HomeMy WebLinkAbout11.13.23CITY OF ST. JOSEPH
www.cityofstjoseph.com
75 Callaway Street East | Saint Joseph, Minnesota 56374
Email: cityoffices@cityofstjoseph.com | Phone: 320.363.7201 | Fax 320.363-0342
St. Joseph Planning Commission
Monday, November 13th, 2023
6:00 PM
St. Joseph Council Chambers
75 Callaway St E
**The meeting will also be available through Zoom**
1.Call to Order
2.Pledge of Allegiance
3. Public Comment
4. Agenda Review and Adoption
5. Approval of October 9th, 2023 minutes
6.New Business
a.Public Hearing – Rezone of 13 2nd Ave NW - House of Hern, LLC
b.Public Hearing - Conditional Use Permit – Outdoor Storage - Manion’s Properties, LLC
c.2024 Land Use Application Submittal Deadlines
7. Old Business
a.Public Hearing – Zoning Amendment 502.12 - Landscape requirements in Industrial
Zoned Properties
8.Other Business
9. Adjourn
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October 9th, 2023
Page 1 of 2
Pursuant to due call and notice thereof, the Planning Commission for the City of St. Joseph met on
Monday, October 9th, 2023, at 6:00 PM in the St. Joseph City Hall opening with the Pledge of Allegiance.
Planning Commission Members Present: Commissioners, Keith Louwagie, Mark Thompson, Carmie
Mick, John Hazen, Bob Loso
Absent: Gina Dullinger, Isabella Margl
Staff Present: Nate Keller, Community Development Director
Public Comments: None.
Agenda Review & Adoption: Hazen made a motion to approve Agenda Review & Adoption. The
motion was seconded by Louwagie and passed unanimously by those present.
Approval of August 28th minutes: Hazen made a motion to approve August 28th minutes. The motion
was seconded by Louwagie and passed unanimously by those present.
Approval of September 11th minutes: Hazen made a motion to approve September 11th minutes. The
motion was seconded by Louwagie and passed unanimously by those present.
Aye: Louwagie, Hazen, Mick, Thompson Motion Prevails 4:1
Abstain: Loso
New Business:
a.Public Hearing – Interim Use Permit – Heim-Kins, LLC
Keller shared Heim-Kins, LLC is requesting renewal of their Interim Use permit. Heim-Kins is located at
219 Cedar Street East. The property is zoned B-2 Highway district. The IUP allows for an outdoor market,
sale, and display of their merchandise. The IUP was originally issued in 2018.
The Commission discussed parking. Parking spaces on the west side of the building are difficult to utilize
when the parallel parking spots adjacent to the property are utilized.
Mick opened the Public Hearing at 6:10PM.
As no one wished to speak, Mick closed the Public Hearing at 6:11PM.
Loso made a motion to Approve Resolution Adopting Findings of Fact recommending the City
Council issue an Interim Permit renewal for five years. The motion was seconded by Hazen and
passed unanimously by those present.
b.Public Hearing – Conditional Use Permit – Summit Commons, LLC
Summit Commons, LLC has submitted a Conditional Use Permit (CUP) for outdoor storage. If approved,
the CUP would allow for outdoor storage of vehicles and recreation vehicles including boats, trailers,
atv’s, etc. The applicant is proposing approximately 237 parking spaces. The site location is north of
highway 75 and south of the Wobegon Trail. The city owns a parcel of land directly south of the subject
site. The site does have a recorded access agreement with the city which allows for direct access. The
proposed site boasts heavy vegetation throughout including many deciduous trees. The NE area of the
site is more open and visible from the Wobegon Trail. Staff have recommended coniferous trees be
planted in this area to reduce visibility of the site from the trail. City Code 502.12 Subd 12 Section B
states the commercial/industrial uses allow for outside storage of equipment, materials, and inventory as
a principal or accessory use. Keller provided an overview of the site features and proposed
improvements, conditions of approval, and staff recommended conditions.
The Commission had questions for the applicant regarding on-site management, amount of traffic, and
parking space size.
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October 9th, 2023
Page 2 of 2
Santiago Romero, Applicant: Santiago shared the property management team operates in St. Cloud;
management will be mainly off-site. Santiago also noted his property management team also manages
the mobile home park in St. Joseph. Santiago shared spaces will be rented monthly therefore they do not
foresee a lot of traffic. Parking spaces do vary in size to accommodate large RV’s, pontoons, boats, etc.
Louwagie inquired about access to the proposed site. As the road passes through the city owned portion,
there is no delineation of a road.
Keller shared the Public Works Director sat in on the meetings regarding this proposed project and had
no concerns regarding traffic flow on the city owned property. There has been discussion with the
applicant regarding directional signage and whether that may be necessary.
Mick opened the Public Hearing at 6:36PM.
As no one wished to speak, Mick closed the Public Hearing at 6:37PM.
Hazen made a motion to Approve Resolution Adopting Findings of Fact with conditions and
recommending the City Council issue a Conditional Use Permit. The motion was seconded by
Louwagie and passed unanimously.
Old Business:
a. Landscape requirements in Industrial Zoned Properties
There has been discussion on this topic at the past couple of PC meetings. Last month, direction was
given to staff to blend options three and four of the staff drafted ordinance language. Options three and
four allow a more flexible review and approval process for staff when administering landscape standards;
removes minimum quantity of trees and shrubs, requires plantings to be more visible in the public right of
way, front of buildings, and boundar y lines of parking lots.
The Commission discussed and noted some minor verbiage changes and were otherwise agreeable to
the newly drafted ordinance language.
Hazen made a motion for staff to make changes as noted and draft a formal ordinance
amendment. The motion was seconded by Thompson and passed unanimously by those present.
Other Business:
Keller updated the Commission on the following:
• Keller has been fielding calls received on the Feed Mill for sale. The listing was recently updated
which has sparked interest in the property.
• At the October 2nd Council meeting a councilmember brought up the CUP for the Special Event
Facility. After discussion, Council agreed to reconsider two of the conditions. One condition tied to
the hours of operation and the other is tied to the accessory building matching the principal
building. Staff were directed to work with the applicant on those items and bring back for action.
• The former gas station site near downtown has been purchased.
Adjourn: Hazen moved to adjourn the meeting at 6:48PM. The motion was seconded by Thompson
and the motion carried.
Minutes approved by:
Nate Keller
Community Development Director
3
Planning Commission Agenda Item 6a
MEETING DATE: November 13th, 2023
AGENDA ITEM: Public Hearing – Rezone application – 13 2nd Ave NW
ACTION REQUESTED: Approval of Rezone
PREVIOUS PLANNING COMMISSION ACTION: None
BACKGROUND INFORMATION:
Rezone Request
Applicant Information: House of Hern, LLC
Existing Zoning: R-3 Multi-Family
Proposed Rezone: B-1 Central Business District
Future Land Use: Central Business District (B-1 Downtown Commercial)
Location: 13 2nd Ave NW
Access: The site has two existing accesses (2nd Ave NW and Minnesota St)
House of Hern, LLC (applicant and owner) has submitted a rezone application. The applicant is proposing to
rezone the property from R-3 Multi-Family to B -1 Central Business District (downtown zoning designation).
The future land use map (from the Comprehensive Plan) guides the property for Central Business District.
Applicants intent for the property is to build a Commercial building. The details are still being refined through
a pro-active public engagement process launched by the applicant.
Applicant has launched website at www.synergystjoseph.com The website provides folks the opportunity to
voice what amenities/services they’d like to see in this future building. The feedback will continue to be
obtained in the coming months and will refine/shape the overall vision of the property.
Two likely scenarios are a building with multiple tenant spaces or a building with one main user. A parking
proposal and potential variance for North side setback will likely come to Planning and Council in the coming
months as the vision is refined and site plan developed.
When evaluating a rezone, the 1st step is to determine if the rezone is in alignment with future land use
guidance. The second step is to determine how the rezone is compatible or not compatible with surrounding
land uses. This helps avoid “spot zoning”. Some details on property immediately adjacent to the subject site:
Adjacent Property Existing Zoning Future Zoning
To the North
2nd Ave Cuts Barbershop
R-3 Multi-Family
Current use is Barbershop
Central Business District
To the West R-3 Multi-Family.
Current use is residential rental
Central Business District
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To the East across 2nd Ave NW B-1 Central Business District.
Current use is rental residential
on corner of MN and 2nd. 2nd
property from corner is
commercial.
Central Business District
To the South across Minnesota St R-1 Single Family.
Two properties are rental
residential. The third is
residential however it just
contains a garage and is mostly
vacant
Central Business District
Overall the proposal to rezone is in alignment with future guidance and compatible with future uses of
adjacent properties as all adjacent properties are guided for Downtown Commercial uses.
5
Map showing existing Zoning:
6
Map showing Future Land Use. Areas shown in red are future B-1 Central Business District.
