HomeMy WebLinkAbout11.06.23
CITY 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 City Council
November 6, 2023
6:00 PM
**The City Council meeting will be conducted in-person in the council chambers of the St.
Joseph Government Center. Members of the public can attend in-person or via Zoom. **
Join Zoom Meeting
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1. 6:00 PM Call to order - Pledge of Allegiance
2. Public Comments Up to 3 speakers will be allowed for up to 3 minutes each to address the
council with questions/concerns/comments (regarding an item NOT on the agenda). No
Council response or action will be given/taken other than possible referral to Administration.
3. Approve Agenda
4. Consent Agenda
a. Minutes – Requested Action: Approve the minutes of October 16th, 2023, and October
24, 2023.
b. Bills Payable – Requested Action: Approve Check Numbers 61108-61218, Accounts
Payable and Payroll EFT #3167-3189, Regular Pay Period 21 and 22.
c. Approval of Tobacco, Amusement Device, 3.2 on-sale, and 3.2 off-sale licenses –
Requested Action: Approve the 2024 licenses as presented.
d. Application for Payment, 2023 Street Improvements – Requested Action: Approve the
application for payment 3 for the 2023 Street Improvements to Larson Excavating.
5. Conditional Use Permit Request – Summit Commons, LLC
6. 2024 Precinct and Polling Place Designations
7. Purchase of Fire Fighter Turnout Gear
8. Purchase of Radars for Police Department
9. Engineer Reports
a. 2024 Elm Street Final Design Phase Services
10. Mayor and Council Reports/Updates
11. Adjourn
October 16th, 2023
Page 1 of 3
Pursuant to due call and notice thereof, the City Council for the City of St. Joseph met in regular session
on Monday, October 16th, 2023, at 6:00PM in the St. Joseph Government Center.
Members Present: Mayor Rick Schultz, Councilmembers Kevin Kluesner, Bob Loso, Adam Scepaniak,
Absent: Kelly Beniek
City Representatives Present: Administrator David Murphy, Public Works Director Ryan Wensmann,
Community Development Director Nate Keller, City Clerk Kayla Klein, Finance Director Lori Bartlett, City
Engineer Randy Sabart, Police Chief Dwight Pfannenstein
Public Comments: None.
Approve Agenda: Loso motioned to approve the agenda; seconded by Kluesner and passed
unanimously.
Consent Agenda: Kluesner made a motion to approve the consent agenda; seconded by Loso and
passed unanimously.
Consent Agenda:
a. Minutes – Requested Action: Approve the minutes of October 2, 2023.
b. Bills Payable – Requested Action: Approve Check Numbers 61059-61107, Account Payable and
Payroll EFT #3157-3166, Regular Pay Period 20.
c. Treasurer’s Report – Requested Action: Accept the 3rd quarter and September 2023 financial
reports.
d. Donations – Requested Action: Accept the donations as presented.
e. Interim Use Permit Renewal, Heim-Kins – Approve Resolution 2023-057 adopting findings of fact
and approving an interim use permit for the purposes of having outdoor display and sale of
merchandise.
Public Hearing – Delinquent Assessments: Finance Director Lori Bartlett informed the Council there is
over $1200.00 in delinquent invoices. A 14 – day notice of pending assessment was sent to affected
property owners. Property owners will be given until November 15th to pay their delinquent invoice before
being sent to Stearns County for collection. Accounts paid before November 15th, 2023 will have the $50
assessment fee waived. A public hearing will be held for those wishing to speak on delinquent
assessments.
Schultz opened the Public Hearing at 6:02PM.
As no one wished to speak, Schultz closed the Public Hearing at 6:02PM
Loso made a motion to approve Resolution 2023-060 Adopting Assessment for Outstanding
Invoices; seconded by Kluesner and passed unanimously.
Conditional Use Permit – Summit Commons, LLC: Community Development Director Nate Keller shared
a CUP has been submitted by Summit Commons, LLC for outdoor storage. If approved, the CUP would
allow for outdoor storage of vehicles and recreational vehicles including boats, trailers, ATV’s, etc. The
approximate 8.16-acre site would consist of about 237 parking spaces. The subject property is located
north of the city property which serves as the street department facility, south of the Wobegon Trail and
west of the manufactured home park. The proposed site has a recorded access agreement with the city
to allow for direct access to the site. 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. Keller provided an overview of the site’s topography, proposed improvements, conditions of
approval including staff recommended conditions of approval.
Santiago Romero, Applicant: Santiago explained to the Council much thought was given when deciding
how to best use this property.
Council asked what type of vehicles will be stored on the property.
October 16th, 2023
Page 2 of 3
Santiago explained there will be registered vehicles such as boats, trailers, and ATV’s allowed to park on
the premises.
Council asked staff if there is a plan for hazardous material cleanup. Considering this site is close to
Watab Creek Council expressed concern if gas or oil runoff could pose a hazard.
City Engineer Randy Sabart explained according to the site plan the applicant plans to grade to a new
storm water pond on the south side of the site. The applicant is required to comply with the city’s
ordinance with respect to storm water management.
Kluesner expressed a few concerns regarding the proximity of the Wobegon Trail to the proposed site. He
feels being able to see the outdoor parking site from the trail takes away from the natural beauty of the
trail. Kluesner noted that even with the hooded lights, there will still be light pollution which will affect
residents and users of the trail. He also mentioned that the public notice mailed out to residents who may
be affected by this use was only a half dozen property owners or so and should have been made
available to the public.
Schultz echoed Kluesner’s concern of a commercial based parking lot so close to the trail.
Keller shared in the future it may be beneficial to post a notice at the subject site which would inform the
public of a land application rezone or CUP and provide a staff phone number for the public to call and ask
questions. Keller explained this is an effective way to notify the public in addition to the standard mailings
and newspaper postings. Keller also shared that there is about a 20’ difference in elevation from the trail
down to the proposed site. He is working with Stearns County who maintains the right of way on the trail
and the applicant to see if the county would allow the applicant to plant trees in the county’s right of way
on the trail. Plantings in that area would provide a more effective buffer than plantings the City would
require at the proposed site.
Schultz made a motion to table Resolution 2023-059 until applicant and staff can verify with
Stearns County the possibility of creating a barrier along the trail; seconded by Kluesner.
Aye: Loso, Kluesner, Schultz Motion Prevails 3:1
Nay: Scepaniak
Creation of Lead Records Technician Position: Police Chief Pfannenstein explained the police
department is asking the Council to create a Lead Records Technician position. Currently the PD
employs two admin staff. The Police Clerk position and the Records Specialist position. When PD was
looking to add additional admin staff, they worked with Flaherty & Hood to score and create the positions.
Chief Pfannenstein brought the need to create this position to the attention of Interim Administrator Jeff
O’Neill who ordered the last pay equity study. Most recently current City Administrator David Murphy was
brought up to speed on the PD’s request who proposed the creation of the position to David Drown &
Associates. Their study found that the current records specialist meets the requirements for a Lead
Records Technician position. Pfannenstein explained there is no intent to add a staff member to the
Police Department at this time.
Scepaniak made a motion to create the position of Leads Record Technician for the City of St.
Joseph; seconded by Schultz and passed unanimously.
Creation of Deputy Chief Position: Chief Pfannenstein explained while he does not see the need to fill a
Deputy Chief Position, he would like Council to consider allowing the addition of the Deput y Chief position
for when the need arises due to growth. David Drown & Associates reviewed and created the Deputy
Chief position as part of the package when they reviewed and created the Lead Records Technician
position.
Kluesner made a motion to create the position of Deputy Police Chief for the City of St. Joseph;
seconded by Scepaniak and passed unanimously.
October 16th, 2023
Page 3 of 3
2024 Street Improvement Projects: City Engineer Randy Sabart presented the 2024 Street Improvement
Projects. These projects include improvements from the City’s 2019 Pavement Maintenance Plan in
addition to trail reconstruction improvements in Klinefelter Park and the Liberty Pointe 2nd Addition. As
part of the 429 Special Assessment process, a resolution ordering the Feasibility Report is required.
Schultz made a motion to approve Resolution 2023-061 Ordering Preparation of Report on
Improvement and authorizing SEH to conduct the Feasibility Report for the 2024 Street
Improvements; seconded by Scepaniak and passed unanimously.
Department Reports: None.
Mayor and Council Reports and Miscellaneous Business: Schultz shared at a recent APO meeting the
2050 MTP plan was approved. He provided an overview of those potential projects. The CVB is planning
the Shop Small Crawl coming up in late November. Upcoming events include Trunk or Treat by the St.
Joseph Jaycees, and a SHRPA Service Contract which organizes and advertises daytrips to St. Joseph.
Schultz and staff will be following up with organizers of the CGMC summer conference for 2024 ensuring
planning for the event is on track.
Effective immediately; CVB meetings are being moved from the second Monday of the month at 12PM to
9AM on the second Monday of the month.
Adjourn: Kluesner made a motion to adjourn at 6:54PM; seconded by Scepaniak and passed
unanimously.
Kayla Klein
City Clerk
October 24, 2023
Page 1 of 2
Pursuant to due call and notice thereof, the City Council for the City of St. Joseph met in a workshop
setting on Tuesday, October 24, 2023, at 5:00PM in the St. Joseph Government Center.
Members Present: Mayor Rick Schultz; Councilmembers Kelly Beniek, Kevin Kluesner, Bob Loso
Absent: Councilmember Adam Scepaniak
City Representatives Present: Administrator David Murphy, Finance Director Lori Bartlett, Public Works
Director Ryan Wensmann, City Clerk Kayla Klein, Community Development Director Nate Keller, Police
Chief Dwight Pfannenstein, Recreation Director Rhonda Juell
Verkada Camera System Presentation: Representatives from Verkada and Computer Repair Unlimited
presented on the camera system that has been installed in and around multiple city facilities. The
cameras allow the ability to capture license plate data as well as track persons of interest if they appear
within view of the camera. The cameras are key for the Police Department in regards to investigations
and having the ability to have clear evidence for investigations. The Council discussed the idea of having
a mobile camera station to allow for surveillance during large events in the city.
Refuse Hauler Contract: The contract with Republic Services is up at the end of 2023. Historically, the city
has gone out for Request for Proposals (RFPs), to solicit the best bid for refuse services. Republic
Services has offered to extend the contract if the city chooses. Staff has worked closely with Republic
over the past couple of years to improve their services to residents and it has improved.
Kluesner asked how the city could go about asking residents living in the Rural Residential zoning district
if they would like to participate in the city refuse program. It was determined to that Rural Residential
residents would not be included and would continue having the ability to choose their refuse hauler.
Council discussed the options and directed staff to move forward with the RFP process, noting that the
Republic Services contract may need to be extended a couple months into 2024 in order to complete the
entire RFP process.
Stormwater & Street Light Utility Fees: City Administrator David Murphy provided an overview of the
current situation regarding the stormwater & street light fees for residents in the Rural Residential zoning
district. The annexation of residential and industrial property in 2019 resulted in some unforeseen
conditions. Staff has received complaints from other business owners that the annexed properties were
not similarly being charged the City-wide utility charges. Letters were subsequently sent to affected
property owners on October 6th informing them of the upcoming charges for stormwater and street lights.
Since then multiple complaints have come into staff and Council.
Mayor Schultz and Councilmember Loso believe all residents should pay for the utility fees as it is a
complete system that is being paid for. Schultz noted that street lights should be paid for equally across
the entire city but was unsure how the calculations work for storm water.
Councilmembers Kluesner and Beniek stated the fees are unfair and should not be charged to Rural
Residential property owners.
Multiple options were discussed including: leaving the ordinance as is an implementing the fee; amending
the ordinance to exempt rural residential properties in a defined area; and phasing the implementation of
collecting the fee. Staff was directed to come back with numbers and budget impacts if the fees were to
be phased in over a period of time. A moratorium will be placed on the charging of the fees until a
decision is reached.
2024 Budget: Finance Director Lori Bartlett presented an overview of where the budget is at. The
preliminary budget was approved in September and the final budget will be up for adoption on December
4th. Currently the debt levy is set to increase 16.6%. The tax impact for just the city portion on a home
valued at $250,000 would be an increase of $88 if market values stay the same. Taking into account
other taxing districts, which include Stearns County and the school district, the complete impact on a
home valued at $250,000 would be an increase of $13.00 if market values stay the same. Bartlett
October 24, 2023
Page 2 of 2
discussed the proposed staffing changes which include: adding 1 full-time position in the Public Works
Department, 1 part-time staff to the Recreation Department, as well as a couple of promotions in the
Police Department.
The Council discussed lowering the levy by spending down capital projects using Public Safety Aid and
ARPA dollars. Direction given was to have staff figure out projects the PSA & ARPA could be used for
and bring back to the council with what the budget impact would be. The Council’s main concern is
lowering the tax increases for property owners in the city.
Regarding dues and memberships, Councilmember Beniek suggested removing the Granite Table
membership from the budget and consensus was reached to remove the $3000 membership fee for
2024.
Development Agreement/Right Turn Lane: The Development Agreement is being finalized with KAB
Land, LLC for the wedding event venue on Jade Road. Staff was looking for direction on whether to
include the right turn lane as a requirement once Jade Road is improved from rural standards to full minor
arterial street city standards. Consensus was to include the turn lane requirement in the development
agreement.
Trail and Sidewalk Priorities for Grants: Community Development Director Keller presented the council
with options for trail priorities for the Transportation Alternatives (TA) grant. Options include the Option A,
sidewalk extension to East Park; and Option B, in-fill projects. The item was discussed at the Park Board
on October 23rd and they recommended moving forward with Option B. Keller will move forward with
submitting the letter of intent for Option B.
Sidewalk Plowing Routes: Public Works Director Ryan Wensmann presented the current plowing routes
for trails throughout the City. He receives numerous calls and complaints every year about why the city
plows certain trails and not others. Council questioned why the city plows the Graceview addition and it
was determined that the city would no longer be responsible for plowing those areas. Wensmann was
going to reach out to the HOA President to discuss the change.
Facility Reservation Fees: Staff wanted direction on how to move forward with facility reservation fees.
Consensus was to charge all individuals/groups to use the facilities. Currently the fees are $200 rental fee
and a $200 damage deposit fee.
Murphy added that the employees voted to move forward with switching the Gallagher to provide health
insurance services and wanted to let the council know.
Schultz adjourned the meeting at 7:30PM
Kayla Klein
City Clerk
STAFF MEMO
Prepared by:
Debbie Kulzer
Meeting Date:
11/6/23
☒ Consent Agenda Item
☐ Regular Agenda Item
Agenda Item #
4b
Reviewed by:
Finance Director
Item:
Bills Payables
ACTION REQUESTED
Approve the bills payables as presented.
BOARD/COMMISSION/COMMITTEE RECOMMENDATION
none
PREVIOUS COUNCIL ACTION
See below
REFERENCE AND BACKGROUND
The council approved staff to make the following payments through the payroll contracts, regular
monthly invoices with due dates prior to the next scheduled council meeting, or actions taken at
previous council meetings. The information here is to provide you all checks and electronic
payments made for verification of the disbursement completeness.
BUDGET IMPACT
Bills Payable – Checks Mailed Prior to Council Approval
Regular PP 21 & 22 $124,869.69
Payroll & Accounts Payable EFT #3167 - #3189 $154,277.91
Check Numbers #61108 - #61203 $262,404.56
__________________________________________________
Total $541,552.16
Bills Payable – Checks Awaiting Council Approval
Check Numbers #- #61204 - #61218 $279,836.82
Total $279,836.82
Total Budget/Fiscal Impact: $811,630.21 Various Funds
STAFF RECOMMENDED ACTION
Approve the bills payables as presented.
SUPPORTING DATA/ATTACHMENTS
Bill listing by EFT, paid prior to council approval and awaiting to be paid upon council approval.
