 degree
horizontal cut-off to cast light at the ground, not towards Kalland Avenue. All exterior lighting
is subject to review and approval of the Zoning Administrator.
5
Waste Storage. The site and building plans do not show a location for waste storage. If exterior
storage is intended, plans for construction of an enclosure are to be submitted with application
for a building permit for review by the Zoning Administrator for compliance with requirements
of Section 11-18-4.C of the Zoning Ordinance.
Grading. Plans for grading, drainage, and erosion control for development the subject property
have been prepared. The side development includes a stormwater basin for management of
stormwater runoff created by the impervious surfaces within the lot. No landscaping of the
subject property is proposed beyond seeding for erosion control. A more detailed plan for low
maintenance, low water natural plantings should be considered with input from the Zoning
Administrator. All stormwater management issues are subject to review and approval of the
City Engineer.
Utilities. The utility facility is to be connected to the water system for import of raw water and
export of finished water. The facility is also to be connected to the sewer system for waste
disposal. All utility plans are to be subject to review and approval of the City Engineer.
RECOMMENDATION
Our office recommends approval of a Zoning Map amendment and Conditional Use Permit for
development of Well House #3 – Water Treatment Plant.
POSSIBLE ACTION
Motion to recommend approval of a Zoning Map amendment and Conditional Use Permit for
Well House #3 – Water Treatment Plant, subject to the following conditions:
1. Once approved, no changes, modifications or alterations shall be made to any plan
detail, standard, or specifications for Well House #3 – Water Treatment Plant without
prior submission of a plan modification request to the Zoning Administrator for review
and approval.
2. The design and construction specifications for access and off-street parking areas shall
be subject to review and approval of the City Engineer.
3. All exterior lighting shall be subject to review and approval of the Zoning Administrator.
4. Any exterior storage of waste containers shall comply with requirements of Section 11-
18-4.C of the Zoning Ordinance, subject to review and approval of the Zoning
Administrator.
5. All stormwater management issues shall be subject to review and approval of the City
Engineer.
6
6. All utility plans shall be subject to review and approval of the City Engineer.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
Kurt Neidermeier, Utility Operations Manager
David Kendall, City Attorney
Site Location Map
Well House #3 - Water Treatment Plant
1,234 ft
Overview
Legend
Highways
Interstate
State Highway
US Highway
Roads
City/Township Limits
c
t
Parcels
Torrens
Site Location Map
Well House #3 - Water Treatment Plant
1,234 ft
Overview
Legend
Highways
Interstate
State Highway
US Highway
Roads
City/Township Limits
c
t
Parcels
Torrens
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I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
ALYSSA F. CAMPBELL
49026
DATE LIC. NO
02/25/2026
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PROJECT NO:
DATE:
ALT. PROJECT NO:
SHEET DESIGNATOR: SHEET NO:
CLIENT:
SHEET TITLE:
PREPARED BY:
CHECKED BY:
APPROVED BY:
SY
M
DA
T
E
AP
P
R
ST
A
T
U
S
:
Certification of Individual Project Design Disciplines Are
Included On Their Individual Drawings, Respectively
Ad
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EXISTING CONDITIONS AND DEMOLITION PLAN
CITY OF OTSEGO
OTSEGO, MINNESOTA
P05409-2023-008
C24002
FEBRUARY 2026 WTP C100
GP
DL
DL
FO
R
B
I
D
D
I
N
G
EXISTING NOTES
SANITARY MANHOLE
RIM: 954.55
INV (W): 936.05
INV (N,S): 935.65
SANITARY MANHOLE
RIM: 952.42
INV (N,S): 934.62
8" PVC - SANITARY
6" PVC - SANITARY SEWER SERVICE
APPROXIMATE PIPE INV: 936.31 (CONTRACTOR TO FIELD
VERIFY)
10" DIP - WATERMAIN
6" DIP - WATER SERVICE (CONTRACTOR TO FIELD
VERIFY DEPTH)
1
2
3
4
5
6
EXISTING LEGEND
PROPERTY LINE
EDGE OF ICE (02/03/2025)
GAS LINE
STORM SEWER
RIGHT OF WAY
HYDRANT
WATER VALVE
LIGHT POLE
KA
L
L
A
N
D
A
V
E
TRANSFORMER / ELECTRICAL BOX
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
WATERMAIN
SANITARY SEWER
STORM SEWER - CATCH BASIN
STORM SEWER - FLARED END SECTION
SANITARY MANHOLE
1
2
3
3
DEMOLITION NOTES
REMOVE CURB AND GUTTER
REMOVE BITUMINOUS PAVEMENT (FULL DEPTH)
1
2
1
89
.
8
0
'
TREE
TREE LINE
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC
EXISTING WETLAND
100 YR ELEVATION = 949.0
TOP OF ICE ELEVATION = 947.25
(02/03/2025)
EXISTING WET POND
POND BOTTOM = 942.00
NWL = 947.94
TOP OF ICE ELEVATION = 948.05
(02/03/2025)
4
5
APPROXIMATE WETLAND DELINEATION
1
2
2
2
3
.
5
1
'
39.17'
3.00'
WELL 12 (BY OTHERS)
CAPPED 8" DIP
HYDRANT (BY OTHERS)
WETLAND DELINEATION
TRUNCATED DOMES
PROPERTY CORNERS
GENERAL NOTES
1.PROPERTY CORNERS ARE SHOWN FOR REFERENCE.
CONTRACTOR TO ESTABLISH CONTROL POINTS FOR
THE PROJECT.