ATTACHMENTS: Rezone application
Finding of Fact Resolution
Resolution establishing the Rezone
REQUESTED PLANNING COMMISSION ACTION:
1. Open and close Public Hearing
2. Motion to approve Finding of Fact Resolution
3. Motion to approve rezone resolution
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RESOLUTION 2023-ABC
RESOLUTION ADOPTING FINDINGS OF FACT RELATED TO A REZONING REQUEST
FROM R3 MULTI-FAMILY TO B-1 CENTRAL BUSINESS DISTRICT
WHEREAS, the City of St. Joseph received an application from House of Hern, LLC for the request to
rezone property from R3 Multi-Family to B-1 Central Business District on the property legally described
as follows:
Lot 12, Block 7 of Townsite of St Joseph
Parcel ID 84.53839.0000
“Subject Property”
WHEREAS, on November 13th, 2023, the St. Joseph Planning Commission held a public hearing and
reviewed the rezoning request and recommended approval; and
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ST.
JOSEPH, STEARNS COUNTY, STATE OF MINNESOTA, finds the following facts:
1. That House of Hern, LLC, hereinafter referred to as “Applicant,” properly applied for the rezoning for
the Subject Property.
2. That the requested rezoning designation for the Subject Property is B-1 Central Business District.
3. That the future land use plan within the City of St. Joseph Comprehensive Plan guides the Subject
Property for Central Business District.
4. That the surrounding property is guided for Central Business District.
5. That Central Business District includes a range of retail, entertainment, office, and service commercial
developments and the corresponding zoning district is B-1 according to the City of St. Joseph
Comprehensive Plan.
6. That the purpose for the zoning establishment is to make the land use map and zoning designation
consistent and conforming.
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7. That the properties to the East are zoned B-1 Central Business District, properties to the North are
zoned R3 Multi-Family, properties to the West are zoned R3 Multi-family, and properties to the South
across Minnesota St are zoned R-1 Single Family.
8. That all adjacent properties to the South, West, and North have a future land use of B1 Central
Business District and properties to the East have a current zoning designation of B1 Central Business
District in accordance to the Comprehensive Plan.
8. That the B-1 District permitted uses includes commercial and retails uses and a building with this use
would be compatible with the surrounding uses.
9. That the property is situated adjacent to a Community Collector Street (Minnesota St W) and access
restrictions are in place.
Whereupon said resolution was declared duly passed and adopted by the St. Joseph City Council this
November 20th, 2023.
CITY OF ST. JOSEPH
Rick Schultz, Mayor
ATTEST
David Murphy City Administrator
Document drafted by:
City of St. Joseph
75 Callaway St E
St. Joseph, MN 56374
17
RESOLUTION 2023-ABCD
AN ORDINANCE ESTABLISHING THE ZONING ON CERTAIN PROPERTY FROM R3
MULTI-FAMILY TO B-1 CENTRAL BUSINESS DISTRICT
WHEREAS, House of Hern, LLC has petitioned the rezoning request on the subject property located at 103
2nd Ave NW and legally identified as lot 12, block 7 of Townsite of St. Joseph; and
WHEREAS, the proper publication in the city’s designated paper and mailed notice of the public hearing to
properties within three hundred and fifty feet (350) considering this matter has been given; and
WHEREAS, The Planning Commission conducted the public hearing on November 13th, 2023 at which all
persons interested were given an opportunity to be heard; and
WHEREAS, The Planning Commission reviewed the request on November 13th, 2023 and recommended
approval of the rezoning; and
WHEREAS, it was determined that the rezoning of the subject property is in the best interests of the City of
St. Joseph; and
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ST. JOSEPH, STEARNS
COUNTY, STATE OF MINNESOTA: That the rezone of the subject property is hereby amended from R-3
Multi-family District to B-1 Central Business District and this rezone will allow for the construction of uses
allowed in the B-1 Central Business District as defined by Ordinance.
Subject property legal description:
Lot 12, Block 7 of Townsite of St. Joseph according to the recorded plat thereof, Stearns County, Minnesota
Parcel ID: 84.53839.0000
BE IT FURTHER RESOLVED: That the clerk is hereby authorized to record such classification from the
described property upon the official zoning map causing the same to be published.
Whereupon said ordinance was declared duly adopted by the St. Joseph City Council this 20th day of
November, 2023.
CITY OF ST. JOSEPH
Rick Schultz, Mayor
ATTEST
David Murphy City Administrator
Document drafted by:
City of St. Joseph
75 Callaway St E
St. Joseph, MN 56374
18
Planning Commission Agenda Item 6b
MEETING DATE: November 13th, 2023
AGENDA ITEM: Conditional Use Permit – Manion Properties, LLC (Public Hearing)
STAFF RECOMMENDATION: Approval of Conditional Use Permit with conditions.
PREVIOUS PLANNING COMMISSION ACTION: None
BACKGROUND INFORMATION:
Conditional Use Permit – Outdoor Storage
Manion Properties, LLC (applicant + owner) has submitted a request for a Conditional Use
permit to allow for outdoor storage on a parcel that abuts their current facilities and storage yard.
Property is zoned I-1 Light Industrial and outdoor storage is a permitted accessory use via a
Conditional Use permit. Manion Properties owns all three parcels that border the subject lot to
the South. Two of the existing parcels also contain outdoor storage. No C.U.P. exists however
because the property was annexed into the city after the use was existing.
The subject parcel is about 10 acres. Approximately two plus acres will be preserved wetland
area and serve as infiltration basins the remaining area will be storage. The storage area will be
used to store lumber, and shingles.
Applicant is proposing to enclose the storage yard with a chain link fence with barbed wire on
top. The fence will match their existing fencing on their subject site. Code does not allow
barbed wire except in agricultural districts. The Commission can however elect to allow this
material. Given the existing fencing has barbed wire and fence will match existing staff does
not see any big concerns. If no fence existed staff would recommend not to allow barbed wire.
Findings of Fact
Staff have prepared a Findings of Fact and Resolution. City Code 502.07 requires Planning
Commission to conduct a Public Hearing and for the Council to adopt a Findings of Fact. The
Findings are defined within 502.07 Subd. 1 Section C. The attached resolution specifies the
findings required.
The drafted resolution has conditions tied to:
• Fencing
• Lighting
• Access
• Surfacing
• Clearly delineating the storage areas
• Future roadway. The city shows potential roadway corridor adjacent to the site. Given
the constraint of wetlands in the area its possible the corridor may need to go through
NorthEast portion of the site. However the corridor location is undetermined and design
cannot occur until its known how property to the North develops. The condition notes
that if its determined road needs to go through the NE portion of site the city is not
responsible for any relocation of the infiltration basin and applicant is constructing the
basin in this location at their own risk.
• Permitting, inspection, and amendment process
• Stormwater standards and stormwater comments being addressed
Staff have not included hours of operation in the restrictions. The storage yard is proposed to be
used during a wide range of hours (as early as 4:30AM to as late as 2AM). The need to have
early and later hours is due to night shifts loading and hauling materials along with materials
being picked up earlier in the day. Some noise will be generated from the yard in the form of
forklifts, and trucks loading/unloading materials. The property to the North is vacant land and
Manion’s owns the remaining adjacent land to the South.
Storage Yard surfacing request
Part of the proposed request also includes surfacing the storage yard with gravel. Ordinance
502.12 Subd. B states:
4. The storage area is covered to control dust and storm water drainage with
bituminous surfacing, concrete or a comparable substitute approved by
the City.
Therefore, the Planning Commission shall make a recommendation on the proposed surfacing
substitute to the City Council. The ordinance allows the city to make this discretion without need
for variance. A variance would apply if the proposal included a parking lot, however no parking
lot or parking spots are included in this proposal. The C.U.P. Resolution specifies the proposed
surfacing substitute therefore action on the resolution would approve the surfacing material.
ATTACHMENTS: C.U.P. application
On-site pictures of Manion’s property
C.U.P. civils
Transportation map exhibit
Finding of Fact
REQUESTED PLANNING COMMISSION ACTION:
1. Open and close Public Hearing for Conditional Use Permit after staff presentation
2. Motion on Finding of Fact Resolution (Commission can also add other reasonable conditions)
Future Transportation plan shows potential roadway corridor on the Western boundary of site. Its
possible the connection could also occur on the Eastern boundary of site. Final connection of
roadway would be dependent on development of property to the North and final roadway design
and wetland delineations. Applicant shall be aware that the infiltration basin in the NE corner of
site may be within a potential future corridor and as such be constructing the infiltration basin at
their own risk.
Exhibit showing Eastern boundary of site and infiltration basin in NE corner (not to scale).
Subject site
FUTURE TRANSPORTATION MAP
Exis�ng fence on Manion’s. 6-7’ tall with barbed wire on top.
Exis�ng gravel within Manion’s. Expansion area proposed to be surfaced with same material.
View looking North towards the proposed expansion area
Typical wood storage area found in exis�ng Manion’s site.