GL Check Check Vendor Invoice Invoice Check
Period Issue Date Number Number Payee Number GL Account Amount
23-Oct 10/18/2023 ACH PAYROLL REG PP 21 VARIOUS 61,601.29$
23-Nov 11/1/2023 ACH PAYROLL REG PP 22 VARIOUS 63,268.40$
23-Oct 10/19/2023 3167 106468 AMERICAN FUNDS PR1013231 101-21705 150.00$
23-Oct 10/19/2023 3168 107770 CIRCLE K FLEET - HOLIDAY AUG & SEPT 23 STMT 602-49450-205 317.74$
23-Oct 10/19/2023 3169 106514 DELTA DENTAL CNS0001352609 101-21706 2,677.01$
23-Oct 10/19/2023 3170 1224 EFTPS PR1013231 101-21703 17,602.28$
23-Oct 10/19/2023 3171 106422 KWIK TRIP SEPT 23 STMT - PD 101-42152-230 2,666.62$
23-Oct 10/19/2023 3171 106422 KWIK TRIP SEPT 23 STMT - PW & FIRE 101-42152-205 1,366.07$
23-Oct 10/19/2023 3172 107068 MEDICA 6.92741E+11 101-21706 37,633.92$
23-Oct 10/19/2023 3173 73 MINNESOTA DEPART LABOR & IND 2023 - 3RD QTR SURCHARGE 101-42401-438 2,151.36$
23-Oct 10/19/2023 3174 897 MN DEPARTMENT OF REVENUE PR1013231 101-21702 3,833.23$
23-Oct 10/19/2023 3174 897 MN DEPARTMENT OF REVENUE SEPT 2023 SALES/USE TAX 603-00000-31320 9,432.00$
23-Oct 10/19/2023 3175 1349 NCPERS GROUP LIFE INSURANCE 7.35E+11 101-21711 57.00$
23-Oct 10/19/2023 3176 106563 PAYMENT SERVICE NETWORK OCTOBER 2023 FORTE FEES 101-45204-300 5.00$
23-Oct 10/19/2023 3176 106563 PAYMENT SERVICE NETWORK SEPTEMBER 2023 FEES 101-41530-300 198.95$
23-Oct 10/19/2023 3177 63 PERA PR1013231 101-21704 19,119.71$
23-Oct 10/19/2023 3178 105209 SENTRY BANK PR1013231 101-21715 2,188.58$
23-Oct 10/19/2023 3179 106543 THE HARTFORD 3.95921E+11 101-21711 206.15$
23-Oct 10/19/2023 3180 106189 VOYA FINANCIAL PR1013231 101-21705 2,550.00$
23-Oct 10/31/2023 3181 108258 MAGNIFI FINANCIAL CREDIT CARD Sept 2023 STMT - Fire 210-42220-211 119.90$
23-Oct 10/31/2023 3181 108258 MAGNIFI FINANCIAL CREDIT CARD Sept 2023 STMT - Kayla 101-41950-210 554.33$
23-Oct 10/31/2023 3181 108258 MAGNIFI FINANCIAL CREDIT CARD Sept 2023 STMT - Lori 101-41530-331 447.42$
23-Oct 10/31/2023 3181 108258 MAGNIFI FINANCIAL CREDIT CARD Sept 2023 STMT - Nate 651-49900-310 1,061.43$
23-Oct 10/31/2023 3181 108258 MAGNIFI FINANCIAL CREDIT CARD Sept 2023 STMT - PD 101-41430-331 1,095.20$
23-Oct 10/31/2023 3181 108258 MAGNIFI FINANCIAL CREDIT CARD Sept 2023 STMT - PW 601-49421-220 2,149.28$
23-Oct 10/31/2023 3182 108126 WEX 0001825551-IN 101-41430-300 3.75$
23-Nov 11/2/2023 3183 106468 AMERICAN FUNDS PR1027231 101-21705 150.00$
23-Nov 11/2/2023 3184 1224 EFTPS PR1027231 101-21703 18,093.70$
23-Nov 11/2/2023 3185 897 MN DEPARTMENT OF REVENUE PR1027231 101-21702 3,901.11$
23-Nov 11/2/2023 3186 63 PERA PR1027231 101-21704 19,160.05$
23-Nov 11/2/2023 3187 105209 SENTRY BANK PR1027231 101-21715 2,188.58$
23-Nov 11/2/2023 3188 106705 SPEEDWAY 92639140 602-49450-205 572.54$
23-Nov 11/2/2023 3189 106189 VOYA FINANCIAL PR1027231 101-21705 2,625.00$
23-Oct 10/12/2023 61108 106644 AIR MAX LLC 21363277 101-43201-220 1,694.46$
23-Oct 10/12/2023 61109 108212 Buersken, Jeff 3rd Qtr Stipend 2023 101-41120-103 70.00$
23-Oct 10/12/2023 61110 106890 BYE, JOSEPH 3rd Qtr Stipend 2023 250-46500-103 70.00$
23-Oct 10/12/2023 61111 107287 CARGILL, INC.2908650395 101-43125-210 3,053.08$
23-Oct 10/12/2023 61111 107287 CARGILL, INC.2908653989 101-43125-210 2,936.49$
23-Oct 10/12/2023 61111 107287 CARGILL, INC.2908660047 101-43125-210 5,943.89$
23-Oct 10/12/2023 61112 145 CENTRAL HYDRAULICS, INC 136309 101-43125-230 472.17$
23-Oct 10/12/2023 61113 106513 CENTRAL LANDSCAPE SUPPLY, INC.321884 101-45202-220 155.20$
23-Oct 10/12/2023 61114 104893 COLD SPRING CO-OP 5131900-11 601-49421-210 282.96$
23-Oct 10/12/2023 61114 104893 COLD SPRING CO-OP 5132022-11 101-45202-220 316.48$
23-Oct 10/12/2023 61115 273 EMERGENCY MEDICAL PRODUCTS,2586215 210-42270-210 167.44$
23-Oct 10/12/2023 61115 273 EMERGENCY MEDICAL PRODUCTS,2586216 210-42270-210 94.48$
23-Oct 10/12/2023 61116 529 GOODIN COMPANY 5365086-00 210-42220-585 840.00$
23-Oct 10/12/2023 61116 529 GOODIN COMPANY Unapplied Cash/Credit 601-49420-220 (49.75)$
23-Oct 10/12/2023 61117 95 GOPHER STATE ONE CALL 3090766 601-49440-319 132.30$
23-Oct 10/12/2023 61118 1211 HACH COMPANY 13749046 601-49420-210 371.80$
23-Oct 10/12/2023 61118 1211 HACH COMPANY 13750137 601-49420-220 478.00$
23-Oct 10/12/2023 61119 1546 HOSCH, LARRY 3rd Qtr Stipend 2023 250-46500-103 70.00$
23-Oct 10/12/2023 61120 103063 INSPECTRON INC 1080 101-42401-300 8,525.00$
23-Oct 10/12/2023 61121 108261 KOEPKE, TYLER SEPT 23 MEETING DINNER 101-21712 86.98$
23-Oct 10/12/2023 61122 107578 LYON, ABBY 3rd Qtr Stipend 2023 101-41120-103 70.00$
23-Oct 10/12/2023 61123 151 MACQUEEN EMERGENCY, INC P19852 210-42220-210 1,550.00$
23-Oct 10/12/2023 61123 151 MACQUEEN EMERGENCY, INC P20173 210-42220-585 2,583.77$
23-Oct 10/12/2023 61123 151 MACQUEEN EMERGENCY, INC P52840 101-43220-230 84.51$
23-Oct 10/12/2023 61124 105417 MIDCONTINENT COMMUNICATION 1.64557E+13 602-49480-321 2,677.30$
23-Oct 10/12/2023 61125 104881 MINNESOTA FIRE SERVICE BOARD 11841 210-42240-433 157.50$
23-Oct 10/12/2023 61126 1276 MN COUNTY ATTORNEYS ASSOC 200010955 101-42120-210 22.00$
23-Oct 10/12/2023 61127 102756 MN HIGHWAY SAFETY & RESEARCH337900-10355 101-42140-300 1,905.00$
23-Oct 10/12/2023 61128 1197 MN MUNICIPAL UTILITIES ASSOC 62373 601-49440-300 315.00$
23-Oct 10/12/2023 61129 107354 NORTH CENTRAL INTERNATIONAL R220006564:01 210-42260-230 1,440.16$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS 5771-310760 602-49450-230 22.21$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS 5771-310764 602-49450-230 11.97$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS 5771-310930 101-45202-230 103.41$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS 5771-311087 101-43201-210 1.69$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS 5771-311090 101-43125-230 205.00$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS 5771-311171 101-43125-230 49.02$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS 5771-311208 101-43125-230 73.03$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS 5771-311467 101-43125-230 (33.96)$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS 5771-311472 101-43125-230 6.01$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS EB33850842 101-43201-220 (9.01)$
23-Oct 10/12/2023 61130 106764 O REILLY AUTO PARTS UPCR242402 101-45202-230 (2.60)$
23-Oct 10/12/2023 61131 103475 POWERHOUSE OUTDOOR EQUIP 682090 101-45202-230 4.49$
23-Oct 10/12/2023 61132 105778 QUADIENT LEASING N10134262 101-41430-410 996.09$
23-Oct 10/12/2023 61133 106157 RENNECKE, ANDREW 3rd Qtr Stipend 2023 101-41120-103 70.00$
23-Oct 10/12/2023 61134 107582 SCHLEPER, KEITH 3rd Qtr Stipend 2023 101-41120-103 35.00$
23-Oct 10/12/2023 61135 105615 SHIFT TECHNOLOGIES, INC.61967 210-42210-310 182.00$
23-Oct 10/12/2023 61135 105615 SHIFT TECHNOLOGIES, INC.62034 101-41710-310 312.50$
23-Oct 10/12/2023 61135 105615 SHIFT TECHNOLOGIES, INC.62044 101-41710-310 241.50$
23-Oct 10/12/2023 61135 105615 SHIFT TECHNOLOGIES, INC.62094 101-41710-310 108.00$
23-Oct 10/12/2023 61136 103423 STEARNS COUNTY AUDITOR-TREAS 2023-00000005 101-42120-310 13,000.00$
23-Oct 10/12/2023 61137 571 STEARNS COUNTY RECORDER Doc 1659875 101-41910-431 46.00$
23-Oct 10/12/2023 61137 571 STEARNS COUNTY RECORDER Doc 1660568 101-41910-431 46.00$
23-Oct 10/12/2023 61138 11 STEARNS ELECTRIC ASSOCIATION Sept 23 STMT 602-49471-381 2,629.22$
23-Oct 10/12/2023 61139 107583 STENMAN, ELIJAH 3rd Qtr Stipend 2023 101-41120-103 105.00$
23-Oct 10/12/2023 61140 107340 THE BRIDGE-WORLD LANGUAGE CT 23935 101-42120-300 320.00$
23-Oct 10/12/2023 61141 110 TIREMAXX SERVICE CENTERS 422942 602-49450-230 66.00$
23-Oct 10/12/2023 61142 107839 TOTAL ENERGY SYSTEMS, LLC INV106827 602-49480-220 237.55$
23-Oct 10/12/2023 61142 107839 TOTAL ENERGY SYSTEMS, LLC INV107010 210-42280-300 400.00$
23-Oct 10/12/2023 61142 107839 TOTAL ENERGY SYSTEMS, LLC INV107018 602-49470-300 400.00$
23-Oct 10/12/2023 61142 107839 TOTAL ENERGY SYSTEMS, LLC INV107019 602-49480-300 500.00$
23-Oct 10/12/2023 61142 107839 TOTAL ENERGY SYSTEMS, LLC INV107024 601-49421-300 600.00$
23-Oct 10/12/2023 61142 107839 TOTAL ENERGY SYSTEMS, LLC INV107025 101-41942-300 500.00$
23-Oct 10/12/2023 61142 107839 TOTAL ENERGY SYSTEMS, LLC INV107047 601-49421-220 250.42$
23-Oct 10/12/2023 61143 307 TRAUT COMPANIES 363325 601-49420-312 280.00$
23-Oct 10/12/2023 61144 690 VERIZON WIRELESS 9945154178 210-42250-321 2,015.54$
23-Oct 10/12/2023 61145 101725 WICK, DALE 3rd Qtr Stipend 2023 250-46500-103 35.00$
23-Oct 10/12/2023 61146 100136 XCEL ENERGY 846994633 652-43160-386 14,385.45$
23-Oct 10/12/2023 61147 169 ZEP MANUFACTURING, INC 9009006277 601-49440-210 438.51$
23-Oct 10/13/2023 61148 108210 Hazen, Jonathan 2023 - 1st Qtr Stipend 101-41120-103 35.00$
23-Oct 10/19/2023 61149 106805 AXON ENTERPPRISE, INC.INUS193895 104-42120-580 69,288.00$
23-Oct 10/19/2023 61150 108263 BERG, MEGHAN Basketball 2023 Refund 101-45204-308 20.00$
23-Oct 10/19/2023 61151 106 CENTRAL MCGOWAN, INC 0000765214 - Fire 210-42270-210 39.69$
23-Oct 10/19/2023 61151 106 CENTRAL MCGOWAN, INC 0000765214 - PD 101-42120-210 39.70$
23-Oct 10/19/2023 61152 108079 CHAMBERLINE OIL CO.450457-00 602-49450-230 935.28$
23-Oct 10/19/2023 61153 1265 CINTAS CORPORATION NO. 2 Sept 23 STMT 101-41430-210 1,140.35$
23-Oct 10/19/2023 61154 102901 CORE & MAIN LP T681007 601-49440-220 1,514.10$
23-Oct 10/19/2023 61154 102901 CORE & MAIN LP T682128 602-49480-220 1,098.55$
23-Oct 10/19/2023 61155 112 DESIGN ELECTRIC, INC 20579 652-43160-220 4,752.00$
23-Oct 10/19/2023 61156 103578 DULLINGER, GINA 3rd Qtr Stipend 2023 101-41120-103 70.00$
23-Oct 10/19/2023 61157 108257 GRANITE CITY TIRE & AUTO 265885 101-42152-230 949.12$
23-Oct 10/19/2023 61158 108210 Hazen, Jonathan 3rd Qtr Stipend 2023 101-41120-103 35.00$
23-Oct 10/19/2023 61158 108210 Hazen, Jonathan 3rd Qtr Stipend 2023 Planning 101-41120-103 70.00$
23-Oct 10/19/2023 61159 103774 JOHNSON, MIKE 1/19/2023 210-42260-171 195.00$
23-Oct 10/19/2023 61160 107502 LEXISNEXIS 1694850-20230831 101-42120-300 109.27$
23-Oct 10/19/2023 61160 107502 LEXISNEXIS 1694850-20230930 101-42120-300 109.27$
23-Oct 10/19/2023 61161 103876 LOUWAGIE, KEITH 3rd Qtr Stipend 2023 101-41120-103 105.00$
23-Oct 10/19/2023 61162 108262 MARGL, ISABELLA 3rd Qtr Stipend 2023 101-41120-103 70.00$
23-Oct 10/19/2023 61163 107634 MICK, CARMIE 3rd Qtr Stipend 2023 101-41120-103 35.00$
23-Oct 10/19/2023 61163 107634 MICK, CARMIE 3rd Qtr Stipend 2023 Planning 101-41120-103 105.00$
23-Oct 10/19/2023 61164 146 MIDWAY IRON AND METAL, INC 562992 101-43125-230 8.96$
23-Oct 10/19/2023 61165 460 MINNESOTA COMPUTER SYSTEMS,376710 210-42210-410 85.00$
23-Oct 10/19/2023 61165 460 MINNESOTA COMPUTER SYSTEMS,378956 210-42210-410 85.00$
23-Oct 10/19/2023 61165 460 MINNESOTA COMPUTER SYSTEMS,381688 210-42210-410 85.00$
23-Oct 10/19/2023 61165 460 MINNESOTA COMPUTER SYSTEMS,382053 101-42120-410 60.00$
23-Oct 10/19/2023 61166 107285 NORTHLAND BUSINESS SOLUTIONSIN106806 101-42151-321 2,304.75$
23-Oct 10/19/2023 61167 102717 NORTHLAND SECURITIES, INC 7757 318-47100-621 50.00$
23-Oct 10/19/2023 61168 106764 O REILLY AUTO PARTS 5771-311621 101-42152-230 136.86$
23-Oct 10/19/2023 61168 106764 O REILLY AUTO PARTS 5771-311928 101-42152-230 410.34$
23-Oct 10/19/2023 61168 106764 O REILLY AUTO PARTS 5771-312537 602-49450-230 8.48$
23-Oct 10/19/2023 61168 106764 O REILLY AUTO PARTS 5771-312637 101-42152-230 (40.21)$
23-Oct 10/19/2023 61169 106607 ORCUTT, JOE Oct 2023 Dinner -1 101-21712 37.54$
23-Oct 10/19/2023 61169 106607 ORCUTT, JOE Oct 2023 Dinner -2 101-21712 70.00$
23-Oct 10/19/2023 61170 107286 SCHMITZ, MATH Fall 2023 101-43120-300 687.00$
23-Oct 10/19/2023 61171 105286 SCR C009510 101-41942-300 786.53$
23-Oct 10/19/2023 61172 103423 STEARNS COUNTY AUDITOR-TREAS 2023-00000033 101-41410-410 5,950.00$
23-Oct 10/19/2023 61173 104980 TACTICAL ADVANTAGE 2023-0082 101-42120-171 719.99$
23-Oct 10/19/2023 61174 108209 Thompson, Mark 3rd Qtr Stipend 2023 101-41120-103 105.00$
23-Oct 10/19/2023 61175 169 ZEP MANUFACTURING, INC 9009040480 101-43201-210 406.49$
23-Oct 10/26/2023 61176 38 AUTO VALUE PARTS STORES - WEST 8013987 101-43125-230 33.99$
23-Oct 10/26/2023 61176 38 AUTO VALUE PARTS STORES - WEST 8014643 101-43125-230 81.23$
23-Oct 10/26/2023 61177 107230 BLUE ROSE CAPITAL ADVISORS 3265 318-47100-621 1,600.00$
23-Oct 10/26/2023 61178 107769 BUREAU OF CRIMINAL APPR 761787 101-42120-433 600.00$
23-Oct 10/26/2023 61179 106031 CCP INDUSTRIES, INC.IN03381651 602-49450-210 196.29$
23-Oct 10/26/2023 61180 108079 CHAMBERLINE OIL CO.451833-00 101-43125-230 287.48$
23-Oct 10/26/2023 61181 102063 CITY OF SARTELL 142 101-42120-300 3,476.06$
23-Oct 10/26/2023 61182 160 CITY OF ST. CLOUD AR029453 101-42120-307 95.86$
23-Oct 10/26/2023 61183 107518 FIRE CATT, LLC 12876 210-42220-300 2,341.18$
23-Oct 10/26/2023 61184 592 GALLS, INC 25702129 101-42120-171 66.40$
23-Oct 10/26/2023 61185 36 HAWKINS, INC 6606744 601-49420-210 857.44$
23-Oct 10/26/2023 61186 105921 MARCO, INC 513523605 101-41430-410 453.47$
23-Oct 10/26/2023 61187 146 MIDWAY IRON AND METAL, INC 563610 101-43120-230 144.71$
23-Oct 10/26/2023 61188 103781 MIDWEST TESTING, LLC 5954 601-49430-300 6,552.00$
23-Oct 10/26/2023 61189 1616 MVTL LABORATORIES, INC 1222186 602-49480-312 512.60$
23-Oct 10/26/2023 61190 103040 NORTHLAND TRUST SERVICES INC 10/17/23 - 12/15/24 318-47100-621 750.00$
23-Oct 10/26/2023 61191 102301 OFFICE DEPOT Oct 23 STMT 101-41530-200 258.74$
23-Oct 10/26/2023 61192 103475 POWERHOUSE OUTDOOR EQUIP 684530 101-43120-230 43.67$
23-Oct 10/26/2023 61193 107580 QUADIENT POSTAGE FUNDING 10/12/2023 101-41430-201 507.57$
23-Oct 10/26/2023 61194 6 ST. CLOUD TIMES 5920909 101-41910-340 275.81$
23-Oct 10/26/2023 61195 551 ST. JOSEPH FIRE RELIEF ASSN Sep-23 210-42220-447 68,205.82$
23-Oct 10/26/2023 61196 107570 STELLAR ASSOCIATES, INC 11999 220-46500-340 300.00$
23-Oct 10/26/2023 61197 103545 SUMMIT FIRE PROTECTION 150035589 101-43201-300 78.00$
23-Oct 10/26/2023 61197 103545 SUMMIT FIRE PROTECTION 150035646 210-42280-300 181.50$
23-Oct 10/26/2023 61197 103545 SUMMIT FIRE PROTECTION 150035648 101-43201-300 36.00$
23-Oct 10/26/2023 61197 103545 SUMMIT FIRE PROTECTION 150035760 210-42280-300 250.00$
23-Oct 10/26/2023 61197 103545 SUMMIT FIRE PROTECTION 151135647 101-43201-300 1,357.00$
23-Oct 10/26/2023 61198 107340 THE BRIDGE-WORLD LANGUAGE CT 20959 101-42120-300 112.00$
23-Oct 10/26/2023 61198 107340 THE BRIDGE-WORLD LANGUAGE CT 24864 101-42120-300 128.00$
23-Oct 10/26/2023 61199 307 TRAUT COMPANIES 364256 601-49420-312 280.00$
23-Oct 10/26/2023 61200 2022 UNUM LIFE INSURANCE Nov 23, LTD & STD 101-21713 2,099.36$
23-Oct 10/26/2023 61201 107953 WEISMAN CLEANING INC 6673 210-42280-300 2,335.00$
23-Oct 10/26/2023 61202 108127 WHEELCO CM59387 101-43125-230 (55.00)$
23-Oct 10/26/2023 61202 108127 WHEELCO INV420590 101-43125-230 42.62$
23-Oct 10/26/2023 61202 108127 WHEELCO INV422841 101-43125-230 28.44$
23-Oct 10/26/2023 61203 108233 WHITE CAP 50023995219 101-43201-220 72.00$
23-Nov 11/2/2023 61204 108264 1ST AYD CORPORATION PSI652628 101-43201-210 261.35$
23-Nov 11/2/2023 61205 1238 AFSCME COUNCIL 65 9 101-21707 793.00$
23-Nov 11/2/2023 61206 805 ASTECH CORPORATION 23-418 101-43120-210 16,000.00$
23-Nov 11/2/2023 61207 106494 BRUNO PRESS 9 220-46500-300 750.00$
23-Nov 11/2/2023 61208 106250 COMPUTER REPAIR UNLIMITED 102423-0002 104-42120-580 21,300.08$
23-Nov 11/2/2023 61209 106751 CUTTERS LAWN SERVICE 24-Oct-23 210-42280-300 1,330.00$
23-Nov 11/2/2023 61210 107296 FIRSTNET 287295839604X10032023 101-42151-321 67.98$
23-Nov 11/2/2023 61211 108265 KENNEDY & GRAVEN, CHARTERED Statement No. 177407 101-41910-304 570.00$
23-Nov 11/2/2023 61212 108266 KNOW FACTORY #121 101-45204-308 125.00$
23-Nov 11/2/2023 61213 108251 LARSON EXCAVATING CONTRACTO Payment #3- 2023 Street Improv 417-43120-530 204,177.10$
23-Nov 11/2/2023 61214 1145 LAW ENFORCEMENT LABOR SERVIC 9 101-21707 742.50$
23-Nov 11/2/2023 61215 107249 MINNESOTA PAVING & MATERIALS 1798111 101-43120-210 127.40$
23-Nov 11/2/2023 61216 106764 O REILLY AUTO PARTS 5771-313051 101-43125-230 155.17$
23-Nov 11/2/2023 61216 106764 O REILLY AUTO PARTS 5771-313211 602-49450-230 9.99$
23-Nov 11/2/2023 61217 134 SECURITY LOCK TECHNOLOGIES 20985960 101-41942-300 12.00$
23-Nov 11/2/2023 61218 48 SEH, INC 454704 411-43120-530 939.00$
23-Nov 11/2/2023 61218 48 SEH, INC 454727 417-43120-530 4,990.00$
23-Nov 11/2/2023 61218 48 SEH, INC 454753 101-43131-303 5,288.24$
23-Nov 11/2/2023 61218 48 SEH, INC 454872 417-43120-530 22,198.01$
Payroll
$124,869.69
Accounts Payable & Payroll EFT
$154,277.91
Check #'s
$262,404.56
Council Approval Checks
$279,836.82
STAFF MEMO
Prepared by:
City Clerk
Meeting Date:
11-6-23
☒ Consent Agenda Item
☐ Regular Agenda Item
Agenda Item #
4c
Reviewed by:
Admin.