2. SAWCUT FULL DEPTH PAVEMENT ON ALL REMOVAL
LIMITS.
3. CONTRACTOR TO MAINTAIN ACCESS TO ADJACENT
SCHOOL ENTRANCES THROUGHOUT WORK REQUIRED
ON KALLAND AVENUE.
6
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.
0
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146.71'
16.40'
5.12'
R
2
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6
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67
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34.33'
20
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0
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2
3
.
5
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89
.
7
5
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3.00'
4.
0
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15.00'
S
S
HTRON
0
Scale in Feet
25
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PROJECT NO:
DATE:
ALT. PROJECT NO:
SHEET DESIGNATOR: SHEET NO:
CLIENT:
SHEET TITLE:
PREPARED BY:
CHECKED BY:
APPROVED BY:
SY
M
DA
T
E
AP
P
R
ST
A
T
U
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:
Certification of Individual Project Design Disciplines Are
Included On Their Individual Drawings, Respectively
Ad
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SITE PLAN
CITY OF OTSEGO
OTSEGO, MINNESOTA
P05409-2023-008
C24002
FEBRUARY 2026 WTP C101
GP
DL
DL
FO
R
B
I
D
D
I
N
G
KA
L
L
A
N
D
A
V
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WH3 WTP
WELL 12 (BY OTHERS)
GENERAL NOTES
1.RADIUS DIMENSIONS SHOWN ARE FROM THE EDGE OF
PAVEMENT.
2.DIMENSIONS AT CURB AND GUTTER ARE FROM BACK OF
CURB.
3.CONTRACTOR TO MAINTAIN ACCESS TO ADJACENT
SCHOOL ENTRANCES THROUGHOUT WORK REQUIRED
ON KALLAND AVENUE.
CONSTRUCTION NOTES
BITUMINOUS PAVEMENT (HEAVY DUTY) - SEE DETAIL1 ,
C705
SURMOUNTABLE CURB AND GUTTER - SEE CITY OF
OTSEGO STANDARD PLATE 704, SHEET C704
CONCRETE DRIVEWAY ENTRANCE - SEE DETAIL 4,
SHEET C707
CONCRETE SIDEWALK - SEE DETAIL 3, C705
CONCRETE GENERATOR PAD - SEE ELECTRICAL AND
STRUCTURAL
6' TALL CHAINLINK FENCE - SEE DETAIL 1, C707
8' WIDE SWING GATE - SEE DETAIL 1, C708
BITUMINOUS PAVEMENT (KALLAND AVE) - SEE DETAIL 2,
C705
BOLLARD - SEE DETAIL 4, C705
CONCRETE SPLASH BLOCK - SEE DETAIL 4, C706. SEE
ARCHITECTURAL FOR ROOF DRAIN LOCATIONS.
OVERFLOW STRUCTURE - SEE OVERFLOW PLAN AND
PROFILE SHEET C203 AND STRUCTURAL
B618 CURB AND GUTTER - SEE MNDOT DETAIL 7100H,
SHEET C704
STRUCTURAL CONCRETE - SEE STRUCTURAL
1
2
3
4
5
6
7
8
9
10
11
12
13
1
4
4
3
2
2
5
6
7
8
8
9
9
STORM POND
FILTRATION BENCH
DRAINAGE SWALE
2
10
10
11
12
13
13
13
:WW
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958.0
958.0
958.0
958.0
957.9
957.9
957.8
957.9
955.8
955.2
955.4
956.7 956.8 957.8
957.8
949.0
947.0
-1
.
4
9
%
-2
.
1
7
%
-1.34%
-2.08%
-4.3
3
%
957.5
951.0
953.0
953.0
951.0
953.0
955.0
946.0
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6
.
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958.0
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955.0
952.0
952.0
953.0
953.0
0
953.095395395399539955953.09535333
951.0
HTRON
0
Scale in Feet
25
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PROJECT NO:
DATE:
ALT. PROJECT NO:
SHEET DESIGNATOR: SHEET NO:
CLIENT:
SHEET TITLE:
PREPARED BY:
CHECKED BY:
APPROVED BY:
SY
M
DA
T
E
AP
P
R
ST
A
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:
Certification of Individual Project Design Disciplines Are
Included On Their Individual Drawings, Respectively
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GRADING PLAN
CITY OF OTSEGO
OTSEGO, MINNESOTA
P05409-2023-008
C24002
FEBRUARY 2026 WTP C102
GP
DL
DL
FO
R
B
I
D
D
I
N
G
WH3 WTP
FFE: 958.00'
GENERAL NOTES
1.ALL SPOT ELEVATIONS AT CURB LOCATIONS ARE AT THE
TOP BACK OF CURB.
2.CONTRACTOR TO RESTORE ALL DISTURBED AREAS
WITH MINIMUM 6" TOPSOIL AND TEMPORARY SEEDING.
THE OWNER WILL PLACE PERMANENT SEED AFTER
CONSTRUCTION IS COMPLETED. CONTRACTOR TO
COORDINATE WITH THE OWNER WHEN DISTURBED
AREAS ARE READY FOR FINAL SEEDING.
12" RCP
6" PVC
6" PVC
CONSTRUCTION NOTES
EMERGENCY OVERFLOW - SEE DETAIL 2, SHEET C707.
