HomeMy WebLinkAbout04-10-2023 Council PacketAgenda
Council Meeting
Monday, April 10, 2023 6:00 P.M.
Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356
952-249-4600 / www.ci.orono.mn.us
Sign up for email notifications at www.ci.orono.mn.us
Roll Call
Pledge of Allegiance
Approval of Agenda
Consent Agenda
1. City Council Meeting Minutes of March 27, 2023
2. Claims/Bills
3. Approval of Gambling License – Orono Baseball – Resolution No. 7357
4. Approval of Rental License
5. Next Work Session Draft Agenda
6. Approval of Collective Bargaining Agreement with IUOE, Local 49
7. Delegated Contract Process (DCP) Agreement with MnDOT – Resolution No. 7356
8. Watermain Replacement Project (22-023) – Change Order #2
9. 2023 Sanitary Sewer Inspection
10. Adoption of New Storm Water Pollution Prevention Program Project #22-029
11. Appointment of 2023 Seasonal Employees V2
12. LA23-000003 – Joseph Ulhorn (H+U Construction), 200 Wayzata Blvd. W., Conditional Use Permit –
Resolution No. 7358
13. 2023 Sewer Rehabilitation Award (23-014)
14. Authorization to Accept Brad Schoenherr Resignation
Parks Report
15. Approval of Hackberry Master Plan Design Services
Finance Report
City Attorney Report
City Administrator/Engineer Report
Public Comments – (Limit 3 Minutes per Person)
This is an opportunity for the public to address the City Council. The council will not engage in
discussion or take action on items presented at this time. However, the council may refer issues to staff
for follow up or consideration at a future meeting. Speakers should state their name and home address at
the podium before speaking.
Mayor/Council Report
Closed Session: Attorney – Client Privileged Discussion
16. This meeting will be closed as permitted by the attorney-client privilege, Minn. Stat. 13D.05 Subd.
3 (b) to discuss litigation strategy regarding Lake Minnetonka Real Estate II, LLC vs. City of
Orono.
Agenda
Council Meeting
Monday, April 10, 2023 6:00 P.M.
Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356
952-249-4600 / www.ci.orono.mn.us
Sign up for email notifications at www.ci.orono.mn.us
Adjournment
Upcoming Events
2023
04/17 Planning Commission Meeting, 6:00 p.m. (Alisa Benson)
04/24 Council Work Session, 5:00 p.m.
04/24 Council Meeting, 6:00 p.m.
05/01 Park Commission Meeting, 6:00 p.m.
05/08 Council Work Session, 5:00 p.m.
05/08 Council Meeting, 6:00 p.m.
05/15 Planning Commission Meeting, 6:00 p.m. (Victoria Seals)
05/22 Council Work Session, 5:00 p.m.
05/22 Council Meeting, 6:00 p.m.
05/29 City Offices Closed
06/05 Park Commission Work Session, 6:00 p.m.
06/12 Council Work Session, 5:00 p.m.
06/12 Council Meeting, 6:00 p.m.
06/20 Planning Commission Meeting, 6:00 p.m. (Matt Johnson)
MINUTES OF THE
ORONO CITY COUNCIL MEETING
MARCH 21, 2023
6:00 o’clock p.m.
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Page 1 of 8
ROLL CALL
The Orono City Council met on the above-mentioned date with the following members present: Mayor
Dennis Walsh, City Council Members Alisa Benson, Richard Crosby III, and Victoria Seals. Council
Member Matt Johnson was absent. Representing Staff were City Attorney Jack Brooksbank, City
Administrator/Engineer Adam Edwards, Finance Director Ron Olson, Community Development Director
Laura Oakden and City Clerk Anna Carlson.
Mayor Walsh called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance.
APPROVAL OF AGENDA
CONSENT AGENDA
1. CITY COUNCIL MEETING MINUTES OF MARCH 13, 2023.
2. CLAIMS/BILLS
3. APPROVAL OF RENTAL LICENSES
4. APPROVAL OF PLANNING COMMISSION APPOINTMENTS–RESOLUTION NO.
7347
5. APPROVAL OF NEXT WORK SESSION AGENDA
6. APPROVAL TO ACCEPT DONATION–BRIAN GERHARDSON–RESOLUTIONNO.
7348
7. APPROVAL OF APPRECIATION OF BARRY RATHBUN–RESOLUTION NO. 7349
8. APPROVALTO ALLOCATE 2021 ROAD PROJECT COSTS
9. APPROVAL TOESTABLISH POLICE AND FIRE CAPITAL FUNDS–RESOLUTION
NO. 7350& RESOLUTION NO. 7351
10. LA22-000070–STACY KROMENHOEK, 4085 WATERTOWN ROAD, AFTER-THE-
FACT VARIANCE–RESOLUTIONNO.7352
11. LA23-000001–LECY BROS HOME & REMODELING, 2617 CASCO POINT ROAD-
HARDCOVER VARIANCE–RESOLUTIONNO. 7353
12. LA23-000009–NEIL WEBERO/B/O ORONO APARTMENTS LLC, 2475 KELLEY
PARKWAY, FINAL MASTERDEVELOPMENT PLAN (LA20-000001)-
3RDEXTENSION–RESOLUTIONNO. 7354
Crosby moved, Benson seconded, to approve the Agenda and Consent Agenda with Item 5
removed. VOTE: Ayes 4, Nays 0.
5. APPROVAL OF NEXT WORK SESSION AGENDA
MINUTES OF THE
ORONO CITY COUNCIL MEETING
MARCH 21, 2023
6:00 o’clock p.m.
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Page 2 of 8
Walsh said he pulled this item off the consent agenda because the only topic is potential 2024 road fixes,
which shouldn’t require an hour so the meeting could start at 5:30 p.m. instead of 5 p.m.
Walsh moved, Crosby seconded, to approve changing the time of the April 10 City Council work
session to 5:30 p.m. VOTE: Ayes 4, Nays 0.
CITY CLERK REPORT
13. APPROVAL OF AMENDED 2023 ANNUAL APPOINTMENTS–RESOLUTION NO.
7355
Clerk Carlson said the purpose of this action item is to amend Resolution No. 7355, the City of Orono
appointments for 2023, by appointing City representatives for the Northwest Hennepin League of
Municipalities and adding a deputy chair to the Orono Park Commission. The Council has shown interest
in participating in the Northwest Hennepin League of Municipalities so at the request of the mayor, two
members would be appointed to represent the City at those meetings. The amendment calls for Dennis
Walsh and Matt Johnson to be appointed to the NWHLM and current Park Commissioner Cameron Porter
to serve as the Deputy Park chair.
Benson pointed out no member of Council has chosen to attend the NWHLM since 2017 until she was
invited to attend and started doing so. Also, the 2023 annual appointments for Orono were voted on at the
December meeting before her term of office began, which did not give her a voice or an opportunity to
express her interests or skills in those 2023 appointments. She noted neighboring cities make those
appointments in January as required by State Statues 412.121. She had been invited to attend the
Northwest Hennepin League meetings and has had an active interest in it. I think it's important for
Council Members who have an interest in learning and growing in their role to have a chance to do so. As
it's written, I don't support this proposed amendment, given the historic lack of interest on the part of the
this current Council, despite many opportunities to attend. Also, she noted the way this is written it
effectively prevents her from attending. She added, regardless, she believes that Orono should look at
amending its practice of making committee appointments in December instead of January, and also
making it a regular agenda item rather than on Consent.
Walsh said he hadn’t been able to attend NWHLM meetings for a few years because of family
responsibilities, but now that his children can drive, his evenings are more free. And based on the
behavior of Councilmember Benson and her actions at those meetings, he could not in good conscience
put her as a representative of this City in an organization like that.
Walsh moved, Crosby seconded, to approve amended 2023 Annual Appointments Resolution 7355
as submitted. VOTE: Ayes 3, Nays 1 (Benson).
MINUTES OF THE
ORONO CITY COUNCIL MEETING
MARCH 21, 2023
6:00 o’clock p.m.
_____________________________________________________________________________________
Page 3 of 8
FINANCE DIRECTOR REPORT
14. CHANGE PHONESERVICE PROVIDER
Finance Director Olson said about a month ago City Hall’s phones were down for about two days. We
started talking to providers and they were recommending SIP technology which uses their phone lines
over our fiber connection rather than the old copper because phone companies are getting rid of copper
connections. The City staff solicited several quotes from providers including the City’s current provider
and selected Nova Systems based on price and customer service. The City will cut its phone bill for
primary phones in about half, will eventually be able to save another $1,000 per month and will have a
state-of-the-market system for communications. It will take two weeks before the new system is in place.
Olson said his report was informational as the action is far below the level that would require Council
approval.
Seals said she had two unrelated but related questions, related because they involved tech. She said she
has had a couple of phone calls in the last week complaining about Mediacom and these complaints have
been consistent. Seals asked is that something that down the road we can look at again?
City Administrator Edwards said there's no prohibition from other competitors coming into our market.
Mediacom doesn't have a monopoly but happens to have been the first to come out here, and the first to
build out. There is opportunity for other competitors to come out. I assume the market forces have to be
such that they think they can make some money doing so. We don't have a direct input into those small
telecoms that come through, but there are opportunities. We haven't done anything where we've tried to
partner with a provider to give them some kind of financial incentives or something like that.
Walsh said the City has made attempts to talk to other providers.
Seals said her second question concerns progress on updating the video system for City Hall.
Edwards said that is something that will be coming to the Council, hopefully in the near future. The City
has been looking at other systems with hardware and software needs and getting quotes.
COMMUNITY DEVELOPMENT REPORT
Community Development Director Oakden had nothing to report.
CITY ATTORNEY REPORT
Standing in for City Attorney Mattick, Jack Brooksbank said he wanted to briefly touch on
Councilmember Benson’s concerns about the City commission and committee appointment process.
There are one or two specific positions where the statute does mention a first meeting of the year. He said
it looks like the appointments were moved a few years ago, probably just for convenience so that all the
appointments were done at one time. A note has been made to move those appointments for the next year.
Whether to make the appointments as two rounds or to move everything, is going to be a policy decision
for the Council. He added the timing does not affect the validity of those appointments.
MINUTES OF THE
ORONO CITY COUNCIL MEETING
MARCH 21, 2023
6:00 o’clock p.m.
_____________________________________________________________________________________
Page 4 of 8
CITY ADMINISTRATOR/ENGINEER REPORT
City Administrator Edwards had nothing to report.
PUBLIC COMMENTS
Walsh opened public comments but said before public comments, he wanted to pick up from the end of
the last City Council meeting with credibility issues concerning Councilmember Benson and Brad
Erickson who he called her biggest financial supporter. He said some new information had come to light
in the form of an affidavit where Erickson allegedly admitted lying to police. So I'm going to finish with a
quote from Thomas Jefferson. “He who permits himself to tell a lie once finds it much easier to do it a
second and third time so at length, it becomes habitual. He tells lies without attending to it, and truths
without the world's believing him. The falsehood of the tongue leads to that of the heart and in time
depraves all its good dispositions”.
Kim Carswell 261 Cygnet Place, said I just have a statement to make. Wouldn't it be impressive to
observe a collaborative Council meeting without verbal tongue beatings? Wouldn't it be terrific for the
Council to pay attention to others without dismay, avoiding the bored facial expressions that we see
today? Wouldn't it be fantastic to see the Mayor speak to all with a respectful tone, without consistently
feeling the need to pick up an old bone? Wouldn’t it be great for the meetings to end on a positive note
without the rancor and negativity that fill all the quotes? Wouldn't it be wonderful to see more kindness
and respect for our Mayor, to the others that people elect? I'd like to put that in the minutes please.
James Elder, 195 South Brown Road, Orono, said he was pleased that Mayor Walsh, at his public coffee
meeting the previous week, stated there would be an open discussion regarding the Orono Fire
Department, including questions and answers, at a future Council meeting after disclosure by staff of cost
estimates and needs assessment. However, he said he believes it is necessary to devote time to a public
hearing in a larger venue to accommodate the hundreds of Orono citizens very interested and affected by
this matter. The expenditure of many millions of tax dollars on a redundant Fire Department building
warrants a full and accurate discussion. By one estimate, a $4 million capital expenditure, which many
estimate is low, increases the property tax on a $1 million residence by approximately $850.
Transparency, accuracy, and communication are universally acclaimed principles of good governance.
They are called for here.
Todd Newcomer, 1070 Old Long Lake Road, said there have been many questions asked about how much
the City is going to spend on the proposed Fire Department. Because of his background in fire service, he
said he has been getting many phone calls with questions and one that keeps coming up is in regard to
apparatus and how they're utilized, their life expectancy, and how they are purchased. The department
that I worked for has basically a 10-year life expectancy on fire engines because they have over 60,000
calls a year. Smaller communities such that we live in can extend those life periods out to approximately
15 to 20 years. He said fire engines and fire trucks are two separate things with separate uses and so
trucks, which are not utilized as frequently, have a longer life expectancy and can last upwards of 20
MINUTES OF THE
ORONO CITY COUNCIL MEETING
MARCH 21, 2023
6:00 o’clock p.m.
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Page 5 of 8
years. He said it is his understanding that the ladder truck recently purchased by the City is a 2009 so
already past three quarters of its life expectancy. We're spending three quarters of a million dollars on it,
not counting the refurbishing of it. So we could expect to get another five, six years out of it before we
have to purchase a new one based on national averages.
Walsh said he believes the truck will last another 10 years and that the speaker was talking a lot of
maybes.
Mr. Newcomer said he thinks there are probably four or five fire engines in the fleet that are close to
needing replacing. He added when the needs assessment is presented in the spring it is likely to be a
wake-up call for every community around here as far as how far behind we are.
Chelsea Wetrick, Independence, said the Mayor uses the podium to sit up there and bash people and yet
wants to talk about ethics. She said the Mayor had attacked the one person that wants to do what she's
supposed to do and not look out for herself. And you two sit and follow him around having not a single
thought for yourselves. You people don't want what's best for the City. You want what's best for you and
your pockets. And then you want to talk about how Brad fundraised for her? Who bought racist signs,
who's doing all the illegal stuff? You got into this seat illegally. You sit there and you laugh and you scoff
and you are the biggest liar out there. Why are you not going to sit down with a negotiator or mediator?
Brad Erickson, 2485 Independence Road, said he had spoken with some people from the Northwest
Hennepin League of Municipalities. You really are full of it. Good job trying to box her out, though, the
only person that has shown any interest in a long time. He quoted from a letter Councilmember Benson
had included in the packet for the previous meeting. He said her suggestion was that members of the
Council, with the assistance of staff, locate an independent mediator to help find a solution to this
problem. The League of Minnesota Cities offers these resources. He noted he had not seen
Councilmember Crosby since November 28. That's a long time. You want to go after me and then start
running out for the next three months? He said he had a two-hour meeting with his attorney last Thursday
and the Council could expect something this week. So where have you been Mr. Crosby? Why can't you
answer any questions about the Proud Boys and about the Capitol steps? Did you see we made the paper
again? You know you're gonna be answering those questions. Why were you standing up here
crowdfunding in front of this sign of this City, this honorable City, for a hate group? Those questions
aren't worth answering to you. There are a lot of people that want to know, believe that, and the answers
will be forthcoming. He added, he disagrees with City Attorney Mattick regarding legal advice he gave
the Council at the previous meeting. I think that anything that comes through on a government computer,
email, whether it's being disseminated about the office or not, should be public record. I don't think that's
private. I don't think any of you guys’ stuff should be private if it has to do with the government record.