Item:
2024 License Renewals for Amusement Devices, Tobacco, and
3.2 Malt Liquor
ACTION REQUESTED
Motion to approve the consent agenda will automatically approve this item. If pulled, then the
following motion is requested.
Motion to approve the 2024 license renewals for amusement devices, tobacco, and 3.2 Malt
Liquor as presented.
BOARD/COMMISSION/COMMITTEE RECOMMENDATION N/A
PREVIOUS COUNCIL ACTION N/A
REFERENCE AND BACKGROUND Annually, the City Council approves the tobacco, amusement
device, and off/on sale malt liquor licenses. Below are the renewals for 2024. The licenses run the
calendar year, January 1 – December 31st. All required paperwork and fees have been paid.
Licensee Name Tobacco On-
Sale 3.2
Off-Sale
3.2
Amusement
Device
American Legion Post 328
Circle K. Holiday Station
Coborn’s Inc. Coborn’s
Kwik Trip, Inc. Store #575
Kwik Trip, Inc Store #147
La Playette, Inc.
Local Blend
Neighbors on Route 75
The Middy
St. Joseph Off-sale Liquor
Sal’s Bar & Grill
Speedway #4385
Super Spirits #5020
Dollar General
STAFF RECOMMENDED ACTION Approve the 2024 license renewals for amusement devices,
tobacco, and 3.2 Malt Liquor as presented.
SUPPORTING DATA/ATTACHMENTS None
STAFF MEMO
Prepared by:
City Engineer
☒Consent Agenda Item
☐Regular Agenda Item
Agenda Item #
4d
Reviewed by: Item:
Payment Application No 3, 2023 Street Improvements
ACTION REQUESTED
Motion to approve the consent agenda will automatically approve this item. If pulled, then
the following motion is requested.
Motion to approve application for payment no. 3, for the 2023 Street Improvement
Project to Larson Excavating Contractors, Inc. in the amount of $204,177.10.
BOARD/COMMISSION/COMMITTEE RECOMMENDATION N/A
PREVIOUS CITY COUNCIL ACTION: Council awarded the project to Larson Excavating
Contractors, Inc.
REFERENCE AND BACKGROUND
STAFF RECOMMENDED ACTION
Approve the consent agenda will automatically approve this item. If pulled, then the following
motion is requested.
Motion to approve application for payment no. 3, for the 2023 Street Improvement Project to
Larson Excavating Contractors, Inc. in the amount of $204,177.10.
SUPPORTING DATA/ATTACHMENTS
Application for Payment No. 3
Meeting Date:
10/2/23
Admin
10/31/2023
Short Elliott Hendrickson Inc.
2351 Connecticut Avenue, Suite 300
Sartell, MN 56377
Page 2 of 5
Payment Summary
No. Up To Date Work Certified
Per Request
Amount Retained
Per Request
Amount Paid
Per Request
1 2023-08-18 $53,488.45 $2,674.42 $50,814.03
2 2023-09-19 $539,112.49 $26,955.63 $512,156.86
3 2023-10-20 $214,923.26 $10,746.16 $204,177.10
Funding
Category Name
Funding
Category
Number
Work Certified
to Date
Less Amount
Retained
Less Previous
Payments
Amount Paid
this Request
Total Amount
Paid to Date
St. Joseph 1 $807,524.20 $40,376.21 $562,970.89 $204,177.10 $767,147.99
Accounting
Number
Funding Source Amount Paid this
Request
Revised Contract
Amount
Funds
Encumbered to
Date
Paid Contractor to
Date
City of St. Joseph Local $204,177.10 $892,290.56 $892,290.56 $767,147.99
Contract Item Status
Base/Alt Line Item Description Units Unit Price
Contract
Quantity
Quantity
This
Request
Amount This
Request
Quantity
To Date
Amount To
Date
Base Bid 1 1 MOBILIZATION LUMP
SUM
$15,307.91 1 0 $0.00 0.95 $14,542.51
Base Bid 2 2 TRAFFIC CONTROL LUMP
SUM
$4,896.00 1 0 $0.00 0.95 $4,651.20
Base Bid 3 3 REMOVE SIGN ASSEMBLY EACH $22.00 28 0 $0.00 0 $0.00
Base Bid 4 4 REMOVE CONCRETE
CURB & GUTTER
LIN FT $10.00 1568 0 $0.00 1302 $13,020.00
Base Bid 5 5 REMOVE CONCRETE
WALK
SQ YD $25.00 51 0 $0.00 65 $1,625.00
Base Bid 6 6 REMOVE CONCRETE
DRIVEWAY PAVEMENT
SQ YD $25.00 166 0 $0.00 82 $2,050.00
Base Bid 7 7 SAWING BITUMINOUS
PAVEMENT (FULL DEPTH)
LIN FT $3.00 1089 0 $0.00 1036 $3,108.00
Base Bid 8 8 STABILIZED
CONSTRUCTION EXIT
EACH $500.00 11 0 $0.00 1 $500.00
Base Bid 9 9 REMOVE PIPE SEWER
(STORM)
LIN FT $5.00 527 0 $0.00 526 $2,630.00
Base Bid 10 10 REMOVE DRAINAGE
STRUCTURE
EACH $100.00 8 1 $100.00 8 $800.00
Base Bid 11 11 COMMON EXCAVATION (P) CU YD $15.00 850 356 $5,340.00 850 $12,750.00
Base Bid 12 12 MILL BITUMINOUS
SURFACE
SQ YD $2.14 3726 0 $0.00 3726 $7,973.64
Base Bid 13 13 SELECT GRANULAR
EMBANKMENT-SUPER
SAND (CV)
CU YD $25.00 1043 0 $0.00 1189.02 $29,725.50
Base Bid 14 14 SELECT GRANULAR
BORROW (CV)
CU YD $15.00 477 165.89 $2,488.35 343.89 $5,158.35
Base Bid 15 15 SUBGRADE PREPARATION ROAD
STA
$500.00 41 14 $7,000.00 41 $20,500.00
Short Elliott Hendrickson Inc.
2351 Connecticut Avenue, Suite 300
Sartell, MN 56377
Page 3 of 5
Contract Item Status
Base/Alt Line Item Description Units Unit Price
Contract
Quantity
Quantity
This
Request
Amount This
Request
Quantity
To Date
Amount To
Date
Base Bid 16 16 WATER MGAL $2.00 1202 0 $0.00 0 $0.00
Base Bid 17 17 REMOVE BITUMINOUS
PAVEMENT
SQ YD $3.06 12092 782 $2,392.92 12031 $36,814.86
Base Bid 18 18 BITUMINOUS STREET
PATCH
SQ YD $49.78 122 79 $3,932.62 216 $10,752.48
Base Bid 19 19 TYPE SP 9.5 WEARING
COURSE MIXTURE
(SPWEA340C)
TON $96.44 488 267.01 $25,750.44 267.01 $25,750.44
Base Bid 20 20 TYPE SP 12.5 WEARING
COURSE MIXTURE
(SPWEB330C)
TON $96.03 588 230 $22,086.90 565.12 $54,268.47
Base Bid 21 21 TYPE SP 9.5 WEARING
COURSE MIXTURE
(SPWEA230C)
TON $91.90 1457 713.08 $65,532.05 1390.08 $127,748.35
Base Bid 22 22 TYPE SP 12.5 WEARING
COURSE MIXTURE
(SPWEB230C)
TON $93.59 823 172.55 $16,148.95 857.26 $80,230.96
Base Bid 23 23 BITUMINOUS MATERIAL
FOR TACK COAT
GAL $2.04 1384 975 $1,989.00 1556 $3,174.24
Base Bid 24 24 AGGREGATE BASE CLASS
5 (CV)
CU YD $35.00 480 0 $0.00 402 $14,070.00
Base Bid 25 25 GEOTEXTILE FABRIC TYPE
V
SQ YD $2.57 740 0 $0.00 0 $0.00
Base Bid 26 26 GEOGRID SQ YD $11.60 320 0 $0.00 324 $3,758.40
Base Bid 27 27 CONNECT TO EXISTING
SANITARY SEWER
EACH $2,571.51 1 0 $0.00 1 $2,571.51
Base Bid 28 28 CONNECT TO EXISTING
STORM SEWER
EACH $1,500.00 4 0 $0.00 4 $6,000.00
Base Bid 29 29 CLEAN AND VIDEO TAPE
PIPE SEWER
LIN FT $3.30 378 0 $0.00 0 $0.00
Base Bid 30 30 CLEAN STORM SEWER
PIPE
LIN FT $2.75 450 0 $0.00 0 $0.00
Base Bid 31 31 2" COPPER WATER
SERVICE PIPE
LIN FT $261.20 27 0 $0.00 27 $7,052.40
Base Bid 32 32 2" CURB STOP AND BOX EACH $1,786.68 1 0 $0.00 1 $1,786.68
Base Bid 33 33 8" PVC PIPE SEWER LIN FT $88.24 378 193 $17,030.32 378 $33,354.72
Base Bid 34 34 CONSTRUCT DRAINAGE
STRUCTURE DES 4007
EACH $5,672.79 1 1 $5,672.79 1 $5,672.79
Base Bid 35 35 8X6 PVC WYE EACH $809.74 6 10 $8,097.40 10 $8,097.40
Base Bid 36 36 6" PVC PIPE SEWER LIN FT $63.66 72 93 $5,920.38 93 $5,920.38
Short Elliott Hendrickson Inc.
2351 Connecticut Avenue, Suite 300
Sartell, MN 56377
Page 4 of 5
Contract Item Status
Base/Alt Line Item Description Units Unit Price
Contract
Quantity
Quantity
This
Request
Amount This
Request
Quantity
To Date
Amount To
Date
Base Bid 37 37 12" RC PIPE SEWER LIN FT $81.29 196 0 $0.00 195 $15,851.55
Base Bid 38 38 15" RC PIPE SEWER LIN FT $87.63 238 0 $0.00 238 $20,855.94
Base Bid 39 39 27" RC PIPE SEWER LIN FT $132.28 75 0 $0.00 81 $10,714.68
Base Bid 40 40 30" RC PIPE SEWER LIN FT $145.45 41 0 $0.00 41 $5,963.45
Base Bid 41 41 DRAINAGE STRUCTURE
DES H
EACH $2,057.74 4 0 $0.00 4 $8,230.96
Base Bid 42 42 DRAINAGE STRUCTURE
DES 48-4020
EACH $4,649.72 6 0 $0.00 3 $13,949.16
Base Bid 43 43 DRAINAGE STRUCTURE
DES 60-4020
EACH $7,321.19 1 0 $0.00 3 $21,963.57
Base Bid 44 44 CASTING ASSEMBLY EACH $1,380.16 12 0 $0.00 11 $15,181.76
Base Bid 45 45 4" PERF PIPE DRAIN LIN FT $8.61 486 0 $0.00 527 $4,537.47
Base Bid 46 46 6" PERF PVC PIPE DRAIN LIN FT $20.58 736 0 $0.00 758 $15,599.64
Base Bid 47 47 6" PVC CLEANOUT EACH $543.56 7 0 $0.00 6 $3,261.36
Base Bid 48 48 4" THICK INSULATION SQ YD $61.02 40 5.74 $350.25 9.34 $569.93
Base Bid 49 49 4" CONCRETE WALK W/
SAND BEDDING
SQ FT $26.50 153 0 $0.00 198 $5,247.00
Base Bid 50 50 6" CONCRETE WALK SQ FT $26.50 306 155 $4,107.50 419 $11,103.50
Base Bid 51 51 CONCRETE DRIVEWAY
PAVEMENT
SQ YD $97.90 166 31 $3,034.90 110 $10,769.00
Base Bid 52 52 TRUNCATED DOMES SQ FT $78.52 42 0 $0.00 48 $3,768.96
Base Bid 53 53 CONCRETE CURB &
GUTTER, DESIGN B618
LIN FT $42.84 1568 82 $3,512.88 1421 $60,875.64
Base Bid 54 54 SAW AND SEAL
CONCRETE CURB AND
GUTTER CRACK
EACH $48.96 69 0 $0.00 0 $0.00
Base Bid 55 55 CHIMNEY SEAL EACH $320.04 23 4 $1,280.16 23 $7,360.92
Base Bid 56 56 F&I PAVING RING
(MANHOLE)
EACH $375.05 15 0 $0.00 12 $4,500.60
Base Bid 57 57 ADJUST FRAME & RING
CASTING
EACH $432.52 24 17 $7,352.84 33 $14,273.16
Base Bid 58 58 ADJUST GATE VALVE BOX EACH $232.52 13 5 $1,162.60 5 $1,162.60
Base Bid 59 59 F&I PAVING RING (GATE
VALVE)
EACH $155.01 9 0 $0.00 7 $1,085.07
Short Elliott Hendrickson Inc.
2351 Connecticut Avenue, Suite 300
Sartell, MN 56377
Page 5 of 5
Contract Item Status
Base/Alt Line Item Description Units Unit Price
Contract
Quantity
Quantity
This
Request
Amount This
Request
Quantity
To Date
Amount To
Date
Base Bid 60 60 PAVEMENT MESSAGE-
'STOP'
EACH $357.57 5 0 $0.00 0 $0.00
Base Bid 61 61 24" SOLID LINE MULTI
COMP GR IN
LIN FT $20.24 104 0 $0.00 0 $0.00
Base Bid 62 62 PAVT MSSG-CROSSWALK
MULTI COMP GR IN
SQ YD $99.02 44 0 $0.00 0 $0.00
Base Bid 63 63 F&I SIGN PANELS TYPE C SQ FT $71.51 100.9 0 $0.00 0 $0.00
Base Bid 64 64 F&I STREET NAME SIGN
ASSEMBLY
EACH $440.08 11 0 $0.00 0 $0.00
Base Bid 65 65 STREET SWEEPING TYPE
WET PICKUP
HOUR $100.00 23 0 $0.00 0 $0.00
Base Bid 66 66 STORM DRAIN INLET
PROTECTION
EACH $100.00 36 0 $0.00 0 $0.00
Base Bid 67 67 COMMON TOPSOIL
BORROW (LV)
CU YD $10.00 690 464 $4,640.00 464 $4,640.00
Base Bid 68 68 SEEDING ACRE $5,100.00 0.51 0 $0.00 0 $0.00
Base Bid 69 69 SEED MIXTURE 25-151 POUND $3.57 191 0 $0.00 0 $0.00
Base Bid 70 70 HYDRAULIC MATRIX TYPE
BFM
POUND $3.06 1623 0 $0.00 0 $0.00
Base Bid 71 71 FERTILIZER TYPE 22-5-10 POUND $3.06 167 0 $0.00 0 $0.00
Total: $214,923.25 $807,524.20
STAFF MEMO
Prepared by:
Community Development
Meeting Date:
11-6-23 ☐ Consent Agenda Item
☒ Regular Agenda Item
Agenda Item #
5
Reviewed by:
City Administrator
Item:
Conditional Use Permit Outside Storage– Summit Commons,
LLC
ACTION REQUESTED
Approval of resolution 2023-059
BOARD/COMMISSION/COMMITTEE RECOMMENDATION
Planning Commission October 9th - held a public hearing (no one spoke) and voted unanimously to approve
the C.U.P. with conditions
PREVIOUS COUNCIL ACTION
Oct. 16th Council – Council voted to table action on the C.U.P. The direction from Council was to have staff
work with applicant to explore if any additional screening could be added closer to the Wobegon trail.
REFERENCE AND BACKGROUND
Since the October 16th Council staff has met with Stearns County Park Dept and the State of Minnesota
along with the applicant. Purposes was to determine if anything could be constructed within the right-of-way
area to allow for more effective screening along the trail.
At the first discussion the State said nothing could be planted or constructed except for shrubs. However,
after further investigation by the State they indicated trees would be allowable through a permit process and
provided the trees are planted as close to the edge of the trail right-of way as possible. Therefore, the
applicant has revised the landscape plan to show an alternate planting location outside of their property but
closer to the trail. Provided the permit is approved the applicant will pursue planting of the trees along the
boundary of the trail versus along the edge of their property. Nothing has changed from original resolution
except updating of the exhibit and landscape plan.
PREVIOUS STAFF REPORT INCLUDED IN OCTOBER 16TH PACKET
Conditional Use Permit – Summit Commons, LLC - - - Outdoor Storage
Summit Commons, LLC (applicant and owner) has submitted a Conditional Use permit for Outdoor Storage on
subject property shown below
Conditional Use Permit Request
Applicant Information: Summit Commons, LLC
Existing Zoning: B-3 General Business District.
Future Land Use: Low Density Residential and Corridor Commercial (B-2 Highway
Commercial)
Location: South of Wobegon Trail, North of City’s Street Dept Facility and Highway
75
Access: The site is provided access through the city’s Street Dept facility via a
recorded access agreement. The recorded agreement is included in
resolution.
WCA/Wetlands: Wetlands exist to the South and West of the site but are not located within
the parcel boundaries.
Lot Size: 8.26 acres
Overview and background
Applicant Summit Commons, LLC is proposing to construct outdoor storage for vehicles and recreational
items (boats, trailers, atv’s, etc.) on the Subject property located North of Highway 75 and South of
Wobegon trail. Approximately 237 parking spaces is being proposed within the site.
City Code 502.12 Subd 12 Section B states
Commercial/Industrial Uses “outside storage of equipment, materials, and inventory as a principle or
accessory use for commercial and industrial uses shall require a conditional use permit subject to the
provisions of this Ordinance”
The B-3 district does not list the specific use as a Conditional Use however the code referenced above does
allow for outdoor storage as a principle use within Commercial or Industrial districts.
Significant vegetation exists throughout the perimeters of the site (mostly deciduous) and property will be
fenced by 8-foot chain link. The fence will be slotted on visible portions bordering residential areas (SE,
East, NE sides). The Wobegon trail is located directly to the North and view of the site is visible from
portions of the trail. If viewing the site from the Wobegon trail full screening is not possible given the
topography of the subject site being 20 plus feet lower than the grade of the trail. Deciduous trees will be
planted in the NE area of the site to help aid in screening. This area of the site is most visible from the trail.
On-site pictures are included as an attachment to this memo.
The use will strictly be contained to vehicle and recreational item storage. Surfacing of storage area will be
recycled asphalt which constitutes as a “hard surface”. Response from applicant on the surfacing is shown
below:
A lockable gate will be installed at the entrance to control and prevent unwanted access into the site. Access
into the site is proposed to be from 6AM-9PM seven days a week.
Utilities are not readily available to service the site which severely restricts the typical possibility/feasibility
of standard commercial B-3 uses. Applicant is not proposing to extend any utilities because utilities are not
needed for the proposed use.
Access to the site for typical B-3 commercial uses is challenging given the lack of a full public street
connecting to the site. The owner does have a recorded access agreement between the city to allow for direct
access into the parcel. Agreement is shown as Exhibit B to the Finding of Fact resolution. The proposed use
will have limited (often singular) vehicle traffic coming and going from site therefore staff does not see
negative conflicts which would disrupt the city’s use of its property which borders the site to the South.
Conditions of Approval
The Council may place reasoanble conditions as described in 502.07 Subd 1 Section F. These can include:
location of access points, fencing, screening, berming, sign restrictions, designating sites for open space,
height/size and number of buildings, operating hours and noise levels, or other conditions related to
protecting the public interest.