Shingle and lumber storage
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Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
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NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
WRH
REVISIONS
NUMBER DATE
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2531 N. Victory Drive ● Mankato, MN 56001
0'50'100'150'
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FENCEXX
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BOLLARD / POST
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Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
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William R. Huston
Lic. No. 44984
Date:10.18.2023
NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
I hereby certify that this plan,
specifications, or report was
prepared by me or under my
direct supervision and that I am a
duly licensed Engineer under the
laws of the State of Minnesota.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
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E
R
T
Y
B
O
U
N
D
A
R
Y
PROPERTY BOUNDARY
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
PROPERTY BOUNDARY
50' WETLAND
SETBACK
100' WETLAND
SETBACK
76
T
H
A
V
E
N
U
E
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X X X X
X
X
X
XXXXXXXXXXXXXXXXXXXXXX
50.
0
0
'
27
7
.
5
8
'
1047.25'
913.50'
INFILTRATION BASIN
INFILTRATION BASIN
MATCH EXISTING GRAVEL PAVEMENT
(TYP.)
8' TALL CHAIN LINK FENCE
(TYP.)
0'50'100'150'
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
ST
O
R
A
G
E
Y
A
R
D
ST
.
J
O
S
E
P
H
,
M
N
MA
N
I
O
N
'
S
W
H
O
L
E
S
A
L
E
10.18.23
Pr
o
j
e
c
t
N
u
m
b
e
r
:
S
R
E
2
3
0
0
1
William R. Huston
Lic. No. 44984
Date:10.18.2023
NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
I hereby certify that this plan,
specifications, or report was
prepared by me or under my
direct supervision and that I am a
duly licensed Engineer under the
laws of the State of Minnesota.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
PE
R
M
I
T
S
E
T
MKW
REVISIONS
NUMBER DATE
..
.
.
.
..
.
.
.
2531 N. Victory Drive ● Mankato, MN 56001
R:
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3
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S
-
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1
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D
W
G
C201
SI
T
E
P
L
A
N
1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY O'MALLEY & KRON LAND
SURVEYORS, 09.27.2023.
2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS
PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY
LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC
CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS
AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF
THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.
TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.
5. PAVEMENT SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE
GEOTECHNICAL ENGINEER.
6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO
ADJACENT PROPERTIES.
7. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED
BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.
GENERAL SITE NOTES
PROPERTY LINE
SETBACK LINE
EASEMENT LINE
LOT LINE
STORMWATER BASIN
SITE LIGHTING
EXISTING PROPOSED
FENCEXX
TRAFFIC SIGN
POWER POLE
BOLLARD / POST
SITE LEGEND
GRAVEL
25
EE
X
X
X
X
X
X
X
SITE BENCHMARK
NAIL IN TREE
ELEV.=1065.08
FL
O
O
R
E
L
E
V
.
=
1
0
6
5
.
8
9
FL
O
O
R
E
L
E
V
.
=
1
0
6
5
.
9
3
FL
O
O
R
E
L
E
V
.
=
1
0
6
5
.
9
0
BUILDING
DELINEATED WETLAND
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
PROPERTY BOUNDARY
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
PROPERTY BOUNDARY
76
T
H
A
V
E
N
U
E
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X X X X
X
X
X
XXXXXXXXXXXXXXXXXXXXXX
1
0
6
5
1065
106
5
10
6
5
1065
10
7
0
10
7
0
107
0
10
7
0
1
0
6
1
1
0
6
2
10
6
2
1063
1
0
6
3
106
3
10
6
3
1
0
6
3
106
4
10
6
4
106
4
1064
1
0
6
4
1
0
6
6
1066
10
6
6
106
6
106
7
10
6
7
1068
106
8
10
6
8
10
6
8
10
6
9
1069
106
9
106
9
1
0
7
1
1
0
7
1
107
1
10
7
1
1065
1069.99
1070.41
1070.97 1071.93 1071.44 1071.08 1071.04 1071.04
1067.59
1067.68
1067.58
1067.37
1067.63
1067.45 1068.24
1069.82
1063.341064.41 1064.31
1062.48
1062.27
1062.53
1067.19
1067.22
1071.90
1071.90
1071.90
1071.90
1068.05
1067.70
1067.70
1067.90
1067.60
1067.51
1067.50
E.O.F.
1067.20
E.O.F.
1066.30
1065
1
0
6
2
10
6
3
1064
10661067
1065 1066 1067
1068
106
510
6
5
10
7
0
10
7
0
10
6
4
106
4
106
6
10
6
6
10
6
6
1066
106
7
10
6
7
1067
10
6
7
10
6
8
106
8
106
9
10
6
9
107
1
10
7
1
10
7
0
10
7
0
1070
1
0
6
6
1
0
6
7
10
6
8
10
6
8
10
6
8
10
6
9
10
6
9
10
6
9
10
7
1
10
7
1
10
7
1
1
0
7
2
1070
1067106810691071
1070107110721073
1070
10681069
1071 1071107210731074
1067.50
TOP OF
BERM
1068.10
TOP OF
BERM
1067.90
1067.70
BASIN 103P
HWL=1067.24
BOT=1065.5
BASIN 101P
HWL=1067.48
BOT=1063.4
5' GRASS FLITER STRIP
(BASIN PRETREATMENT)
5' GRASS FLITER STRIP
(BASIN PRETREATMENT)
5.0 CU YD
CLASS III
RIP RAP
21.6 CU YD
CLASS III
RIP RAP
3:1 SLOPES ON TOPSOIL BERMS
(TYP.)
0'50'100'150'
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
ST
O
R
A
G
E
Y
A
R
D
ST
.
J
O
S
E
P
H
,
M
N
MA
N
I
O
N
'
S
W
H
O
L
E
S
A
L
E
10.18.23
Pr
o
j
e
c
t
N
u
m
b
e
r
:
S
R
E
2
3
0
0
1
William R. Huston
Lic. No. 44984
Date:10.18.2023
NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
I hereby certify that this plan,
specifications, or report was
prepared by me or under my
direct supervision and that I am a
duly licensed Engineer under the
laws of the State of Minnesota.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
PE
R
M
I
T
S
E
T
MKW
REVISIONS
NUMBER DATE
..
.
.
.
..
.
.
.
2531 N. Victory Drive ● Mankato, MN 56001
R:
\
C
I
V
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G
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E
E
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3
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1
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S
-
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0
1
.
D
W
G
C301
GR
A
D
I
N
G
P
L
A
N
PROPERTY LINE
982
980
RIDGE LINE
EMERGENCY OVERFLOW
EXISTING PROPOSED
INDEX CONTOUR
INTERVAL CONTOUR982
980
SPOT ELEVATION
FLOW DIRECTION
GRADING LEGEND
1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS
PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY
LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
2. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD
SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS
PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.
3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED.
THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE
LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC
CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN
AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF
THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC
CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.
5. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS
SHEET.
6. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A
SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS
ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.
7. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE
UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.
8. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.
9. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE
GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF
ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING
AGENCIES.
10. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.
11. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL
BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING
MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR
APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION
AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE
EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.
12. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL
BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN
MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.
13. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,
SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY
COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.
14. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT
GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR
UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND
INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.
1. REMOVE SEDIMENT FROM EXCAVATED BASIN PRIOR TO FINAL GRADING AND SEEDING.
2. BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM.
3. PLACE SILT FENCE AROUND BASINS AS SHOWN ON EROSION CONTROL PLAN IMMEDIATELY
AFTER BASIN CONSTRUCTION.
4. BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUAL
RING INFILTROMETER OR MPD SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATES
ARE 1.6-INCHES PER HOUR FOR BASIN 101P AND 0.2-INCHES PER HOUR FOR BASIN 103P. IF
BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKE CORRECTIVE ACTION
UNTIL MINIMUM INFILTRATION RATE IS MET. ALL TESTING AND CORRECTIVE ACTION SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT,
WITH NO DIRECT COMPENSATION MADE.
GRADING NOTES
FILTRATION/INFILTRATION BASIN NOTES
0.00%
900.00
E.O.F.
900.00
BENCHMARK
NAIL IN TREE AT SOUTHEAST
ENTRANCE
ELEV.=1065.08
26
EE
X
X
X
X
X
X
X
SITE BENCHMARK
NAIL IN TREE
ELEV.=1065.08
FL
O
O
R
E
L
E
V
.
=
1
0
6
5
.
8
9
FL
O
O
R
E
L
E
V
.
=
1
0
6
5
.
9
3
FL
O
O
R
E
L
E
V
.
=
1
0
6
5
.