Claire Berrett, 1085 Brown South, Orono, said she just wanted to say that there are a handful of super-
noisy people who spend a lot of time on social media stirring the pot. That's their right to do it. But I don't
want the perception to be that the majority of the people of Orono are cut from that cloth. I am proud that
you are my Mayor, and that all of you are on the Council. I think you run a very professional organization
for our City. You do good; things you always have. I'm a staunch supporter and I just wanted to make
sure that you know very clearly that there's a very large majority that isn't quite as noisy as the minority.
MINUTES OF THE
ORONO CITY COUNCIL MEETING
MARCH 21, 2023
6:00 o’clock p.m.
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Page 6 of 8
MAYOR/COUNCIL REPORT
Benson said she had three items to discuss. She was invited to attend the annual meeting at the Gillespie
Center in Mound, which is a senior citizen’s center. It was the first time she had visited and in addition to
being a gathering space, she was impressed by the services offered such as tax assistance and
programming addressing senior mental health. She noted the center accepts donations of unused greeting
cards.
Benson said her second item was to revisit the letter she wrote to the Council earlier this month presenting
three options to address the matter involving Mr. Erickson: option one, an apology from the Mayor;
option two, mediation through the League of Minnesota Cities; and option three, continuing on the
present trajectory. What I would offer is that the current situation, or continuing on this trajectory, is not
ideal. One of the very real effects of this situation is the amount of staff time that has been devoted to it.
She said having an officer stationed at all Council meetings is a huge amount of time and resources that
could be spent in the community. Benson said she had an opportunity to do a ride-along with the Police
Department which gave her an even greater understanding of how important those hours are for police to
be available to serve the community. She clarified that no Council Member alone can direct staff to take
any actions, so any movement toward a resolution to the issues facing the Council would require a
majority vote.
Benson said the third item that I want to address is the remarks that were made at the Council meeting last
week, March 13. As I said at the time and in the past, I will address on record any time statements are
made that are presented as fact that are not so, because words matter. When I am aware of false
statements made on record, I will address them. She said Mayor Walsh had stated at the last meeting that
she met with Mr. Erickson at City Hall because she was afraid of him. In fact, she said, one of her reasons
was that City Hall is a place where every member of the community should feel welcome. The second
reason was because City Administrator Edwards is a seasoned professional with a great deal of
knowledge about the workings of the City and can provide a third-party perspective and be able to attest
to the content of a conversation. Thirdly, City Administrator Edwards was present at City Hall. Mayor
Walsh presumed to know my intentions and speak about his perception as if it were a fact, when it was
not. Going forward, I would ask Mayor Walsh to please consider that the words being used in Council
meetings have weight to them. And I will not look past false statements or opinions that are presented as
fact. The process of addressing these statements on the record is time-consuming and could be avoided in
the future with more consideration given to the statements made during Mayor Council Reports.
Crosby said looking back over the years he wonders what happened. People can have a disagreement
without being shouted upon, disparaged, interrupted. There can't be discussion anymore in a polite
manner. He said he and former Councilmember Printup had sat down with Mr. Erickson and his attorney
and handled themselves like gentlemen. We tried to come to an agreement to move forward to understand
the situation. There was no agreement. We're elected officials. We're not elected to sit here and take
MINUTES OF THE
ORONO CITY COUNCIL MEETING
MARCH 21, 2023
6:00 o’clock p.m.
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Page 7 of 8
abuse. I've served this community for 10 years as a firefighter. We care about this community. He said he
has never profited from being a City Council member but spent his own money to make sure he made it
to meetings. I've spent money donating money to the community. This Council took money out of their
own pocket to make up for lunches for kids that were short on their lunch money. The Council made sure
the City has a roads budget, which he said previous administrations didn't. The sideshow to some people
is exciting. It makes the papers when we get disparaged. We're invested in this community. The people of
Orono love this community. I get amazed with people being so incredibly fortunate to live here. The
problems here are not huge. To some people they are, but they're manageable. I feel very grateful and
blessed to live where we live. I've answered his questions months ago at a meeting during my comments
and I addressed them item for item. I'm not going to replay the same reel with this gentleman. We work
for you, we represent you. So when we have to sit here and listen to the vile language and the attacks and
the insults, we do it for you guys. But it's not fun. He asked if the community can get back to the time of
respecting each other and if someone has a difference of opinion, being able to discuss it in a civil manner
instead of attack? Those times are not that long ago. I think we can do it. I hope we can do it.
Seals said it's only been a week since the last Council meeting but they are still talking with the City of
Long Lake about Fire service. I think what Todd was starting to say is completely appropriate to wrap
your minds around. We are going to be in a state no matter where we end up, catching up. When you're
hitting 20 to 25 years we can all agree we probably need to start phasing them out regardless. I'm not
going to claim to tell you what it's going to cost because we're going to wait for Ron (Olson), Adam
(Edwards) and James (Van Eyll) to give us some real numbers. But it is fair to say that, if you look at the
fire departments locally, we've been super-fortunate with great service by great volunteers, but we haven't
funded the equipment the way we need to. That's just the reality of the situation. She said upgrading
equipment may mean buying more second-hand and refurbishing because new equipment ordering is on a
24-to-36-month timeline. I think it's appropriate that Todd gives you a heads up, the numbers are
probably going to be pretty big. She said at no point has it ever been a question of the service the
firefighters are giving. It's how we're supporting them with the right tools, the right equipment. She added
in the final presentation there may be an option that's not anything that has been presented yet. Time will
tell.
Walsh said he would start by again addressing Councilmember Benson's meeting with Brad (Erickson). I
stand by what was told to me about why she had to meet here with them. And regards to the letter that she
wrote last time, I think I talked about that very well, about the lack of credibility when you've already
denigrated the Council in front of other public officials and undermined the staff. And then when you
have an admitted liar with his affidavit that he admits lying to police, it's hard to have anybody say that
they're going to believe an admitted liar. Walsh said he has also visited The Gillespie Center for years for
their annual meeting and it is a fabulous place. We do fund them, and we've made sure to continue to help
funding them for all the different programs that they've got. He said he attended a college planning
presentation offered recently at the high school along with a number of other people in the audience. He
congratulated the Orono High School DECA program which is sending a group of representatives to the
State DECA Conference. He also congratulated the high school boys basketball team who had defeated
Hermantown that afternoon 84 to 82, noting the team will play again on Thursday and if they win that one
they will be in the State Championship game. I'll leave you with another quote. It's from Sir Walter Scott.
“Oh, what a tangled web we weave when first we practice to deceive”.
MINUTES OF THE
ORONO CITY COUNCIL MEETING
MARCH 21, 2023
6:00 o’clock p.m.
_____________________________________________________________________________________
Page 8 of 8
ADJOURNMENT
Walsh moved, Crosby seconded, to adjourn the meeting at 6:53 p.m. VOTE: Ayes 4, Nays 0.
CLOSED SESSION: ATTORNEY - CLIENT PRIVILEGED DISCUSSION
Walsh asked Council and staff to take a five-minute break to clear the room and then return to
enter into a closed session pursuant to Minnesota Statute Section 13D.05, subdivision 3(b), for a
confidential discussion of strategy and settlement negotiation status in the following matter: Jay
Nygard v. Orono, Case No.023-cv-00509-DWF-DTS.
Attorney Elisa Hatlevig joined the meeting at 7:04 p.m.
(The City Council was in closed session from 7:04 p.m. to 7:20 p.m.)
Walsh moved, Crosby seconded, to close the closed session at 7:20 p.m. VOTE: Ayes 4, Nays 0.
ATTEST:
_____________________________________ _______________________________________
Anna Carlson, City Clerk Dennis Walsh, Mayor
AGENDA ITEM
Prepared By: Ck Reviewed By: RJO Approved By:
1. Purpose. The purpose of this action item is to approve payment of claims made on the City for
services and/or products provided to the City.
2. Background. The attached claims for payment have been received by the City. Staff has reviewed
the claims and is recommending approval of the listing for payment. The claims will be paid by checks
120845 to 120959 and ACH transaction 2013343 totaling $635,980.62.
3. Staff Recommendation. Staff recommends approval of a motion authorizing payment to the claims
list as presented.
COUNCIL ACTION REQUESTED
Motion to approve the claims list as presented.
Exhibits
A. Check Register
Item No.: 2 Date: April 10, 2023
Item Description: Claims/Bills
Presenter: Ron Olson
Finance Director
Agenda
Section:
Consent Agenda
City of Orono Check Register - COUNCIL REPORT Page: 1
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
MEDSURETY LLC 04/10/2023 0 22341 101-41900-319 VEBA/FSA/COBRA HSA FEES 4/23 Central Services 215.50
PSN: PAYMENT SERVICE INVOI 04/10/2023 0 275306 602-49450-312 SEWER FUND PSN FEES Sewer 637.04
PSN: PAYMENT SERVICE INVOI 04/10/2023 0 275306 601-49400-312 WATER FUND PSN FEES Water 313.76
PSN: PAYMENT SERVICE INVOI 04/10/2023 0 275435 101-41900-312 MISC PSN FEES Central Services .55
PSN: PAYMENT SERVICE INVOI 04/10/2023 0 275587 101-41900-312 BUILDING PERMIT PSN FEES Central Services 7.70
Total 0:1,174.55
NCPERS GROUP LIFE INS.04/04/2023 119793 NCPERS102 101-21710 PERA LIFE 11/2022 320.00-
Total 119793:320.00-
WESTLING, ADAM 03/27/2023 120795 2023.03 WE 999-10015 UB REFUND - 4040 WATERTOWN RD 77.11-
Total 120795:77.11-
UNITED STATES POSTAL SERVI 03/31/2023 120845 2023.03 UB 651-49910-322 03/23 UTILITY BILLS Storm Water 518.80
UNITED STATES POSTAL SERVI 03/31/2023 120845 2023.03 UB 602-49450-322 03/23 UTILITY BILLS Sewer 518.80
UNITED STATES POSTAL SERVI 03/31/2023 120845 2023.03 UB 601-49400-322 03/23 UTILITY BILLS Water 518.80
Total 120845:1,556.40
EGAN, NICOLE 03/31/2023 120846 2023.03 101-42400-437 REIMB SEPTIC TRAINING - CLOQUET Building & Zoning 405.79
Total 120846:405.79
A 1 ELECTRIC SERVICE OF WA 04/10/2023 120847 5451 101-41900-404 ELECTRICAL HOOKUP FOR TIRE MACHINES Central Services 1,180.55
Total 120847:1,180.55
Advance Auto Parts 04/10/2023 120848 6974-454581 651-49910-221 HOSE REPAIR ON WATER TANK UNIT 713 Storm Water 68.08
Total 120848:68.08
ADVANCED IMAGING SOLUTIO 04/10/2023 120849 497697235 710-49970-413 PW COPIER LEASE 3/20/23-04/20/23 132.76
Total 120849:132.76
AMAZON CAPITAL SERVICE 04/10/2023 120850 14GJ-LQRG-701-49800-222 SHOP TRUCK PARTS - SHAFT SEAL INSTALLER 45.99
AMAZON CAPITAL SERVICE 04/10/2023 120850 14GJ-LQRG-101-41900-223 COMPOSTABLE BAGS Central Services 383.70
City of Orono Check Register - COUNCIL REPORT Page: 2
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
AMAZON CAPITAL SERVICE 04/10/2023 120850 17VW-JPRF-101-43000-240 EXT CORD Public Works Department 51.00-
AMAZON CAPITAL SERVICE 04/10/2023 120850 17VW-JPRF-101-43000-240 DEWALT 20V BATTERY Public Works Department 139.16-
Total 120850:239.53