STORM POND
NWL: 950.5
WATER QUALITY VOLUME ELEVATION: 951.0
100-YR HWL:951.7
LOWEST INVERT ELEVATION: 952.0
FILTRATION BENCH
TOP OF SAND: 950.5
WATER QUALITY VOLUME ELEVATION: 951.0
100-YR HWL: 951.7
1
2
3
1
22
2 3
5
:WW
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CO
HTRON
0
Scale in Feet
25
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PROJECT NO:
DATE:
ALT. PROJECT NO:
SHEET DESIGNATOR: SHEET NO:
CLIENT:
SHEET TITLE:
PREPARED BY:
CHECKED BY:
APPROVED BY:
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Certification of Individual Project Design Disciplines Are
Included On Their Individual Drawings, Respectively
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OVERALL UTILITY PLAN
CITY OF OTSEGO
OTSEGO, MINNESOTA
P05409-2023-008
C24002
FEBRUARY 2026 WTP C103
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CONSTRUCTION NOTES
FINISHED WATER - SEE PLAN AND PROFILE SHEET C201
RAW WATER - SEE PLAN AND PROFILE SHEET C202
OVERFLOW - SEE PLAN AND PROFILE SHEET C203
SANITARY SEWER - SEE PLAN AND PROFILE SHEET C204
STORM SEWER - SEE PLAN AND PROFILE SHEET C205
STORM SEWER - SEE PLAN AND PROFILE SHEET C206
FINISHED WATER - SEE PLAN AND PROFILE SHEET C207
DRAINTILE - SEE PLAN AND PROFILE SHEET C205
DRAINTILE - SEE PLAN AND PROFILE SHEET C206
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8
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HTRON
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Scale in Feet
0
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PROJECT NO:
DATE:
ALT. PROJECT NO:
SHEET DESIGNATOR: SHEET NO:
CLIENT:
SHEET TITLE:
PREPARED BY:
CHECKED BY:
APPROVED BY:
SY
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P
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Certification of Individual Project Design Disciplines Are
Included On Their Individual Drawings, Respectively
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EROSION AND SEDIMENT CONTROL PLAN
CITY OF OTSEGO
OTSEGO, MINNESOTA
P05409-2023-008
C24002
FEBRUARY 2026 WTP C104
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EXISTING WETLAND
100 YR ELEVATION = 949.0
TOP OF ICE ELEVATION = 947.25
(02/03/2025)
EXISTING WET POND
POND BOTTOM = 942.00
NWL = 947.94
TOP OF ICE ELEVATION = 948.05
(02/03/2025)
CONSTRUCTION NOTES
DROP INLET PROTECTION - SEE CITY OF OTSEGO
STANDARD PLATE 507, SHEET C704. CONTRACTOR
SHALL INSTALL INLET PROTECTION ON ALL NEW CATCH
BASIN INLETS
CONSTRUCTION ENTRANCE - SEE CITY OF OTSEGO
STANDARD PLATE 505, SHEET C704
SILT FENCE - SEE CITY OF OTSEGO STANDARD PLATE
501, SHEET C704
PROPOSED CONCRETE WASHOUT LOCATION - INSTALL
IN ACCORDANCE WITH MINNESOTA POLLUTION
CONTROL AGENCY (MPCA)
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DOUBLE SILT FENCE AROUND POND AREAS
2
35
.
0
1
'
50' (MIN)
4
GENERAL NOTES
1.CONTRACTOR TO USE TEMPORARY SEEDING (MNDOT
MIX 21-111) ON ALL DISTURBED SOIL IF CONSTRUCTION
ACTIVITY HAS STOPPED FOR A PERIOD NO LATER THAN
14 CALENDAR DAYS AFTER ACTIVITY HAS CEASED IN
ACCORDANCE WITH THE SWPPP.
2. CONTRACTOR SHALL INSTALL J-HOOKS AT INTERVALS
NOT EXCEEDING 100' ON ALL SILT FENCE RUNNING AT
AN ANGLE OF 30° OR GREATER TO THE CONTOURS.
3.CONTRACTOR SHALL INSTALL INLET PROTECTION ON
ALL NEW CATCH BASINS INLETS AND OUTLET
PROTECTION ON ALL NEW FLARED END SECTIONS UNTIL
ESTABLISHMENT IS MET IN ACCORDANCE WITH THE
SWPPP.
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PROJECT NO:
DATE:
ALT. PROJECT NO:
SHEET DESIGNATOR: SHEET NO:
CLIENT:
SHEET TITLE:
PREPARED BY:
CHECKED BY:
APPROVED BY:
SY
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Certification of Individual Project Design Disciplines Are
Included On Their Individual Drawings, Respectively
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SWPPP
CITY OF OTSEGO
OTSEGO, MINNESOTA
P05409-2023-008
C24002
FEBRUARY 2026 WTP C105
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KNOWLEDGEABLE PERSON/CHAIN OF RESPONSIBILITY
THE CONTRACTOR SHALL IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION
PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, INCLUDING:
INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS. THE
GENERAL CONTRACTOR SHALL ATTACH CONTACT INFORMATION TO THE SWPPP PRIOR TO THE START OF ANY
CONSTRUCTION ACTIVITY.
THE CONTRACTOR SHALL ESTABLISH A CHAIN OF RESPONSIBILITY FOR ALL CONTRACTORS AND SUB-CONTRACTORS ON
SITE TO ENSURE THE SWPPP IS BEING PROPERLY IMPLEMENTED AND MAINTAINED. THE CONTRACTOR SHALL PROVIDE
THE CHAIN OF RESPONSIBILITY TO THE OWNER AND ATTACH TO THE SWPPP PRIOR TO ANY CONSTRUCTION ACTIVITY.