Staff and Planning Commission recommended conditions are outlined in the resolution and relate to:
• Fencing around perimeter of site with slotted panels on areas bordering adjacent residential
• Screening in the form of coniferous trees in NE corner of site
• Lighting restrictions
• Requiring land disturbance permit prior to work beginning
• Stormwater control standards being met
• Not allowing any storage of junked, unlicensed, or inoperable vehicles, trailers within storage area
• Clearly delineating parking stalls, and drive aisles and not allowing any vehicles to be stored outside
of designated stall areas nor can vehicles block aisles. Delineation of spots shall be maintained year-
round and sizes shall meet parking standards.
• Hours of operation (6AM-9PM)
• Access into the site through controlled through a secured locked gate. Requiring a DAMA box to
allow emergency vehicles access into and from the site
• Dedication of an easement through the site to allow for future utilities (to service future
development to the site and sites to the North)
The Council may add, subtract, or place other reasonable conditions on the Finding of Fact resolution.
BUDGET IMPACT None
STAFF RECOMMENDED ACTION Approval of resolution 2023-059
SUPPORTING DATA/ATTACHMENTS
1. C.U.P. application and supporting materials
2. Civil Plans
3. On-site pictures
4. Finding of Fact Resolution 2023-059
REQUESTED COUNCIL ACTION:
1. Approval on Finding of Fact Resolution 2023-059
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APPROXIMATE WETLAND LIMITS
PER STEARNS COUNTY GIS MAP
B-1
WD: 5'-6"
B-2
WD: 5'-2"
B-3
WD: 5'-3"
B-4
WD: 5'-5"
B-22
WD: 5'-0"
B-21
WD: 2'-6"
B-5
WD: 3'-9"
B-6
WD: 3'-10"
B-7
WD: 3'-6"
B-8
WD: 3'-8"
B-9
WD: 5'-0"
B-10
WD: 4'-0"
B-16
WD: 4'-0"
B-11
WD: 3'-0"
B-17
WD: 5'-0"
B-12
WD: 3'-0"
B-14
WD: 4'-0"
B-15
WD: 4'-0"
B-13
WD: 4'-0"
B-18
WD: 4'-6"
B-19
WD: 5'-0"
B-20
WD: 5'-0"
APPROX. 100-YR FLOODPLAIN
PER STEARNS COUNTY GIS &
FEMA FIRM MAP
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Issue Date:
12236025.000
NJN
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Date: Lic. No.:
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
Professional Engineer under the laws
of the state of Minnesota.
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Sheet:
Bryan D. Miller, P.E.
54950xx.xx.23
REMOVE AND DISPOSE OF
GRAVEL SECTION
REMOVE AND DISPOSE OF
CONCRETE PAVEMENT SECTION
APPROXIMATE BORING LOCATION
(WD: MEASURED WATER TABLE DEPTH)
SYMBOL LEGEND
DEMOLITION PLAN
C100
DEMOLITION NOTES
1.Verify all existing utility locations.
2.It is the responsibility of the Contractor to perform or coordinate all necessary
utility demolitions and relocations from existing utility locations to all onsite
amenities and buildings. These connections include, but are not limited to, water,
sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc.
3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) to locate
utilities throughout the area under construction. The Contractor shall retain the
services of a private utility locator to locate the private utilities.
4.Sawcut along edges of pavements, sidewalks, and curbs to remain.
5.All construction shall be performed in accordance with state and local standard
specifications for construction.
REMOVE AND DISPOSE OF GRAVEL SECTION.
REMOVE AND DISPOSE OF CONCRETE PAVEMENT SECTION.
EXISTING OVERHEAD ELECTRIC AND POLES TO BE REMOVED. COORDINATE WITH THE
LOCAL UTILITY PROVIDER FOR REMOVAL AND/OR RELOCATION OF ELECTRICAL SERVICES.
KEY NOTES
1
PROPERTY LINE
GENERAL
SETBACK LINE
2
B-xx
WD: xxx
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PER STEARNS COUNTY GIS MAP
APPROX. 100-YR FLOODPLAIN
PER STEARNS COUNTY GIS &
FEMA FIRM MAP
2
40
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32
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40
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32
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80
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32
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40
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32
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26
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32'
32'
40
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12'
TYP
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40'
32'40'
2
2
1
1
1
1
1
1
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3
7 4
4
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4
4
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6
66
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6
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66
6
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32'
35'
20
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35'
10'
20
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35'
12'24'
35'
ALTERNATE SCREENING
LOCATION, SEE
KEYNOTE #5TYP 16
STORMWATER BASIN
DescriptionRev.Date
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Issue Date:
12236025.000
NJN
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Date: Lic. No.:
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
Professional Engineer under the laws
of the state of Minnesota.
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Bryan D. Miller, P.E.
54950xx.xx.23
SITE PLAN
C200
1 NEW COMPACTED BITUMINOUS RECLAIM, DETAIL 1/C500
NEW SURMOUNTABLE CURB AND GUTTER, DETAIL 2/C500
NEW RETAINING WALL, DETAIL 3/C500
NEW 8' CHAIN LINK FENCE WITH PRIVACY SLATS, DETAIL 4/C500
NEW BLUE SPRUCE TREE (OR AS APPROVED BY OWNER), 16 TOTAL.
DETAIL 5/C500.
NOTE: ALTERNATE SCREENING LOCATION SHOWN WITHIN DASHED
AREA. APPLICANT SHALL ATTEMPT TO LOCATE TREES IN THE COUNTY
RIGHT-OF-WAY ASSUMING IT IS FEASIBLE AND NECESSARY PERMITS
CAN BE OBTAINED.
NEW LIGHT POLE, SEE ELECTRICAL
NEW CARDED ENTRY/EXIT SECURITY GATE
2
3
KEY NOTES
NEW COMPACTED
BITUMINOUS RECLAIM
DETAIL 1/C500
NEW STORMWATER POND AND WET AREA SEED MIX
(MNDOT 33-261)
NEW GENERAL SEED MIX
(MNDOT SEED MIX 25-141)
NEW CHAIN LINK FENCE WITH
BLACK PRIVACY SLATS
DETAIL 4/C500
NEW LIGHT POLE,
SEE ELECTRICAL
SYMBOL LEGEND
PROPERTY LINE
GENERAL
SETBACK LINE
12' x 40' PULL THROUGH =73 SPACES
12' x 40' STANDARD =131 SPACES
12' x 26' STANDARD =26 SPACES
12' x 20' STANDARD =7 SPACES
TOTAL =237 SPACES
NOTE: STORAGE COUNTS ABOVE ARE APPROXIMATE. ACTUAL COUNTS
MAY VARY DEPENDING ON FINAL STRIPING LAYOUT & STALL SIZES
DETERMINED IN THE FIELD.
STORAGE SPACES
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PER STEARNS COUNTY GIS MAP
1069
1070
1072
1074
1076
1078
1079
1071
1073
1075
1077
1069
1068
1068
1069
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7
10
6
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APPROX. 100-YR FLOODPLAIN
PER STEARNS COUNTY GIS &
FEMA FIRM MAP
69.95 B69.56 TC/GL
69.00 B68.53 B
67.85 TC/GL
68.39 B
68
69
70
70
71
68.10 EOF
BASIN-1
100-YR HWL: 67.83
10-YR HWL: 66.99
2-YR HWL: 66.53
NWL: 65.50
BOT: 56.00
70
69.86 TC
69.53 GL
69
66
70
65 67
66 68
3:1
69
68
68.98 B
68.78 B
69.22 B
70.72 B
70.72 B 70.33 B
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7271
68
69
70
69
69.53 B
67
6969686766
65
65.5
64.5646362616059585756
70
69.21 B
69.93 B
69.93 B
69
6
9
70.18 TW/BW/B
74.30 TW
70.30 BW/B
69.56 TW/BW/B
68
69 67
SEE GRADING NOTE #6
1
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Issue Date:
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Date: Lic. No.:
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
Professional Engineer under the laws
of the state of Minnesota.
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Bryan D. Miller, P.E.
54950xx.xx.23
GRADING
PLAN
C300
PROPOSED CONTOURS - MAJOR INTERVAL
GRADE BREAK LINE
PROPOSED CONTOURS - MINOR INTERVAL949
950
950 EXISTING CONTOURS
2.0%
950.00 TC
949.50 GL
GRADE SLOPE
SPOT ABBREVIATIONS:
TC - TOP OF CURB
GL - GUTTER LINE
GO - GUTTER OUT
B - BITUMINOUS
C - CONCRETE
EO - EMERGENCY OVERFLOW
TW - TOP OF WALL
BW - BOTTOM OF WALL (F/G)
(*) - EXISTING TO BE VERIFIED
GRADING NOTES
1.Tree protection consisting of snow fence or safety fence installed at the drip line
shall be in place prior to beginning any grading or demolition work at the site.
2.All elevations with an asterisk (*) shall be field verified. If elevations vary
significantly, notify the Engineer for further instructions.
3.Grades shown in paved areas represent finish elevation.
4.All disturbed areas to receive 4” of good quality topsoil and seed.
5.All construction shall be performed in accordance with state and local standard
specifications for construction.
6.Coordinate with City for driveway connection and including minor grade
adjustments as needed.
SYMBOL LEGEND
PROPERTY LINE
GENERAL
SETBACK LINE
1 NEW STORMWATER BASIN, DETAIL 6/C500
KEY NOTES
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PER STEARNS COUNTY GIS MAP
1069
1070
1072
1074
1076
1078
1079
1071
1073
1075
1077
1069
1068
1068
1069
10
6
7
10
6
7
APPROX. 100-YR FLOODPLAIN
PER STEARNS COUNTY GIS &
FEMA FIRM MAP
68
69
70
70
71
70
69
66
70
65 67
66 68
3:1
69
68
71
74 75 76777879808182
73
7271
68
69
70
69
67
6969686766
65
65.5
64.5646362616059585756
70
69
6
9
68
69 67
1
1 1
1
1
1
1
1
1
2
3
3
3
3
3
3
3
3
3
4
4
5
BLOCK BASIN OUTLET UNTIL ALL
UPSTREAM AREAS HAVE BEEN STABILIZED
PROVIDE TEMPORARY
OUTLET AT 61.55
6
6
6
6 6
6
6
6
6
6
6
6
6
6
6
7
3
3
DescriptionRev.Date
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Sheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12236025.000
NJN
BDM
xx.xx.2023
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P:\Projects\Projects - 2023\12236025 - St. Joseph Outdoor Storage\C. Design\Drawing Files\12236025 - C300 - Grading.dwg
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Date: Lic. No.:
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
Professional Engineer under the laws
of the state of Minnesota.
20
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20 40 80
Sheet:
Bryan D. Miller, P.E.
54950xx.xx.23
EROSION
CONTROL PLAN
C301
SEDIMENT LOG, DETAIL 1/C501
RIP-RAP / ROCK CONST. ENTRANCE
DETAILS 2/C501, 4/C501, 5/C501, & 6/C501
CONCRETE WASHOUT STATION
(LOCATE DURING CONSTRUCTION)
SYMBOL LEGEND
PROPERTY LINE
GENERAL
SETBACK LINE
1 SEDIMENT LOG, DETAIL 1/C501
ROCK CONSTRUCTION ENTRANCE, DETAIL 2/C501
EROSION CONTROL BLANKET, DETAIL 3/C501
RIP-RAP AT FES, DETAIL 4/C501
RIP-RAP AT OUTLET, DETAIL 5/C501
3:1 OR STEEPER SLOPES NOT TO BE DISTURBED
RIP-RAP, DETAIL 6/C501
2
3
KEY NOTES
1.Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all fees pertaining to this permit. The
SWPPP shall be kept onsite at all times.
2.Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances) prior to beginning any
excavation or demolition work at the site.
3.Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary
earth dikes, sediment traps or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessary
to further control erosion. All changes shall be recorded in the SWPPP.
4.All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to
a point 50' into the construction zone.
5.The toe of the silt fence shall be trenched in a minimum of 6”. The trench backfill shall be compacted with a vibratory plate
compactor.
6.All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must
be established on all down gradient perimeters before any up gradient land disturbing activities begin.
7.All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 7 days after the
construction activity in that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt,
clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed
base components of roads, parking lots and similar surfaces are exempt from this requirement.
8.The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the
construction site, or diverts water around the site, must be stabilized within 200 lineal feet from the property edge, or from the point
of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a
surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 7
days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.
9.Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water.
10.All riprap shall be installed with a filter material or soil separation fabric and comply with the Minnesota Department of
Transportation Standard Specifications.
11.All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland
or water body at an elevation where the downstream slope is 1 percent or flatter. The normal water level shall be the invert
elevation of the outlet of the wetland or water body.
12.All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the
storm sewer system. Catch basins necessary for site drainage during construction shall be provided with inlet protection.
13.In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion control
facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows.
14.Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater
than 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP.
15.All BMPs must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the
capacity of the BMP. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All
repairs shall be recorded in the SWPPP.
16.If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequency
sufficient to minimize off-site impacts.
17.All soils tracked onto pavement shall be removed daily.
18.All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area
and these areas are protected from compaction due to construction equipment driving across the infiltration area.
19.Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters,
including stormwater conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for
the stormwater.
20.Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and
other wastes must be disposed of properly and must comply with MPCA disposal requirements.
21.Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills,
leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of
hazardous waste must be in compliance with MPCA regulations.
22.External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained
and waste properly disposed of. No engine degreasing is allowed onsite.
23.All liquid and solid wastes generated by concrete washout operations must be contained in a leak-proof containment facility or
impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable
liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations
or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed
adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities.
24.Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales,
etc.) shall be removed from the site.
25.All permanent sedimentation basins must be restored to their design condition immediately following stabilization of the site.
26.Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final Stabilization.
EROSION CONTROL NOTES
EROSION CONTROL BLANKET
DETAIL 3/C501
4
5
1.Dewatering shall take place after sediment has settled to the bottom of the basin.
2.Contractor shall prevent erosion and scour at discharge points through the use of an energy dissipation device.
3.Dewatering must avoid nuisance conditions in receiving waters.
4.Dewatering must not inundate downstream wetlands.
Temporary Sediment Basin Volumes
Drainage Area (Acres)
Required Minimum
Temporary Storage (CF)
Provided Temporary
Storage (CF)
Basin #1 7.89 28,404 28,741
TEMPORARY BASIN DEWATERING AND BASIN DRAINING
DEWATERING NOTES
1.Permittees must not cause nuisance conditions (see Minn. R. 7050.0210, subp. 2) in surface
waters from dewatering and and basin draining (e.g., pumped discharges, trench/ditch cuts
for drainage) discharges. Permittees must discharge turbid or sediment-laden waters related
to dewatering or basin draining to a sediment control (e.g. sediment trap or basin, filter bag)
designed to prevent discharges with visual turbidity. 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. [Minn. R.
7050.0210]
6
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APPROXIMATE WETLAND LIMITS
PER STEARNS COUNTY GIS MAP
APPROX. 100-YR FLOODPLAIN
PER STEARNS COUNTY GIS &
FEMA FIRM MAP
STMH-1
RIM: 68.90
TOP OF WEIR: 66.60
8" ORIFICE: 65.50
INV (NW,S): 65.50
FES
INV: 65.00
FES
INV: 58.00
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STORMWATER BASIN
DescriptionRev.Date
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Sheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12236025.000
NJN
BDM
xx.xx.2023
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P:\Projects\Projects - 2023\12236025 - St. Joseph Outdoor Storage\C. Design\Drawing Files\12236025 - C400 - Utility.dwg
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Date: Lic. No.:
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
Professional Engineer under the laws
of the state of Minnesota.
20
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Sheet:
Bryan D. Miller, P.E.
54950xx.xx.23
UTILITY PLAN
C400
UTILITY NOTES
1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections and
relocations from existing utility locations to the proposed building, as well as to all onsite amenities.
These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, electric,
site lighting, etc.
2.All service connections shall be performed in accordance with state and local standard specifications for
construction. Utility connections (sanitary sewer, watermain, and storm sewer) may require a permit from
the City.
3.The contractor shall verify the elevations at proposed connections to existing utilities prior to any
demolition or excavation.
4.The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to
construction. All necessary precautions shall be made to avoid damage to existing utilities.
5.Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where located
within 10 feet of waterlines or the building.
6.HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint pressure
test. Installation shall meet ASTM C2321.
7.See Project Specifications for bedding requirements.
SYMBOL LEGEND
PROPERTY LINE
GENERAL
SETBACK LINE
1 NEW STORM MANHOLE, DETAIL 7/C500
NEW FLARED END SECTION, DETAIL 8/C500
NEW WEIR, DETAIL 9/C500
2
3
KEY NOTES
STORM SEWER PIPE
STORM MANHOLE (STMH)
DETAIL 7/C500
FLARED END SECTION (FES)
DETAIL 8/C500
DescriptionRev.Date
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Sheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12236025.000
NJN
BDM
xx.xx.2023
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P:\Projects\Projects - 2023\12236025 - St. Joseph Outdoor Storage\C. Design\Drawing Files\12236025 - C500 - Details.dwg
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Date: Lic. No.:
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
Professional Engineer under the laws
of the state of Minnesota.
20
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Sheet:
Bryan D. Miller, P.E.
54950xx.xx.23
DETAILS
C500
8'
4'
-
6
"
5'
1"
10' MAX
6"
3" O.D. TERMINAL POST
TENSION BANDS SPACED
MAXIMUM OF 15" APART
TENSION BAR
BOTTOM RAIL
MIDDLE RAIL
TOP RAIL
3" O.D.
LINE POST
BLACK VINYL CHAIN LINK
FENCE FABRIC
NOT TO SCALE
FENCE DETAIL4
C500
12" DIA. X 5' CONCRETE
FOOTING (TYPICAL)
NOT TO SCALE
& GUTTER DETAIL
SURMOUNTABLE CURB
2
C500
12"12"
10
.
7
5
"
6"
7"
1.
1
2
5
"
6"
SLOPE
3 4" PER FT.
NEW COMPACTED
BITUMINOUS RECLAIM
BACKFILL WITH NEW
GOOD QUALITY
TOPSOIL AND SEED
NEW BASE
AGGREGATE
APPROVED SUBGRADE SOIL
NOT TO SCALE
RECLAIM SECTION
COMPACTED BITUMINOUS
1
C500
NEW 8" COMPACTED
BITUMINOUS RECLAIM
APPROVED SUBGRADE SOIL
NOT TO SCALE
WALL DETAIL
SEGMENTAL RETAINING
3
C500
BW (SEE GRADING PLAN)
TW (SEE GRADING PLAN)
NEW MODULAR BLOCK
VA
R
I
E
S
NEW WALL CAP
NOTES:
1.WALL TO BE DESIGNED/INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
2.WALL TYPE, COLOR, TEXTURE TO BE SELECTED BY OWNER.
RETAINING WALL BASE, DRAINTILE, AND AGGREGATE
BACKFILL PER MANUFACTURER'S RECOMMENDATION.
NEW COMPACTED
BITUMINOUS RECLAIM
BACKFILL WITH NEW
GOOD QUALITY
TOPSOIL AND SEED
BLACK PRIVACY SLATS
NOT TO SCALE
CROSS SECTION
WET SEDIMENTATION BASIN
6
C500
EXISTING SOILS
POND BOTTOM
3:1
PER
P
L
A
N
(3:1
M
A
X
)
3:
1
P
E
R
P
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A
N
(3
:
1
M
A
X
)
INLET PIPE
OUTLE
T
P
I
P
E
NORMAL WATER LEVEL
10:1 (SAFETY BE
N
C
H
)
10:1 (SAFETY
B
E
N
C
H
)
FES W/ TRASH GUARD
NOT TO SCALE
TREE PLANTING DETAIL5
C500
EQUALS TWICE BALL
DIAMETER
12
"
M
I
N
.
18"
MIN.
DECIDUOUS TREE (2.5" Ø MIN)
AS PER SCHEDULE
COLORED FLAGS
1 PER WIRE
TOP 1
3 OF WIRE CAGE AND
BURLAP SHOULD BE REMOVED
OPTIONAL STAKING METHOD - 6' METAL
POSTS AND RUBBER HOSE STRAPS
CONIFEROUS TREE (8' HEIGHT MIN)
AS PER SCHEDULE
HOSE LOOPS
3 GUYS EACH OF 10 GAUGE TWISTED
WIRE 120° APART AROUND TREE
TURNBUCKLE
6" DEEP MULCH, HOLD
BACK 2" FROM STEM.