American Mechanical Co 04/10/2023 120851 03272023 601-49400-489 METER CHANGEOUT LUNDS - VALVE/COPPER Water 635.10
Total 120851:635.10
ARCHIVE SOCIAL 04/10/2023 120852 27357 614-49840-329 SOCIAL MEDIA PAGE ARCHIVE Cable Franchise 2,792.00
Total 120852:2,792.00
ASPEN EQUIPMENT CO 04/10/2023 120853 10247006 701-49800-215 SNOWPLOW UNDERBODY PARTS 561.16
ASPEN EQUIPMENT CO 04/10/2023 120853 10247146 701-49800-215 JOYSTICK CONTROLLER BIG PLOW TRUCKS 455.19
ASPEN EQUIPMENT CO 04/10/2023 120853 10247445 701-49800-215 SNOWPLOW UNDERBODY SPRING 512.50
Total 120853:1,528.85
BARNUM GATE SERVICES INC 04/10/2023 120854 35744 101-42110-404 GATE REPAIR Police Department 230.00
Total 120854:230.00
BIFFS INC 04/10/2023 120855 W908050 101-45200-415 BIFF RENTAL Parks 121.00
Total 120855:121.00
BOLTON & MENK INC.04/10/2023 120856 0308007 440-48975-304 21-039 PW FACILITY DESIGN 1,962.50
BOLTON & MENK INC.04/10/2023 120856 0308152 651-49910-304 22-029 SWPPP UPDATE Storm Water 2,782.50
BOLTON & MENK INC.04/10/2023 120856 0308154 602-16500 22-014 SANITARY SEWER REHABILITATION (CIP 349.50
BOLTON & MENK INC.04/10/2023 120856 0308155 602-16500 23-014 SANITARY SEWER REHABILITATION 2,433.50
BOLTON & MENK INC.04/10/2023 120856 0308156 101-42400-304 SURRVEY WORK FOR CDD Building & Zoning 3,732.00
BOLTON & MENK INC.04/10/2023 120856 0308157 435-48976-304 23-001 STREETS PROJECT 2,485.00
BOLTON & MENK INC.04/10/2023 120856 0308158 602-49450-305 GIS MAINTENANCE SEWER Sewer 2,232.50
BOLTON & MENK INC.04/10/2023 120856 0308158 601-49400-305 GIS MAINTENANCE WATER Water 1,248.50
BOLTON & MENK INC.04/10/2023 120856 0308158 651-49910-305 GIS MAINTENANCE STORM SEWER Storm Water 1,187.00
BOLTON & MENK INC.04/10/2023 120856 0308158 101-43170-305 GIS MAINTENANCE GENERAL Engineering 3,744.00
BOLTON & MENK INC.04/10/2023 120856 0308159 101-42400-304 GENERAL ENGINEERING Building & Zoning 346.50
BOLTON & MENK INC.04/10/2023 120856 0308160 101-43170-303 21-040 NAVARRE PARKING LOT Engineering 2,366.00
BOLTON & MENK INC.04/10/2023 120856 0308628 440-48975-304 21-039 PW FACILITY CONSTRUCTION 508.50
City of Orono Check Register - COUNCIL REPORT Page: 3
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120856:25,378.00
BOYER TRUCKS INC 04/10/2023 120857 003S9063 701-49800-402 VACTOR UNIT 713 TRANSMISSION REPAIR 8,732.19
BOYER TRUCKS INC 04/10/2023 120857 10247445 701-49800-402 REPAIRS TO 427 ENGINE 3,990.12
Total 120857:12,722.31
BURNHAM, MACK 04/10/2023 120858 2023.04 BUR 999-10015 UB REFUND - 3739 LIVINGSTON CT 118.04
Total 120858:118.04
CASE BREAKERS INC 04/10/2023 120859 848915 101-42110-240 BANQUET ITEMS Police Department 975.00
Total 120859:975.00
CCP INDUSTRIES INC.04/10/2023 120860 IN03234312 602-49450-226 RAIN JACKETS Sewer 55.80
CCP INDUSTRIES INC.04/10/2023 120860 IN03235649 602-49450-226 RAIN JACKETS Sewer 55.44
Total 120860:111.24
CECE S SIGNS INC 04/10/2023 120861 9260 101-43000-224 LOCATE SIGNS Public Works Department 150.00
Total 120861:150.00
CEMSTONE 04/10/2023 120862 7092360 101-43100-489 CONCRETE BLOCKS FOR BINS Brush Site 800.00
Total 120862:800.00
CENTERPOINT ENERGY MAIN 04/10/2023 120863 2023.04 140 101-42110-381 GAS SERVICE 03/21/2023 Police Department 120.72
Total 120863:120.72
CENTRAL PENSION FUND SOU 04/10/2023 120864 CENTRAL04 101-21705 LOCAL UNION #49 3/20/23-4/2/23 960.00
CENTRAL PENSION FUND SOU 04/10/2023 120864 CENTRALPE 101-21705 LOCAL UNION #49 3/6/23-3/19/23 960.00
Total 120864:1,920.00
Century Link 04/10/2023 120865 2023.03 GC 101-45210-321 GC PHONE/INTERNET 3/19/23-04/18/23 Golf Course 238.61
City of Orono Check Register - COUNCIL REPORT Page: 4
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120865:238.61
CHUNKS LAKESHORE AUTO 04/10/2023 120866 0019702 101-42110-402 SQUAD MAINT #266 MOUT/BALANCE 4 TIRES/ R Police Department 883.53
CHUNKS LAKESHORE AUTO 04/10/2023 120866 0019704 101-42110-402 SQUAD MAINT #261 OIL/FILTER CHANGE Police Department 66.83
CHUNKS LAKESHORE AUTO 04/10/2023 120866 0019709 101-42110-402 SQUAD MAINT #268 OIL/FILTER CHANGE/ TIRE Police Department 108.71
Total 120866:1,059.07
CINTAS CORP 04/10/2023 120867 1903819269 101-43000-226 PPE RELECTIVE OUTERWEAR.Public Works Department 312.36
Total 120867:312.36
CITY OF MINNETONKA BEACH 04/10/2023 120868 QTR 1 2023 602-49450-387 SEWER SERVICE - 1ST QTR 2023 Sewer 199.50
Total 120868:199.50
City of Orono Utilities 04/10/2023 120869 2023.03 CH 101-41900-382 MARCH 2023 UB - CH Central Services 94.32
City of Orono Utilities 04/10/2023 120869 2023.03 CH 101-42110-382 MARCH 2023 UB - PD Police Department 94.32
City of Orono Utilities 04/10/2023 120869 2023.03 GC 101-45210-382 QTR 1 JAN-MARCH 2023 UB - GC Golf Course 73.65
City of Orono Utilities 04/10/2023 120869 2023.03 PO 101-41900-382 MARCH 2023 UB - PO Central Services 86.37
City of Orono Utilities 04/10/2023 120869 2023.03 PW 101-41900-382 MARCH 2023 UB PW Central Services 177.53
City of Orono Utilities 04/10/2023 120869 2023.03 WT 601-49400-382 MARCH 2023 UB- WATER PLANT Water 156.74
Total 120869:682.93
CITY OF WAYZATA 04/10/2023 120870 MARCH 202 601-49400-387 MARCH 2023 WATER Water 2,481.35
CITY OF WAYZATA 04/10/2023 120870 MARCH 202 602-49450-387 MARCH 2023 SEWER Sewer 5,154.30
Total 120870:7,635.65
City of Wayzata\DMV 04/10/2023 120871 2019 DODG 101-42110-441 SQUAD TABS #261 Police Department 14.25
Total 120871:14.25
COMPASS MINERALS AMERICA 04/10/2023 120872 1146066 101-43000-224 NON TREATED ROAD SALT Public Works Department 13,678.82
Total 120872:13,678.82
CURT SWANSON HOMES LLC 04/10/2023 120873 2023.04 CUR 101-34420 SKETCH PLAN REVIEW REFUND 375.00
City of Orono Check Register - COUNCIL REPORT Page: 5
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120873:375.00
DATA PRACTICES OFFICE 04/10/2023 120874 0000073789 101-41300-437 ADMIN TRAINING DP Administration 125.00
Total 120874:125.00
Davis & Stanton 04/10/2023 120875 147127 101-42110-226 UNIFORMS Police Department 331.00
Total 120875:331.00
EARL F ANDERSON & ASSOC 04/10/2023 120876 0132133-IN 101-43000-224 SIGN FOR DIST. 5 Public Works Department 1,670.95
Total 120876:1,670.95
ECM PUBLISHERS INC 04/10/2023 120877 938190 602-16500 2023 CIPP REBIDS 141.96
ECM PUBLISHERS INC 04/10/2023 120877 938350 101-41900-340 BRUSH SITE ADVERTISEMENT Central Services 201.20
ECM PUBLISHERS INC 04/10/2023 120877 939485 101-41900-340 ADVERTISING - SUMMER SEASONAL EMPL Central Services 161.50
ECM PUBLISHERS INC 04/10/2023 120877 939486 101-41900-340 BRUSH SITE SEASONAL EMPL Central Services 129.20
ECM PUBLISHERS INC 04/10/2023 120877 940944 101-45210-340 ADVERTISING - LEAGUE BOGO Golf Course 165.10
ECM PUBLISHERS INC 04/10/2023 120877 941435 101-45210-340 ADVERTISING - LEAGUE BOGO Golf Course 165.10
Total 120877:964.06
FASTENAL COMPANY 04/10/2023 120878 MNPLY1390 101-43000-226 WINTER SAFETY GLOVES SIZE MEDIUM Public Works Department 289.30
FASTENAL COMPANY 04/10/2023 120878 MNPLY1398 101-43000-226 WINTER SAFETY GLOVES SIZE MEDIUM Public Works Department 107.08
FASTENAL COMPANY 04/10/2023 120878 MNPLY1401 101-43000-224 PPE HELMETS Public Works Department 122.47
Total 120878:518.85
FERGUSON WATERWORKS #25 04/10/2023 120879 0508700 601-49400-416 NEPTUNE SOFTWARE Water 2,233.00
FERGUSON WATERWORKS #25 04/10/2023 120879 0508701 710-49970-416 NEPTUNE - ANNUAL ENTITLEMENT FEE 2,175.00
FERGUSON WATERWORKS #25 04/10/2023 120879 0508701 601-49400-403 NEPTUNE - BELT CLIP TRANSCEIVER EXT WAR Water 515.00
FERGUSON WATERWORKS #25 04/10/2023 120879 0509172 601-49400-227 3/4" METER HORNS FOR STOCK Water 2,077.80
Total 120879:7,000.80
FIDELITY SECURITY LIFE INSU 04/10/2023 120880 EYEMED032 101-21716 VISION PLAN 4/2023 301.38
City of Orono Check Register - COUNCIL REPORT Page: 6
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120880:301.38
G&H Distributing & Supply Inc 04/10/2023 120881 00167459 701-49800-215 HYDRAULIC HOSE - UNIT 426 117.98
Total 120881:117.98
GB Auto Service, Inc.04/10/2023 120882 11291 701-49800-402 FRONT END ALIGNMENT UNIT 710 406.85
Total 120882:406.85
GEISLINGER AND SONS INC.04/10/2023 120883 PYMT #3 20 601-16500 22-023 WATERMAIN REPLACEMENT 5,935.99
GEISLINGER AND SONS INC.04/10/2023 120883 PYMT #3 20 601-20600 22-023 WATERMAIN REPLACEMENT 118.72-
Total 120883:5,817.27
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-562324 701-49800-215 BRAKE ROTORS FOR UNIT 627 164.60
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563074 701-49800-215 BRAKE ROTOR 250.78
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563371 701-49800-215 OIL SEAL FOR UNIT LLFD U11 44.62
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563558 701-49800-215 TIE ROD END BOOT 13.98
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563564 701-49800-215 VACUUM LINE TUBBING 4.85
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563569 701-49800-215 FRONT WHEEL BOLT 2.44
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563578 701-49800-215 BRAKE ROTOR 341.98
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563605 701-49800-213 GEAR OIL 38.07
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563860 701-49800-215 CREDIT WRONG BRAKE ROTORS 250.78-
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563868 701-49800-215 CREDIT FOR WRONG BROKE ROTORS 341.98-
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563944 701-49800-215 BEARING ASSEMBLY UNIT 408 352.06
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-563962 701-49800-215 ROTORS 58.38
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-564133 101-42110-402 HEADLIGHTS Police Department 68.38
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-564294 101-45210-212 OIL/FILTER/CLEANERS Golf Course 94.67
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-564657 701-49800-215 WIPER BLADES 23.96
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-564663 701-49800-215 FUEL CAP UNIT 428 37.11
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-564714 701-49800-215 BATTERYS FOR LLFD E11 628.17
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-564718 701-49800-215 BATTERY LUGS - LLFD E11 31.32
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-564880 701-49800-215 SILCONE, EPOXY, BED LINER 18.96
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-565184 602-49450-227 ANTIFREEZE FOR GENERATOR AT LS 28 Sewer 26.97
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-565270 701-49800-215 OIL FILTER 60.72
GENUINE PARTS COMPANY/NA 04/10/2023 120884 3270-565416 101-45210-212 OIL/FILTER/CLEANERS Golf Course 11.49
City of Orono Check Register - COUNCIL REPORT Page: 7
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120884:1,680.75
GOPHER ACE 04/10/2023 120885 14955 701-49800-215 MISC. NUTS AND BOLTS 1.98
GOPHER ACE 04/10/2023 120885 15012 101-43000-224 SPRAY PAINT Public Works Department 6.99
GOPHER ACE 04/10/2023 120885 15059 101-43000-226 PPE Public Works Department 36.99
GOPHER ACE 04/10/2023 120885 15086 602-49450-489 KEYS FOR GENERATOR LOCKS Sewer 7.47
GOPHER ACE 04/10/2023 120885 15114 101-43000-489 GRILL ACC Public Works Department 29.98
GOPHER ACE 04/10/2023 120885 15131 101-43000-404 REPAIR FOR AIR LINE Public Works Department 61.57
GOPHER ACE 04/10/2023 120885 15146 101-43000-404 REPAIR FOR AIR LINE Public Works Department 9.18
GOPHER ACE 04/10/2023 120885 15157/1 101-45200-404 EQUIPMENT REPAIR Parks 13.83
GOPHER ACE 04/10/2023 120885 15158 701-49800-215 MISC. NUTS AND BOLTS UNIT #506 2.98
GOPHER ACE 04/10/2023 120885 15186 701-49800-215 MISC. NUTS AND BOLTS #407 5.07
GOPHER ACE 04/10/2023 120885 15201 701-49800-215 PAINT FOR FENDERS ON GRADER 10.99
GOPHER ACE 04/10/2023 120885 15203/1 101-41900-223 PAINT SUPPLIES Central Services 42.95
GOPHER ACE 04/10/2023 120885 15223 701-49800-240 SCAPER FOR DOT STICKERS 4.99
GOPHER ACE 04/10/2023 120885 15250 101-43000-224 MAILBOX Public Works Department 33.99
GOPHER ACE 04/10/2023 120885 15273 101-43000-224 REPAIR FOR TELEPHONE LINE ACCROSS HIWO Public Works Department 43.98
Total 120885:312.94
GOPHER STATE ONE CALL 04/10/2023 120886 3030659 602-49450-227 LOCATES - SEWER Sewer 39.15
GOPHER STATE ONE CALL 04/10/2023 120886 3030659 601-49400-489 LOCATES - WATER Water 39.15
Total 120886:78.30
GRAN, DAWN 04/10/2023 120887 2023.04 GRA 101-32240 OVER PYMT FOR DOG PARK PASS 1.75
Total 120887:1.75
HAWKINS INC 04/10/2023 120888 3422707 601-49400-216 WATER PLANT CHEMICALS Water 120.00
Total 120888:120.00
HAYES & SONS EXC INC 04/10/2023 120889 2023.04 HAY 101-22205 ESCROW REFUND - SE22-000012 30 LUCE LINE 1,000.00
Total 120889:1,000.00
HENNEPIN COUNTY INFOR TE 04/10/2023 120890 1000203067 101-43000-415 PW RADIOS Public Works Department 296.89
City of Orono Check Register - COUNCIL REPORT Page: 8
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120890:296.89
Hennepin County Public Works Tr 04/10/2023 120891 1000204296 408-48800-590 CSAH 112 FINAL PHASE 3 60,234.16