SWPPP SUMMARY/OVERVIEW:
THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO ADDRESS THE REQUIREMENTS OF
NPDES PERMIT MN R100001, PART III, SUBPART A. THIS SWPPP INCLUDES A COMBINATION OF NARRATIVE AND PLAN
SHEETS THAT DESCRIBE THE TEMPORARY AND PERMANENT STORM WATER MANAGEMENT PLAN FOR THE PROJECT. THE
CONTRACTOR IS RESPONSIBLE FOR AMENDING THE SWPPP WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,
OPERATION, OR MAINTENANCE WHICH HAS POTENTIAL FOR DISCHARGE OF POLLUTANTS TO WATERS OF THE STATE.
CONTRACTOR:
CONTACT:
PHONE:
EMAIL:
STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
CONTACTS:
PROJECT INFORMATION:
TRAINING DOCUMENTATION:
THE CONTRACTOR (OPERATOR) SHALL ADD TO THE SWPPP TRAINING RECORDS FOR THE FOLLOWING PERSONNEL:
-INDIVIDUALS OVERSEEING THE IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP
-INDIVIDUALS PERFORMING INSPECTIONS
-INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS
TRAINING MUST RELATE TO THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES AND SHALL INCLUDE:
1) DATES OF TRAINING
2) NAME OF INSTRUCTORS
3) CONTENT AND HOURS OF TRAINING
THE CONTRACTOR SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES,
PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL,
PERIMETER CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION
STORMWATER PERMIT.
PROJECT SUMMARY:
GENERAL SWPPP RESPONSIBILITIES:
THE CONTRACTOR SHALL KEEP THE SWPPP, INCLUDING ALL AMENDMENTS AND INSPECTION AND MAINTENANCE
RECORDS ON SITE DURING CONSTRUCTION.
THE SWPPP WILL BE AMENDED AS NEEDED AND/OR AS REQUIRED BY PROVISIONS OF THE PERMIT. AMENDMENTS WILL BE
APPROVED BY BOTH THE OWNER AND CONTRACTOR AND WILL BE ATTACHED OR OTHERWISE INCLUDED WITH THE
SWPPP DOCUMENTS. THE SWPPP AMENDMENTS SHALL BE INITIATED, FACILITATED, AND PROCESSED BY THE
CONTRACTOR. THE SWPPP AND AMENDMENTS SHALL BE KEPT ON SITE BY THE CONTRACTOR WHENEVER
CONSTRUCTION ACTIVITY IS IN PROGRESS.
THE CONTRACTOR SHALL DOCUMENT AMENDMENTS TO THE SWPPP AS A RESULT OF INSPECTION(S) WITHIN 7 DAYS.
BOTH THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER TERMINATION AND/OR TRANSFER OF
THE PERMIT.
THE FOLLOWING DOCUMENTS ARE CONSIDERED PART OF THE SWPPP:
- EXISTING CONDITIONS, TRAFFIC AND EROSION CONTROL PLAN SHEETS
- PLAN AND PROFILE SHEETS
- CONSTRUCTION DETAILS
- SWPPP NOTE PLAN SHEETS
- PROJECT SPECIFICATIONS
- PROJECT BID FORM
PERMANENT STORMWATER MANAGEMENT SYSTEM:
THE PROJECT WILL CREATE MORE THAN 1 ACRE OF NEW IMPERVIOUS AREA THEREFORE PERMANENT STORMWATER
MANAGEMENT IS REQUIRED. BMPS HAVE BEEN DESIGNED TO TREAT THE NECESSARY WATER QUALITY VOLUME.
CALCULATIONS DEMONSTRATING COMPLIANCE WITH THE NPDES PERMIT ARE AVAILABLE AT AE2S.
ID NAME TYPE SPECIAL WATER CLASSIFICATION TMDL
N/A N/A N/A N/A N/A
TOTAL PROJECT AREA:2.49 AC
TOTAL DISTURBED AREA: 1.49 AC
PRE-CONSTRUCTION IMPERVIOUS AREA: 0 AC
POST-CONSTRUCTION IMPERVIOUS AREA: 0.50 AC
IMPERVIOUS AREA ADDED: 0.50 AC
LOCATION:Otsego, Minnesota
LATITUDE/LONGITUDE::45.2605, 93.6690, 0.0000
PROJECT DESCRIPTION:Otsego WH3 WTP
SOIL DISTURBING ACTIVITIES:Excavation, grading, utilities relocation, erosion control and vegetation establishment
OWNER:City of Otsego
CONTACT:Kurt Neidermeier - Utility Manager
ADDRESS:13400 90th St NE, Otsego, MN 55330
PHONE: 763-441-4414
EMAIL:kneidermeier@otsegomn.gov
ENGINEER:Advanced Engineering and Environmental Services, LLC (AE2S)
CONTACT:Dan Landrus, PE
PHONE:763-463-5036
EMAIL:dan.landrus@ae2s.com
PROJECT NO.: P05355-2023-002
PREPARER/DESIGNER OF SWPPP: Lucas LaMoore
EMPLOYER: AE2S
TRAINING AND DATE OBTAINED:DESIGN OF CONSTRUCTION SWPPP (EXPIRES 2029)
NAME OF INSTRUCTOR(S):DR. JOHN CHAPMAN DOES THE PROJECT DISCHARGE TO A CALCAREOUS FEN: No
IS THE PROJECT LOCATED IN A KARST AREA:No
RECEIVING WATER(S) WITHIN ONE MILE FROM PROJECT BOUNDARIES:
(http://pca-gis02.pca.state.mn.us/CSW/index.html)
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PROJECT NO:
DATE:
ALT. PROJECT NO:
SHEET DESIGNATOR: SHEET NO:
CLIENT:
SHEET TITLE:
PREPARED BY:
CHECKED BY:
APPROVED BY:
SY
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P
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:
Certification of Individual Project Design Disciplines Are
Included On Their Individual Drawings, Respectively
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SWPPP
CITY OF OTSEGO
OTSEGO, MINNESOTA
P05409-2023-008
C24002
FEBRUARY 2026 WTP C106
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LONG TERM OPERATION AND MAINTENANCE:
THE CITY WILL BE RESPONSIBLE FOR LONG-TERM OPERATION AND MAINTENANCE OF ALL PERMANENT BMPS ON THE PROJECT.