SOD/SEED
(SEE PLANS)
24" STAKE TYP.
PLACE PLANTING
MEDIUM SOILS
SCARIFY ALL SIDES AND
BOTTOM OF EXCAVATED HOLE
VA
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B
L
E
1'
-
4
"
VARIABLE
5" MIN.
NOT TO SCALE
MANHOLE DETAIL
STORM
7
C500
SECTION
8"
PIP
E
DIA
.
PLAN
PRECAST INVERT SHOULD BE 1/2
DIAMETER OF PIPE AND BENCHES
SLOPED 2" TOWARD INVERT.
MANHOLE FRAME & COVER:
NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE)
*UNLESS OTHERWISE NOTED
MANHOLE STEPS SHALL BE PLACED
SO THAT OFFSET HOLE IN TOP SLAB
IS FACING DOWNSTREAM.
NO BLOCK STRUCTURES ARE ALLOWED
GRADE 1" BELOW 10' TRANSITION.
MINIMUM OF 2, MAXIMUM OF 5
CONCRETE ADJUSTMENT RINGS WITH FULL
BED OF MORTAR BETWEEN EACH AND
A 4" COLLAR ON THE OUTSIDE. NO SHIMS
OF ANY MATERIAL ALLOWED.
INSTALL NEW EXTERNAL CHIMNEY SEAL.
6" PRECAST REINFORCED CONCRETE SLAB.
SEAL WITH 2 BEADS OF RAM-NEK.
ALL JOINTS IN MANHOLE TO HAVE
'O' RING RUBBER GASKETS.
MANHOLE STEPS, COPOLYMER POLYPROPYLENE
PLASTIC, WITH 1/2" GRADE 60 STEEL
REINFORCEMENT OR EQUAL, 16" O.C.
PRECAST CONCRETE SECTION
8" PRECAST SEGMENTAL CONCRETE BLOCK
TO TOP OF THE PIPE SHALL BE USED
WITH SIZE AND DEPTH PROHIBIT THE
FABRICATION OF PRECAST UNITS.
8" MINIMUM SLAB THICKNESS,
6' MINIMUM DIAMETER PRECAST
CONCRETE SLAB, REINFORCED
WITH #4 REBAR @ 8" E.W.
GROUT BOTTOM
WATERTIGHT CONNECTION
(BOOT/GROUT RING, TYPICAL)
NOT TO SCALE
SECTION DETAIL
FLARED END
8
C500
PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S.
HOT DIP GALVANIZE AFTER FABRICATION.
24
"
M
A
X
6"MAX
5 8" SMOOTH BAR @
2" O.C. EACH WAY
6
"
NOT TO SCALE
WEIR DETAILS
STMH - 1
9
C500
TOP OF WEIR: 66.60
BOTTOM OF STRUCTURE: 65.50
18" HDPE
INV: 65.50
8" ORIFICE INV: 65.50
18" HDPE
INV: 65.50
NOTES:
1.FENCE FABRIC AND PRIVACY SLAT COLOR/STYLE TO BE REVIEWED AND APPROVED BY OWNER
PRIOR TO CONSTRUCTION.
DescriptionRev.Date
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Drawn By:
Checked By:
Issue Date:
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Date: Lic. No.:
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
Professional Engineer under the laws
of the state of Minnesota.
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Bryan D. Miller, P.E.
54950xx.xx.23
DETAILS
C501
NOT TO SCALE
RIP-RAP AT OUTLETS4
C501
D
5D (10' MIN.)
4
1
4
1
2
'
2'
AA
2'
PLAN
SECTION A-A
NOTE:
FW300 MIRAFI FABRIC OR EQUAL
5D (10' MIN.)2'
2'2'
6"
1
4 D
MN/DOT CLASS III
RIP-RAP
WOVEN FILTER
FABRIC
MN/DOT CLASS III
RIP-RAP
WOVEN FILTER
FABRIC
NOT TO SCALE
WEIR OVERFLOW
TYPICAL RIP RAP
5
C501
10'
25
'
15'
15
'
15'
0.
5
'
5'10'
A
A
BB
SECTION A-A
PLAN
SECTION B-B
FLOW
24
"
M
I
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.
NOTES:
1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C.
NOT TO SCALE
SEDIMENT LOG DETAIL1
C501
NOT TO SCALE
EROSION CONTROL BLANKET3
C501
SLOPE INSTALLATION
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
OF LIME, FERTILIZER, AND SEED.
RECP's WIDTH.
ON RECP's TYPE.
PROPERLY SECURE THE RECP's.
NOTE:
1.
3B.
12"
(30 cm)
(15 cm)
6"
3A.
2"-5"
4.
(5cm-12.5cm)
(7.5cm)
3"
2.
(15 cm)
6"
(ELEVATION-SEE PLAN)
EXTEND FABRIC 1 FOOT
BEYOND LIMITS OF
RIP RAP WITH MINIMUM
1 FOOT OF COVER (TYP)
GEOTEXTILE
FABRIC
PLACE RIP RAP ON
6 INCHES OF 2 INCH
ROCK BEDDING OVER
GEOTEXTILE FABRIC
CL. II RIP RAP
EXTEND FABRIC 1 FOOT
BEYOND LIMITS OF
RIP RAP WITH MINIMUM
1 FOOT OF COVER (TYP)
MOUND LAST 2 FEET
OF RIP RAP 1 FOOT DEEP
(TOP OF RIP RAP SHALL BE
LOWER THAN OVERFLOW ELEVATION)
(EOF-SEE PLAN)
GEOTEXTILE
FABRIC
PLACE RIP RAP ON
6 INCHES OF 2 INCH
ROCK BEDDING OVER
GEOTEXTILE FABRIC
CL. II RIP RAP
WOOD STAKE OR SAND BAG
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT CURLEX MATERIAL
GROUND
8" CURLEX SEDIMENT LOGS
HAR
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VARIES:
FULL WIDTH OF EXISTING
DRIVEWAY OPENING OR
20' MIN. WIDTH.
NOT TO SCALE
ROCK CONSTRUCTION ENTRANCE2
C501
20' M
I
N
MIN. 6" OF 1" TO
2" DIA ROCK
MNDOT STANDARD SPECIFICATION
3733 TYPE V PERMEABLE
GEOTEXTILE FABRIC BENEATH ROCK
18" MIN. HIGH CUT-OFF BERM TO
MINIMIZE SILT RUNOFF FROM SITE
50'
M
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NOT TO SCALE
RIP-RAP DETAIL6
C501
20'
20
'
35'
10
'
10'
35'
A
A
BB
SECTION A-A
PLAN
SECTION B-B
EXTEND FABRIC 1 FOOT
BEYOND LIMITS OF
RIP RAP WITH MINIMUM
1 FOOT OF COVER (TYP)
GEOTEXTILE
FABRIC
PLACE RIP RAP ON
6 INCHES OF 2 INCH
ROCK BEDDING OVER
GEOTEXTILE FABRIC
CL. II RIP RAP
EXTEND FABRIC 1 FOOT
BEYOND LIMITS OF
RIP RAP WITH MINIMUM
1 FOOT OF COVER (TYP)
MOUND LAST 2 FEET
OF RIP RAP 1 FOOT DEEP
(TOP OF RIP RAP SHALL BE
LOWER THAN OVERFLOW ELEVATION)
GEOTEXTILE
FABRIC
PLACE RIP RAP ON
6 INCHES OF 2 INCH
ROCK BEDDING OVER
GEOTEXTILE FABRIC
CL. II RIP RAP
DescriptionRev.Date
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Project #:
Drawn By:
Checked By:
Issue Date:
12236025.000
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BDM
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Date: Lic. No.:
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
Professional Engineer under the laws
of the state of Minnesota.
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Bryan D. Miller, P.E.
54950xx.xx.23
SWPPP
PROJECT SPECIFIC SWPPP INFORMATION:
I.GENERAL CONSTRUCTION ACTIVITY INFORMATION
PROJECT NAME:ST. JOSEPH RV AND OUTDOOR STORAGE
PROJECT LOCATION:500 CEDAR STREET WEST
ST. JOSEPH, MN 56374
PROJECT CONTACTS
OWNER:MARK LAMBERT
SUMMIT MANAGEMENT
6770 STILLWATER BLVD NORTH, SUITE 110
STILLWATER, MN 55082
CONTACT: 651-689-2202
ENGINEER:LARSON ENGINEERING, INC.
3524 LABORE ROAD
WHITE BEAR LAKE, MN 55110
CONTACT: BRYAN MILLER, P.E., 651-481-92120,
BMILLER@LARSONENGR.COM
CONTRACTOR:COMPANY (TBD)
ADDRESS
CITY, STATE, ZIP
CONTACT: NAME, PHONE, EMAIL
CITY WHERE WORK WILL TAKE PLACE:ST. JOSEPH, MN
COUNTY WHERE WORK WILL TAKE PLACE:STEARNS
LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT:45° 34' 18" N, 94° 19' 23" W
PROJECT TYPE (CIRCLE ONE):RESIDENTIAL COMMERCIAL/INDUSTRIAL
ROAD CONSTRUCTION RESIDENTIAL & ROAD CONSTRUCTION
OTHER (DESCRIBE):
DATES OF CONSTRUCTION (ESTIMATED):
Construction start date:FALL 2023
Construction completion date:FALL 2024
PROJECT DESCRIPTION:
Construction consists of construction of a new compacted bituminous reclaim/gravel parking lot and
drives, stormwater basin, utilities, and all associated grading/erosion control measures.
PROJECT LIMITS:
See the project plans, in particular the grading & erosion control plans, for site disturbance limits.
SITE DISTURBANCE SUMMARY (to nearest tenth acre):
Total number of acres to be disturbed:7.4
Pre-Construction acres of impervious:0.3
Post-Construction acres of impervious:5.5
Total new impervious acres:5.2
II.RECEIVING WATERS
RECEIVING WATERS (WITHIN ONE MILE OF PROJECT PROPERTY EDGE):
NAME OF WATER BODY TYPE SPECIAL WATER?IMPAIRED WATER?
Watab River, South Fork River No Yes
TOTAL MAXIMUM DAILY LOAD (TMDL) WATERS
n/a
IDENTIFY WETLAND IMPACTS:
1.Will construction result in any potential adverse impacts to wetlands, including excavation,
degradation of water quality, draining, filling, permanent inundation or flooding, conversion to a
stormwater pond?
No.
If yes, describe impacts and mitigation measures that were taken to address the impacts and include
copies of permits or approvals from an official state wide wetland program issued specifically for this
project or site:
N/A
ENVIRONMENTALLY SENSITIVE AREAS:
1.Identify adjacent public waters where the MN DNR has declared "work in water restrictions" during
fish spawning timeframes:
None identified.
2.Describe any stormwater mitigation measures that will be implemented, as a result of an
environmental review, endangered or threatened species review or archeological site review:
N/A
III.PROJECT PLANS AND SPECIFICATIONS
Refer to the project plans, specifications, geotechnical report, and stormwater calculations which depict various
features that are relevant to this project. Such features may include, but are not limited to, the following:
·Project location and construction limits.
·Existing and final grades, including dividing lines and direction of flow for all pre and post-construction
stormwater runoff drainage areas located within the project limits.
·Soil types at the site.
·Locations of impervious surfaces.
·Locations of areas not to be disturbed (e.g., buffer zones, wetlands, etc.)
·Steep slope locations.
·Locations of areas where construction will be phased to minimize duration of exposed soils.
·Locations of all temporary and permanent erosion control and sediment control best management practices
(BMP's).
·Buffer zones as required in item 9.17 and 23.11 of the permit.
·Locations of potential pollution-generating activities identified in Section 12 of the permit.
·Standard details for erosion and sediment control BMP's to be installed at the site.
The anticipated erosion prevention and sediment control BMP quantities needed for the life of this project
include the following. These quantities are estimated only and shall be verified by the Contractor.
BMP Bidding Quantity Final Quantity
Rock Construction Entrance 1 EA
Sediment Log 1,775 LF
Concrete Washout 1 EA
Outlet Rip-Rap 4 EA (size per plan)
Turf Seeding 0.9 ACRE
Basin Planting Area 1.0 ACRE
Erosion Blanket 4,665 SY
TEMPORARY SEDIMENT CONTROL (SITE SPECIFIC ITEMS)
1.Is the project required to install a temporary sediment basin due to 10 or more acres draining to a
common location, or 5 acres or more if the site is located within 1 mile of a special or impaired water?
Yes.
If yes, describe (or attach plans) showing how the basin will be designed and constructed in accordance
with Section 14.
The temporary sedimentation basin will have a minimum storage of 3,600 CF per acre draining to
the basin. The basin outlet will provide for discharging water from the surface to minimize
discharging of pollutants. A stabilized emergency overflow will be provided. See attached plans
for temporary basin locations.
2.Will the project include dewatering, basin draining?
No.
If yes, describe measures to be used to treat/dispose of turbid or sediment-laden water and method to
prevent erosion or scour of discharge points (see Section 10 of the permit):
N/A. Based on soil boring results, dewatering is not anticipated.
3.Will the project include use of filters for backwash water?
No.
If yes, describe how filter backwash water will be managed on the site or properly disposed of:
N/A
PERMANENT STORMWATER MANAGEMENT (SITE SPECIFIC ITEMS)
1.Will the project result in one acre or more of new impervious surface or result in one acre or more of new
impervious in total if the project is part of a larger plan of development?
Yes.
If yes, a water quality volume of one inch of runoff from the cumulative new impervious surfaces must be
retained on site (Section 15) through infiltration unless prohibited due to one of the reasons in item 16.14
through 16.21. If infiltration is prohibited, identify other methods of stormwater treatment used (e.g. filtration,
wet sedimentation basin, regional ponding, or equivalent method):
One (1) new wet sedimentation basin is proposed as part of the project to provide the required
water quality volume from the total new and fully reconstructed impervious areas.
2.Attach design parameters for the planned permanent stormwater management system, including volume
calculations, discharge rate calculations, construction details including basin depth, outlet configurations,
location, design of pre-treatment devices, and timing for installation.
See the project plans and stormwater calculations.
3.For infiltration systems, provide at least one soil boring, test pit, or infiltrometer test in the location of the
infiltration practice for determining infiltration rates.
N/A
4.For projects that discharge to trout streams, including tributaries to trout streams, identify method of
incorporating temperature controls into the permanent stormwater management system.
N/A
SEQUENCE OF CONSTRUCTION ACTIVITIES
1.Install stabilized rock construction entrances.
2.Install perimeter erosion control BMP's (silt fence, bio-logs, etc).
3.Install temporary construction fencing at infiltration areas and other areas not be disturbed.
4.Install inlet protection throughout project area and downstream inlets.
5.Construct temporary sediment basins/traps as necessary.
6.Strip and stockpile topsoil.
7.Complete rough grading of site.
8.Stabilize denuded areas and stockpiles.
9.Install site utilities.
10.Install temporary inlet protection at newly installed catch basins/inlets.
11.Install curb and gutter and pavement sections.
12.Place topsoil and final grading of areas to be vegetated.
13.Remove accumulated sediment from basins / ponds.
14.Final grade pond and infiltration areas, including soil de-compaction as specified.
15.Complete stormwater basin as-built surveys (as required by project specifications and/or local
jurisdictional authorities).
16.Complete permanent stabilization including plantings, seeding, and mulch.
17.Upon completion of construction activity and satisfactory vegetation establishment, remove remaining
temporary erosion and sediment control BMPs.
18.Reseed / restore any areas disturbed during BMP removal.
SEEDING NOTES AND REQUIREMENTS:
1.The Contractor is responsible to salvage and preserve existing topsoil as necessary for final stabilization.
All topsoil to be salvaged and re-used shall be processed as necessary to meet project specifications.
2.Prior to final seeding, all areas to be vegetated shall be scarified/decompacted and amended as specified
in the plans and specifications.
3.Unless otherwise noted, all seed mixes and applications shall be in accordance with MNDOT Seeding
Manual, latest edition.
4.See the project plans and specifications for seed mixtures, mulch, slope stabilization, and all other
landscaping requirements.
FINAL STABILIZATION:
Ensure Final Stabilization of the site. Final Stabilization is not complete until all of the following requirements are
complete:
1.All soil disturbing activities at the site have been completed and soils are stabilized by a uniform perennial
vegetative cover with a density of 70 percent of its expected final growth over the entire pervious surface
area, or other equivalent means necessary to prevent soil erosion under erosive conditions.
2.The permanent stormwater management system is constructed and operating as designed. Temporary or
permanent sedimentation basins that are to be used as permanent water quality management basins
have been cleaned of any accumulated sediment. All sediment has been removed from conveyance
systems and ditches are stabilized with permanent cover.
3.All temporary synthetic and structural erosion prevention and sediment control BMPs (such as silt fence,
bio-logs, etc.) have been removed from the site. BMPs designed to decompose on site may be left in
place.
4.Upon correction of all erosion and sediment items and achieving vegetative cover, temporary erosion
prevention and sediment control BMPs will be removed and properly disposed/recycled.
5.Within 30 days of final stabilization, a notice of termination shall be submitted to the MPCA (see Permit
Termination Req's) .
GENERAL SWPPP NOTES:
1.The Contractor and all Subcontractors involved with construction activity that disturbs soil, or implements
a pollution control measure as part of the Storm Water Pollution Prevention Plan (SWPPP) for this project,
must comply with the requirements of the National Pollution Discharge Elimination System (NPDES) /
State Disposal System (SDS) Program, General Permit MNR10001, Dated August 1, 2018.
2.The Contractor and all Subcontractors shall be responsible for reviewing the NPDES Permit in its entirety,
to ensure that all SWPPP measures are in place and permit requirements fulfilled throughout the duration
of the project.
SWPPP TRAINING (SECTION 21):
SWPPP PREPARER:COMPANY: LARSON ENGINEERING, INC.
CONTACT: NATHAN NOHNER, 612-224-6725,
NNOHNER@LARSONENGR.COM
COURSE, INSTRUCTOR: DESIGN OF SWPPP, ONLINE COURSE
TRAINING ENTITY: UNIVERSITY OF MINNESOTA
EXPIRATION: MAY 31, 2026
SWPPP CONTACT:CONTRACTOR: (TBD)
CONTACT: NAME, PHONE, EMAIL
COURSE, INSTRUCTOR:
TRAINING ENTITY:
EXPIRATION:
This SWPPP was prepared by personnel certified in design of construction SWPPP's as listed above. Copies of
respective certifications are available upon request. In accordance with Section 21 of the permit, the following
individuals must receive training, and the content and extent of the training is commensurate with the individual's
job duties and responsibilities with regard to activities covered under the permit:
a.Individuals preparing the SWPPP for the project.
b.Individuals overseeing implementation of, revising and/or amending the SWPPP, and individuals
performing inspections for the project.
c.Individuals performing or supervising the installation, maintenance and repair of BMP's.
Individuals must receive training from local, state, federal agencies, professional organizations, or other entities
with expertise in erosion prevention, sediment control, permanent stormwater treatment and the MN
NPDES/SDS Construction Stormwater permit. Individuals shall attend a refresher-training course every three (3)
years.
SWPPP IMPLEMENTATION RESPONSIBILITIES:
1.The Owner and Contractor are Permittee(s) as identified by the NPDES permit.
2.The Contractor shall be responsible for all on-site implementation of the SWPPP, including all
Subcontractor activities.
3.The Contractor shall provide knowledgeable and experienced person(s) in the application, installation,
and maintenance of Erosion and Sediment Control BMP's throughout the project.
4.The Contractor shall provide person(s) meeting the training requirements of the NPDES permit to conduct
inspection and maintenance of all erosion prevention and sediment control BMP's in accordance with
permit requirements. One of these individuals must be available for an on-site inspection within 72 hours
upon request by the MPCA.