Total 120891:60,234.16
HENNEPIN COUNTY SHERIFF 04/10/2023 120892 1000203371 101-41600-309 JAIL BILLS Law/Legal Services 429.15
Total 120892:429.15
HENNEPIN COUNTY TREASUR 04/10/2023 120893 38-2022-AC 235-45690-319 TIF ADMIN COSTS 717.55
Total 120893:717.55
HILLIER, JIM 04/10/2023 120894 2023.03 HILL 101-22205 ESCROW REFUND - LA22-000071 1224 BRIAR S 700.00
Total 120894:700.00
HJ GLOVE 04/10/2023 120895 50174 101-45210-095 MERCHANDISE Golf Course 1,103.81
Total 120895:1,103.81
IN CONTROL INC.04/10/2023 120896 S-INV00366 601-49400-405 SOFTENER TRUBLE SHOOT - SOUTH PLANT Water 422.50
IN CONTROL INC.04/10/2023 120896 S-INV00436 710-49970-416 REAL VNC SOFTWARE LICENSE RENEWAL 400.00
Total 120896:822.50
International Union Local #49 04/10/2023 120897 LOCAL49032 101-21707 LOCAL 49 DUES - 3/2023 420.00
Total 120897:420.00
JH LARSON COMPANY 04/10/2023 120898 S102907296.101-43050-489 FUSES Public Works - Spring Park 68.48
JH LARSON COMPANY 04/10/2023 120898 S102907296.101-43050-489 LIGHT BULBS Public Works - Spring Park 561.81
Total 120898:630.29
JS STEWART COMPANIES INC 04/10/2023 120899 2023.04 JS S 101-22205 ESCROW REFUND - D22-000029 1395 ORONO L 1,000.00
JS STEWART COMPANIES INC 04/10/2023 120899 2023.04 JS S 101-22205 ESCROW REFUND - D19-000002 1600 BOHNS P 1,000.00
City of Orono Check Register - COUNCIL REPORT Page: 9
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120899:2,000.00
KENNETH BECK 04/10/2023 120900 2023.03 101-42110-439 BANQUET ITEMS - BEVERAGES Police Department 59.08
Total 120900:59.08
KURITA AMERICA INC 04/10/2023 120901 INV741880 601-49400-405 BRINE PUMP HOSE Water 1,012.84
Total 120901:1,012.84
KYLE KIRSCHNER 04/10/2023 120902 2023.03 XER 101-42110-230 XERXES - DOG FOOD Police Department 65.58
Total 120902:65.58
LAW ENFORCEMENT LABOR S 04/10/2023 120903 LAW032323 101-21707 LELS DUES - LOCAL 40 3/2023 1,451.74
LAW ENFORCEMENT LABOR S 04/10/2023 120903 LAW032323 101-21707 LELS DUES - LOCAL 168 3/2023 337.50
Total 120903:1,789.24
LEAGUE OF MN CITIES 04/10/2023 120904 374642 101-41300-437 CITY COUNCIL MEMBER TRAINING Administration 219.00
LEAGUE OF MN CITIES 04/10/2023 120904 374994 101-42110-437 ANNUAL MEMBERSHIHP -PEACE OFFICER PATR Police Department 2,610.00
LEAGUE OF MN CITIES 04/10/2023 120904 378514 651-49910-433 MN CITIES STORMWATER COALITION Storm Water 670.00
LEAGUE OF MN CITIES 04/10/2023 120904 379524 101-41300-437 TRAINING Administration 40.00
Total 120904:3,539.00
LEAGUE OF MN CITIES INS TR 04/10/2023 120905 03232023 703-49960-361 COMP MUNICIPAL LIABILITY INS 164,990.00
Total 120905:164,990.00
LEOWEBPROTECT.com 04/10/2023 120906 4410 101-42110-416 MONTHLY SUBSCRIPTION Police Department 155.50
Total 120906:155.50
LIGHTHOUSE APPAREL 04/10/2023 120907 71556 101-45210-095 MERCHANDISE- CLOTHING Golf Course 713.05
LIGHTHOUSE APPAREL 04/10/2023 120907 71766 101-45210-095 MERCHANDISE- CLOTHING Golf Course 667.99
LIGHTHOUSE APPAREL 04/10/2023 120907 72035 101-45210-095 MERCHANDISE- CLOTHING Golf Course 1,488.16
City of Orono Check Register - COUNCIL REPORT Page: 10
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120907:2,869.20
LOGIS 04/10/2023 120908 53580 101-42110-310 POLICE RECORDS 3/2023 Police Department 8,119.00
LOGIS 04/10/2023 120908 53580 710-49970-329 INTERNET 3/2023 600.00
LOGIS 04/10/2023 120908 53580 710-49970-311 HOSTED BACKUPS 3/2023 1,125.00
LOGIS 04/10/2023 120908 53580 710-49970-311 HOSTED SERVERS 3/2023 1,399.00
LOGIS 04/10/2023 120908 53580 710-49970-311 HOSTED COMPLIANCE ARCHIVE 3/2023 537.00
LOGIS 04/10/2023 120908 53580 710-49970-311 HOSTED WATCHGUARD 3/2023 650.00
LOGIS 04/10/2023 120908 53580 710-49970-401 FIBER SERVICES 3/2023 163.00
LOGIS 04/10/2023 120908 53662 710-49970-416 MICROSOFT LICENSING 9,433.30
LOGIS 04/10/2023 120908 53662 101-42110-221 TOKENS Police Department 15.00
LOGIS 04/10/2023 120908 53662 710-49970-401 DISK SPACE, HEALTH CK 168.75
Total 120908:22,210.05
MATEFFY, JOSHUA 04/10/2023 120909 2023.04 MAT 999-10015 UB REFUND - 1790 SHADYWOOD RD 120.75
Total 120909:120.75
METLIFE SMALL BUSINESS CE 04/10/2023 120910 METLIFE032 101-21709 DENTAL INSURANCE 4/23 2,996.10
Total 120910:2,996.10
Metro Sales Inc 04/10/2023 120911 INV2247632 710-49970-401 COPIERS - LEASE 3/19/22 - 06/18/23 77.00
Metro Sales Inc 04/10/2023 120911 INV2247632 710-49970-413 COPIERS - USAGE 12/19/22 - 03/18/23 77.99
Metro Sales Inc 04/10/2023 120911 INV2247633 710-49970-401 COPIERS - USAGE 12/19/22 - 3/18/22 2,122.05
Total 120911:2,277.04
METROPOLITAN COUNCIL ENVI 04/10/2023 120912 0001154261 601-49400-441 2022 WASTEWATER DISCHARGE - OVER SAC B Water 1,223.04
METROPOLITAN COUNCIL ENVI 04/10/2023 120912 0001154538 602-49450-383 WASTWATER SERVICE 05/2023 Sewer 63,916.11
Total 120912:65,139.15
MINNEAPOLIS OXYGEN COMPA 04/10/2023 120913 00107519 101-43000-224 OXYGEN, ACETYLENE Public Works Department 70.59
MINNEAPOLIS OXYGEN COMPA 04/10/2023 120913 00107521 101-43000-415 ACETYLENE, OXYGEN Public Works Department 20.43
Total 120913:91.02
City of Orono Check Register - COUNCIL REPORT Page: 11
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
MINT ROOFING INC 04/10/2023 120914 2017 101-41900-404 ROOF REPAIRS PUBLIC WORKS Central Services 264.46
Total 120914:264.46
MINUTEMAN PRESS 04/10/2023 120915 33979 101-41900-352 NEWSLETTER Central Services 2,629.63
Total 120915:2,629.63
MN Dept of Health 04/10/2023 120916 03282023 601-49400-441 WATER LICENSE - BRENT Water 55.00
Total 120916:55.00
Modern Power Solutions LLC 04/10/2023 120917 10802671 602-16500 LS#19 GENERATOR 12,685.00
Total 120917:12,685.00
MTI DISTRIBUTING INC 04/10/2023 120918 1373247-00 405-48500-580 TEE MOWER 12,096.57
MTI DISTRIBUTING INC 04/10/2023 120918 1373786-00 101-45210-404 IRRIGATION REPAIR Golf Course 6,037.98
MTI DISTRIBUTING INC 04/10/2023 120918 1377131-00 101-45210-402 REEL MAINTENANCE Golf Course 2,519.07
MTI DISTRIBUTING INC 04/10/2023 120918 1377955-00 101-45210-404 BEARINGS Golf Course 221.27
MTI DISTRIBUTING INC 04/10/2023 120918 1377991-00 101-45210-221 MOWER PARTS Golf Course 31.87
Total 120918:20,906.76
NAVARRE HARDWARE 04/10/2023 120919 15147/1 101-45200-223 EQUIPMENT REPAIR SUPPLIES Parks 17.47
NAVARRE HARDWARE 04/10/2023 120919 341143 101-43000-403 MAILBOX REPAIR TASK #72899 Public Works Department 4.29
NAVARRE HARDWARE 04/10/2023 120919 341157 101-41900-223 AIR LINE REPAIR PUBLIC WORKS BLDG.Central Services 33.98
NAVARRE HARDWARE 04/10/2023 120919 341215 101-41900-223 BUILDING SUPPLIES Central Services 29.94
NAVARRE HARDWARE 04/10/2023 120919 341295 101-43000-403 MAILBOX REPAIR TASK Public Works Department 34.99
Total 120919:120.67
NCPERS GROUP LIFE INS.04/10/2023 120920 NCPERS032 101-21710 PERA LIFE 4/2023 368.00
NCPERS GROUP LIFE INS.04/10/2023 120920 NCPERS102 101-21710 PERA LIFE 11/2022 320.00
Total 120920:688.00
Newegg Business Inc 04/10/2023 120921 1304415669 710-49970-221 DOCKING STATION 544.38
Newegg Business Inc 04/10/2023 120921 1304424445 601-49400-221 BATTERY BACKUP Water 236.54
Newegg Business Inc 04/10/2023 120921 1304424538 101-42110-221 BATTERY BACKUP - PD RACK Police Department 413.96
City of Orono Check Register - COUNCIL REPORT Page: 12
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120921:1,194.88
OLSEN CHAIN AND CABLE INC 04/10/2023 120922 698677 701-49800-222 CHAIN LINKS 108.00
Total 120922:108.00
OPD BUSINESS SOLUTIONS LL 04/10/2023 120923 3013073080 101-43000-221 CHAIR - PW BRODY Public Works Department 236.00
OPD BUSINESS SOLUTIONS LL 04/10/2023 120923 3027599670 101-42110-201 MISC OFFICE SUPPLIES Police Department 79.53
OPD BUSINESS SOLUTIONS LL 04/10/2023 120923 3027599680 101-42110-201 OFFICE SUPPLIES Police Department 7.29
OPD BUSINESS SOLUTIONS LL 04/10/2023 120923 3028293350 101-41900-221 DISPLAY RAIL Central Services 167.96
OPD BUSINESS SOLUTIONS LL 04/10/2023 120923 3038252260 101-42110-201 OFFICE SUPPLIES Police Department 20.68
OPD BUSINESS SOLUTIONS LL 04/10/2023 120923 3057102970 101-41900-201 OFFICE SUPPLIES Central Services 70.33
OPD BUSINESS SOLUTIONS LL 04/10/2023 120923 9027599680 101-42110-201 OFFICE SUPPLIES Police Department 7.29
Total 120923:589.08
OPEIU - LOCAL 12 04/10/2023 120924 OPEIU03232 101-21707 UNION DUES - LOCAL 12 3/2023 757.50
Total 120924:757.50
Perry's Truck Repair 04/10/2023 120925 54595 701-49800-215 PLOW PARTS 43.27
Total 120925:43.27
PLEAA 04/10/2023 120926 2023.03 GEH 101-42110-433 MEMBER DUES - GEHLEN Police Department 35.00
PLEAA 04/10/2023 120926 2023.03 MC 101-42110-433 MEMBERSHIP DUES - MCGREGOR Police Department 35.00
PLEAA 04/10/2023 120926 2023.03 RAS 101-42110-433 ANNUAL DUES - RASMUSSEN Police Department 35.00
Total 120926:105.00
PLUNKETT'S 04/10/2023 120927 7936453 101-41900-404 CITY HALL PEST CONTROL Central Services 248.82
Total 120927:248.82
POOL, BRODY 04/10/2023 120928 03232023 101-45210-437 MILAGE FOR MTI EQUIPMENT MAINTENANCE C Golf Course 37.33
Total 120928:37.33
QUADIENT INC 04/10/2023 120929 N9875353 101-41900-401 POSTAGE MACHING LEASE 4/28/23-07/27/23 Central Services 878.94
City of Orono Check Register - COUNCIL REPORT Page: 13
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120929:878.94
QUALITY FLOW SYSTEMS INC 04/10/2023 120930 44596 602-16500 GS#8 N LS#10 REHAB 80,020.00
Total 120930:80,020.00
Reinders Inc.04/10/2023 120931 3093770-00 101-45210-223 FLAGSTICKS Golf Course 466.42
Reinders Inc.04/10/2023 120931 3093771-00 101-45210-223 GOLF COURSE TRASH CANS Golf Course 694.62
Total 120931:1,161.04
RINNOVARE LLC 04/10/2023 120932 2023.04 RIN 101-22205 RPS21-000072 4085 WATERTOWN RD 8,000.00
RINNOVARE LLC 04/10/2023 120932 2023.04 RIN 101-22205 ESCROW REFUND - D21-000004 4085 WATERT 1,000.00
Total 120932:9,000.00
ROB HOWELLS 04/10/2023 120933 2023.03 614-49840-319 1ST QTR VIDEO STREAMING Cable Franchise 860.00
Total 120933:860.00
RUFFRIDGE JOHNSON EQUIP 04/10/2023 120934 WA03291 101-43000-403 REPAIR PATCH TRUCK #429 Public Works Department 11,288.83
Total 120934:11,288.83
SAFEASSURE CONSULTANTS I 04/10/2023 120935 3326 602-49450-437 ANNUAL FEE PW SAFETY/CONSULTING TRAINI Sewer 5,091.15
Total 120935:5,091.15
SCHULTZ, SUSAN 04/10/2023 120936 2023.02 101-42110-331 TRAVEL EXPENSE Police Department 234.49
SCHULTZ, SUSAN 04/10/2023 120936 2023.03 101-42110-437 MEAL REIMB TRAINING Police Department 142.01
Total 120936:376.50
STREANS JAMES LLC 04/10/2023 120937 2023.04 STR 999-10015 UB REFUND - 3605 NORTHSHORE DR 76.07
Total 120937:76.07
STREICHERS POLICE EQUIP 04/10/2023 120938 1610062 101-42110-226 UNIFORMS - HENNESSEY Police Department 92.97
STREICHERS POLICE EQUIP 04/10/2023 120938 1610130 101-42110-226 NEW HIRE GEAR-KLUKAS Police Department 905.88
City of Orono Check Register - COUNCIL REPORT Page: 14
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
STREICHERS POLICE EQUIP 04/10/2023 120938 1610388 101-42110-226 NEW HIRE KLUKAS Police Department 66.99
STREICHERS POLICE EQUIP 04/10/2023 120938 1616262 101-42110-226 MFF GEAR Police Department 218.97
STREICHERS POLICE EQUIP 04/10/2023 120938 1620585 101-42110-226 UNIFORM-KLUKAS Police Department 37.00
STREICHERS POLICE EQUIP 04/10/2023 120938 1621106 101-42110-226 NEW PATCHES Police Department 80.00
STREICHERS POLICE EQUIP 04/10/2023 120938 1621537 101-42110-228 TRAINING AMMO Police Department 3,468.78
STREICHERS POLICE EQUIP 04/10/2023 120938 1621550 101-42110-226 BADGES-NEW Police Department 278.97
STREICHERS POLICE EQUIP 04/10/2023 120938 CM294441 101-42110-226 CREDIT Police Department 207.00-
STREICHERS POLICE EQUIP 04/10/2023 120938 CM295287 101-42110-226 CREDIT - LYREK Police Department 194.99-
Total 120938:4,747.57
SUN LIFE FINANCIAL 04/10/2023 120939 LIFE032323 101-21710 LIFE INSURANCE - 03-2023 1,433.07
SUN LIFE FINANCIAL 04/10/2023 120939 STDIS03232 101-21714 STD- APR/2023 1,083.80
Total 120939:2,516.87
TALLEN AND BAERTSCHI 04/10/2023 120940 MARCH 202 101-41600-306 PROSECUTION SERVICES 03/2023 Law/Legal Services 3,420.26
Total 120940:3,420.26
TENNEY, SUSAN 04/10/2023 120941 2023.04 TEN 999-10015 UB REFUND - 660 SANDSTONE CIR 110.10
Total 120941:110.10
THE HARTFORD 04/10/2023 120942 HARTFORD0 101-41900-135 EAP APR 2023 Central Services 15.12
THE HARTFORD 04/10/2023 120942 HARTFORD0 101-21713 LTD 3- 023 1,972.32
Total 120942:1,987.44
TIM SONNEK 04/10/2023 120943 2022.03 101-42110-439 OFF SITE MEETING-RECRUITING Police Department 62.74
Total 120943:62.74
TimeSaver Off Site Secretarial Inc 04/10/2023 120944 M28074 101-41300-319 CC MEETING MINUTES Administration 445.50
TimeSaver Off Site Secretarial Inc 04/10/2023 120944 M28114 101-41300-319 CC MEETING MINUTES Administration 438.00
TimeSaver Off Site Secretarial Inc 04/10/2023 120944 M28114 101-42400-319 PC MINUTES Building & Zoning 159.00
TimeSaver Off Site Secretarial Inc 04/10/2023 120944 M28114 101-41300-319 CC MEETING MINUTES Administration 175.50