9
0
BUILDING
DELINEATED WETLAND
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
PROPERTY BOUNDARY
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
PROPERTY BOUNDARY
76
T
H
A
V
E
N
U
E
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X X X X
X
X
X
XXXXXXXXXXXXXXXXXXXXXX
1
0
6
5
1065
106
5
10
6
5
1065
10
7
0
10
7
0
107
0
10
7
0
1
0
6
1
1
0
6
2
10
6
2
1063
1
0
6
3
106
3
10
6
3
1
0
6
3
106
4
10
6
4
106
4
1064
1
0
6
4
1
0
6
6
1066
10
6
6
106
6
106
7
10
6
7
1068
106
8
10
6
8
10
6
8
10
6
9
1069
106
9
106
9
1
0
7
1
1
0
7
1
107
1
10
7
1
1065
1065
1
0
6
2
10
6
3
1064
10661067
1065 1066 1067
1068
106
510
6
5
10
7
0
10
7
0
10
6
4
106
4
106
6
10
6
6
10
6
6
1066
106
7
10
6
7
1067
10
6
7
10
6
8
106
8
106
9
10
6
9
107
1
10
7
1
10
7
0
10
7
0
1070
1
0
6
6
1
0
6
7
10
6
8
10
6
8
10
6
8
10
6
9
10
6
9
10
6
9
10
7
1
10
7
1
10
7
1
1
0
7
2
1070
1067106810691071
1070107110721073
1070
10681069
1071 1071107210731074
SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF
SF
SF
SF
SFSFSF
S
F
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
REDUNDANT SILT
FENCE AT WETLAND
(SEE DETAIL)
0'50'100'150'
ST
O
R
A
G
E
Y
A
R
D
ST
.
J
O
S
E
P
H
,
M
N
MA
N
I
O
N
'
S
W
H
O
L
E
S
A
L
E
10.18.23
Pr
o
j
e
c
t
N
u
m
b
e
r
:
S
R
E
2
3
0
0
1
William R. Huston
Lic. No. 44984
Date:10.18.2023
NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
I hereby certify that this plan,
specifications, or report was
prepared by me or under my
direct supervision and that I am a
duly licensed Engineer under the
laws of the State of Minnesota.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
PE
R
M
I
T
S
E
T
MKW
REVISIONS
NUMBER DATE
..
.
.
.
..
.
.
.
2531 N. Victory Drive ● Mankato, MN 56001
R:
\
C
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G
I
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E
E
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G
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E
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G
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C
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S
\
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2
3
0
0
1
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'
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L
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\
C
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V
I
L
\
C
A
D
\
S
H
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E
T
S
\
M
A
N
I
O
N
S
-
E
C
0
1
.
D
W
G
C501
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
PROPERTY LINE
SILT FENCE
STORMWATER BASIN
EMERGENCY OVERFLOW
EXISTING PROPOSED
INDEX CONTOUR
INTERVAL CONTOUR
SF
EROSION CONTROL LEGEND
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES
AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR
COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE
OWNER OR ENGINEER OF DISCREPANCIES.
2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY
EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN
ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND/OR REMOVED AND SHALL BE
CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF
CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES,
ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.
3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR
CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER
MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN
INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE
WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER.
THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND
THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT
PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN
EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE
CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY
EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.
4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A
CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF
DIRT ONTO PUBLIC STREETS.
5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH,
SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.
6. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.
A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE.
B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111
(SPRING/SUMMER) AT 100-POUNDS PER ACRE
C. INFILTRATION/FILTRATION BASIN BELOW THE HWL SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER
ACRE.
D. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-131 (COMMERCIAL TURF) AT 220-POUNDS PER ACRE.
E. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.
F. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR BONDED FIBER MATRIX
HYDROMULCH IS REQUIRED.
9. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.
10. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.
11. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING
CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.
12. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE
CONCURRENT WITH SITE WORK.
GENERAL EROSION CONTROL NOTES
982
980
982
980
E.O.F.
CONSTRUCTION ENTRANCE
EROSION CONTROL BLANKET WITH
MNDOT SEED MIX 33-261
MNDOT SEED MIX 25-131 (HYDROMULCHED)
MNDOT SEED MIX 33-261
27
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William R. Huston
Lic. No. 44984
Date:10.18.2023
NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
I hereby certify that this plan,
specifications, or report was
prepared by me or under my
direct supervision and that I am a
duly licensed Engineer under the
laws of the State of Minnesota.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
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SWPPP NARRATIVE
THE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS
ESTABLISHED BY THE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP)
(EXPIRATION DATE: JULY 31, 2028) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A
CONSTRUCTION SITE.
THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT MANION'S WHOLESALE. THIS REPORT SHALL BE ON
THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE
NOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:
- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION
- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION
- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION
- INSPECTION AND MAINTENANCE PROCEDURES
THE GRADING AND EROSION CONTROL PLAN PREPARED FOR MANION'S WHOLESALE SHALL BE CONSIDERED PART OF THE SWPPP.
PROJECT LOCATION
THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR MANION'S WHOLESALE IN ST. JOSEPH, MN. THE SITE IS
LOCATED IN THE AT THE END OF 76TH AVENUE.
PROJECT CONTACT INFORMATION
OWNER/DEVELOPER:CONTRACTOR:
COMPANY NAME:LANDWEHR CONSTRUCTION, INC.
CONTACT:
ADDRESS:851 60TH STREET SOUTH
ST. CLOUD, MN 56301
PHONE:
E-MAIL:
IDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER:
COMPANY:RICE COMPANIES
CONTACT:WILL HUSTON
ADDRESS:1019 INDUSTRIAL DRIVE SOUTH
SAUK RAPIDS, MN 56379
PHONE:320.252.0404
E-MAIL:WILL.HUSTON@RICECOMPANIES.COM
TRAINING COURSE/ENTITY: UNIV. OF MN - DESIGN OF SWPPP
EXPIRATION DATE: MAY 31, 2024
OWNER/OPERATOR RESPONSIBILITIES
OWNER
-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.
-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI).
-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT.
-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROJECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE
OF SITE DISCHARGE.
-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION).
-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE
COMPLETE.
-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION.
-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.
-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.
-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP
AND CONDUCT INSPECTIONS.
-IMPLEMENT SWPPP.
OPERATOR
-COMPLETION OF AN ACCURATE NOI WITH THE OWNER
-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN.
R. 7090)
-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)
-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.
-SHALL NOT DISTURB MORE LAND THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED.
PROJECT DESCRIPTION
THE SITE IS APPROXIMATELY 10 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, A GRAVEL OUTDOOR STORAGE YARD AND
ASSOCIATED INFILTRATION BASINS.
PRE-DEVELOPMENT SITE CONDITIONS
THE EXISTING SITE IS A FARM FIELD. THERE IS A DELINEATED WETLAND IN THE NORTHEAST CORNER OF THE PROPERTY. THE SITE DISCHARGES TO
A LARGE UNNAMED WETLAND TO THE EAST. THE ULTIMATE DISCHARGE IS THE SAUK RIVER. THERE ARE NO KNOWN SOURCES OF CONTAMIATION
ON SITE.
SOIL TYPES
THE SITE CONTAINS MOSTLY HSG A SOILS, WITH SOME HSG C SOILS ON THE EAST SIDE, PER THE NRCS WEB SOIL SURVEY.
POST-DEVELOPMENT SITE CONDITIONS
THE SITE WILL BE A CONTINUATION OF THEIR EXISTING OUTDOOR STORAGE YARD TO THE SOUTH. TWO INFILTRATION BASINS WILL BE
CONSTRUCTED (ONE ON EACH END) TO TREAT THE STORMWATER RUNOFF. THE STORMWATER DISCHARGE LOCATIONS AND PATTERNS WILL
REMAIN THE SAME.
STORM WATER MANAGEMENT PLAN
THE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF SILT FENCE, BLANKET, AND SEED/MULCH.
THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF TWO INFILTRATION BASINS ON SITE. THE PROPERTY OWNER WILL BE
RESPONSIBLE FOR THE LONG-TERM MAINTENANCE OF THE BASINS AND THE PRE-TREATMENT AREAS.
DRAINAGE AREA MAPS TO INCLUDE SURFACE WATERS AND EXISTING WETLANDS WITHIN 1 MILE OF PROJECT BOUNDARY THAT RECEIVE
STORMWATER RUNOFF OR IDENTIFY THE DIRECTION AND DISTANCE TO SURFACE WATERS AND WETLANDS.
REFER TO THE MANION'S WHOLESALE STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE
CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, AND STORM WATER MANAGEMENT CALCULATIONS.
THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.
TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED
ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND
EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION
PLAN.
POTENTIAL STORM WATER POLLUTANTS
POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN
THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE
STORM WATER DISCHARGES FROM THE SITE.
CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:
CONSTRUCTION SEQUENCE
THE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:
1. INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON
PLAN. ANY SEDIMENT CONTROL MADE OF SOIL MUST BE TEMPORARILY OR PERMANENTLY STABILIZED WITHIN 24 HOURS.
2. INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.
3. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.