5.The Contractor shall provide training documentation for all individual(s) required by the permit. This
training documentation shall be recorded in the SWPPP prior to construction, or as soon as personnel for
the project have been determined. Documentation shall include:
a. Names of personnel associated with the project required to be trained (as listed above and
under Section 21 of the permit).
b. Dates of training, name of instructor, and entity providing training.
c. Content of training course or workshop including number of hours of training.
INSPECTIONS AND MAINTENANCE:
1.The Contractor shall provide person(s) meeting the training requirements to conduct inspection and
maintenance of all erosion prevention and sediment control BMP's under this project in accordance with
permit requirements.
2.An example MPCA construction stormwater checklist can be found at the link below. Note: This template
inspection report does not address all aspects of the NPDES Permit. The completion of this checklist
does not guarantee that all permit requirements are in compliance; it is the responsibility of the
Permittee(s) to read and understand the full permit requirements.
https://www.pca.state.mn.us/sites/default/files/wq-strm2-36.docx
RECORDS RETENTION:
The SWPPP, including all changes/amendments, and inspections and maintenance records shall be kept on
site during normal working hours by individuals who have operational control of that portion of the site.
All Owner(s) shall keep the SWPPP, along with the following additional records, on file for three (3) years after
submittal of the NOT as outlined in Section 4:
a.The Final SWPPP;
b.Any other stormwater related permits required for the project;
c.Records of all inspection and maintenance conducted during construction;
d.All permanent operation and maintenance agreements that have been implemented, including all
Right-Of-Way, Contracts, Covenants, and other binding requirements regarding perpetual maintenance;
and
e.All required calculations for design of the temporary and permanent stormwater management systems.
PROJECT LOCATION AND RECEIVING WATERS MAP:
C600
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Date: Lic. No.:
I hereby certify that this plan,
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Bryan D. Miller, P.E.
54950xx.xx.23
SWPPP
GENERAL SWPPP REQUIREMENTS AND NOTES:
TEMPORARY EROSION PREVENTION PRACTICES (SECTION 8)
1.Prior to beginning any construction work at the site, locations of areas not to be disturbed must be
delineated (e.g., with flags, stakes, signs, silt fence, snow fence, etc.) throughout the project site.
2.Minimize the need for disturbance of portions of the project with steep slopes. For those sloped
areas which must be disturbed, use techniques such as phasing and stabilization practices
designed for steep slopes (e.g., slope draining and terracing).
3.Stabilize all exposed soil areas (including stockpiles). Stabilization must be initiated immediately to
limit soil erosion whenever any construction activity has permanently or temporarily ceased on any
portion of the site and will not resume for a period exceeding 14 calendar days (or 7 days if within
one mile of an identified impaired water). Stabilization must be completed no later than 14
calendar days (or 7 days if within one mile of an identified impaired water) after the construction
activity has ceased.
4.Stabilization is not required on constructed base components of roads, parking lots, and similar
surfaces. Stabilization is not required on temporary stockpiles without significant silt, clay or
organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand
stockpiles) but sediment controls must be placed at the base of the stockpile.
5.For Public Waters that the Minnesota Department of Natural Resources has promulgated “work in
water restrictions” during specified fish spawning time frames, all exposed soil areas that are within
200 feet of the water's edge, and drain to these waters must complete the stabilization activities
within 24 hours during the restriction period.
6.Stabilize the normal wetted perimeter of the last 200 linear feet of temporary or permanent
drainage ditches or swales that drain water from the site within 24 hours after connecting to a
surface water or property edge. Stabilize remaining portions of temporary or permanent ditches or
swales within 14 calendar days (or 7 days if within one mile of an identified impaired water) after
connecting to a surface water or property edge and construction in that portion of the ditch
temporarily or permanently ceases.
7.Temporary or permanent ditches or swales being used as sediment containment systems during
construction (with properly designed rock-ditch checks, bio rolls, silt dikes, etc.) do not need to be
stabilized during the temporary period of use as a sediment containment system. These areas
must be stabilized within 24 hours after no longer being used for as a sediment containment
system.
8.Applying mulch, hydromulch, tackifier, polyacrylamide or similar erosion prevention practices is not
acceptable 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.
9.Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours
after connection to a surface water or permanent stormwater treatment system.
10.Route water around unstabilized areas on the site and to reduce erosion, unless infeasible. Use
erosion controls and velocity dissipation devices such as check dams, sediment traps, riprap, or
grouted riprap at outlets within and along the length of any constructed stormwater conveyance
channel, and at any outlet, to provide a non‐erosive flow velocity, to minimize erosion of channels
and their embankments, outlets, adjacent stream banks, slopes, and downstream waters during
discharge conditions.
11.Unless infeasible due to lack of pervious or vegetated areas, direct discharges from BMPs to
vegetated areas of the site (including any natural buffers) in order to increase sediment removal
and maximize stormwater infiltration. Use velocity dissipation devices if necessary to prevent
erosion when directing stormwater to vegetated areas.
12.Infiltration areas shall not be excavated until all upstream areas have been stabilized and/or
upstream BMPs are in place to properly prevent sediment deposition. Only low impact equipment
shall be allowed in infiltration areas which shall be clearly identified, staked, and marked/fenced
off.
13.Project phasing shall be implemented to ensure land disturbance and temporary erosion control
measures can be effectively inspected and maintained throughout the duration of the project in
accordance with the Inspection and Maintenance requirements of Section 11.
TEMPORARY SEDIMENT CONTROL PRACTICES (SECTION 9)
1.Sediment control practices must be established on all down gradient perimeters and be located
upgradient of any buffer zones. The perimeter sediment control practices must be in place before
any upgradient land‐disturbing activities begin. These practices shall remain in place until Final
Stabilization has been established.
2.If downgradient sediment controls become overloaded, based on frequent failure or excessive
maintenance requirements, additional upgradient sediment control practices or redundant BMPs
shall be installed to eliminate the overloading concerns. All changes shall be recorded in the
SWPPP.
3.Temporary or permanent drainage ditches and sediment basins designed as part of a sediment
containment system (e.g., ditches with rock-check dams) require sediment control practices only
as appropriate for site conditions.
4.A floating silt curtain placed in the water is not an acceptable sediment control BMP except when
working on a shoreline or below the waterline. Immediately after the short term construction activity
(e.g., installation of rip rap along the shoreline) in that area is complete, upland perimeter control
practices shall be installed if exposed soils still drain to a surface water.
5.Re‐install all sediment control practices that have been adjusted or removed to accommodate
short‐term activities such as clearing or grubbing, or passage of vehicles, immediately after the
short‐term activity has been completed. Complete any short‐term activity that requires removal of
sediment control practices as quickly as possible and re‐install sediment control practices before
the next precipitation event even if the short‐term activity is not complete.
6.All storm drain inlets must be protected by appropriate BMPs during construction until all sources
with potential for discharging to the inlet have been stabilized. Inlet protection may be removed for
a particular inlet if a specific safety concern (street flooding/freezing) has been identified by the
Permittee(s) or the jurisdictional authority (e.g., city/county/township/MnDOT engineer).The
Permittee(s) must document the need for removal in the SWPPP.
7.Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be
placed in any natural buffers or surface waters, including stormwater conveyances such as curb
and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.
8.Where vehicle traffic leaves any part of the site (or onto paved roads within the site) install a
vehicle tracking BMP to minimize the track out of sediment from the construction site. Examples of
vehicle tracking BMPs include (but are not limited to) rock pads, mud mats, slash mulch, concrete
or steel wash racks, or equivalent systems. Use street sweeping if such vehicle tracking BMPs are
not adequate to prevent sediment from being tracked onto the street.
9.The Permittee(s) must install temporary sedimentation basins as required in accordance with
permit requirements.
10.Minimize soil compaction by restricting vehicle access in areas where final vegetative stabilization
will occur, unless otherwise infeasible.
11.Discharges from BMPs shall be directed to vegetated areas unless infeasible.
12.Preserve a 50 foot natural buffer or (if a buffer is infeasible on the site) provide redundant (double)
perimeter sediment controls when a surface water is located within 50 feet of the project's earth
disturbances and stormwater flows to the surface water.
13.Perimeter sediment controls shall be installed at least 5 feet apart unless limited by lack of
available space. Natural buffers are not required adjacent to road ditches, judicial ditches, county
ditches, stormwater conveyance channels, storm drain inlets, and sediment basins. If preserving
the buffer is infeasible, the reasons for which shall be recorded in the SWPPP.
14.The use of polymers, flocculants, or other sedimentation treatment chemicals, if used on the
project, shall be used in accordance with accepted engineering practices, dosing specifications,
and sediment removal design specifications provided by the product manufacturer or supplier. Use
conventional erosion and sediment controls prior to the chemical addition to ensure effective
treatment. Chemicals may only be applied where treated stormwater is directed to a sediment
control system which allows or filtration of settlement of the floc prior to discharge.
15.If the proposed project as shown on the plans has 10 or more acres draining to a common location
or 5 acres or more if the site is within one mile of a special or impaired water (as identified in
Section II - Receiving Waters and Environmentally Sensitive Areas), then a temporary sediment
basin must be constructed as shown on the plans. Temporary sediment basins will have a
minimum of 3,600 cubic feet of storage per acre draining to the basin. The basin outlet shall
provide for discharging water from the surface to minimize discharging of pollutants. A stabilized
emergency overflow shall be constructed.
DEWATERING AND BASIN DRAINING (SECTION 10)
1.Discharge turbid or sediment‐laden waters related to dewatering or basin draining (e.g., pumped
discharges, trench/ditch cuts for drainage) to a temporary or permanent sediment basin on the
project site unless infeasible. Discharge from the temporary or permanent sedimentation basins to
surface waters if the basin water has been visually checked to ensure adequate treatment has
been obtained in the basin and that nuisance conditions will not result from the discharge. If the
water cannot be discharged to a sedimentation basin prior to entering the surface water, it must be
treated with the appropriate BMPs, such that the discharge does not adversely affect the receiving
water or downstream properties.
2.Discharge water that contains oil or grease, must use an oil‐water separator or suitable filtration
device (e.g. cartridge filters, absorbents pads) prior to discharging the water.
3.All water from dewatering or basin‐draining activities must be discharged in a manner that does
not cause nuisance conditions, erosion in receiving channels or downslope properties, erosion or
scour in the immediate vicinity of discharge points, or inundation in wetlands causing significant
adverse impact to the wetland.
4.The use of filters with backwash water, haul the backwash water away for disposal, return the
backwash water to the beginning of the treatment process, or incorporate the backwash water into
the site in a manner that does not cause erosion. Discharge backwash water to the sanitary sewer
if permission is granted by the sanitary sewer authority. Replace and clean the filter media used in
dewatering devices when required to retain adequate function.
INSPECTIONS AND MAINTENANCE (SECTION 11)
1.Owner and Contractor shall ensure that a trained person (as identified in item 21.2.b) of the permit will
inspect the entire construction site at a minimum:
- Once every seven (7) days during active construction, and
- Within 24 hours after a rainfall event greater than 1/2 inch in 24 hours
2.Inspect all erosion prevention and sediment control BMPs and Pollution Prevention Management
Measures to ensure integrity and effectiveness during all routine and post‐rainfall event inspections. 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. Investigate and comply with the following Inspection and Maintenance requirements:
a.All perimeter control devices must be repaired, replaced, or supplemented when they become
nonfunctional or the sediment reaches one‐half (1/2) of the height of the device. These repairs must
be made by the end of the next business day after discovery, or thereafter as soon as field conditions
allow access.
b.Temporary and permanent sedimentation basins must be drained and the sediment removed when
the depth of sediment collected in the basin reaches one‐half (1/2) the storage volume. Drainage and
removal must be completed within 72 hours of discovery, or as soon as field conditions allow access.
c.Surface waters, including drainage ditches and conveyance systems, must be inspected for evidence
of erosion and sediment deposition during each inspection. Remove all deltas and sediment
deposited in surface waters, including drainage ways, catch basins, and other drainage systems, and
restabilize the areas where sediment removal results in exposed soil. The removal and stabilization
must take place within seven (7) days of discovery unless precluded by legal, regulatory, or physical
access constraints. Use all reasonable efforts to obtain access. If precluded, removal and stabilization
must take place within seven (7) calendar days of obtaining access. Contact all local, regional, state
and federal authorities and receiving any applicable permits, prior to conducting any work in surface
waters.
d.Construction site vehicle exit locations must be inspected for evidence of off‐site sediment tracking
onto paved surfaces. Tracked sediment must be removed from all paved surfaces both on and off site
within 24 hours of discovery, or if applicable, within a shorter time.
e.Streets and other areas adjacent to the project must be inspected for evidence of off‐site
accumulations of sediment. If sediment is present, it must be removed in a manner and at a frequency
sufficient to minimize off‐site impacts (e.g., fugitive sediment in streets could be washed into storm
sewers by the next rain and/or pose a safety hazard to users of public streets).
5.Inspection frequency adjustment:
a.Inspections of areas with permanent cover can be reduced to once per month, even if construction
activity continues on other portions of the site; or
b.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; or
c.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.
3.All inspections and maintenance activities within 24 hours of being conducted must be recorded and
retained in the SWPPP. These records must include:
a.Date and time of inspections
b.Name of person(s) conducting inspections
c.Findings of inspections, including the specific location where corrective actions are needed
d.Corrective actions taken (including dates, times, and party completing maintenance activities)
e.Date and amount of all rainfall events greater than 1/2 inch (0.5 inches) in 24 hours. Rainfall amounts
must be obtained by a properly maintained rain gauge installed onsite, a weather station that is within
1 mile of your location or a weather reporting system that provides site specific rainfall data from radar
summaries.
f.If any discharge is observed to be occurring during the inspection, a record of all points of the property
from which there is a discharge must be made, and the discharge should be described (i.e., color,
odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants)
and photographed.
g.Any amendments to the SWPPP proposed as a result of the inspection must be documented within
seven (7) calendar days.
4.All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is
reaching the infiltration area. All infiltration areas must be inspected to ensure that equipment is not being
driven across the infiltration area.
POLLUTION PREVENTION MANAGEMENT MEASURES (SECTION 12)
Implement the following pollution prevention management measures on the site:
1.Storage, Handling, and Disposal of Construction Products, Materials, and Wastes shall comply with the
following to minimize the exposure to stormwater of any of the products, materials, or wastes. Products
or wastes which are either not a source of contamination to stormwater or are designed to be exposed to
stormwater are not held to this requirement:
a.Building products that have the potential to leach pollutants must be under cover (e.g., plastic
sheeting or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective
means designed to minimize contact with stormwater.
b.Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials must be
under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or
protected by similarly effective means designed to minimize contact with stormwater.
c.Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents,
petroleum‐based products, wood preservatives, additives, curing compounds, and acids) must be
properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access
storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or
hazardous materials must be in compliance with Minn. R. ch. 7045 including secondary containment
as applicable.
d.Solid waste must be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035.
e.Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.
Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041.
2.Fueling and Maintenance of Equipment or Vehicles; Spill Prevention and Response: Take reasonable
steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where
chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless
infeasible. Conduct fueling in a contained area unless infeasible. Ensure adequate supplies are available
at all times to clean up discharged materials and that an appropriate disposal method is available for
recovered spilled materials. Report and clean up spills immediately as required by Minn. Stat. § 115.061,
using dry clean up measures where possible.
3.Vehicle and equipment washing: Wash the exterior of vehicles or equipment on the project site, washing
must be limited to a defined area of the site. Runoff from the washing area must be contained in a
sediment basin or other similarly effective controls and waste from the washing activity must be properly
disposed of. Properly use and store soaps, detergents, or solvents. No engine degreasing is allowed on
site.
4.Concrete and other washouts waste: Provide effective containment for all liquid and solid wastes
generated by washout operations (concrete, stucco, paint, form release oils, curing compounds and other
construction materials) related to the construction activity. The liquid and solid washout wastes must not
contact the ground, and the containment must be designed so that it does not result in runoff from the
washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance
with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel
to utilize the proper facilities for disposal of concrete and other washout wastes.
SWPPP AMENDMENTS (SECTION 6):
1.One of the individuals described in item 21.2.a or 21.2.b of the permit or another qualified
individual must complete all SWPPP changes. Changes involving the use of less stringent BMPs
must include a justification describing how the replacement BMP is effective for the site
characteristics.
2.The SWPPP shall be amended to include additional or modified BMPs as necessary to correct
problems identified or address situations whenever there is a change in design, construction,
operation, maintenance, weather or seasonal conditions having a significant effect on the
discharge of pollutants to surface waters or groundwater.
3.The SWPPP shall be amended to include additional or modified BMPs as necessary to correct
problems identified or address situations whenever inspections or investigations by the site owner
or operator, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or
significnatly minimizing the ischarge of pollutants to surface waters or groundwater or the
discharges are cuasing water quality standard exceedances (e.g., nuisance conditions as defined
in Minn. R. 7050.0210, subp. 2 or the SWPPP is not consistend with the ofjectives of the USEPA
approved TMDL.
BMP SELECTION AND INSTALLATION (SECTION 7):
1.All BMPs identified in the SWPPP document and construction plans shall be selected, installed,
and maintained in an appropriate and functional manner in accordance with relevant manufacturer
specifications and accepted engineering practices.
PERMIT TERMINATION (SECTIONS 4 AND 13)
1.Permittees must submit a NOT within 30 days after all termination conditions listed in Section 13
are complete.
2.Permittees must submit a NOT within 30 days after selling or otherwise legally transferring the
entire site, including permit responsibility for roads (e.g., street sweeping) and stormwater
infrastructure final clean out, or transferring portions of a site to another party. The permittees'
coverage under the permit terminates at midnight on the submission date of the NOT.
3.Permittees may terminate permit coverage prior to completion of all construction activity if they
meet all of the following conditions:
a.Construction activity has ceased for at least 90 days; and
b.at least 90 percent (by area) of all originally proposed construction activity has been completed
and permanent cover has been established on those areas; and
c.on areas where construction activity is not complete, permanent cover has been established;
and
d.the site complies with items 13.3 through 13.7 of the permit.
After permit coverage is terminated under this item, any subsequent development on the remaining
portions of the site will require permit coverage if the subsequent development itself or as part of
the remaining common plan of development or sale will result in land disturbing activity of one (1)
or more acres in size.
4.Permittees may terminate coverage upon MPCA approval after submitting information
documenting the owner canceled the project.
5.Permittees must complete all construction activity and must install permanent cover over all areas
prior to submitting the NOT. Vegetative cover must consist of a uniform perennial vegetation with a
density of 70 percent of its expected final growth. Vegetation is not required where the function of a
specific area dictates no vegetation, such as impervious surfaces or the base of a sand filter.
6.Permittees must clean the permanent stormwater system of any accumulated sediment and must
ensure the system meets all applicable requirements in Section 15 through 19 of the permit and is
operating as designed.
7.Permittees must remove all sediment from conveyance systems prior to submitting the NOT.
8.Permittees must remove all temporary synthetic erosion prevention and sediment control BMPs
prior to submitting the NOT. BMPs designed to decompose on-site may be left in place.
9.For residential construction only, permit coverage terminates on individual lots if the structures are
finished and temporary erosion prevention and downgradient perimeter control is complete, the
residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact
Sheet" to the homeowner.
10.For construction projects on agricultural land (e.g., pipelines across cropland), disturbed land must
be returned to its preconstruction agricultural condition prior to submitting the NOT.
11.When submitting the NOT, permittees must include either ground or aerial photographs showing
vegetative cover requirements have been met as listed above. All submitted photographs shall
include the date and specific site location.
LONG TERM OPERATION AND MAINTENANCE:
1.Upon the completion of construction activity and NPDES permit termination, in accordance with
Sections 4 and 13, the Property Owner shall become the responsible party for long term operation
and maintenance (O&M) of all permanent stormwater management features under this project.
2.All associated operations, inspections, maintenance, and record keeping shall be performed by
trained individual(s) familiar with the site stormwater management system.
3.Record keeping of inspections and maintenance items shall be maintained by the Owner in
accordance with applicable Maintenance Agreements/Declarations as required by local
jurisdictional authorities.
C601
View from Wobegon trail looking towards the subject site.