Total 120944:1,218.00
City of Orono Check Register - COUNCIL REPORT Page: 15
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
TOLL GAS & WELDING SUPPLY 04/10/2023 120945 40171976 101-43000-415 CYLINDER & DEMURRAGE Public Works Department 12.03
Total 120945:12.03
TROPHIES BY LINDA 04/10/2023 120946 47384 101-42110-240 BANQUET PLAQUE Police Department 78.50
Total 120946:78.50
TWIN CITY GARAGE DOOR CO 04/10/2023 120947 698938 101-41900-223 PW NORTH GARAGE DOOR, REPAIR PARTS Central Services 162.00
Total 120947:162.00
UNIFIRST CORPORATION 04/10/2023 120948 090 0754875 701-49800-221 SHOP TOWELS - PW 6.96
UNIFIRST CORPORATION 04/10/2023 120948 090 0754875 101-43000-404 RUGS - PW Public Works Department 22.93
UNIFIRST CORPORATION 04/10/2023 120948 090 0754875 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0754875 101-43000-226 UNIFORMS - PW Public Works Department 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0754875 601-49400-226 UNIFORMS PW-WATER DEPT Water 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0754875 101-45210-226 UNIFORMS-GOLF COURSE Golf Course 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0754875 101-45200-226 UNIFORMS-PARKS Parks 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0756227 701-49800-221 SHOP TOWELS - PW 6.96
UNIFIRST CORPORATION 04/10/2023 120948 090 0756227 101-43000-404 RUGS - PW Public Works Department 22.93
UNIFIRST CORPORATION 04/10/2023 120948 090 0756227 101-45200-226 UNIFORMS-PARKS Parks 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0756227 101-45210-226 UNIFORMS-GOLF COURSE Golf Course 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0756227 601-49400-226 UNIFORMS PW-WATER DEPT Water 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0756227 101-43000-226 UNIFORMS - PW Public Works Department 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0756227 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0757568 701-49800-221 SHOP TOWELS - PW 6.96
UNIFIRST CORPORATION 04/10/2023 120948 090 0757568 101-45200-226 UNIFORMS-PARKS Parks 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0757568 101-45210-226 UNIFORMS-GOLF COURSE Golf Course 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0757568 601-49400-226 UNIFORMS PW-WATER DEPT Water 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0757568 101-43000-226 UNIFORMS - PW Public Works Department 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0757568 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 0757568 101-43000-404 RUGS - PW Public Works Department 22.93
UNIFIRST CORPORATION 04/10/2023 120948 090 075889 101-43000-404 RUGS - PW Public Works Department 22.93
UNIFIRST CORPORATION 04/10/2023 120948 090 075889 701-49800-221 SHOP TOWELS - PW 6.96
UNIFIRST CORPORATION 04/10/2023 120948 090 075889 101-45200-226 UNIFORMS-PARKS Parks 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 075889 101-45210-226 UNIFORMS-GOLF COURSE Golf Course 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 075889 601-49400-226 UNIFORMS PW-WATER DEPT Water 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 075889 101-43000-226 UNIFORMS - PW Public Works Department 39.36
UNIFIRST CORPORATION 04/10/2023 120948 090 075889 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 39.36
City of Orono Check Register - COUNCIL REPORT Page: 16
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 120948:906.76
US Bank Equipment Finance 04/10/2023 120949 497709295 710-49970-413 COPIERS 596.76
Total 120949:596.76
WASTE MANAGEMENT RECYC 04/10/2023 120950 0101871-280 603-49500-301 RECYCLING MARCH 23 ORGANICS 86.81
WASTE MANAGEMENT RECYC 04/10/2023 120950 0101871-280 603-49500-316 RECYCLING 4/2023 17,944.60
Total 120950:18,031.41
WELCH FORSMAN ASSOCIATE 04/10/2023 120951 2023.04 WEL 101-22205 ESCROW REFUND - GLA21-000001 1160 MOON 1,000.00
Total 120951:1,000.00
WELDON, BRENT 04/10/2023 120952 03292023 601-49400-437 WATER SCHOOL MILAGE Water 41.92
Total 120952:41.92
WESTLING, ADAM 04/10/2023 120953 2023.03 WE 999-10015 UB REFUND - 4040 WATERTOWN RD 77.11
Total 120953:77.11
WESTSIDE WHOLESALE TIRE 04/10/2023 120954 919415 701-49800-222 SPARE TIRE FOR 1 TON TRUCKS 596.07
WESTSIDE WHOLESALE TIRE 04/10/2023 120954 921791 701-49800-402 REPLACEMENT TIRE FOR 430 1,930.58
WESTSIDE WHOLESALE TIRE 04/10/2023 120954 922652 701-49800-402 REPLACEMENT TIRES #408/#409 1,302.24
Total 120954:3,828.89
WIEBUSCH, TRENT 04/10/2023 120955 2023.03 101-42110-437 EMT CERTIFICATE - TRENT WIEBUSCH Police Department 25.00
Total 120955:25.00
WILLIAMS TOWING INC 04/10/2023 120956 23-14702 101-42110-436 INV TOW - 2007 PONTIAC Police Department 155.00
Total 120956:155.00
Wright-Hennepin Coop Electric 04/10/2023 120957 3503032622 101-43100-381 BRUSH SITE 2/01/23-03/01/23 Brush Site 30.95
Wright-Hennepin Coop Electric 04/10/2023 120957 3503032622 101-45210-381 GC SECURITY 4/30/2023 Golf Course 41.82
City of Orono Check Register - COUNCIL REPORT Page: 17
Check Issue Dates: 3/21/2023 - 4/10/2023 Apr 06, 2023 01:29PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Wright-Hennepin Coop Electric 04/10/2023 120957 3503032622 101-43000-381 ELECTRICAL SERVICE 2/01-03/01/23 Public Works Department 236.54
Total 120957:309.31
XCEL ENERGY 04/10/2023 120958 821815650 101-42110-381 GAS SERVICE 02/26/2023-03/27/2023 Police Department 20.27
XCEL ENERGY 04/10/2023 120958 822426580 101-45210-381 ELECTRIC SERVICE 02/26/23-3/27/23 Golf Course 185.12
XCEL ENERGY 04/10/2023 120958 822426580 601-49400-381 ELECTRIC SERVICE 02/26/23-3/27/23 Water 7,086.64
XCEL ENERGY 04/10/2023 120958 822426580 101-45200-381 ELECTRIC SERVICE 02/26/23-3/27/23 Parks 52.92
XCEL ENERGY 04/10/2023 120958 822426580 101-43000-386 ELECTRIC SERVICE 02/26/23-3/27/23 Public Works Department 2,764.93
XCEL ENERGY 04/10/2023 120958 822426580 101-43000-381 ELECTRIC SERVICE 02/26/23-3/27/23 Public Works Department 203.08
XCEL ENERGY 04/10/2023 120958 822426580 101-42110-381 ELECTRIC SERVICE 02/26/23-3/27/23 Police Department 39.27
XCEL ENERGY 04/10/2023 120958 822426580 101-42110-381 ELECTRIC SERVICE 02/26/23-3/27/23 Police Department 1,415.83
XCEL ENERGY 04/10/2023 120958 822426580 602-49450-381 ELECTRIC SERVICE 02/26/23-3/27/23 Sewer 971.16
XCEL ENERGY 04/10/2023 120958 822426580 101-41900-381 ELECTRIC SERVICE 02/26/23-3/27/23 Central Services 2,406.96
Total 120958:15,146.18
ZAYO GROUP LLC 04/10/2023 120959 19356686 101-42110-321 PHONE SERVICE 3/23/2023-04/22/2023 Police Department 325.52
ZAYO GROUP LLC 04/10/2023 120959 19356686 101-41900-321 PHONE SERVICE 3/23/2023-04/22/2023 Central Services 455.73
ZAYO GROUP LLC 04/10/2023 120959 19356686 601-49400-321 PHONE SERVICE 3/23/2023-04/22/2023 Water 75.95
ZAYO GROUP LLC 04/10/2023 120959 19356686 602-49450-321 PHONE SERVICE 3/23/2023-04/22/2023 Sewer 173.61
ZAYO GROUP LLC 04/10/2023 120959 19356686 101-45210-321 PHONE SERVICE 3/23/2023-04/22/2023 Golf Course 54.25
Total 120959:1,085.06
Grand Totals: 635,980.62
AGENDA ITEM
Prepared By: A. Carlson Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of this action item is to approve the Gambling Permit for Orono Baseball
Association for their 12U summer 2023 Cooperstown trip.
2. Background. The Orono Baseball Association is planning to host a one-day gambling event on June
17, 2023. Orono City code requires City Council to approve Gambling permits by resolution.
3. Recommendation. The applicants have submitted all the requested documents and have met all
requirements. Staff recommends approval of the gambling permit.
COUNCIL ACTION REQUESTED
Motion to approve Resolution No. 7357
Exhibits
A. Resolution
Item No. 3 Date: April 10, 2023
Item Description: Approval of Lawful Gambling License – Orono Baseball Association
– Resolution No. 7357
Presenter: Anna Carlson,
City Clerk
Agenda
Section:
Consent Agenda
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 7357
A RESOLUTION APPROVING THE
MINNESOTA LAWFUL GAMBLING APPLICATION FOR EXEMPT PERMIT
OF THE ORONO BASEBALL ASSOCIATION FOR
A ONE DAY GAMBLING PERMIT
WHEREAS, the Orono Baseball Association has submitted an application to
conduct lawful gambling activities; and
WHEREAS, the Orono Baseball Association has proposed to conduct a one-day
gambling activity as part of its fundraising activities at the Orono Activities Center to be held on
June 17, 2023; and
WHEREAS, the Orono Baseball Association is required to obtain approval of the
one-day gambling activity from the city in which the activity will occur; and
WHEREAS, the City of Orono has no objection to the conduct of lawful
gambling by the applicant, in accordance with law, at the designated location.
NOW, THEREFORE, BE IT RESOLVED, that the Orono City Council does
hereby approve the application of the Orono Baseball Association to conduct a one-day
gambling activity at the Orono Activities Center located at 795 Old Crystal Bay Road North,
Orono, MN 55356 on June 17, 2023.
Adopted at a regular meeting of the Orono City Council this 10th day of April
2023.
____________________________________
ATTEST: Dennis Walsh, Mayor
_______________________________
Anna Carlson, City Clerk
AGENDA ITEM
Prepared By: A. Carlson Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of this action item is to approve Rental License.
2. License Applicant(s)
Name Address License # Period
William Koch 3730 Casco Avenue RL20-000014 01/01/2023-12/31/2024
3. Staff Recommendation. Staff recommends approval of the Rental license listed above. The License
Applicant has submitted all of the requested documents and has met all requirements.
COUNCIL ACTION REQUESTED
Motion to approve the rental license listed above.
Item No.: 4 Date: April 10, 2023
Item Description: Approval of Rental License
Presenter: Anna Carlson
City Clerk
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of the action item is to forecast future work session agendas.
2. Background / Summary. The Official Meetings Calendar Adopted by the Council establishes a
work session meeting at 5 PM on the same days as regular council meetings which begin at 6 PM.
3. Next Work Session. The draft agenda for the next work session includes discussions on Retaining
Walls and planning Commission interview(s).
4. Work Session Items. The table below depicts topics for works sessions. Those shaded have already
occurred. Those in the future are predicted topics based on past years.
Date
Subject Date Subject
9 Jan 23 -THC License discussion
- Navarre Parking Lot Funding
10 Jul 23
23 Jan 23 None-Mtg Cancelled 24 Jul 23 - General Fund Budget Update
13 Feb 23 - Brush and Leaf Disposal
- City Council -Staff Procedures
14 Aug 23
27 Feb 23 - City Council -Staff Procedures
- Park Commissioner
interviews-if needed
28 Aug 23
13 Mar 23 -No items -Cancelled 11 Sep 23 - Enterprise Budgets Update
21 Mar 23 - Planning Commissioner
interviews-if needed
25 Sep 23
10 Apr 23 - 2024 Street Maintenance
9 Oct 23 - CIP Update
24 Apr 23 - Retaining wall Discussion
- Planning & Park Commission
Interview
23 Oct 23
8 May 23 13 Nov 23
22 May 23 - Draft Fire Needs Study Report 27 Nov 23 - Fee Schedule Update
12 Jun 23 - THC Legislation Update
- Average Lakeshore Setbacks
11 Dec 23
26 Jun 23 - Preliminary Budget Guidance
5. Staff Recommendation. I recommend holding the next Work Session as scheduled.
COUNCIL ACTION REQUESTED
Hold next Council Work Session as scheduled.
Item No.: 5 Date: April 10, 2023
Item Description: Next Work Session Draft Agenda
Presenter: Adam T. Edwards
City Administrator/City Engineer
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of the action item is to approve the revised collective bargaining agreement
(CBA) between the City and IUOE, Local 49 for 2023-2025.
2. Background / Summary. International Union of Operating Engineers (IUOE), Local 49 represents
the city’s Public Works and Parks Employees. The current agreement was approved on November 28,
2022. Since that approval an error was identified in the document. A portion of the wording in Article
13.1 On Call were inadvertently deleted during the final editing process.
3. Agreement revisions. The following items were revised in the agreement.
a. Article 13.1. Deleted portions restored.
b. Appendix A. Effective date for Longevity Pay changed from 2021 to 1 Jan 2023.
c. Appendix C. Yellow highlighting removed from text.
d. AFL-CIO reference. Removed AFL CIO references from document at IUOE Local 49 request.
4. Staff Recommendation. I recommend approval of the revised agreement.
COUNCIL ACTION REQUESTED
Motion to approve the revised Collective Bargaining Agreement with IUOE Local 49 at Exhibit A.
Exhibits
A. Revised Agreement between City Of Orono, MN and IUOE, Local 49; effective January 1, 2023
through December 31, 2025.