4. CLEAR AND GRUB SITE.
5. STRIP AND STOCKPILE TOPSOIL.
6. ROUGH GRADE OF SITE.
7. STABILIZE DENUDED AREAS AND STOCKPILES.
8. INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES.
9. INSTALL INLET PROTECTION AROUND CATCH BASINS.
10. INSTALL STREET SECTION.
11. INSTALL CURB AND GUTTER.
12. INSTALL PAVEMENT.
13. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)
14. FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH.
15. REMOVE ACCUMULATED SEDIMENT.
16. FINAL GRADE.
17. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT
FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.
CONSTRUCTION NOTES
IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S
ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY
DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.
TIMING OF BMP INSTALLATION
THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND
CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN
SPECIFIC AREAS.
PRIOR TO START OF CONSTRUCTION:
THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TO
CONSTRUCTION:
1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT
TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.
2. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.
3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF
FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.
4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES
SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.
DURING CONSTRUCTION:
THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURING
CONSTRUCTION:
1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.
2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY
GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 14 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING.
TEMPORARY SEED MIX 150, APPLIED AT A RATE OF 40 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.
3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.
4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH
EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER.
5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE
INITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE
WATERS. THE FIRST 200 LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 14
DAYS.
6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER
PERIMETER CONTROLS.
7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS
BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.
8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OR
OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN
EMERGENCY.
9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION,
OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR.
10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER
11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.
INLET SEDIMENT CONTROL BMP REMOVAL:
IF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THE
MUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP
OR BE AVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR
REMOVAL.
UPON COMPLETION OF CONSTRUCTION ACTIVITIES:
PERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THE
PERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS
TO ACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :
1. ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR
FINAL STABILIZATION.
2. PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED
FROM CONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE
TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO
RETURN THE BASIN TO DESIGN CAPACITY.
3. THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH
DENSITY.
4. ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.
PERMANENT VEGETATION ESTABLISHMENT
PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED
THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.
SWPPP INSPECTIONS AND MAINTENANCE
EROSION AND SEDIMENT CONTROL INSPECTIONS:
CONSTRUCTION ACTIVITY, ALL SUPPORT ACTIVITIES, AND AREAS ADJACENT TO THE PROJECT MUST BE INSPECTED (USING MPCA CONSTRUCTION
STORMWATER INSPECTION CHECKLIST OR AN ALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE
A PERSON TRAINED AND FAMILIAR WITH THE REQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE
INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE
LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS PLAN
INSPECTION SCHEDULE:
- PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE
EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN ½ INCH IN 24
HOURS.
- INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES
ON OTHER PORTIONS OF THE SITE.
- WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE,
INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION
ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT.
- WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED.
INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST.
- FOR PROJECTS WHERE A POLLINATOR HABITAT OR NATIVE PRAIRIE TYPE VEGETATED COVER IS BEING ESTABLISHED, INSPECTIONS MAY BE
REDUCED TO ONCE PER MONTH IF THE SITE HAS TEMPORARY VEGETATION WITH A DENSITY OF 70% TEMPORARY UNIFORM COVER. IF AFTER
24 MONTHS NO SIGNIFICANT EROSION PROBLEMS ARE OBSERVED, INSPECTIONS MAY BE SUSPENDED COMPLETELY UNTIL THE TERMINATION
REQUIREMENTS IN SECTION 13 HAVE BEEN MET.
SCOPE OF INSPECTION SHALL INCLUDE:
1. DATE AND TIME OF INSPECTIONS; AND
2. NAME OF PERSONS CONDUCTING INSPECTIONS; AND
3. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND
4. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND
5. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2½ INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES
MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS
WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR
SUMMARIES; AND
6. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE
LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF
POLLUTANTS); AND
7. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6
WITHIN SEVEN (7) CALENDAR DAYS; AND
8. ALL PHOTOGRAPHS OF DEWATERING ACTIVITIES AND DOCUMENTATION OF NUISANCE CONDITIONS RESULTING FROM DEWATERING
ACTIVITIES AS DESCRIBED IN SECTION 10; AND
9. ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER OR
ELECTRONIC FORM ON SITE.
MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES:
THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY
MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK
AT THE SITE. THE CONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION
MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL
BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR
AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.
THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR,
OR REPLACEMENT:
1. ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED,
DESTROYED, NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER
DISCOVERY OR NOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.
2. PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED
TO 1/2 HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR
SUPPLEMENTATION OF PERIMETER SEDIMENT CONTROL SHOULD BE DONE WITHIN 72 HOURS OF DISCOVERY.
3. INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS AN
ACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED
SEDIMENT AND DELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.
4. TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND
ACCUMULATION TO 1
2 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF
OBSERVATION, OR AS FIELD CONDITIONS ALLOW ACCESS.
5. SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR
OTHER ANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT
OR OTHER ANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.
6. PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR
ACCESS - SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO
MAINTAIN PUBLIC SAFETY OR PREVENT WASHING FROM FORECASTED RAINS.
TERMINATION OF COVERAGE
THE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:
1. ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM
CONSTRUCTION IS REMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE
NOTICE OF TERMINATION FORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON
MIDNIGHT OF THE POST MARKED DATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:
2. WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET
SWEEPING AND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF
OWNERSHIP. THE TERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS
TRANSFERRED (I.E. OUTLOTS, LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT
MIDNIGHT OF THE SUBMISSION DATE. OR:
3. PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:
3.a. CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND
3.b. AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITH
VEGETATION OR NON-VEGETATIVE COVER; AND
3.c. WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND
3.d. THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.2 THROUGH 13.7.
4. WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER
REASONS, DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.
WHEN SUBMITTING THE NOT PERMITTEES MUST INCLUDE EITHER GROUND OR AERIAL PHOTOGRAPHS SHOWING THE REQUIREMENTS OF 13.2 HAVE
BEEN MET. PERMITTEES ARE NOT REQUIRED TO TAKE PHOTOGRAPHS OF EVERY DISTINCT PART OF THE SITE, HOWEVER THE CONDITIONS
PORTRAYED MUST BE SUBSTANTIALLY SIMILAR TO THOSE AREAS THAT ARE NOT PHOTOGRAPHED. PHOTOGRAPHS MUST BE CLEAR AND IN FOCUS
AND MUST INCLUDE THE DATE THE PHOTO WAS TAKEN.
POTENTIAL POLLUTANT LOCATION CONTROL MEASURE
ANTIFREEZE VARIOUS SECONDARY CONTAINMENT / DRIP PAN
DIESEL FUEL VARIOUS SECONDARY CONTAINMENT / DRIP PAN
FERTILIZER LANDSCAPE CONTRACTOR SECONDARY CONTAINMENT
GASOLINE IN EQUIPMENT/FUELING AREA SECONDARY CONTAINMENT / DRIP PAN
GLUE/ADHESIVES CONTRACTOR SECONDARY CONTAINMENT
HYDRAULIC OILS/FLUIDS CONTRACTOR SECONDARY CONTAINMENT
PAINTS CONTRACTOR SECONDARY CONTAINMENT
GREASE CONTRACTOR SECONDARY CONTAINMENT / DRIP PAN
SANITARY WASTE PORTABLE BATHROOMS SERVICE PROVIDER TO SECURE UNITS FROM
TIPPING OVER AND MAINTAINED
SOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENT
LANDSCAPING MATERIALS LANDSCAPE CONTRACTOR CONTRACTOR RESPONSIBLE
CONCRETE TRUCK WASHOUT WASHOUT AREA
CONCRETE / MORTAR MOBILE MIXER S.C. / WASHOUT AREA
PROJECT AREA = 10.0-AC
DISTURBED AREA = 9.4-AC
EXISTING IMPERVIOUS IN DISTURBED AREA = 0-AC
PROPOSED IMPERVIOUS IN DISTURBED AREA = 6.9-AC
SPECIAL AND/OR IMPAIRED WATERS WITHIN 1 MILE OF THE PROJECT SITE
NAME: NONE (THE SAUK RIVER IS MORE THAN 1-MILE AWAY)
IMPAIRMENT:
DISTANCE AND DIRECTION FROM SITE:
28
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William R. Huston
Lic. No. 44984
Date:10.18.2023
NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
I hereby certify that this plan,
specifications, or report was
prepared by me or under my
direct supervision and that I am a
duly licensed Engineer under the
laws of the State of Minnesota.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
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REVISIONS
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2531 N. Victory Drive ● Mankato, MN 56001
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SWPPP NOTES
LISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION
CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL
FROM AN OWNER HAS BEEN GIVEN.
4. DITCH PROTECTION (TEMPORARY OR PERMANENT)
·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVE TEMPORARY OR
PERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE
WATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGH GRADED CONDITION IN ORDER TO PROPERLY INSTALL
EROSION CONTROL SEEDING, MULCH, MATS AND BLANKETS.
·PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION
PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR
PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.
·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OF THE FOLLOWING OR
COMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIPRAP, BIO-ROLLS OR ROCK CHECK DAMS. THE
METHOD CHOSEN WILL BE BASED ON AN ANALYSIS OF THE SLOPE AND VELOCITY OF THE RUNOFF. THESE ARE
ADDITIONAL BMP'S WHICH MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL
PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROM
AN OWNER HAS BEEN GIVEN.
·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BE INSTALLED. CHECK
DAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATION OF THE TOE OF THE
UPSTREAM DAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF
SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.
·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCH AND/OR EROSION
CONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS AND LENGTH.
·ALL DITCHES WILL BE STABILIZED WITHIN 14 DAYS.
5. WORK NEXT TO WETLANDS
·PRESERVE A 50' (100' FROM SPECIAL WATERS) NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDE
REDUNDANT SEDIMENT CONTROLS PRIOR TO DISTURBANCE OF UP-GRADIENT AREAS.
·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF
WORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSION CONTROL / GRADING PLAN.
9. LONG-STEEP CUT/FILL SLOPES
·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE
OF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVE
SLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND.
THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS
·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY OR
PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING A
NEW INCREMENT.
·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKING
HERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USED
ON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING.
TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR
CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.
·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THAT
CAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATED
PERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASE
INFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.
13. TEMPORARY SEDIMENT BASINS
·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED SOIL DRAIN TO A
COMMON LOCATIONS. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOUR STORM, FOR EACH
ACRE DRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR
EACH ACRE DRAINED TO THE BASIN.
·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT.
THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THE
RECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FOR
THE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD
OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.
·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY AND
CONTAINMENT.
·TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND,
IF NECESSARY.
·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THE
POND.
·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THE STORAGE
VOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVAL
SHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR AS
SOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO
CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE
GRADING CONTRACT.
·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGY
DISSIPATION AT BASIN OUTLET.
15. STOCKPILES (TEMPORARY AND PERMANENT)
·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES
·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACED
WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.
·PERIMETER CONTROLS SHALL BE INSTALLED PRIOR TO THE INITIATION OF STOCKPILING.
·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BE
SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARY
EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR
CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.
·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITH
HYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.
·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE, A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVC
PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACT
UNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER
16. CONSTRUCTION DEWATERING
·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TO
SURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: (TEMPORARY EROSION
CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK
SHALL BE INCIDENTAL):
o CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.
o USE A PORTABLE SEDIMENT TRAP SYSTEM.
o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A
SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.
o DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA.
o PUMP TO A TEMPORARY SEDIMENT BASIN.
·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.
·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS OR
ADVERSELY IMPACT WETLANDS.
·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BE
CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.
·TO THE EXTENT FEASIBLE, USE WELL-VEGETATED (E.G., GRASSY OR WOODED), UPLAND AREAS OF THE SITE TO
INFILTRATE DEWATERING WATER BEFORE DISCHARGE.
·PERMITTEES ARE PROHIBITED FROM USING RECEIVING WATERS AS PART OF THE TREATMENT AREA.
·PERMITTEES MUST VISUALLY CHECK AND PHOTOGRAPH THE DISCHARGE AT THE BEGINNING AND AT LEAST
ONCE EVERY 24 HOURS OF OPERATION TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND
NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DEWATERING DISCHARGES THAT ONLY LAST
FOR MINUTES, AS OPPOSED TO HOURS AND DO NOT REACH A SURFACE WATER, DO NOT REQUIRE
PHOTOGRAPHS OR DOCUMENTATION .
·IF NUISANCE CONDITIONS RESULT FROM THE DISCHARGE, PERMITTEES MUST CEASE DEWATERING IMMEDIATELY
AND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING IS RESUMED. NUISANCE CONDITIONS INCLUDES,
BUT IS NOT LIMITED TO, A SEDIMENT PLUME IN THE DISCHARGE OR THE DISCHARGE APPEARS CLOUDY, OR
OPAQUE, OR HAS A VISIBLE CONTRAST, OR HAS A VISIBLE OIL FILM, OR HAS AQUATIC HABITAT DEGRADATION
THAT CAN BE IDENTIFIED BY AN OBSERVER.
17. CONSTRUCTION ENTRANCES
·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THE
CONSTRUCTION SITE.
·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.
·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OF
MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.
·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.
·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.
·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UP
TYPE STREET SWEEPER.
·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED OR
ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS
METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.
·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTO
ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.
·STREET SWEEPING SHALL NOT BE USED IN LIEU OF A CONSTRUCTION ENTRANCE.
18. VEHICLE MAINTENANCE
·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.
·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BE
CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE
PROPERLY DISPOSED OF.
·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILL
BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.
·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH
WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.
20. FUELING
·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARY
CONTAINMENT SYSTEM.
·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BE
DISCHARGED INTO STORM WATER SYSTEMS.
·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.
·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALS
SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.
21. HAZARDOUS MATERIALS
·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.
·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.
·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.
·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.
·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UP
SMALL SPILLS.
·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR
OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24
HOURS OF DETECTION OR NOTIFICATION.
·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE
INCIDENTAL TO THE CONSTRUCTION CONTRACT.
22. CHEMICAL CONTAINMENT
·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWED
TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE OR
GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.
·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESS
THE CONTAINER IS NOT RESEALABLE.
·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OF
EACH DAY.
·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.
·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE A
POLLUTION HAZARD.
·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCE
WITH FEDERAL, STATE AND LOCAL REGULATIONS.
·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THE
MANUFACTURE'S RECOMMENDED METHODS.
·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE
INCIDENTAL TO THE CONSTRUCTION CONTRACT
·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.
23. SOLID WASTE
·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULAR
BASIS.
·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.
·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.
·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THE
CONSTRUCTION CONTRACT.
24. DUST CONTROL
·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
A. RAPID STABILIZATION METHODS ON SLOPES
B. WATER ON ROADWAYS AND GRADED AREAS
C. ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUM
EMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.
·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PER
SPECIFICATIONS.
25. WINTER STABILIZATION
·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTION
ACTIVITIES FOR WINTER
·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH
·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150
·ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING
REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN
DRAINING.
·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB AND
OUT OF THE PLOWED SNOW AREA.
·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED
·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72
HOURS FROM LEGAL AUTHORITY.
·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BE
STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.
·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS AND
STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THE
APPROVAL OF THE OWNER.
30. INFILTRATION/FILTRATION AREAS
·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.
·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED.
·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA.
·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.
·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.
·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BE
FINAL GRADED AND STABILIZED
SWPPP AMENDMENTS
THIS PLAN AND THE ATTACHMENTS MUST BE AMENDED WITHIN 7-DAYS TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACE
DURING CONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR:
1. THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OF
POLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.
2. INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALS
INDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.
3. THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THE
MN R1000011 CONSTRUCTION GENERAL PERMIT.
4. IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FOR
TMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.
5. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE
CHARACTERISTICS.
THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT.
AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;
THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL.
PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGES
SUMMARIZED BELOW.
AMENDMENT NO. DATE REASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENT REQUESTED BY PREPARED BY
29
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William R. Huston
Lic. No. 44984
Date:10.18.2023
NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
I hereby certify that this plan,
specifications, or report was
prepared by me or under my
direct supervision and that I am a
duly licensed Engineer under the
laws of the State of Minnesota.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
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VICINITY MAP/IMPAIRED WATERS MAP WEB SOIL SURVEY MAP
SOIL MAP UNIT SYMBOL LEGEND
INFEASIBILITY DETERMINATION (ITEMS 5.13, 5.14 AND 5.15)
THE REQUIRED 50' BUFFER ZONE TO WETLANDS IS INFEASIBLE DUE TO STORMWATER TREATMENT
CONSTRUCTION. REDUNDANT PERIMETER CONTROLS (SILT FENCE) WILL BE USED INSTEAD.
SWPPP BMP QUANTITIES
SILT FENCE 3,670 LF
TEMPORARY SEED MIX 0.5 ACRES
PERMANENT SEED MIX (25-131)1.4 ACRES
PERMANENT SEED MIX (33-261)1.0 ACRES
MULCH 0.6 ACRE
EROSION CONTROL BLANKET 16,000 SF
ROCK CONSTRUCTION ENTRANCE 1 EACH
STREET SWEEPING AS NEEDED
ANTICIPATED CONSTRUCTION SCHEDULE
SITE GRADING FALL/WINTER 2023
FINAL COMPLETION SPRING 2024
30
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
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William R. Huston
Lic. No. 44984
Date:10.18.2023
NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
I hereby certify that this plan,
specifications, or report was
prepared by me or under my
direct supervision and that I am a
duly licensed Engineer under the
laws of the State of Minnesota.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
PE
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REVISIONS
NUMBER DATE
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2531 N. Victory Drive ● Mankato, MN 56001
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PRE-ASSEMBLED SILT FENCE
(LIGHT DUTY)GD01
TRENCH WITH NATIVE BACKFILL
NOTES:
1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN
ACCUMULATED TO 1/3 THE HEIGHT OF THE FABRIC OR MORE.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDS EFFICIENCY.