TEMPORARY SEDIMENT BASINS:
THE CONTRACTOR MAY USE A TEMPORARY SEDIMENT BASIN DURING THE PROJECT.
TEMPORARY SEDIMENT BASIN OUTLETS SHALL BE CONSTRUCTED TO PREVENT SHORT-CIRCUITING AND PREVENT THE DISCHARGE
OF FLOATING DEBRIS.
BASINS MUST HAVE THE ABILITY TO ALLOW COMPLETE DRAWDOWN, INCLUDE A STABILIZED EMERGENCY OVERFLOW, WITHDRAW
WATER FROM THE SURFACE, AND PROVIDE ENERGY DISSIPATION AT THE OUTLET.
TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED WITH ENERGY DISSIPATION AT ANY BASIN OUTLET TO PREVENT SOIL
EROSION.
SEDIMENT BASINS MUST BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONES, AND MUST BE DESIGNED TO
AVOID THE DRAINING OF WATER FROM WETLANDS.
TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENT OR PRIOR TO SOIL
DISTURBANCE THAT IS UPGRADIENT AND CONTRIBUTES RUNOFF TO THE BASIN.
EROSION PREVENTION MEASURES AND TIMING:
THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION PREVENTION MEASURES FOR THE PROJECT.
EROSION PREVENTION MEASURES SHOWN ON PLANS ARE THE ABSOLUTE MINIMUM REQUIREMENTS. THE CONTRACTOR SHALL
IMPLEMENT ADDITIONAL EROSION PREVENTION MEASURES AS NECESSARY TO PROPERLY MANAGE THE PROJECT AREA.
THE CONTRACTOR SHALL PLAN AND IMPLEMENT APPROPRIATE CONSTRUCTION PRACTICES AND CONSTRUCTION PHASING TO
MINIMIZE EROSION AND RETAIN VEGETATION WHENEVER POSSIBLE.
THE CONTRACTOR SHALL DELINEATE AREAS NOT TO BE DISTURBED AND/OR TO BE PROTECTED WITH FLAGS, STAKES, SIGNS, SILT
FENCE, OR OTHER MEANS NECESSARY TO PROTECT THESE AREAS BEFORE CONSTRUCTION BEGINS ON THE SITE.
THE CONTRACTOR SHALL STABILIZE OF ALL EXPOSED SOILS IMMEDIATELY TO LIMIT SOIL EROSION. IN NO CASE SHALL ANY
EXPOSED AREAS, INCLUDING STOCK PILES, HAVE EXPOSED SOILS FOR MORE THAN 7 DAYS WITHOUT PROVIDING TEMPORARY OR
PERMANENT STABILIZATION.
DRAINAGE PATHS, DITCHES, AND/OR SWALES SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION WITHIN 24 HOURS OF
CONNECTING TO A SURFACE WATER OR 24 HOURS AFTER CONSTRUCTION ACTIVITY IN THE DITCH/SWALE HAS TEMPORARILY OR
PERMANENTLY CEASED.
THE CONTRACTOR SHALL IMPLEMENT STORMWATER CONVEYANCE CHANNELS WHEN APPROPRIATE TO ROUTE WATER AROUND
UNSTABILIZED AREAS ON SITE TO REDUCE EROSION.
THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL BMPS AND VELOCITY DISSIPATION DEVICES ALONG CONSTRUCTED
STORMWATER CONVEYANCE CHANNELS AND OUTLETS.
THE CONTRACTOR SHALL STABILIZE TEMPORARY AND/OR PERMANENT DRAINAGE DITCHES OR SWALES WITHIN 200 LINEAL FEET
FROM PROPERTY EDGE, OR DISCHARGE POINT(S) WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY
EDGE.
TEMPORARY OR PERMANENT DITCHES OR SWALES USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION MUST
BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM.
THE CONTRACTOR SHALL NOT UTILIZE HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILIAR EROSION PREVENTION
PRACTICES AS A FORM OF STABILIZATION FOR TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES.
THE CONTRACTOR SHALL ENSURE PIPE OUTLETS HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATION WITH IN 24 HOURS OF
CONNECTION TO A SURFACE WATER.
THE CONTRACTOR SHALL DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL AND
MAXIMIZE STORMWATER INFILTRATION. VELOCITY DISSIPATION DEVICES MUST BE USED TO PREVENT EROSION WHEN DIRECTING
STORMWATER TO VEGETATED AREAS.
SEDIMENT CONTROL MEASURES AND TIMING:
THE CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT CONTROL MEASURES FOR THE PROJECT.