Item No.: 6 Date: April 10, 2023
Item Description: Approval of Collective Bargaining Agreement with IUOE, Local 49
Presenter: Adam T. Edwards
City Administrator/City Engineer
Agenda
Section:
Consent Agenda
0
Between
THE CITY OF ORONO
And
INTERNATIONAL UNION OF
OPERATING ENGINEERS,
LOCAL NO. 49
January 1, 2023 through December 31, 2025
0
TABLE OF CONTENTS
ARTICLE PAGE
Article 1 Purpose of Agreement ...........................................................................................1
Article 2 Recognition .............................................................................................................1
Article 3 Definitions ...............................................................................................................1
Article 4 Employer Security .................................................................................................2
Article 5 Union Security ........................................................................................................2
Article 6 Employer Authority ...............................................................................................3
Article 7 Savings Clause ........................................................................................................3
Article 8 Employee Rights/ Grievance Procedure ..............................................................4
Article 9 Progressive Discipline ............................................................................................6
Article 10 Job Safety/ Training ..............................................................................................6
Article 11 Work Schedules ......................................................................................................7
Article 12 Overtime Pay ..........................................................................................................7
Article 13 On Call / Call Back Pay .........................................................................................7
Article 14 Seniority ..................................................................................................................7
Article 15 Job Vacancies ........................................................................................................8
Article 16 Probationary Period ..............................................................................................8
Article 17 Compensation .........................................................................................................8
Article 18 Vacations .................................................................................................................8
Article 19 Sick Leave ...............................................................................................................9
Article 20 Leave .....................................................................................................................10
Article 21 Insurance ..............................................................................................................10
Article 22 Holidays ................................................................................................................11
Article 23 Uniforms ...............................................................................................................12
Article 24 License and Training ..........................................................................................12
Article 25 Legal Protection ...................................................................................................12
Article 26 Waiver ...................................................................................................................12
Article 27 Central Pension Fund ..........................................................................................13
Article 28 Duration ................................................................................................................13
Appendix A 2023-2025 Wage Schedules..................................................................................15
Appendix B Central Pension Fund ..........................................................................................16
Appendix C Safety Boot Accessory List………………………………………..……………17
1
ARTICLE 1 - PURPOSE OF AGREEMENT
This Agreement is entered into between City of Orono, hereinafter referred to as the Employer,
and International Union of Engineers, Local No. 49, hereinafter referred to as the Union. It is the
intent and purpose of this Agreement to:
1.1 Establish the foundation for a harmonious and effective labor-management relationship;
1.2 Establish certain hours, wages and other conditions of employment
1.2 Establish procedures for the resolution of disputes concerning the Agreement's
interpretation and/or application; and
1.3 Place in written form the parties' full and complete agreement upon terms and conditions
of employment for the duration of this Agreement.
ARTICLE 2 - RECOGNITION
2.1 The Employer recognizes the Union as the exclusive representative for all employees in
the job classifications listed below who are public employees within the meaning of Minn.
Stat. § 179A.03, Subdivision 14 excluding confidential and all other employees:
Public Works Supervisor (Utilities)
Public Works Maintenance Worker
Parks Maintenance Worker
Public Works Mechanic
Public Works Supervisor (Streets and Storm)
ARTICLE 3 – DEFINITIONS
3.1 UNION: The International Union of Operating Engineers, Local No. 49.
3.2 EMPLOYER: The City of Orono
3.3 UNION MEMBERS: Members of the International Union of Operating Engineers, Local
No. 49.
3.4 EMPLOYEE: A member of the exclusively recognized bargaining unit.
3.5 BASE PAY RATE: The employee’s hourly rate exclusive of any special allowances.
3.6 OVERTIME: Overtime is defined for Public Works Employees as all hours in excess of
forty (40) hours per week Monday – Friday; all hours worked on Saturday and Sunday and
all hours worked on a non-weekend holiday. Overtime is defined for Parks Employees as
all hours in excess of forty (40) hours per week Monday – Sunday; all hours worked on a
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non-weekend holiday. Overtime shall be paid at one and one half (1-1/2) times employee’s
regular rate of pay.
3.7 CALL BACK: Return of an employee to a specified work site to perform assigned duties
at the express authorization of the Employer at a time other than a scheduled shift. An
extension of or an early report to a scheduled shift is not a call back.
3.8 COMPENSATORY TIME: Time off the employee's regularly scheduled work schedule
pay that is in lieu of cash overtime.
3.9 IMMEDIATE FAMILY: Means Mother, Father, Legal Guardian, spouse, son, daughter,
brother or sister.
3.10 PROBATIONARY PERIOD: Means minimum six (6) months of continuous employment
up to twelve (12) months with an extension period not to exceed six (6) months. Employer
shall notify the union with all extensions over twelve (12) months. The City may terminate
a Probationary Employee any time in its sole discretion.
3.11 RESIGNATION IN GOOD STANDING: An employee leaving service with the Employer
after giving 14 days written notice stating the effective date, providing the employee has
not been discharged for misconduct.
ARTICLE 4 – EMPLOYER SECURITY
4.1 The Union agrees that during the life of this Agreement neither the Union, its officers or
agents, nor any of the employees covered by this Agreement, will engage in, encourage,
participate in, or support any strike, sympathy strike, slowdown, or other interruption of or
interference with the normal functions of the Employer, except as specifically allowed by
Public Employment Labor Relations Act of 1971, as amended.
ARTICLE 5 – UNION SECURITY
5.1 The Employer shall deduct an amount sufficient to provide the payment of regular dues
and/or other union approved deductions, established by the Union, from the wages of
employees authorizing, in writing, such deduction on a form mutually agreed upon by the
Employer and the Union. The deduction of dues shall commence 30 working days after
initial employment with the Employer.
5.2 All Employees who have completed thirty (30) calendar days of employment shall become
members of the Union and shall maintain their membership in good standing. “In good
standing,” for the purpose of this Agreement, is defined as to mean the payment of a
standard initiation fee and standard regular monthly and or administrative dues uniformly
required as a condition of acquiring or retaining membership in the Union.
5.3 The Employer shall remit such deduction to International Union of Operating Engineers
Local No. 49, with a list of the names of the employees from whose wages deductions were
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made, along with pertinent employee information necessary for the collection and
administration of union dues, preferably in an Excel formatted report that may be
electronically transmitted, or by U.S. mail.
The Union shall certify to the Employer, in writing, the current amount of regular dues to
be withheld. The Union shall provide the formula or schedule (if applicable) to calculate
the actual dues deduction to the Employer and will provide a spreadsheet that can be used
to calculate the actual dues, along with any set amount for local assessments, in an
electronic Excel format or via U.S. Mail.
5.4 The Union agrees to indemnify and hold the Employer harmless against any and all claims,
suits, orders, or judgments brought or issued against the Employer by a union member as
a result of any action taken by the Employer under all provisions of this Agreement
pertaining to dues or other union approved deductions.
5.5 The Union may designate employees from the Bargaining Unit to act as stewards and will
inform the Employer in writing of such choices and changes in the position of stewards
immediately.
5.6 The Employer will make space available on a workplace bulletin board for the posting of
union notices and announcements and any other pertinent union information.
5.7 With advance notice to the employee's immediate supervisor, the Employer agrees that
during working hours, on the Employer's premises, and without loss of pay, the local union
business agent or designated union representative shall be allowed reasonable time, which
does not unduly interfere with his/her normal duties, to: post union notices and
announcements or consult with the Employer, its representative, local union officers, or
other union representatives concerning grievances. Employees must keep track of their
time spent on union activities during the workday so that time can be reviewed for
reasonableness by the Employer.
5.8 The Employer shall permit union officers to utilize employer voicemail and email systems
only for the purpose of notifying union members of union membership meetings. Union
officials may come onto the Employer’s property to conduct union business, but only after
reasonable advanced notice to the Employer and only when it does not interfere with
Employees’ work duties.
ARTICLE 6 – EMPLOYER AUTHORITY
6.1 The Employer retains the full and unrestricted right to operate and manage all manpower,
facilities and equipment; to establish functions and programs; to set and amend budgets; to
determine the utilization of technology; to establish and modify the organizational
structure; to select, direct and determine the number of personnel; to establish work
schedules, and to perform any inherent managerial function not specifically limited by this
Agreement.
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ARTICLE 7 – SAVINGS CLAUSE
7.1 This Agreement is subject to the laws of the United States, the State of Minnesota and the
City of Orono. In the event that any provision of this Agreement shall be held to be
contrary to the law by a Court of competent jurisdiction or administrative agency from
whose final judgment or decree no appeal is made within the time provided, or is in
violation of legislative or administrative regulations such provision shall be voided. All
other provisions of this Agreement shall continue in full force and effect. The voided
provisions shall be renegotiated upon written request of either party.
ARTICLE 8 – EMPLOYEE RIGHTS/ GRIEVANCE PROCEDURE
8.1 A grievance is defined as a dispute or disagreement as to the interpretation or application
of the specific terms and conditions of this Agreement.
8.2 Union Representative. The Employer will recognize representatives designated by the
Union as the grievance representatives of the bargaining unit. The Union shall notify the
Employer in writing of the names of such Union representatives and of their successors
when so designated.
8.3 Processing of a Grievance. It is recognized and accepted by the Union and the Employer
that the processing of grievances as hereinafter provided is limited by the job duties and
responsibilities of the employees and shall therefore be accomplished during normal
working hours only when consistent with such employee duties and responsibilities. The
aggrieved employee and the Union representative shall be allowed a reasonable amount of
time without loss in pay when a grievance is investigated and presented to the Employer
during normal working hours provided the employee and the Union representative have
notified and received the approval of the designated supervisor.
8.4 Procedure. Grievances, as defined by Section 8.1, shall be resolved in conformance with
the following procedure:
Step 1. An employee claiming a violation concerning the interpretation or application of
this Agreement shall, within twenty-one (21) calendar days after such alleged violation has
occurred, present such grievance to the Employer. At this step, the grievance may be
presented in writing. The Employer will discuss and give an answer, in writing, to such
Step 1 grievance within ten (10) calendar days after receipt. A grievance not resolved in
Step 1 and appealed to Step 2 shall be placed in writing setting forth the nature of the
grievance, the facts on which it was based, the provision or provisions of the Agreement
allegedly violated, and the remedy requested and shall be appealed to Step 2 within ten
(10) calendar days after the Employer’s final answer in Step 1. Any grievance not appealed
in writing to Step 2 by the Union within ten (10) calendar days shall be considered waived.
Step 2. If appealed, the written grievance shall be presented by the Union and discussed
with the Employer-designated Step 2 representative. The Employer-designated
representative shall give the Union the Employer’s Step 2 answer in writing within Ten
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(10) calendar days after receipt of such Step 2 grievance. A grievance not resolved in Step
2 may be appealed to Step 3 within Ten (10) calendar days following the Employer-
designated representative’s final Step 2 answer. Any grievance not appealed in writing to
Step 3 by the Union within ten (10) calendar days shall be considered waived.
Step 3. A grievance unresolved in Step 2 and appealed to Step 3 shall be submitted to
mediation or arbitration. The Employer and the Union representative shall endeavor to
select a mutually acceptable arbitrator to hear and decide the grievance. If the parties
cannot agree on an arbitrator, the selection of an arbitrator shall be made in accordance
with the Rules established by the Bureau of Mediation Services.
The Union and the Employer will endeavor to select a mutually acceptable arbitrator to
hear and decide the grievance. If the Union and the Employer are unable to agree on an
arbitrator, they may request, from the Director of the Bureau of Mediation Services, a list
of qualified arbitrators. The parties will alternately strike names from the list of arbitrators
until only one (1) name remains. The remaining arbitrator will hear and decide the
grievance. If the parties are unable to agree on who will strike the first name the question
will be decided by the flip of a coin.
8.5 Arbitrator’s Authority. The arbitrator shall have no right to amend, modify, nullify, ignore,
add to, or subtract from the terms and conditions of this Agreement. The arbitrator shall
consider and decide only the issue(s) submitted by the Employer and the Union in writing
and shall have no authority to make a decision on any other issue not so submitted.
The arbitrator shall be without power to make decisions contrary to, or inconsistent with,
or modifying or varying in any way the application of laws, rules or regulations having the
force and effect of law. The arbitrator’s decision shall be submitted to both parties in
writing within thirty (30) days following the close of the hearing or the submission of briefs
by the parties, whichever be later, unless the parties agree to an extension. The decision
shall be binding on both the Employer and the Union and shall be based solely on the
arbitrator’s interpretation or application of the express terms of this Agreement and to the
facts of the grievance presented.
The fees and expenses for the arbitrator’s services and proceedings shall be borne equally
by the Employer and the Union provided that each party shall be responsible for
compensating its own representatives and witnesses. One (1) union steward shall receive
their regular wages for the time spent in the arbitration proceeding, if during regular work
hours. If either party desires a verbatim record of the proceedings, it may cause such a
record to be made, providing it pays for the record. If both parties desire a verbatim record
of the proceedings the cost shall be shared equally.
WAIVER: If a grievance is not presented within the time limits set forth above, it shall be
considered “waived”. If a grievance is not appealed to the next step within the specific
time limit or any agreed extension thereof, it shall be considered settled on the basis of the
Employer’s last offer. If the Employer does not answer a grievance it is deemed denied.
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The time limit for each Step may be extended by mutual agreement of the Employer and
the Union.
ARTICLE 9 – DISCIPLINE
9.1 For the purpose of this article, an employee shall be any employee having successfully
completed the employee’s probationary period.
9.2 The Employer will discipline employees for just cause only. Discipline maybe in one (1)
or more of the following forms:
A. Oral reprimand
B. Written reprimand
C. Suspension (paid or unpaid)
D. Demotion, or
E. Discharge
9.3 Written reprimands, notices of suspensions, notices of demotion and notices of discharge
which are to become part of an employee’s personnel file will be read and acknowledged
by signature of the employee. Employees and the Union will receive a copy of such
reprimands and/or notices. After 24 months written reprimands will be removed from
employee’s personal file. Provided the Employer’s adopted and approved data retention
policy allows for the destruction of the discipline.
9.4 Employees may examine their own individual personnel files once every six months in
accordance with data practice act.
9.5 Employees will not be questioned by an individual not part of this Union concerning an
investigation of disciplinary action unless the employee has been given adequate
opportunity to have a Union representative present at such questioning.
9.6 Grievances relating to this article shall be initiated by the Union at Step 2 of the grievance
procedure under Article 8 of this Agreement.
ARTICLE 10 – JOB SAFETY / TRAINING
10.1 Accident and injury free operations shall be the goal of all Employers and employees. To
this end, the Employer and employee will, to the best of their ability, abide by and live up
to the requirements of all State and Federal Laws.
10.2 The Employer shall issue rules and notices to the employees regarding on the job safety
requirements. No employee may be discharged for refusing to work under unsafe
conditions.
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10.3 The time an employee spends attending training during their scheduled shift, approved by
the Employer shall be considered working hours for the purpose of computing wages and
other benefits provided by this Agreement.