4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF
FABRIC IS HIGHER THAN "PONDING HEIGHT".
5. SILT FENCE MAY BE INSTALLED WITH SLICING MACHINE IN FIELD.
WOVEN FILTER FABRIC (36" HIGH)
2"X 2" WOOD POST
FILTER FABRIC, ATTACH
SECURELY TO UPSTREAM SIDE
OF POST WITH 5-1" STAPLES
PER POST
FABRIC SLICED INTO SOIL
WITH COMPACTED
BACKFILL
5' HIGH MAX
WOOD POST
12
"
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PONDING HEIGHT
8'-0"
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FLOW
RUNOFF
STANDARD DETAIL
NOTES:
1. FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION
THROUGH ROCK/WOOD CHIPS.
2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND
NOT
MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS
ALLOWED.
3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS.
FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR
MORE FREQUENTLY AS NECESSARY.
4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.
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OR WOODCHIPS PER
SPECIFICATIONS 18" MINIMUM CUT OFF TO
MINIMIZE RUNOFF FROM SITE
ROCK=12" MIN.
WOODCHIPS=18" MIN.
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LAST REVISED:
08/30/2022 CONSTRUCTION ENTRANCE GD05
2
MAXIMUM 1
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NOTES:
1. GROOVES WILL CATCH SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE RUNOFF RATE.
2. USE SLOPE TRACKING FOR SLOPES 4:1 AND 50 FEET LONG OR STEEPER/LONGER.
3. USE TEMPORARY CONTOUR FURROWS FOR SLOPES 3:1 AND 75 FEET LONG OR STEEPER/LONGER.
25'
6" MIN.
TEMPORARY CONTOUR FURROWS
SLOPE TRACKING
LAST REVISED:
08/30/2022 SURFACE ROUGHENING FOR ALL SLOPES GREATER THAN 4:1 GD09
FILTER CLOTH 4'
ABOVE SOURCE
OF WATER
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1 4"
2 4"
3 6"
4 6"
5 5"
6 5"
7 5"
NOTES:
1. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.
2. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.
3. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.
4. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.
5. DO NOT STRETCH.
SLOPE RATIO
2:1 (H:V)>
2:1 - 1:1
STAPLES/YARD
1.2 STAPLES
1.7 STAPLES
SPACING FOR STAPLESSTAPLE
LENGTH
CATEGORY
OF
BLANKET
TYPICAL SLOPE SOIL STABILIZATION
ISOMETRIC VIEW
TAMP DIRT
OVER MAT/
BLANKET
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NON-WOVEN GEOTEXTILE
FILTER FABRIC UNDER
TYPICAL TREATMENT
GENERAL
STAPLE
PATTERN
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VARIES
12
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WET SLOPE LINING
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LAST REVISED:
08/30/2022
TEMPORARY EROSION BLANKETS
TURF REINFORCEMENT MATS FOR SLOPES GD21
GROUND SLOPE
GROUND DISTURBANCE:
ROAD, PARKING LOT,
UTILITIES, ETC.
WETLAND/STREAM/DITCH
SILT FENCE
BIOROLL
PROFILE VIEW
LAST REVISED:
08/31/2022 REDUNDANT SEDIMENT CONTROL OPTION 1 GD34
NOTES:
1. SEE PLAN FOR DISTURBANCE LIMITS AND LOCATIONS OF SECONDARY CONTROLS.
2.TO BE UTILIZED WHEN DISTURBANCE WILL BE WITHIN 509' OF WETLAND/ STREAM/ DITCH
DELINEATIONS.
3.SEDIMENT CONTROLS TO BE AT EDGE OF DISTURBANCE, KEEPING AS MUCH BUFFER AS POSSIBLE
BETWEEN DISTURBANCE AND WETLAND/ STEAM/ DITCH.
4.SEE DETAILS/ SWPPP FOR BIOROLL & SILT FENCE INFORMATION.
LAST REVISED:
10/18/23 INFILTRATION BASIN WT02
MIX ON-SITE TOPSOIL INTO THE
TOP 12" OF EXISTING GROUND.
DO NOT COMPACT.
HWL PER PLAN
MNDOT SEED MIX 25-151
OR SOD ABOVE HWL.
(TYP.)
BASIN BOTTOM PER PLAN
MNDOT SEED MIX 33-261
BELOW HWL OR MN NATIVE
LANDSCAPES LOW GROW
FESCUE BLEND (OR EQUAL)
BELOW HWL
SCARIFY SOILS
BELOW BASIN
INFILTRATION BASIN
NOTES:
1. BASIN AND BERM SIDE SLOPES SHALL BE 3:1.
2. TOP OF BERM SHALL BE 10' WIDE. THE TOP SHALL BE CROWNED AND HAVE THE ELEVATION SHOWN
ON THE PLANS.
31
RESOLUTION 2023-DEF
A RESOLUTION ADOPTING FINDINGS OF FACT AND APPROVING A
CONDITIONAL USE PERMIT FOR
OUTDOOR STORAGE
MANION PROPERTIES, LLC
WHEREAS, Manion Properties, LLC applied for a Conditional Use Permit application for an Outdoor
Storage on the Subject property described as:
Parcel ID of property: 84.53300.0448
FINDINGS OF FACT
WHEREAS, On November 13th, 2023 the St. Joseph Planning Commission conducted a public hearing to
consider the application of Manion Properties, LLC., owner and applicant, for a Conditional Use permit
for Outdoor Storage on the Subject Property; and
WHEREAS, That the matter was duly published and notice was posted in the city designated newspaper
and mailed notices were sent to the property owners within three-hundred and fifty (350) feet of the
Subject Property; and
WHEREAS, That the Subject Property is zoned I-1 Light Industrial and Outdoor Storage is allowed
through a Conditional Use Permit; and
WHEREAS, the St. Joseph Planning Commission recommended approval of the Finding of Fact
Resolution at their November 13th, 2023 meeting; and
NOW THEREFORE, BE IT RESOLVED THAT THE ST. JOSEPH CITY COUNCIL, hereby
makes the following Findings of Fact:
1. That the surrounding land uses to the Subject Property are Rural Residential to the North, and I-1
Light Industrial to the South, West, and East; and
2. That the Comprehensive Plan guides all the properties that abut the subject property as I-1 Light
Industrial; and
3. That the Conditional Use will be located on a majority of the Subject Property as depicted in
Exhibit A; and
4. The Conditional use will not be detrimental to or endanger public health, safety, morals, comfort,
or general welfare of the neighborhood and will be harmonious to the objectives of the
Comprehensive Plan of the City; and
5. That the Conditional use will not involve activities, processes, materials, equipment and
conditions of operation that will be detrimental to any persons, property, or general welfare of
traffic, noise, smoke, fumes, glare or odors; and
6. That an seven-foot chain link fence with barbed wire will be installed around the entire perimeter
of the site to enclose the outdoor storage area as best as possible and that this fence matches the
existing fence that borders the site; therefore, the conditional use will be designed, constructed,
operated and maintained so as to be harmonious and appropriate in appearance with character of
the area and is not hazardous or disturbing to existing or future neighboring uses; and
7. That no utilities and services are needed for the proposed use so the use will not create excessive
or additional costs for services and/or be detrimental to the economic welfare of the community;
and
8. That access and restrictions will be provided through the adjacent land owned by the same owner
and applicant; and
9. The storage area will be surfaced with gravel; and
10. The facility will not result in the destruction, loss, or damage of a natural, scenic, or historic
feature of major importance; and
11. The soil conditions are adequate to accommodate the proposed use; and
NOW, THEREFORE BE IT RESOLVED THAT THE CITY COUNCIL OF ST. JOSEPH,
MINNESOTA, HEREBY RECOMMENDS APPROVAL OF THE CONDITIONAL USE PERMIT
BASED ON THE FOLLOWING CONDITIONS:
1. 1. The property owner is responsible for meeting all Federal, State, Local, and City requirements
and obtaining any and all permits and licenses.
2.
3. 2. Additional City Requirements: That the applicant shall submit a Land Disturbance permit and
all Engineering and Stormwater standards shall be addressed prior to issuance.
4.
5. 3. Lighting: All lighting shall meet City Ordinance. Lighting (wall and pole) shall be full-cut off
style or hooded to prevent light pollution onto neighboring properties. A photometric plan along
with light fixture details shall be submitted and approved prior to issuance of the Land
Disturbance permit.
6.
7. 4. Storage areas: All storage areas for proposed materials (lumber, shingles, etc.) shall be clearly
delineated, meet required setbacks and be stored within the areas identified in the site plan shown
in Exhibit A.