SEDIMENT CONTROL MEASURES SHOWN ON PLANS ARE THE ABSOLUTE MINIMUM REQUIREMENTS. THE CONTRACTOR SHALL
IMPLEMENT ADDITIONAL SEDIMENT CONTROL MEASURES AS NECESSARY TO PROPERLY MANAGE THE PROJECT AREA.
THE CONTRACTOR SHALL ENSURE SEDIMENT CONTROL MEASURES ARE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE
ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE MEASURES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS
BEEN ESTABLISHED.
THE CONTRACTOR SHALL ENSURE THERE ARE NO UNBROKEN SLOPE LENGTHS GREATER THAN 75 FEET ON SLOPES 3:1 OR STEEPER.
THE CONTRACTOR SHALL ENSURE SEDIMENT CONTROL PRACTICES REMOVED OR ADJUSTED FOR SHORT-TERM ACTIVITIES BE
RE-INSTALLED IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY HAS BEEN COMPLETED. SEDIMENT CONTROL PRACTICES MUST BE
REINSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.
THE CONTRACTOR SHALL ENSURE STORM DRAIN INLETS AND CULVERT INLETS ARE PROTECTED BY APPROPRIATE BMPS DURING
CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAS BEEN STABILIZED. INLET AND CULVERT
PROTECTION SHALL CONFORM TO THE 2020 MNDOT SPECIFICATIONS 2573.
THE CONTRACTOR SHALL ENSURE STOCK PILES ARE PROVIDED WITH AN EFFECTIVE SEDIMENT PERIMETER CONTROL PRIOR TO THE
INITIATION OF STOCKPILLING AND STOCK PILES SHALL NOT BE PLACED IN ANY TYPE OF SURFACE WATER OR NATURAL BUFFER.
THE CONTRACTOR SHALL INSTALL PERIMETER CONTROL AROUND ALL STAGING AREAS, BORROW PITS, AND AREAS CONSIDERED
ENVIRONMENTALLY SENSITIVE.
THE CONTRACTOR SHALL ENSURE VEHICLE TRACKING BE MINIMIZED WITH EFFECTIVE BMPS. WHERE THE BMPS FAIL TO PREVENT
SEDIMENT FROM TRACKING ONTO STREETS THE CONTRACTOR SHALL CONDUCT STREET SWEEPING TO REMOVE ALL TRACKED
SEDIMENT.
THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PRACTICES TO MINIMIZE SOIL COMPACTION.
SEDIMENT CONTROL BMP SUMMARY:
SEE EROSION CONTROL PLANS AND BID FORM FOR TYPE, LOCATION, AND QUANTITY OF SEDIMENT CONTROL BMPS.
EROSION PREVENTION BMP SUMMARY:
SEE EROSION AND SEDIMENT CONTROL PLAN SHEETS AND BID FORM FOR TYPE, LOCATION, AND QUANTITY OF EROSION PREVENTION
BMPS.
DEWATERING AND BASIN DRAINING ACTIVITIES:
THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL DEWATERING AND SURFACE DRAINAGE REGULATIONS. DISCHARGE
DIRECTLY INTO A SURFACE WATER IS NOT ALLOWED WITHOUT PRETREATING PRIOR TO DISCHARGE
WATER FROM DEWATERING ACTIVITIES SHALL DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGES WITH
VISIBLE TURBIDITY.
DISCHARGE THAT CONTAINS OIL OR GREASE MUST BE TREATED WITH AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE
PRIOR TO DISCHARGE.
DISCHARGE POINTS SHALL BE PROTECTED FROM EROSION AND SCOUR.
DISCHARGE WATER SHALL BE DISPERSED OVER AN ACCEPTED ENERGY DISSIPATION MEASURE.
WATER FROM DEWATERING SHALL BE DISCHARGED IN A MANNER THAN DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR
INUNDATION OF WETLANDS.
INSPECTION AND MAINTENANCE:
ALL INSPECTIONS, MAINTENANCE, REPAIRS, REPLACEMENTS, AND REMOVAL OF BMPS ARE INCIDENTAL TO THE EROSION CONTROL BID ITEMS.
THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING SITE INSPECTIONS, AND BMP MAINTENANCE TO ENSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS.
THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN
0.5 INCHES IN 24 HOURS.
THE CONTRACTOR SHALL DOCUMENT A WRITTEN SUMMARY OF ALL INSPECTIONS AND MAINTENANCE ACTIVITIES CONDUCTED WITHIN 24 HOURS OF OCCURRENCE. RECORDS OF
EACH ACTIVITY SHALL INCLUDE THE FOLLOWING:
-DATE AND TIME OF INSPECTIONS
-NAME OF PERSON(S) CONDUCTING INSPECTION
-FINDINGS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS IF NECESSARY
-CORRECTIVE ACTIONS TAKEN
-DATE AND AMOUNT OF RAINFALL EVENTS
-POINTS OF DISCHARGE OBSERVED DURING INSPECTION AND DESCRIPTION OF THE DISCHARGE
-AMENDMENTS MADE TO THE SWPPP
-PHOTOGRAPHS OF ALL DEWATERING ACTIVITIES
-DOCUMENTATION OF NUISANCE CONDITIONS
THE CONTRACTOR SHALL SUBMIT A COPY OF THE WRITTEN INSPECTIONS TO THE ENGINEER AND OWNER ON A MONTHLY BASIS. IF MONTHLY INSPECTION REPORTS ARE NOT
SUBMITTED, MONTHLY PAYMENTS MAY BE HELD.