ARTICLE 11 – WORK SCHEDULES
11.1 The sole authority in work schedules is the Employer. The normal regular work day shall
be eight (8) hours. The normal work week for Public Works Employees shall be forty (40)
hours Monday through Friday. Public Works normal scheduled work hours are from 7:00
a.m. to 3:30 p.m. The normal work week for Parks Employees shall be forty (40) hours
Monday through Sunday.
11.2 Rest breaks are provided one (1) 15 minute in break in the first half of the scheduled 8-
hour work shift and one (1) 15 minute in the second half of the eight (8) hour shift. Breaks
shall be taken near location the employee is currently working.
ARTICLE 12 – OVERTIME PAY
12.1 Overtime is defined for Public Works Employees as all hours in excess of forty (40) hours
per week Monday – Friday; all hours worked on Saturday and Sunday and all hours worked
on a non-weekend holiday. Overtime is defined for Parks Employees as all hours in excess
of forty (40) hours per week Monday – Sunday; all hours worked on a non-weekend
holiday. Overtime shall be paid at one and one half (1-1/2) times employee’s regular rate
of pay.
12.2 All hours on in pay status in excess of (40) hours per week, employees have the option to
use this time as compensatory time.
12.3 Compensatory Time: Accumulated compensatory time limit is forty (40) hours. Prior to
December 31st of each year, an employee must cash out all but 20 hours of compensatory
time and those remaining hours not cashed remain available for use in the following
year.
12.4 All Employees may be required to work overtime as defined in Article 12. All Overtime
hours shall be distributed equally.
ARTICLE 13 – ON-CALL / CALL BACK PAY
13.1 Public Works employees designated by their supervisor to serve in an “On-Call” status on
behalf of the City shall receive one (1) hour per weekday Monday through Friday and six
(6) hours per weekend day Saturday and Sunday (for a total of 17 hours) regular base pay.
Employees designated “On-Call” on recognized holidays shall receive seven and a half
(7.5) hours regular base pay.
13.2 Employees who are called in to work, and physically report to work, during off-shift hours
will be entitled to a minimum of two (2) hours pay at the applicable rate. Employees who
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are called during off shift hours to resolve a problem and are able to do so without
physically reporting to work, via remote access, will be entitled to a minimum of one (1)
hour pay at the applicable rate. The acknowledgement of alarms and electronic
notifications by the on call employee is covered by the compensation described in 13.1.
ARTICLE 14 – SENIORITY
14.1 Seniority will be determined by an employee’s length of continuous full time service with
the Employer and posted in an appropriate location.
14.2 Seniority will be a factor for transfers, promotions and layoffs when all job-relevant
qualification factors are equal.
14.3 Layoff: The Employer shall determine the position(s) in the classification which are to be
eliminated provided, however, that all employees in temporary and part-time positions
shall be laid off before regular employees. Layoffs shall be in reverse seniority order
provided employee can perform work available.
ARTICLE 15 – JOB VACANCIES
15.1 Posting Vacancies: Notice of all permanent vacancies and newly created positions shall be
posted.
ARTICLE 16 – PROMOTION PERIOD
16.1 Promotion Probationary period will be twelve (12) months. Employees may be reassigned
to their previous position by Employer or on employee’s request within the first 30 days of
their promotion.
ARTICLE 17 – COMPENSATION
17.1 Rates of Pay: Employees covered by this Agreement shall be compensated in accordance
with the Salary Schedule marked Appendix A attached hereto and made a part of this
Agreement.
17.2 Employee accepting promotion shall not be paid an hourly wage less than previous held
position.
17.3 Placement into the Pay Schedule: The City has the discretion to place a new employee into
the pay schedule at a step other than the start step as the City deems appropriate.
17.4 Vacation, sick leave, compensatory time and holidays will be counted as hours worked.
ARTICLE 18 – VACATIONS
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18.1 For determining an employee’s vacation accrual rate, years of service will include all
continuous time the employee has worked at the city (including authorized unpaid leave).
Employees who are rehired after terminating city employment will not receive credit for
their prior service.
Years of Service Accrual Rate
0 through completion of 5 years 10 days (80) hours
6 through completion of 10 years 15 days (120) hours
11 through completion of 15 years 18 days (144) hours
16 years 19 days (152) hours
17 years 20 days (160) hours
18 years 21 days (168) hours
19 years 22 days (176) hours
20 years 23 days (184) hours
18.2 Employees will not be allowed to accrue more than 240 hours of vacation leave. Once an
employee accrues 240 hours they will not accrue additional time unless the number of
hours drops below 240.
18.4 Vacation leave with pay may not be taken unless it has been earned. Vacation can be
requested in increments as small as hour increments and up to 160 hours of the total accrued
leave balance.
18.5 Employees are allowed to transfer accrued vacation to sick leave for another employee
under certain health related circumstances. The City reserves the right of transfer on a case-
by-case basis.
18.6 Employee who terminates employment, in good standing, with vacation leave time
remaining shall be paid for their accrued vacation leave.
18.7 For the purpose of accumulating additional vacation leave an employee using vacation,
comp time used or on paid sick leave is considered to be working. If a paid holiday falls
during an employee’s vacation, the employee will not be charged vacation time for the
period of the holiday.
ARTICLE 19 – SICK LEAVE
19.1 All regular full-time Employees shall earn sick leave at the rate of eight (8) hours each
month. Employees shall accrue up a maximum of nine hundred and sixty (960) hours. In
addition, any hours over 960 hours accrued shall go into a catastrophic sick leave bank
which may be used any time the person is sick for more than 30 consecutive calendar days.
The maximum accrued in this bank is 320 hours and is not useable for severance purposes
in article 19.3.
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19.2 Sick leave may be used only for days when the employee would otherwise have been at
work. It cannot be used for scheduled days off. Employee must report the reason for the
absence within one-half (1/2) hour of the beginning of the work day to their supervisor.
Sick leave may be used to care for employee’s immediate family.
19.3 Severance Pay. Each employee with at least three (3) years, but less than twelve (12) years,
of service with the employer will receive, upon honorable termination of employment, one-
third (1/3) of the employee's accumulated sick leave as severance pay. Each employee with
twelve (12) years or more of service with the Employer will receive, upon honorable
termination of employment, one-half (1/2) of the employee’s accumulated sick leave as
severance pay. These funds shall be deposited into a designated Post-Employment Health
Care Savings Plan.
19.4 An employee may donate up to sixteen (16) hours of sick leave per calendar year to a fellow
employee.
19.5 Active Worker’s Compensation. Employees receiving Worker’s Compensation benefits
because of job connected injury or sickness shall, if he/she assigns his/her check to the
City, receive full wages for that period. Or, if any Employee is receiving Worker’s
Compensation benefits and does not assign his/her check, he/she will be paid for the
difference between the Workers’ compensation allowance and his/her regular weekly pay.
19.6 Long Term Disability Insurance. Employees may enroll in long term disability in the same
manner as the benefit is being offered to other City employees.
ARTICLE 20 – LEAVE
20.1 Funeral: All full-time regular employees shall be granted three (3) days paid leave for a
death in employee’s immediate family. Means mother, father, spouse, son, daughter, aunt,
uncle, niece, nephew, step-child, brother, sister, brother-in-law, sister in-law, mother in-
law, father in-law, grandparents and grandchild of the employee or the employee’s spouse.
ARTICLE 21 – INSURANCE
21.1 Effective January 1, 2023, In accordance with the Affordable Care Act, the EMPLOYER’s
contribution per employee receiving single medical insurance coverage is $915.00 per
month toward a cafeteria benefit plan that offers group health, life, long-term disability and
dental insurance, subject to the health insurance opt-out provisions set out in Paragraph
21.4. The EMPLOYER’s contribution per employee receiving family (employee plus
spouse and/or dependents) medical insurance coverage is $1,715.00 per month toward a
cafeteria benefit plan that offers group health, life, long-term disability and dental
insurance, subject to the health insurance opt-out provisions set out in Paragraph 21.4.
21.2 Effective January 1, 2024, In accordance with the Affordable Care Act, the EMPLOYER’s
contribution per employee receiving single medical insurance coverage is $915.00 per
month, (however, at no time shall the Employer contribution be less than 100% of the
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premium cost for single coverage of the highest option medical plan available), toward a
cafeteria benefit plan that offers group health, life, long-term disability and dental
insurance, subject to the health insurance opt-out provisions set out in Paragraph 21.4. The
EMPLOYER’s contribution per employee receiving family (employee plus spouse and/or
dependents) medical insurance coverage is the amount established in 2023, plus fifty
(50%) percent of any increase in the family medical insurance the insurance premium,
toward a cafeteria benefit plan that offers group health, life, long-term disability and dental
insurance, subject to the health insurance opt-out provisions set out in Paragraph 21.4.
21.3 Effective January 1, 2025, In accordance with the Affordable Care Act, the EMPLOYER’s
contribution per employee receiving single health insurance coverage is $915.00 per
month, (however, at no time shall the Employer contribution be less than 100% of the
premium cost for single coverage of the highest option health plan available), toward a
cafeteria benefit plan that offers group health, life, long-term disability and dental
insurance, subject to the health insurance opt-out provisions set out in Paragraph 21.4. The
EMPLOYER’s contribution per employee receiving family (employee plus spouse and/or
dependents) medical insurance coverage is the amount established in 2024, plus fifty (50%)
percent of any increase in the family medical insurance the insurance premium, toward a
cafeteria benefit plan that offers group health, life, long-term disability and dental
insurance, subject to the health insurance opt-out provisions set out in Paragraph 21.4.
21.4 Health Insurance Opt-Out Option. If a health insurance opt-out option is available with the
City's group health insurance plan, an employee who has health insurance through a group-
sponsored plan elsewhere may elect to waive health insurance coverage. An employee who
waives health insurance coverage will receive, as the City's insurance contribution, the
difference between the lowest cost single coverage health insurance plan and the City's
single insurance contribution, as set out in Paragraph 21.1 as an opt-out credit to use
through the City's cafeteria benefit plan.
ARTICLE 22 – HOLIDAYS
22.1 Recognized Holidays. Holidays include the following:
New Year’s Day …………………………………. January 1
Martin Luther King Day …………………………. Third Monday, January
President’s Day …………………………………... Third Monday, February
Memorial Day ……………………………………. Last Monday, May
Juneteenth Day ……………………………………. June 19
Independence Day ………………………………... July 4
Labor Day ………………………………………… First Monday, September
Veteran’s Day ……………………………………. November 11
Thanksgiving Day ………………………………... Fourth Thursday, November
The Day after Thanksgiving……………………… Fourth Friday in November
Christmas Eve Day……………………………….. December 24
Christmas Day …………………………………… December 25
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(1) Floating holiday per calendar year…………. ... Employee option if not
designated by the City. Employee scheduled for On-Call duties and reports for duty is
eligible to reschedule floating holiday.
22.2 Employees required to work on observed Holidays shall receive one and one-half (1-1/2)
times their regular rate.
22.3 Regular full-time Employees shall be paid at their regular rate of pay for each of the official
holidays.
ARTICLE 23 – UNIFORMS
23.1 The City will provide all City-required uniforms articles and equipment except safety boots
which are covered in article 23.2.
23.2 The Employer agrees to reimburse Employees a sum not to exceed Three Hundred
($300.00) Dollars per year for the purchase of safety shoes or boots and for approved
accessories purchased at the time of the boots. The approved list of accessories is attached
as Ex. C. Claims for the allowance may be submitted 1x per year. In the event that the
newly procured boots are wrecked while working that they will be replaced by the City
through a second annual allowance– this does not include normal wear and tear or acts of
negligence and must be approved by the department head.
23.3 Employer will provide personal protection equipment to all employees to include leather
gloves, safety glasses, safety sunglasses and hard hat ear and eye protection. Winter
insulated coverall or bib/jacket combination, tree cutting chaps for each member and winter
hat.
23.4 Designated staff will be provided a cell phone or other electronic device for city business
purposes. In lieu of a city-owned cell phone, designated staff may elect to receive a monthly
reimbursement of fifty ($50) dollars towards the cost of an employee’s personal cell phone
service which will also be used for city business purposes. Employees may have reasonable
personal use of city issued cell phone in accordance with the city cell phone policy.
ARTICLE 24 – LICENSE AND TRAINING
24.1 The City shall pay the cost of the employee’s required license fees.
24.2 The City will pay for and provide the required training for required utility and CDL
licensing upon the employee receiving prior written approval from the Employer to attend
such training.
24.3 Employees under this agreement will be reimbursed for expenses incurred during
authorized conference attendance including travel, meals and registration fees.
ARTICLE 25 – LEGAL PROTECTION
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25.1 The City shall provide through insurance coverage or otherwise, defense, necessary legal
expenses and other costs to any Employee against whom a claim is made or a lawsuit is
commenced which is based upon the conduct of the Employee acting in the course of this
employment, except for intentional torts and crimes of ordinance violations knowingly
committed by such Employee.
ARTICLE 26 – WAIVER
26.1 Any and all prior agreements, resolutions, practices, policies, rules and regulations
regarding terms and conditions of employment to the extent inconsistent with the
provisions of this Agreement, are hereby superseded.
26.2 The parties mutually acknowledge that during the negotiations which resulted in this
Agreement, each had the unlimited right and opportunity to make demands with respect to
any term or condition of employment not removed by law from bargaining. All agreements
and understandings arrived at by the parties are set forth in writing in this Agreement. The
Employer and the Union each voluntarily waives the right to meet and negotiate regarding
any and all terms and conditions of employment referred to or covered by this Agreement,
even though such terms or conditions may not have been within the knowledge or
contemplation of either or both of the parties at the time that this contract was negotiated
or executed.
ARTICLE 27 – CENTRAL PENSION FUND
27.1 Eligible Employees may participate in the Central Pension Fund. The City will withhold
Employee’s elections. See Appendix B.
ARTICLE 28 – DURATION
This Agreement shall be in effect from and shall remain in effect January 1, 2023 through
December 31, 2025 until thereafter unless either party gives notice as may be required by State
Statute of their desire to amend this Agreement.
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IN WITNESS WHEREOF, the parties hereto have set their signatures.
CITY OF ORONO INTERNATIONAL UNION OF OPERATING
ENGINEERS, LOCAL NO. 49
Date_________________________ Date_________________________
__________________________________ __________________________________
Dennis Walsh, Mayor Jason George, Business Manager
__________________________________ __________________________________
Adam T. Edwards, City Administrator Corey Bergerson, Business Representative
__________________________________
Steward
__________________________________
Steward
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APPENDIX A
Appendix A - Wages:
Wages: Wages for 2023, 2024 and 2025 shall be based on the compensation plan below.
Longevity pay: Beginning on the anniversary of the Employee’s 8th year of service, a longevity
incentive will be applied to the hourly rate of the Employee. The Employee shall receive $0.10 per
hour per year of service 8 years and above as a longevity incentive. This will be effective January
1, 2023 and will be adjusted at the employment anniversary of each Employee. This will be added
to the Employee’s hourly wage for all hours worked.
Sample Calculations:
8 (years of service) x $0.10 = $0.80; Longevity pay = $0.80 per hour.