View from Wobegon trail looking towards the site. Significant deciduous vegetation like this exists
throughout the perimeter of site.
View from Wobegon trail towards subject site.
Vegetation along the Northern boundary of site. View from Wobegon trail taken near NE corner of site
looking West.
NE corner of site as seen from Wobegon trail.
Entrance to site and Southern border of property as seen from City owned property looking North.
View looking North towards entrance to subject property
View from entrance near Highway 75 looking West
RESOLUTION 2023-059
CONDITIONAL USE PERMIT APPROVAL FOR OUTDOOR STORAGE
SUMMIT COMMONS, LLC
WHEREAS, Summit Commons, LLC applied for a Conditional Use Permit application for an Outdoor
Storage on the Subject property described as:
PARCEL 1
Lots One (1) and Two (2) in Schneider's Addition, according to the plat and the survey thereof on file
and on record in the office of the County Recorder in and for Steams County, Minnesota.
ALSO an unplatted tract of land lying North of Lot 1, Schneider's Addition and being part of the West
Half of the Northwest Quarter (W ½NW¼) of Section Ten (10), in Township One Hundred Twenty-
four (124) North, of Range Twenty-nine (29) West, according to the U.S. Government Survey thereof,
Steams County, Minnesota, described as follows: Beginning at a point 292.38 feet north of the North
line of Pine Street (now Birch Street) and 150 feet West of the West Line of San Francisco Street (now
First Avenue N.W.) in the Village of St. Joseph, and running thence North parallel to the West line of
San Francisco Street aforesaid until its intersection with the Southerly right of way line of the Great
Northern Railway; thence running Southeasterly along said Southerly right of way line, until its
intersection with the Westerly line of San Francisco Street in the Village of St. Joseph; thence Southerly
along the Westerly line of San Francisco Street aforesaid, to a point directly East of the point of
beginning, and thence Westerly to the point of beginning, except that portion of land hereinbefore sold
to the Village of St. Joseph set forth in Book 122 of Deeds, page 288, described as follows:
Beginning at a point in the Northwest Quarter of the Northwest Quarter (NW¼ NW¼) of Section 10,
from which the Quarter-Quarter comer on West side of Northwest Quarter of Section 10, Township
124, Range 29 bears South 25 degrees West 484 feet; thence from said point of beginning North 6
degrees 30 minutes East 13 8 feet to the Railroad right of way; thence South 51 degrees East 261 feet
along said Railroad right of way and thence north 83 degrees West 221 feet to the point of beginning
and being a part of the NW ¼ NW¼ of Section 10, Township 124, Range 29.
ALSO Excepting that portion of land sold to Christ Stich and Joseph Reber as set forth in Book 172 of
Deeds, page 306 described as follows:
Lot 1, in Block 2 of Loso's 6th Addition to Village of St. Joseph, Steams County, Minnesota; also the
following tract of land, to-wit: Beginning at a point on the Southerly right of way line of the Great
Northern Railroad in Section 10, Township 124, Range 29 where a line parallel to and 44 feet east of
the West line of Section 10, Township 124, Range 29 intersects said Southerly right of way line; thence
South parallel to said Section line 274 feet; thence South 83 degrees East 182 feet more or less, to the
Southwest comer of the Village Gravel pit; thence north 6 degrees 30 minutes East along the Westerly
line of said Village Gravel Pit 137 feet to the Southerly right of way line of the Great Northern Railroad;
thence Northwesterly along said Southwesterly right of way line of the Great Northern Railroad 256
feet, more or less, to the point of beginning.
PARCEL 2
That part of the NE ¼ of the NE ¼ of Section 9 and that part of said NW ¼ of the NW ¼ of Section 10
bounded as follows: on the East by the West line of Schneider's Addition, a duly recorded plat, produced
Northerly; on the South by a line drawn due West from a point of said West line of said plat distant
800.00 feet Northerly from its intersection with the Northerly right of way line of U.S. Trunk Highway
52; on the West by a line drawn parallel with and 150.00 feet Westerly of, measured at right angles to.
said West line of said plat; and on the North by the South line of the North 880.42 feet of said Section
9 and 10.
ALSO
That part of the South 451.42 feet of the North 880.42 feet of the North 880.42 feet of the East 686.70
feet of Northeast Quarter of Section 9, Township 124, Range 29, Stearns County, Minnesota, which
lies southwesterly right of way line of the Burlington Northern Railroad.
Parcel ID of properties: 84.53400.0006 and 84.53430.0042
FINDINGS OF FACT
WHEREAS, On October 9th, 2023 the St. Joseph Planning Commission conducted a public hearing to
consider the application of Summit Commons, 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 B3- General Business District 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 October 9th, 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, South,
West, and East; and
2. That the Conditional Use will be located on a majority of the Subject Property as depicted in
Exhibit A; and
3. 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
4. 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
5. That coniferous trees are proposed on the NE corner of the site along with an eight-foot chain link
fence around the entire perimeter of the site and slotted on the visible southeast, east, and
northeast sides, which will screen the outdoor storage area as best as possible; 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
6. 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
7. That access and restrictions will abide by the recorded access agreement shown in Exhibit B and
proposed vehicular approaches will be designed to not create traffic congestion or interference
with surrounding public thoroughfare or the city’s use of parcel identified as 84.53400.0007; and
8. The storage area will be surfaced with recycled asphalt surfacing which is considered as a “hard
surface”; and
9. The facility will not result in the destruction, loss, or damage of a natural, scenic, or historic
feature of major importance; and
10. 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 application
and all Engineering and Stormwater standards shall be met and approved prior to the Land
Disturbance permit being issued.
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. Prohibition of Junk: At no time shall there be any storage of junked, unlicensed or inoperable
vehicles, or trailers within the storage yard area.
8. 5. Parking Stalls: All parking stalls shall be striped and delineated to clearly define individual
stalls and drive aisles. The striping and delineation shall be maintained year-round.
9. 6. All vehicles and stored trailers shall be parked in designated, striped parking stalls. At no time
shall vehicles and trailers be located outside of stall areas nor block any of the drive access aisles.
7. The outdoor storage area shall be screened by a combination eight-foot chain link fence around
the entire perimeter of the site, and slotted on the visible southeast, east, and northeast sides and
vegetation as shown in Exhibit A.
8. The City shall have the right to inspect the premises for compliance and safety purposes at any
time upon reasonable request. A full site inspection shall occur one year after all required site
improvements have been made and every two years hereafter. The owner may be present during
the inspection and shall be provided with a copy of the inspection report together with a 30 day
opportunity to remedy any deficiencies directly with City staff prior to issuance Notice of Default
as described in Section 14 below.
9. The outdoor storage area shall only be used by users who have entered into an agreement with
the owner.
10. Hours of operation and access to the site by users shall only occur Sunday through Saturday
between the hours of 6AM-9PM.
11. Access into the site shall be controlled by a lockable gate. The gate shall only be accessed
through a key card, key, or similar instrument by the owner, and users. A DAMA Box shall be
installed at the front of the gate to allow emergency vehicle access.
12. Owner shall dedicate the necessary easements for future sewage force main within the subject
property. Location and width of easement shall be determined by mutual agreement of the Owner,
and the City and shall meet the criteria of the City Engineer. Easement shall be dedicated when a
sewage force main is needed to service adjacent properties or prior to a change in the use of the
property from its proposed use as an outdoor storage facility whichever occurs first. When sewer
and water gravity lines are available the owner shall be allowed one water and sewer connection
along with one SAC and WAC credit provided the owner dedicates the necessary easements for
the sewage force main and gravity sewer and water lines.
13. Amendment: This Conditional Use Permit and the terms and conditions therein, may be
amended upon Owner’s application to and agreement by the City Council.
14. Revocation: In the event of an ongoing default of the terms and conditions of this agreement,
the City shall provide Owner with 60 days written notice by certified mail of said default, or such
longer period as may be required to remedy the default, and an opportunity to cure the default. In
the event the default remains after said notice period, the City Council may by written notice to
Owner schedule an administrative hearing to review the default and any attempted remedies. After
such a hearing, the City Council may revoke or suspend the Conditional Use Permit, pending cure
of the default, if 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 or suspending the
Conditional Use permit as well as any restoration or determination of compliance shall be filed
with the County Recorder.
15. 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 6th day of November, 2023
CITY OF ST. JOSEPH ATTEST
Mayor, Rick Schultz David Murphy, City Administrator
Document drafted by:
City of St. Joseph
75 Callaway St E
St. Joseph, MN 56374
EXHIBIT A - - - SITE PLAN
EXHIBIT B - - - ACCESS EASEMENT
STAFF MEMO
Prepared by:
City Clerk
Meeting Date:
11-6-23
☐ Consent Agenda Item
☒ Regular Agenda Item
Agenda Item #
6
Reviewed by:
Admin.
Item:
2024 Precinct and Polling Place Designations
ACTION REQUESTED
Motion to approve Resolution 2023-062, Establishing Precincts and Polling Places in the City of
St. Joseph.
BOARD/COMMISSION/COMMITTEE RECOMMENDATION N/A
PREVIOUS COUNCIL ACTION N/A
REFERENCE AND BACKGROUND Anytime there are changes made to precinct boundaries or
polling place locations, council action is needed. In 2022, the City had 3 precincts with 3 polling
place locations. Staff is proposing to revert back to having 2 precincts that would consist of the
following:
Precinct 1: Include all areas west of College Avenue and North of County Road 75. Polling place is
Heritage Hall. (District 13)
Precinct 2: Include all areas east of College Avenue and South of County Road 75. Polling place is
the Government Center. (District 14)
In 2024, there will be three elections: the Presidential Nomination Primary (March 5th), Primary
(August 13th), and General (November 5th). Reducing the precincts will allow for the ability to
make sure there is adequate election judge coverage.
If approved, staff will work with Stearns County and the State on sending notification to affected
residents. Residents that were previously in Precinct 3 will now be combined with Precinct 1.
Maps are included indicating the suggested change.
BUDGET IMPACT N/A
STAFF RECOMMENDED ACTION
Motion to approve Resolution 2023-062, Establishing Precincts and Polling Places in the City of
St. Joseph.
SUPPORTING DATA/ATTACHMENTS
Resolution 2023-062
Map illustrating new precinct orientation
Map showing 2022 precinct boundaries
State Form indicating changes
RESOLUTION 2023-062
RESOLUTION ESTABLISHING PRECINCTS AND POLLING PLACES
WHEREAS, Minnesota Statute section 204B.14, subd.4 states any change in the boundary of an election
precinct must be adopted at least ten weeks before the date of the next election and, for the state primary
and general election or presidential nomination primary, no later than December 1 in the year prior to the
year of the state general election; and,
WHEREAS, the precinct boundary change shall not take effect until notice of the change has been posted
in the office of the City Clerk for at least 56 days.
NOW, THEREFORE BE IT RESOLVED that the City Council of the City of St. Joseph, County of
Stearns, State of Minnesota hereby establishes the boundaries of the voting precincts and polling places as
follows:
Precinct 1 Polling Place– Heritage Hall, 12 Minnesota Street West
Precinct 1 is defined as: That part of St. Joseph Township, Township 124 North, Range 29 West, Stearns
County, Minnesota annexed into the City of St Joseph located in Sections 3 and 10 lying Westerly of the
centerline of County Road 2 and Northerly of the centerline of County Road 75. Also, that part of St.
Joseph Township, Township 124 North, Range 29 West, Stearns County, Minnesota annexed into the
City of St Joseph located in Section 4. Also, that part of St. Joseph Township, Township 124 North,
Range 29 West, Stearns County, Minnesota annexed into the City of St Joseph located in Section 9 lying
Easterly of the Easterly right of way of Interstate 94. Also, that part of St. Joseph Township, Township
124 North, Range 29 West, Stearns County, Minnesota annexed into the City of St Joseph located in
Sections 10, 14, 15 ,16, 22 and 23 lying Easterly of the Easterly right of way of Interstate 94 and lying
Northerly of the Sauk River and Westerly and Southerly of County Road 121 (AKA College Ave S).
Also, Lot One (1), Block One (1) Gatzel Addition, according to the plat and survey thereof on file and of
record in the office of the County Recorder in and for Stearns County, Minnesota.
And,
That part of St. Joseph Township, Township 124 North, Range 29 West, Stearns County, Minnesota
annexed into the City of St Joseph located in Sections 1, 2, 3, 10, 11 and 12 lying Northerly of County
Road 75 and lying Easterly of the centerline of County Road 2. Less and except that part Northeast
Quarter of the Southeast quarter (NE1/4SE1/4) and Southeast Quarter of the Southeast Quarter
(SE1/4SE1/4) of Section 11, Township 124, Range 29 lying Southerly of center line of County Road 134.
Less and except that part of Section 12, Township 124, Range 29 lying southerly of center line of County
Road 134.
Precinct 2 Polling Place – St. Joseph Government Center, 75 Callaway Street East
Precinct 2 is defined as follows: That part of St. Joseph Township, Township 124 North, Range 29 West,
Stearns County, Minnesota annexed into the City of St Joseph located in Sections 10, 11, 14 and 15 lying
Easterly and Northerly of County Road 121 (AKA College Ave S) and lying Southerly of the centerline
of County Road 75.
Resolution Exhibits:
Exhibit A, for illustrative purposes, is a map showing said precincts and the location of each polling
place.
ADOPTED by the City Council this 6th day of November , 2023.
Rick Schultz, Mayor
ATTEST
David Murphy, City Administrator
94
23
75
134
133
133
138
137
134
121
N
O
R
T
H
L
A
N
D
D
R
J A S M I N E L N
C A L L A W A Y S T EMINNESOTA S T W
I R I S L N E
B I R C H S T W
4 AV NW
ELENA LN
2 AV NE
LEAF RD
4 AV
SE
GUMTREE ST E
B A K E R S T E
DALE ST E7
A
V
S
E
9 AV SE
P
O
N
D
V
I
E
W
L
N
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ABL E S T E
3 AV
SW
PEARL DR
91
AV
1
7
A
V
S
E
19 AV NE
12 AV SE
16 AV SE
WESTWOOD PKWY
A S H S T E
1 AV NW
2
A
V
N
W
320 ST
BIRCH ST E
13 AV NE
24 AV NE
ELM ST E
FIR S T E
CEDAR ST E
CALLAWAY ST
304 ST
MULLEN RD
HILL ST W
103 AV
JADE RD
15 AV N
E
FRONTAGE RD FIELD ST
73 AV
20 AV SE
315 ST
21 AV NE
73 AV N
290 ST
Mud
WatabLower W a t a b
Rassier
GreatBelclair
Precinct 2
Precinct 1
ST WENDEL TWP
ST JOSEPH TWP
LE SAUK TWP
Rockville
St. Cloud
Waite Park
Sartell
Stearns County GISDate: 10/26/2023
St Joseph City Precincts
0 0.5 10.25 Miles
COLLEGE AVE S
PRECINCT 2
PRECINCT 3
PRECINCT 1
PRECINCT BOUNDARIES
Esri Canada, Esri, HERE, Garmin, GeoTechnologies, Inc., USGS, METI/
NASA, NGA, EPA, USDA
3/3/2022, 10:18:36 AM
0 0.85 1.70.42 mi
0 1 20.5 km
1:72,224
Web AppBuilder for ArcGIS
Esri Canada, Esri, HERE, Garmin, GeoTechnologies, Inc., USGS, METI/NASA, NGA, EPA, USDA |
* P2 Polling Place
St. Joseph Government Center,
75 Callaway St E
* P3 Polling Place
Resurrection Lutheran Church, 610 CR 2
*P1 Polling Place
Heritage Hall,
12 MN St W
2022
Office of the Minnesota Secretary of State
Precinct Boundary Change Notice
Municipal clerks and county auditors may use this form to notify the Secretary of State within 30 days of any precinct
boundary change, as required by Minnesota Statutes 204B.14, subd. 5, or to request correction of an election district
boundary under Minnesota Statutes 204.146, subd. 3. See page 2 for details about the statutes relating to precincts and
election districts.
Contact Information
City/Town/County
Phone number
Name
Title
Address
City, State and Zip Code
Email address
Boundary change
Reason for change
2022 Redistricting
Annexation/Detachment—specify OAH Docket number(s):
Other changes by municipality or county:
Precincts involved
Territory that was in precinct will now be in precinct
Attach additional sheets if more explanation is necessary.
Election district boundary change request
Check if requesting change in election district boundary (boundary adjustments only—see page 2)
If checked, include the number of registered voters affected by each boundary adjustment:
Supplemental materials
A copy of relevant resolutions/ordinances and a map clearly showing new boundaries are requested.
These supplemental materials are attached with this form
These supplemental materials were submitted to the Office of Administrative Hearings as part of boundary
adjustment proceedings, and are available on the Municipal Boundary Adjustment website.
This office will contact the person named above with any additional questions.
Submitting this notice
Return form and materials via email (elections.dept@state.mn.us), fax (651-296-9073) or postal mail (Elections Division,
Secretary of State, 180 State Office Building, 100 Rev. Dr. Martin Luther King Jr. Blvd, Saint Paul, MN 55155). For
questions, email or call 651-215-1440.
Rev. 1/2022
Office of the Minnesota Secretary of State
Information about precincts
What are precincts?
Precincts are the basic geographical units for organizing and administering elections. Each city and town has at least one
precinct. A municipality may be subdivided into more than one precinct by its city council or town board. An
unorganized area may be subdivided into more than one precinct by the county board. One precinct may not be in more
than one:
•Congressional district (Minnesota Statutes 204B.14, subd. 3)
•Legislative district (Minnesota Statutes 204B.14, subd. 3)
•County commissioner district (Minnesota Statutes 375.025, subd. 1)
•Soil and water conservation district that is elected by district (Minnesota Statutes 103C.311, subd. 2(c) )
•City ward (Minnesota Statutes 204B.14, subd. 2(a)(1) )
When can precincts change?
•Even years (except Redistricting): precinct changes may not be adopted later than December 1 of the prior year
(M.S. 204B.14, subd. 4)
•Odd years (except Redistricting): precinct changes must be adopted at least ten weeks before the next election
(Minnesota Statutes 204B.14, subd. 4)
•Redistricting: from January 1, 2020 until the legislature has been redistricted, no changes may be made to precinct
boundaries except due to annexations adjacent to the municipal boundary, and subdividing existing precincts. First
class cities electing council members by ward in 2021 also have an exception. (Minnesota Statutes 204B.14, subd. 3)
What about boundary adjustments?
Precinct changes due to municipal boundary adjustments under Minnesota Statutes 414 that are effective more than 21
days before a regularly scheduled election take effect at the scheduled election. Those that are effective less than 21
days before a regularly scheduled election take effect the day after the scheduled election. (Minnesota Statutes
204B.14, subd. 4a)
Information about election districts
What are election districts?
Election districts are areas that elect a representative to a governmental body. Examples include congressional districts
at the federal level, senate and legislative seats at the state level, commissioner districts at the county level, wards at
the city level, and board member districts in certain school districts.
When can election districts change?
Election districts usually only change after the decennial census as part of the redistricting process.
In addition to that, the secretary of state may order corrections to election district boundaries in certain circumstances:
when a municipal boundary that is coterminous with a congressional, legislative, or county commissioner district, or a
soil and water conversation supervisor district boundary that is elected by district has changed, and the affected
territory contains 50 or fewer registered voters. Due to this requirement, if requesting an election district change,
include the number of registered voters. If an election district change is not requested, a new precinct may be required.
An election district boundary change done in this way is effective 28 days after the date the order is issued. (Minnesota
Statutes 204B.146, subd. 3)
STAFF MEMO
Prepared by:
Jeff Taufen, Fire Chief
Meeting Date:
11-6-23
☐Consent Agenda Item
☒Regular Agenda Item
Agenda Item #
7
Reviewed by:
David Murphy, Admin.
Item:
Purchase Fire Fighter Turnout Gear
ACTION REQUESTED
Requesting Approval to Purchase up to 19 sets of new turn out gear.