THE CONTRACTOR SHALL KEEP THE SWPPP, ALL INSPECTION REPORTS, AND AMENDMENTS ONSITE.
THE CONTRACTOR SHALL DESIGNATE A SPECIFIC ONSITE LOCATION TO KEEP THE RECORDS
THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY BMP'S, AS WELL AS EROSION AND SEDIMENT
CONTROL BMP'S.
THE CONTRACTOR SHALL INSPECT EROSION PREVENTION AND SEDIMENTATION CONTROL BMPS TO ENSURE INTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMPS SHALL BE
REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS WITHIN 24 HOURS OF FINDING. THE CONTRACTOR SHALL INVESTIGATE AND COMPLY WITH THE FOLLOWING
INSPECTION AND MAINTENANCE REQUIREMENTS:
PERIMETER CONTROL DEVICES, INCLUDING SILT FENCE, SHALL BE REPAIRED OR REPLACED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE DEVICE
HEIGHT. THESE REPAIRS SHALL BE MADE WITHIN 24 HOURS OF DISCOVERY.
TEMPORARY AND PERMANENT SEDIMENT BASINS SHALL BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 12 THE
STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY.
SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. THE CONTRACTOR
SHALL REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGEWAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. THE CONTRACTOR
SHALL RE-STABLIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN 7 DAYS OF DISCOVERY, UNLESS
PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL CONSTRAINTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES
AND OBTAIN ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.
CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED DAILY FOR EVIDENCE OF SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE
REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY.
IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANOR AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE
IMPACTS.
POLLUTION PREVENTION MANAGEMENT MEASURES:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POLLUTION PREVENTION MANAGEMENT MEASURES.
ALL POLLUTION PREVENTION MEASURES ARE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM, UNLESS OTHERWISE NOTED.
THE CONTRACTOR IS RESPONSIBLE FOR INFORMING ALL VISITORS AND/OR PERSONNEL ON-SITE OF THE POLLUTION PREVENTION MANAGEMENT MEASURES
THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL, IN COMPLIANCE WITH MPCA DISPOSAL REQUIREMENTS, OF ALL HAZARDOUS MATERIALS, SOLID WASTE, AND
PRODUCTS ON-SITE.
THE CONTRACTOR SHALL ENSURE CONSTRUCTION MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS ARE KEPT UNDER COVER TO PREVENT THE DISCHARGE OF
POLLUTANTS.
THE CONTRACTOR SHALL ENSURE PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS ARE COVERED TO PREVENT THE
DISCHARGE OF POLLUTANTS.
THE CONTRACTOR SHALL ENSURE HAZARDOUS MATERIALS AND TOXIC WASTE IS PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS, OR OTHER DISCHARGE.
STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS
APPLICABLE.
THE CONTRACTOR SHALL ENSURE ASPHALT SUBSTANCES USED ON-SITE ARE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
THE CONTRACTOR SHALL ENSURE PAINT CONTAINERS AND CURING COMPOUNDS BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND/OR CURING
COMPOUNDS SHALL NOT BE DISCHARGED INTO THE STORM SEWER SYSTEM AND SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURE'S INSTRUCTION.
THE CONTRACTOR SHALL ENSURE SOLID WASTE BE STORED, COLLECTED AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035.
THE CONTRACTOR SHALL ENSURE PORTABLE TOILETS ARE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE
DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R, CH. 7041.
THE CONTRACTOR SHALL MONITOR ALL VEHICLES ON-SITE FOR LEAKS AND RECEIVE REGULAR PREVENTION MAINTENANCE TO REDUCE THE CHANCE OF LEEKAGE.
EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES AND ENGINE DEGREASING ARE PROHIBITED AT THE CONSTRUCTION SITE.
THE CONTRACTOR SHALL ENSURE NO WASHOUT WASTE CONTACTS THE GROUND AND BE PROPERLY DISPOSED OF IN COMPLIANCE WITH MPCA RULES.
THE CONTRACTOR SHALL INCLUDE SPILL KITS WITH ALL FUELING SOURCES AND MAINTENANCE ACTIVITIES. SECONDARY CONTAINMENT MEASURES SHALL BE INSTALLED AND
MAINTAINED BY THE CONTRACTOR.
THE CONTRACTOR SHALL ENSURE SPILLS ARE CONTAINED AND CLEANED UP IMMEDIATELY UPON DISCOVERY. SPILLS LARGE ENOUGH TO REACH THE STORM WATER CONVEYANCE
SYSTEM SHALL BE REPORTED TO THE MINNESOTA DUTY OFFICER AT 1.800.422.0798.
FINAL STABILIZATION:
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING FINAL STABILIZATION OF THE ENTIRE SITE. FINAL STABILIZATION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED.
ALL EXPOSED SOILS HAVE BEEN UNIFORMLY STABILIZED WITH AT LEAST 70% VEGETATION COVERAGE.
ALL DRAINAGE DITCHES, BASINS, AND ALL STORM WATER CONVEYANCE SYSTEMS HAVE BEEN CLEARED OF SEDIMENT AND STABILIZED WITH PERMANENT COVER.
ALL TEMPORARY BMPS HAVE BEEN REMOVED AND PROPERLY DISPOSED OF.
FINAL STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2020 SPECIFICATION 2575
1
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
ORDINANCE NO: 2026-04
ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A
CHANGE IN ZONING CLASSIFICATION FOR LOT 1, BLOCK 2, DARA GLEN
.