5. The outdoor storage area shall be contained by a seven-foot chain link fence with barbed wire
around the entire perimeter of the site as shown in Exhibit A.
6. The City shall have the right to inspect the premises for compliance and safety purposes at any
time upon reasonable request.
7. The storage yard is proposed to be surfaced with gravel. The owner shall control any dust that
is created within the site so as to not cause any dust to blow onto adjacent properties or be tracked
onto city streets.
8. Access: Property does not directly abut a public street. Access is provided through the adjacent
properties to the South. The direct access through adjacent property to a public street shall be
maintained throughout the duration of the Conditional Use.
9. Future Roadway: The City’s Transportation Plan shows future roadway connection adjacent to
the site. The proposed infiltration basin in the Northeast corner of the site is within one of the
potential roadway corridors. At time of final design of the corridor its determined that the corridor
has to be constructed through the infiltration basin in the Northeast corner of subject property the
city is not responsible for any financial costs tied to relocation of the infiltration basin.
9. Amendment: This Conditional Use Permit and the terms and conditions therein, may be
amended upon Owner’s application to an agreement by the City Council.
10. Revocation: The City Council shall revoke a conditional use permit when it determines that
the terms and conditions of the permit as issued are no longer being complied with. A certified
copy of an order of the City revoking a conditional use permit shall be filed with the County
Recorder for recording.
11. Expiration: The conditional use permit shall expire if the authorized use ceases for any reason
for more than one (1) year.
WHEREAS said Finding of Fact and Decision was declared duly passed and adopted by the St.
Joseph City Council on this 20th day of November, 2023
CITY OF ST. JOSEPH
Mayor, Rick Schultz
ATTEST
David Murphy, City Administrator Document drafted by:
City of St. Joseph
75 Callaway St E
St. Joseph, MN 56374
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NORTH LINE OF HALL
INDUSTRIAL PARK
BUILDING
15 FT. DRAINAGE &
UTILITY EASEMENT PER
HALL INDUSTRIAL PARK
DELINEATED WETLAND
25' SIDE YARD SETBACK
25' SIDE YARD SETBACK
20
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PROPERTY BOUNDARY
50' WETLAND
SETBACK
100' WETLAND
SETBACK
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50'
27
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5
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1047.25'
945.12'
INFILTRATION BASIN
INFILTRATION BASIN
350' SHINGLES
500' LUMBER
200' LUMBER
175' SHINGLES
150' SHINGLES
200' LUMBER
200' LUMBER200' LUMBER
175' SHINGLES 175' SHINGLES
50'
50'
75'
25
'
40
'
50'50'50'50'50'
50
'
50
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50
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54
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50'50'
50
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172'
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
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NOTICE: This document ("Instrument of
Service") was prepared by Rice
Companies, Inc. ("RCI") specifically for
the referenced project and is not intended
for any other use. RCI retains all
common law, statutory and other reserved
rights, including copyrights. This
Instrument of Service shall not be used on
other projects, for additions to this project
or for completion of this project by others
without RCI's prior written consent. Any
unauthorized use of this Instrument of
Service shall be prohibited.
Copyright Rice Companies, Inc. 2023. All rights reserved.c
320.252.0404
1019 Industrial Dr S ● Sauk Rapids, MN 56379
3301 11th St E ● Glencoe, MN 55336
4201 38th St SW, Ste 209 ● Fargo, ND 58104
RICECOMPANIES.COM
WRH
REVISIONS
NUMBER DATE
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2531 N. Victory Drive ● Mankato, MN 56001
0'50'100'150'
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SETBACK LINE
EASEMENT LINE
LOT LINE
STORMWATER BASIN
SITE LIGHTING
EXISTING PROPOSED
FENCEXX
TRAFFIC SIGN
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EXHIBIT A
2024 Planning Submittal and Meeting Dates
Phone 320-229-9425
Submittal Deadline Planning Commission
By 12:00 pm
December 15 1/08/24
January 19 2/12/24
February 16 3/11/24
March 15 4/8/24
April 19 5/13/24
May 17 6/10/24
June 14 7/8/24
July 19 8/12/24
August 16 9/9/24
September 20 10/14/24
October 18 11/11/24
November 15 12/09/24
December 20 1/13/25
A complete application must be submitted by the deadlines indicated above. No exceptions!
After Planning Commission, the Council acts on the application.
Council meets on the 1st and 3rd Monday of the month.
36
Planning Commission Agenda Item 7a
MEETING DATE: November 13th, 2023
AGENDA ITEM: 7a – Public Hearing – Zoning Amendment – Landscape Requirements in
Industrial Zoned Properties
STAFF RECOMMENDATION: Approval of Ordinance amendment
PREVIOUS PLANNING COMMISSION ACTION: Discussion occurred last three months. Direction
given last month to bring draft back for formal ordinance amendment and public hearing.
BACKGROUND INFORMATION:
Direction was provided last month to bring formal ordinance amendment back this month for hearing and
action. Draft includes allowing administrative exemption for the minimum number of trees and shrubs in
Industrial zoned property. Drafted language also has verbiage tied to installing plantings along perimeters
of parking lots, front of site, and borders of site along public right-of way and side lot lines.
ATTACHMENTS: 1. Ordinance Amendment Resolution
2. Summary publication
REQUESTED PLANNING COMMISSION ACTION:
1. Open and close public hearing
2. Recommendation on Ordinance amendment resolution
3. Recommendation on Summary publication
37
ORDINANCE 502.12 – ZONING
ORDINANCE NO 2023-XYZ
AN ORDINANCE AMENDING ORDINANCE 502.12 Subd 5 Section D
IT IS HEREBY ORDAINED BY THE COUNCIL OF THE CITY OF ST. JOSEPH
MINNESOTA:
That Section 502.12 Subd 5 Section D: General Performance is hereby amended as follows.
New language is in red and language being eliminated is shown as strikethrough:
Section 502.12 Subd 5 Section D
D. Performance Standards. A landscape plan must be submitted with each project and such plan
must be prepared by an experienced landscape person. In order to achieve landscaping
which is appropriate to scale with the site of a building and site, the minimum standards
apply to all districts and projects that require Site Plan approval except A, R-1, R-2, R-4,
and B-1. I-1 properties may be exempt from the minimum quantities of trees and shrubs
required.
1. Trees: One tree for every one thousand (1,250) square feet of total building floor area
or one tree for every one hundred feet (100’) of site perimeter, whichever is greater. A
minimum of twenty-five percent (25%) of the trees required will be coniferous.
2. Ornamental Trees: One ornamental tree can be substituted for every six-tenths (6/10)
overstory deciduous shade tree. In no case shall ornamental trees exceed fifty percent
(50%) of the required number of trees.
3. Understory Shrubs: One understory shrub for every four hundred fifty (450) square feet
of building or one shrub for every seventy-five feet (75’) of site perimeter, whichever is
greater.
4. R-1, R-2, R-4, and R-5 Districts: Minimum standards set above apply to R-1, R-2, R-
4 and R-5 Districts in these instances:
A. Double frontage lots.
B. Anything other than a single-family home.
5. I-1 properties shall meet the following performance standards:
a. Landscape Plan shall provide a mix of deciduous and coniferous trees. At least
twenty-five percent (25%) of the trees shall be coniferous.
b. Tree and shrub plantings shall be located along areas of the site which border
the public right-of-way, front entrance of the building, perimeter of parking lot
and side corners of the building area.
c. Screening requirements shall be met and remaining land shall be
seeded/sodded.
This ordinance becomes effective from and after its passage and publication.
Passed by the City Council of St. Joseph, Minnesota the 20th day of November, 2023.
Rick Schultz, Mayor
ATTEST
David Murphy, City Administrator
This amendment was published on ______________, 2023
Document drafted by:
City of St. Joseph
75 Callaway St E
St. Joseph, MN 56374
38
Resolution 2023XYZ
SUMMARY PUBLICATION OF ORDINANCE NO. 2023-XYZ
AN ORDINANCE AMENDING ORDINANCE 502.12 Subd. 5 Section D
The following official summary of the ordinance referred to has been approved by the City
Council of St. Joseph as clearly informing the public of the intent and effect of the amendments.
Ordinance 502.12 Subd. 5 Section D
The ordinance amendment modifies the landscape requirements for properties Zoned I-1 Light
Industrial and for projects required to go through Site Plan approval in this zoning district.
A printed copy of the entire ordinance is available for inspection by any person at the office of
the City Clerk any Monday through Friday between the hours of 8:00a.m. and 4:30 p.m. or on
the City website at www.cityofstjoseph.com
This document hereby is made a part of this ordinance and is attached hereto.
_____________________________
Rick Schultz, Mayor
ATTEST:
_____________________________
David Murphy, City Administrator
SEAL
PUBLISHED IN THE ST. CLOUD TIMES ON ________________, 2023
39