BOARD/COMMISSION/COMMITTEE RECOMMENDATION N/A
PREVIOUS COUNCIL ACTION
none
REFERENCE AND BACKGROUND
NFPA 1851 states that firefighters can safely use their protective ensemble and its elements for
up to 10 years. Note that the date used to determine bunker gear's longevity is its manufacture
date, not the date the gear started service. At 10 years past this date, the bunker gear expires
and should get retired.
The Fire Chief has tried to space out the purchase of gear to help with the budget. Due
members retiring and new members starting we need to purchase 19 sets to stay within the
NFPA.
All new members are fitted with current gear and when they complete their minimum
requirements, they get fitted for new gear.
Current members will need to replace their gear after the 10-year manufacture date.
BUDGET IMPACT
Each set is $3,431.00. That is for a new coat and pants, for a total of $65,189.00.
(Boots and helmet are not included. The relief purchased 30 new helmets back in 2015 and the
boots get ordered when needed.)
Would like to use the Public Safety Aid for this purchase.
STAFF RECOMMENDED ACTION
Motion to move forward with the purchase of 19 new turnout gear sets and use the Public
Safety Aid.
SUPPORTING DATA/ATTACHMENTS
See attached roster of current gear for all members.
ST. JOSEPH FIRE DEPARTMENT
PRESONNEL GEAR
NFPA STATES TURNOURT GEAR NEEDS TO BE REPLACED
AFTER 10 YEARS OF BEING IN SERVICE
As of 10-10-23
DUE ID NAME PANTS COAT HELMET BOOT SIZE
2032 1001 BONACCI, DOMINIC 6/1/2022 6/1/2022 5/21/2015
2024 0401 BRILL, SHIRLIE 6/1/2014 6/1/2014 5/21/2015 20138 - WOMENS
2024 1301 BYE, JOE 12/1/2014 12/1/2014 5/21/2015 2015 10.5W
2023 1201 FOLKERTS, MIKE 3/1/2013 3/1/2013 5/21/2015 2013 11W
2201 HOLLAND, CADE 5/21/2015
2032 1501 HUNT, JUSTIN 6/1/2022 6/1/2022 5/21/2015
2022 2101 JACOBSON, BRET 3/1/2013 3/1/2013 5/21/2015
2022 0403 JACOBSON, KEN 7/15/2012 7/15/2012 5/21/2015 2013 9W
2032 2002 KOEPKE, TYLE 6/1/2022 6/1/2022 5/21/2015
2022 9901 KREKELBERG, KURT 7/15/2012 7/15/2012 5/21/2015 2014 12.5W
2026 1401 KREMER, ANDREW 4/13/2016 4/13/2016 5/21/2015 2015 10.5
2023 0902 LOUWAGIE, KEITH 11/1/2013 11/1/2013 5/21/2015 2013 11.5W
2023 1202 MOLITOR, CORY 7/1/2013 7/1/2013 5/21/2015 2014 10.5
2023 2102 MOONEY, ANDREW 7/1/2013 7/1/2013 5/21/2015
2026 1402 ORCUTT, JOE 4/13/2016 4/13/2016 5/21/2015 2015 10.5
2022 2202 PALMER, CLARK 6/1/2012 6/1/2012 5/21/2015
2022 0404 PROM, JOHN 7/15/2012 7/15/2012 5/21/2015 2013 11W
2032 2003 RICHTER, JAKE 6/1/2022 6/1/2022 5/21/2015
2025 0504 SALZER, DAVE 9/28/2005 9/28/2005 5/21/2015 2013 12
2032 1902 SCPANIAK, ADAM 6/1/2022 6/1/2022 5/21/2015
2022 0505 SCHLOEMER, JOSH 7/15/2012 7/15/2012 5/21/2015 2015 13M
2023 1203 SCHMIDT, RON 3/1/2013 3/1/2013 5/21/2015 2013 10.5
2022 2103 STANEART, COLE 7/15/2012 7/15/2012 5/21/2015
2022 2103 TAUFEN, JACK 6/1/2011 6/1/2011 5/21/2015
2022 9603 TAUFEN, JEFF 7/15/2012 7/15/2012 5/21/2015 2013 9W
2027 1502 VOIGT, DAN 6/1/2017 6/1/2017 5/21/2015
2024 2301 WELTERS, JEREMY 7/1/2014 7/1/2014 5/21/2015
2024 2302 WILKINS, JOSH 7/1/2014 7/1/2014 5/21/2015
COMMENTS:
PROBATION
NEEDED
ORDERED
Next Year
STAFF MEMO
Prepared by:
Police Chief
Meeting Date:
11/6/2023
☐Consent Agenda Item
☐Regular Agenda Item
Agenda Item #
8
Reviewed by: Item:
Purchase Stalker Brand Radar System
ACTION REQUESTED
Purchase 5 new Stalker brand radar units and 1 handheld lidar laser
BOARD/COMMISSION/COMMITTEE RECOMMENDATION N/A
PREVIOUS COUNCIL ACTION N/A
REFERENCE AND BACKGROUND We currently have a Stalker unit in squad 701 that has
malfunctioned and is no longer able to be repaired. The unit was purchased in 2013. We have
similar units in squads 702, 703, 704, and 705. All were purchased prior to 2016. The life on all
of them is 7 to 10 years. Each unit carries a 3 year no questions asked warranty. The cost for
these units on state contract is $3450 each. Stalker is currently running a November promotion,
buy 4 units receive 5th free. Also, during this November promotion, we can purchase a Laser
Radar for $2695. This is $300 off new pricing. The laser unit we have is costly to repair and
batteries need to be upgraded which is costly. Last unit was acquired under a Safe and Sober
grant in 2008 and is 14 to 15 years old.
The purchase of this equipment will be funded by using ARPA dollars.
BUDGET IMPACT
$16,240.00 from ARPA
STAFF RECOMMENDED ACTION
Approve the purchase of radars for police department squads using ARPA funds in the amount of
$16,240.00.
SUPPORTING DATA/ATTACHMENTS
Stalker Quote
radar
855 E. Collins Blvd
Richardson, TX 75081
Phone: 972-398-3780
Fax: 972-398-3781
applied concepts, inc.
QUOTE
National Toll Free: 1-800- STALKER
Page 1 of 3
10/25/23
Reg Sales Mgr:
#
Effective From :Lead Time:
Date:
Bill To:Ship To:
St Joseph Police Dept
PO Box 268
Saint Joseph, MN 56374-0268
Accounts Payable
St Joseph Police Dept
75 Callaway St E
Saint Joseph, MN 56374-3400
Chief Dwight Pfannenstein
FedEx Ground563741Customer ID:
2079733
Peter Bauer
972-398-3780Inside Sales Partner:
Valid Through:11/10/2023 35 working days
Pam Schneidewind
+1-972-801-4890
10/17/2023
pams@stalkerradar.com peter@stalkerradar.com
Qty Part Number Description Price Ext PriceLn
200-1602-531 $0.001Ruggedized RLR Lidar
200-1053-102 $0.002Lidar RLR Battery Cell, ACI Build
200-1092-011 $0.003Lidar RLR Dual Bay Battery Charger
035-0211-001 $0.004Soft Storage Bag
011-0002-001 $0.005Lidar Certificate of Accuracy
011-0231-001 $0.006Lidar RLR Quick Start Guide
035-0389-001 $0.007Lidar Shipping Box w/Foam
060-1000-241 $0.00824-Month Warranty
Group Total $2,695.00
Grp Qty Package Description Price Ext PriceWrnty/Mo
1 1 808-6125-00 Stalker Lidar RLR - w/BT, DL & FTC, 2 Batteries, D $2,695.00 $2,695.0024
Qty Part Number Description Price Ext PriceLn
200-0965-403 $0.0092X Counting Unit, 1.5 PCB
200-1350-003 $0.00102X LCD Display
200-1468-00*3 $0.0011Dual DSR Ka Antenna
200-1468-01*3 $0.00122X Rear Antenna
200-0918-003 $0.0013Stalker 2X Instant On Remote Control
200-0769-003 $0.001425 MPH/40 KPH KA Tuning Fork
200-0770-003 $0.001540 MPH/64 KPH KA Tuning Fork
200-0648-003 $0.0016Display Sun Shield
200-0243-003 $0.0017Counting/Display Tall Mount
200-0244-003 $0.0018Antenna Dash Mount
200-0245-003 $0.0019Antenna Tall Deck Mount
155-2591-083 $0.00208 Foot Antenna Cable, IP67
155-2591-203 $0.002120 Foot Antenna Cable, IP67
200-0622-003 $0.0022VSS Cable Kit
200-0619-003 $0.00232X Documentation Kit
035-0361-003 $0.0024Shipping Container, Dash Mounted Radar
060-1000-363 $0.002536 Month Warranty
Group Total $10,350.00
Grp Qty Package Description Price Ext PriceWrnty/Mo
2 3 807-0012-00 DSR 2X-I Radar with LCD Display-2017,2018,2023 Ford $3,450.00 $10,350.0036
** Continued on Next Page **
radar
855 E. Collins Blvd
Richardson, TX 75081
Phone: 972-398-3780
Fax: 972-398-3781
applied concepts, inc.
QUOTE
National Toll Free: 1-800- STALKER
Page 2 of 3
10/25/23
Reg Sales Mgr:
#
Effective From :Lead Time:
Date:
Bill To:Ship To:
St Joseph Police Dept
PO Box 268
Saint Joseph, MN 56374-0268
Accounts Payable
St Joseph Police Dept
75 Callaway St E
Saint Joseph, MN 56374-3400
Chief Dwight Pfannenstein
FedEx Ground563741Customer ID:
2079733
Peter Bauer
972-398-3780Inside Sales Partner:
Valid Through:11/10/2023 35 working days
Pam Schneidewind
+1-972-801-4890
10/17/2023
pams@stalkerradar.com peter@stalkerradar.com
Qty Part Number Description Price Ext PriceLn
200-0965-401 $0.00262X Counting Unit, 1.5 PCB
200-1350-001 $0.00272X LCD Display
200-1468-00*1 $0.0028Dual DSR Ka Antenna
200-1468-01*1 $0.00292X Rear Antenna
200-0918-001 $0.0030Stalker 2X Instant On Remote Control
200-0769-001 $0.003125 MPH/40 KPH KA Tuning Fork
200-0770-001 $0.003240 MPH/64 KPH KA Tuning Fork
200-0648-001 $0.0033Display Sun Shield
200-0243-001 $0.0034Counting/Display Tall Mount
200-0244-001 $0.0035Antenna Dash Mount
200-0245-001 $0.0036Antenna Tall Deck Mount
155-2591-081 $0.00378 Foot Antenna Cable, IP67
155-2591-201 $0.003820 Foot Antenna Cable, IP67
200-0622-011 $0.00392015-Present Tahoe VSS Cable Kit
200-0619-001 $0.00402X Documentation Kit
035-0361-001 $0.0041Shipping Container, Dash Mounted Radar
060-1000-361 $0.004236 Month Warranty
Group Total $3,450.00
Grp Qty Package Description Price Ext PriceWrnty/Mo
3 1 807-0012-00 DSR 2X-I Radar with LCD Display- 2024 Chevy Tahoe $3,450.00 $3,450.0036
Qty Part Number Description Price Ext PriceLn
200-0965-401 $0.00442X Counting Unit, 1.5 PCB
200-1350-001 $0.00452X LCD Display
200-1468-00*1 $0.0046Dual DSR Ka Antenna
200-1468-01*1 $0.00472X Rear Antenna
200-0918-001 $0.0048Stalker 2X Instant On Remote Control
200-0769-001 $0.004925 MPH/40 KPH KA Tuning Fork
200-0770-001 $0.005040 MPH/64 KPH KA Tuning Fork
200-0648-001 $0.0051Display Sun Shield
200-0243-001 $0.0052Counting/Display Tall Mount
Grp Qty Package Description Price Ext PriceWrnty/Mo
4 1 807-0012-00 DSR 2X-I Radar with LCD Display- 2022 Chevy Tahoe $0.00 $0.0036
** Continued on Next Page **
radar
855 E. Collins Blvd
Richardson, TX 75081
Phone: 972-398-3780
Fax: 972-398-3781
applied concepts, inc.
QUOTE
National Toll Free: 1-800- STALKER
Page 3 of 3
10/25/23
Reg Sales Mgr:
#
Effective From :Lead Time:
Date:
Bill To:Ship To:
St Joseph Police Dept
PO Box 268
Saint Joseph, MN 56374-0268
Accounts Payable
St Joseph Police Dept
75 Callaway St E
Saint Joseph, MN 56374-3400
Chief Dwight Pfannenstein
FedEx Ground563741Customer ID:
2079733
Peter Bauer
972-398-3780Inside Sales Partner:
Valid Through:11/10/2023 35 working days
Pam Schneidewind
+1-972-801-4890
10/17/2023
pams@stalkerradar.com peter@stalkerradar.com
Qty Part Number Description Price Ext PriceLn
200-0244-001 $0.0053Antenna Dash Mount
200-0245-001 $0.0054Antenna Tall Deck Mount
155-2591-081 $0.00558 Foot Antenna Cable, IP67
155-2591-201 $0.005620 Foot Antenna Cable, IP67
200-0622-011 $0.00572015-Present Tahoe VSS Cable Kit
200-0619-001 $0.00582X Documentation Kit
035-0361-001 $0.0059Shipping Container, Dash Mounted Radar
060-1000-361 $0.006036 Month Warranty
005-8037-001 $0.00 $0.00612023 Promo Pricing - Buy 4 2X get 1 Free
Group Total $0.00
Grp Qty Package Description Price Ext PriceWrnty/Mo
4 1 807-0012-00 DSR 2X-I Radar with LCD Display- 2022 Chevy Tahoe $0.00 $0.0036
Vehicle Information:
2022 Chevrolet Tahoe SUV
2018 Ford Explorer
2023 Ford Explorer
2024 Chevrolet Tahoe SUV
2017 Ford Explorer
Sub-Total:
Sales Tax
Shipping & Handling:
Total: USD
Product
Discount
Payment Terms:
300.00
001
$16,495.00
$300.00
$16,195.00
0%$0.00
$45.00
$16,240.00Net 30 days
This Quote or Purchase Order is subject in all respects to the Terms and Conditions detailed at the back of this document. These
Terms and Conditions contain limitations of liability, waivers of liability even for our own negligence, and indemnification provisions,
all of which may affect your rights. Please review these Terms and Conditions carefully before proceeding.
STAFF MEMO
Prepared by:
Randy Sabart
Meeting Date:
November 6,
2023
☐Consent Agenda Item
☒Regular Agenda Item
Agenda Item #
Reviewed by: Item:
2024 Elm Street Final Design Phase Services
ACTION REQUESTED
Execute SEH Professional Services Agreement for Final Design Phase Services for 2024 Elm St
Improvements
BOARD/COMMISSION/COMMITTEE RECOMMENDATION
PREVIOUS COUNCIL ACTION
Ordered preparation of feasibility reports for 2023 Street Improvements and 2024 Elm
Street Improvements.
REFERENCE AND BACKGROUND
The City’s 2019 Pavement Maintenance Plan identifies scheduled bituminous surfacing
improvements for 2023 on several neighborhood streets within parts of the Northland Plat 4 and
5 Additions, Losos 2nd, 4th, and 5th Additions, and the St. Joseph Additions.
Stearns County has proposed reconstruction and expansion improvements to CSAH 133 between
CSAH 75 and 15th Ave in 2024. The City’s 2012 Transportation Plan identifies development of a
planned collector street at Elm St between Northland Dr and CR 133. As such, the feasibility
report addresses both pending bituminous street resurfacing improvements to the existing
segments of Elm St together with the proposed construction of a new street connection
between the two street segments and in the vicinity of the new StorageLink development.
BUDGET IMPACT
$36,600
STAFF RECOMMENDED ACTION
Execute Professional Services Agreement with SEH.
SUPPORTING DATA/ATTACHMENTS
Supplemental Agreement
9a
Engineers | Architects | Planners | Scientists
Short Elliott Hendrickson Inc., 2351 Connecticut Avenue, Suite 300, Sartell, Minnesota 56377
651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com
SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer
November 1, 2023 RE: St. Joseph, Minnesota
2024 Elm Street Improvements
Final Design Services
SEH No. STJOE 170478 10.03
Honorable Mayor and City Council
c/o Mr. David Murphy, Administrator
City of St. Joseph
75 Callaway Street East
St. Joseph, MN 56374
Dear Mayor and Members of the Council:
This letter supplements the Agreement for Professional Services between City of St. Joseph, Minnesota,
Owner, and Short Elliott Hendrickson Inc. (SEH) dated July 1, 2006, and addresses providing Final
Design Phase services in connection with new street and resurfacing improvements to Elm Street East
between the existing cul-de-sac in the Indian Hill Park subdivision and the segment in Buettner Business
Park subdivision (hereinafter called the “Project”).
Our services will consist of:
Prepare construction drawings (plans) and specifications for the Project based on the approved
Feasibility Report, dated March 23, 2023.
Furnish a final engineer’s opinion of probable construction cost for the Project based on the
completed drawings and specifications.
Provide assistance with preparing and submitting regulatory agency permit applications.
o Anticipated permits:
MPCA NPDES Construction Storm Water
Stearns County Right of Way
Assist the Owner in preparing final special assessment roll and conducting the Chapter 429
special assessment public hearing. Assistance does not include providing legal counsel or
appraisal services related to measuring special market value benefits associated with the Project.
Prepare proposal form and notice to bidders.
Assist the Owner in obtaining and evaluating bids and awarding a contract for construction of the Project:
o Prepare proposal form and notice to bidders.
o Answer pre-bid questions from bidders.
o Conduct a virtual bid opening through QuestCDN.
o Review and tabulate bids received by the Owner.
All as set forth in this letter and the Agreement for Professional Services between SEH and City of St. Joseph,
Minnesota dated July 1, 2006. We will also furnish such Additional Services as you may request or as required.
Additional Services:
The following services from SEH are not included in this proposal but, if required, can be provided to the
City of St. Joseph:
Preparation of environmental documents (mitigation permits).
Attendance at regulatory agency review meetings.
Reproduction of deliverables in addition to the scope identified above.
Right of way acquisition/platting services.
Construction Phase Services.
Mr. David Murphy
November 1, 2023
Page 2
We will also furnish such Additional Services as you may request or as required. Additional Services that
may be provided, but are not included in the proposed scope of work, include:
You will pay us a fee for our services, currently estimated to be $36,600, in accordance with Exhibit C-2,
Lump Sum method.
Payment for additional services shall be based on the time required to perform the services and the
billable rates for the principals and employees engaged directly on the Project, plus charges for expenses
and equipment, all in accordance with Exhibit C-1.
We will start our services promptly after receipt of your authorization. We estimate our services will be
completed after 5 months. If there are delays in the Project that are beyond our control, you agree to
grant additional time to complete the services.
Your budgetary limitations for construction of the Project should be provided to us in writing at an early
date. We will endeavor to work within those limitations. Where appropriate, if the estimated cost exceeds
the budget, we will either request an adjustment in the budget or suggest a revision in the extent or
quality of the Project to assist in bringing construction cost back within the budget. We do not guarantee
that our opinions of probable construction cost will not differ materially from negotiated prices or bids. If
you wish greater assurance as to probable construction cost or if you wish formal estimates, an
independent cost estimator should be employed as provided in Section IV.A. of the Agreement and in
Exhibit B.
This letter and the Agreement for Professional Services dated July 1, 2006, along with Exhibits A, B, C-1,
and D represent the entire understanding between you and us in respect of the Project and may only be
modified in writing signed by both of us. If it satisfactorily sets forth your understanding of our agreement,
please sign the enclosed copy of this letter in the space provided below and return it to us.
Sincerely,
SHORT ELLIOTT HENDRICKSON INC.
Randy Sabart, PE
Principal
(Lic. MN)
mrb
https://sehincazure.sharepoint.com/sites/contractmanagement/contract documents/contracts/4628 - stjoe_2/contract/2023.10.31 letter_proposal-4448.docx
Accepted by: City of St. Joseph, Minnesota
By: Date:
Authorized Client Signature