THE OTSEGO CITY COUNCIL ORDAINS:
Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change
the zoning classification of the property legally as described as:
Lot 1, Block 2, Dara Glen, Wright County, Minnesota
Section 2. The property is hereby rezoned from an I-2, General Industrial District designation to
INS, Institutional District.
Section 3. The Zoning Map of the City of Otsego shall not be republished to show the aforesaid
rezoning, but the Zoning Administrator shall appropriately mark the Zoning Map on file at City Hall for the
purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations,
references and other information shown thereon are hereby incorporated by reference and made part of
this Ordinance.
Section 4. This Ordinance shall become effective immediately upon its passage and publication
according to Law.
[The remainder page is intentionally blank signatures follow]
2
ADOPTED by the Otsego City Council this 13th day of April, 2026.
MOTION BY:
SECONDED BY:
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
__________________________________
Jessica L. Stockamp, Mayor
ATTEST:
__________________________________
Audra Etzel, City Clerk
1
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO: 2026-29
ADOPTING FINDINGS OF FACT AND APPROVING A CONDITIONAL USE PERMIT FOR
WELL HOUSE #3 – WATER TREATMENT PLANT.
WHEREAS, the City of Otsego (“Developer”) is proposing development of City owned property as a water utility facility; and
WHEREAS, the legal description of the subject property (“Property”) is attached as Exhibit A; and
WHEREAS, the Property is within the West Sewer District and guided for future Industrial land uses by the 2023
Comprehensive Plan; and
WHEREAS, the subject property is zoned I-2, General Industrial District; and
WHEREAS, the City is proposing amendment of the Zoning Map to designate the property as INS, Institutional District; and
WHEREAS, the proposed Zoning Map amendments is processed in accordance with the provisions of Section 11-3-2 of the
Zoning Ordinance; and
WHEREAS, the City is proposing a Conditional Use Permit related to improvement and use of the Property for City utility
purposes; and
WHEREAS, the proposed Conditional Use Permit is processed in accordance with the provisions of Section 11-4-2 of the Zoning
Ordinance; and
WHEREAS, the City Council must take into consideration the possible effects of the Zoning Ordinance amendment and
Conditional Use Permit with their judgment based upon (but not limited to) the criteria outlined in Section 11-3-2.F and
11-4-2.F of the Zoning Ordinance, respectively:
1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan.
Finding: The 2023 Comprehensive Plan establish that costs incurred for the provision of City services shall be
financed by those who receive such service. This is implemented by reducing the risk of payment for the provision
of the utility systems by non-users through utility phasing, identification of potential water revenue sources,
establishment of realistic growth expectations, and adoption of a Capital Improvement Plan. The improvement of
Well House #3 – Water Treatment Plant is consistent with the Comprehensive Plan, Water System Master Plan and
Capital Improvement Plan.
2. The proposed use's compatibility with present and future land uses of the area.
Finding: The subject property is guided for industrial use. There is an undeveloped industrial lot to the north and
undeveloped parcel guided for Office uses to the east of the subject site. Kaleidoscope Charter School is located
west of the subject property across Kalland Avenue, which has an underlying guidance for industrial use. The
Kittredge Crossings subdivision is located to the south of the subject site and is separated by increased setback and
proposed/existing stormwater basins and wetlands. The proposed. The proposed Well House #3 – Water
Treatment Plant will not affect surrounding properties.
2
3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other
provisions of the City Code.
Finding: The proposed municipal well will comply with the applicable requirements of the Zoning Ordinance and
City Code.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the property.
Finding: The proposed use will not generate any traffic beyond service trips by Utilities Department staff, which is
within the capacity of Kalland Avenue as a local industrial street.
5. The proposed use can be accommodated by existing public services and facilities and will not overburden the
City's service capacity.
Finding: The City has planned for development of the Well House #3 – Water Treatment Plant to provide service
capacity in accordance with the Comprehensive Plan, Water System Master Plan, and Capital Improvement Plan.
WHEREAS, the Planning Report dated 1 April 2026 prepared by the City Planner, The Planning Company LLC, is
incorporated herein.
WHEREAS, the Planning Commission conducted a public hearing at their regular meeting on 6 April 2026 to consider the
application, preceded by published and mailed notice; based upon review of the application and evidence received, the
public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the
request based on the aforementioned findings.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT the findings of fact
outlined herein are adopted and the applications for Planned Unit Development – Conditional Use Permit and preliminary plat
are approved based upon the foregoing information and applicable ordinances, subject to the following conditions:
1. Once approved, no changes, modifications or alterations shall be made to any plan detail, standard, or
specifications for Well House #3 – Water Treatment Plant without prior submission of a plan modification request
to the Zoning Administrator for review and approval.
2. The design and construction specifications for access and off-street parking areas shall be subject to review and
approval of the City Engineer.
3. All exterior lighting shall be subject to review and approval of the Zoning Administrator.
4. Any exterior storage of waste containers shall comply with requirements of Section 11 -18-4.C of the Zoning
Ordinance, subject to review and approval of the Zoning Administrator.
5. All stormwater management issues shall be subject to review and approval of the City Engineer.
6. All utility plans shall be subject to review and approval of the City Engineer.
(Remainder of page blank signatures follow)
3
ADOPTED by the Otsego City Council this 13th day of April, 2026.
MOTION BY:
SECONDED BY:
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
__________________________________
Jessica L. Stockamp, Mayor
ATTEST:
__________________________________
Audra Etzel, City Clerk
EXHIBIT A
LEGAL DESCRIPTION
Lot 1, Block 2, Dara Glen, Wright County, Minnesota