17 (years of service) x $0.10 = $1.70; Longevity pay = $1.70 per hour.
CITY OF ORONO
EMPLOYEE COMPENSATION PLAN
POSITION GRADES
2023 Operating Engineers Local 49
7 Public Works
Maintenance Worker,
Parks Maintenance
Worker
$ 28.42 $ 29.30 $ 30.21 $ 31.14 $ 32.10 $ 33.10 $ 34.12 $ 35.18
8 Mechanic $ 30.24 $ 31.17 $ 32.14 $ 33.13 $ 34.16 $ 35.21 $ 36.30 $ 37.43
10 Public Works
Supervisor
$ 34.22 $ 35.28 $ 36.37 $ 37.50 $ 38.66 $ 39.85 $ 41.09 $ 42.36
2024 Operating Engineers Local 49
7 Public Works
Maintenance Worker,
Parks Maintenance
Worker
$ 29.27 $ 30.18 $ 31.11 $ 32.08 $ 33.07 $ 34.09 $ 35.14 $ 36.23
8 Mechanic $ 31.15 $ 32.11 $ 33.10 $ 34.13 $ 35.18 $ 36.27 $ 37.39 $ 38.55
10 Public Works
Supervisor
$ 35.25 $ 36.34 $ 37.47 $ 38.62 $ 39.82 $ 41.05 $ 42.32 $ 43.63
2025 Operating Engineers Local 49
7 Public Works
Maintenance Worker,
Parks Maintenance
Worker
$ 30.15 $ 31.09 $ 32.05 $ 33.04 $ 34.06 $ 35.11 $ 36.20 $ 37.32
8 Mechanic $ 32.08 $ 33.07 $ 34.10 $ 35.15 $ 36.24 $ 37.36 $ 38.51 $ 39.70
10 Public Works
Supervisor
$ 36.31 $ 37.43 $ 38.59 $ 39.78 $ 41.01 $ 42.28 $ 43.59 $ 44.94
16
APPENDIX B
CENTRAL PENSION FUND
The City of Orono agrees to participate in the Central Pension Fund of the International Union of
Operating Engineers and Participating Employers (“Central Pension Fund”) in accordance with
the terms of the Restated Agreement and Declaration Trust of the Central Pension, the Plan of
Benefits, and this Memorandum of Understanding.
1. Minnesota Statute § 356.24, Subd. 1(10) expressly authorizes the Employer to contribute
public funds to the Central Pension Fund as a supplemental pension plan for the employees
of a governmental subdivision who are covered by a collective bargaining agreement that
provides for such coverage.
2. Sections 4.1 of the Restated Agreement and Declaration of Trust of the Central Pension
Fund and 13.01 of the Plan of Benefits only permits Employer Contributions to the Fund.
3. The Parties agree that the agreed upon Employer contribution amount that would otherwise
be paid in salary or wages will be contributed instead to the CPF as a pre-tax Employer
contribution. Contributions from the Employer will not be funded from any other source
unless agreed upon by the parties.
4. The hourly contribution rate will be applied to every hour compensated (i.e. hours worked,
vacation, holiday and sick time) except for overtime hours worked. The Employer shall
remit this contribution directly to the Central Pension Fund at 4115 Chesapeake Street
N.W., Washington D.C. 20016.
5. A contribution of $1.00 per straight time hour worked prevents annual Central Pension
Fund contributions on behalf of eligible Employees from exceeding $5,000.00 in a year
and therefore complies with the limitations set forth under Minnesota Statute, §356.24,
Subd. 1(10) as amended.
6. For purposes of determining future wage rates, the Employer shall first restore the amount
of the Employer Contribution, which is currently the CPF contribution rate of $1.00 per
hour, then apply the applicable wage multiplier, then reduce the revised wage by the
Central Pension Fund contribution rate.
7. For purposes of calculating overtime compensation, the Employer shall first restore the
amount of the Employer Contribution $1.00 then apply the applicable 1.5 wage multiplier
required under the Fair Labor Standards Act (FLSA) and the Collective Bargaining
Agreement, then pay the resulting amount for overtime worked.
8. The Parties agree that the Public Employees Retirement Association (PERA) interprets
Employer contributions to the Central Pension Fund as being included in determining
“salary” for the purposes of the public pension.
9. The parties agree to abide by the terms and conditions of the Restated Agreement and
Declaration of Trust and the Plan of Benefits of the Central Pension Fund.
10. Effective January 21, 2022 the contribution rate equals $1.00 per straight time hour
worked.
11. Members, by majority vote, may change the contribution rate at any time during the life of
the Collective Bargaining Agreement. The Union and Employer will work together to
implement member approved changes as soon as is practicable.
213944v6
APPENDIX C
Safety Boot Accessory List
The following accessories are authorized for reimbursement with Safety Boots. Claims for
reimbursement of these times must be submitted at the same time as the Safety Boot Claim.
Laces
Insoles
Toe protectors
Metatarsal guards
Shoe conditioning oils/sprays
AGENDA ITEM
Prepared By: Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of the action item is to renew our DCP agreement with MnDOT.
2. Background / Summary. The City of Orono like other cities and Counties has an agreement with
MnDOT which allows for the facilitation of Federal Aid for transportation to be administered. These
agreements cover the roles and responsibilities associated with federal aid funds and allow for MnDOT to
act as a local agency’s agent in accepting these funds for construction projects.
3. Staff Recommendation. I recommend approval of the attached agreement and resolution.
COUNCIL ACTION REQUESTED
Motion to approve resolution 7356 and the Delegated Contract Process (DCP) agreement with MnDOT.
Exhibits
A. DCP Agreement
B. Resolution 7356
Item No.: 7 Date: April 10, 2023
Item Description: Delegated Contract Process (DCP) Agreement with MnDOT –
Resolution No. 7356
Presenter: Adam T. Edwards
City Engineer
Agenda
Section:
Consent Agenda
MnDOT Contract No. 1052028
Updated November 7, 2022 1
STATE OF MINNESOTA
AGENCY AGREEMENT
for
FEDERAL PARTICIPATION IN CONSTRUCTION
This Agreement is entered into by and between City of Orono (“Local Government”) and the State of Minnesota acting
through its Commissioner of Transportation (“MnDOT”).
RECITALS
1. Pursuant to Minnesota Statutes Section 161.36, the Local Government desires MnDOT to act as the Local
Government’s agent in accepting federal funds on the Local Government’s behalf for the construction,
improvement, or enhancement of transportation financed either in whole or in part by Federal Highway
Administration (“FHWA”) federal funds, hereinafter referred to as the “Project(s)”; and
2. This Agreement is intended to cover all federal aid projects initiated by the Local Government and therefore has
no specific State Project number associated with it, and
2.1. The Assistance Listing Number (ALN) is 20.205, 20.224, 20.933 or another Department of Transportation
ALN as listed on SAM.gov and
2.2. This project is for construction, not research and development.
2.3. MnDOT requires that the terms and conditions of this agency be set forth in an agreement.
AGREEMENT TERMS
1. Term of Agreement; Prior Agreement
1.1. Effective Date. This Agreement will be effective on the date that MnDOT obtains all required signatures
under Minn. Stat. §16C.05, Subd. 2. This Agreement will remain effective until it is superseded or
terminated pursuant to section 14.
2. Local Government’s Duties
2.1. Designation. The Local Government designates MnDOT to act as its agent in accepting federal funds on its
behalf made available for the Project(s). Details on the required processes and procedures are available on
the State Aid Website.
2.2. Staffing.
2.2.1. The Local Government will furnish and assign a publicly employed and licensed engineer, (“Project
Engineer"), to be in responsible charge of the Project(s) and to supervise and direct the work to be
performed under any construction contract let for the Project(s). In the alternative, where the Local
Government elects to use a private consultant for construction engineering services, the Local
Government will provide a qualified, full‐time public employee of the Local Government to be in
responsible charge of the Project(s). The services of the Local Government to be performed hereunder
may not be assigned, sublet, or transferred unless the Local Government is notified in writing by
MnDOT that such action is permitted under 23 CFR 1.33 and 23 CFR 635.105 and state law. This
written consent will in no way relieve the Local Government from its primary responsibility for
performance of the work.
MnDOT Contract No. 1052028
2
2.2.2. During the progress of the work on the Project(s), the Local Government authorizes its Project
Engineer to request in writing specific engineering and/or technical services from MnDOT, pursuant to
Minnesota Statutes Section 161.39. Such services may be covered by other technical service
agreements. If MnDOT furnishes the services requested, and if MnDOT requests reimbursement, then
the Local Government will promptly pay MnDOT to reimburse the state trunk highway fund for the full
cost and expense of furnishing such services. The costs and expenses will include the current MnDOT
labor additives and overhead rates, subject to adjustment based on actual direct costs that have been
verified by audit. Provision of such services will not be deemed to make MnDOT a principal or co‐
principal with respect to the Project(s).
2.3. Pre‐letting. The Local Government will prepare construction contracts in accordance with Minnesota law
and applicable Federal laws and regulations.
2.3.1. The Local Government will solicit bids after obtaining written notification from MnDOT that the FHWA
has authorized the Project(s). Any Project(s) advertised prior to authorization without permission will
not be eligible for federal reimbursement.
2.3.2. The Local Government will prepare the Proposal for Highway Construction for the construction
contract, which will include all federal‐aid provisions supplied by MnDOT.
2.3.3. The Local Government will prepare and publish the bid solicitation for the Project(s) as required by
state and federal laws. The Local Government will include in the solicitation the required language for
federal‐aid construction contracts as supplied by MnDOT. The solicitation will state where the
proposals, plans, and specifications are available for the inspection of prospective bidders and where
the Local Government will receive the sealed bids.
2.3.4. The Local Government may not include other work in the construction contract for the authorized
Project(s) without obtaining prior notification from MnDOT that such work is allowed by FHWA.
Failure to obtain such notification may result in the loss of some or all of the federal funds for the
Project(s). All work included in a federal contract is subject to the same federal requirements as the
federal project.
2.3.5. The Local Government will prepare and sell the plan and proposal packages and prepare and
distribute any addenda, if needed.
2.3.6. The Local Government will receive and open bids.
2.3.7. After the bids are opened, the Local Government will consider the bids and will award the bid to the
lowest responsible bidder or reject all bids. If the construction contract contains a goal for
Disadvantaged Business Enterprises (DBEs), the Local Government will not award the bid until it has
received certification of the Disadvantaged Business Enterprise participation from the MnDOT Office
of Civil Rights.
2.3.8. The Local Government must disclose in writing any potential conflict of interest to the Federal
awarding agency or MnDOT in accordance with applicable FHWA policy.
2.4. Contract Administration.
2.4.1. The Local Government will prepare and execute a construction contract with the lowest responsible
bidder, hereinafter referred to as the “Contractor,” in accordance with the special provisions and the
latest edition of MnDOT’s Standard Specifications for Construction when the contract is awarded and
all amendments thereto. All contracts between the Local Government and third parties or
subcontractors must contain all applicable provisions of this Agreement, including the applicable
federal contract clauses, which are identified in Appendix II of 2 CFR 200, Uniform Administrative
MnDOT Contract No. 1052028
3
Requirements, Cost Principles and Audit Requirements for Federal Awards, and as identified in Section
18 of this Agreement.
2.4.2. The Project(s) will be constructed in accordance with the plans, special provisions, and standard
specifications of each Project. The standard specifications will be the latest edition of MnDOT
Standard Specifications for Highway Construction and all amendments thereto. The plans, special
provisions, and standard specifications will be on file at the Local Government Engineer’s Office. The
plans, special provisions, and specifications are incorporated into this Agreement by reference as
though fully set forth herein.
2.4.3. The Local Government will furnish the personnel, services, supplies, and equipment necessary to
properly supervise, inspect, and document the work for the Project(s). The services of the Local
Government to be performed hereunder may not be assigned, sublet, or transferred unless the Local
Government is notified in writing by MnDOT that such action is permitted under 23 CFR 1.33 and 23
CFR 635.105 and state law. This written consent will in no way relieve the Local Government from its
primary responsibility for performance of the work.
2.4.4. The Local Government will document quantities in accordance with the guidelines set forth in the
Construction Section of the Electronic State Aid Manual that are in effect at the time the work was
performed.
2.4.5. The Local Government will test materials in accordance with the Schedule of Materials Control in
effect at the time each Project was let. The Local Government will notify MnDOT when work is in
progress on the Project(s) that requires observation by the Independent Assurance Inspector, as
required by the Independent Assurance Schedule.
2.4.6. The Local Government may make changes in the plans or the character of the work, as may be
necessary to complete the Project(s), and may enter into Change Order(s) with the Contractor. The
Local Government will not be reimbursed for any costs of any work performed under a change order
unless MnDOT has notified the Local Government that the subject work is eligible for federal funds
and sufficient federal funds are available.
2.4.7. The Local Government will request approval from MnDOT for all costs in excess of the amount of
federal funds previously approved for the Project(s) prior to incurring such costs. Failure to obtain
such approval may result in such costs being disallowed for reimbursement.
2.4.8. The Local Government will prepare reports, keep records, and perform work so as to meet federal
requirements and to enable MnDOT to collect the federal aid sought by the Local Government.
Required reports are listed in the MnDOT State Aid Manual, Delegated Contract Process Checklist,
available from MnDOT’s authorized representative. The Local Government will retain all records and
reports and allow MnDOT or the FHWA access to such records and reports for six years.
2.4.9. Upon completion of the Project(s), the Project Engineer will determine whether the work will be
accepted.
2.5. Limitations.
2.5.1. The Local Government will comply with all applicable Federal, State, and local laws, ordinances, and
regulations.
2.5.2. Nondiscrimination. It is the policy of the Federal Highway Administration and the State of Minnesota
that no person in the United States will, on the grounds of race, color, or national origin, be excluded
from participation in, be denied the benefits of, or be subjected to discrimination under any program
or activity receiving Federal financial assistance (42 U.S.C. 2000d). Through expansion of the mandate
for nondiscrimination in Title VI and through parallel legislation, the proscribed bases of discrimination
MnDOT Contract No. 1052028
4
include race, color, sex, national origin, age, and disability. In addition, the Title VI program has been
extended to cover all programs, activities and services of an entity receiving Federal financial
assistance, whether such programs and activities are Federally assisted or not. Even in the absence of
prior discriminatory practice or usage, a recipient in administering a program or activity to which this
part applies is expected to take affirmative action to assure that no person is excluded from
participation in, or is denied the benefits of, the program or activity on the grounds of race, color,
national origin, sex, age, or disability. It is the responsibility of the Local Government to carry out the
above requirements.
2.5.3. Utilities. The Local Government will treat all public, private or cooperatively owned utility facilities
which directly or indirectly serve the public and which occupy highway rights of way in conformance
with 23 CFR 645 “Utilities”, which is incorporated herein by reference.
2.6. Maintenance. The Local Government assumes full responsibility for the operation and maintenance of any
facility constructed or improved under this Agreement.
3. MnDOT’s Duties
3.1. Acceptance. MnDOT accepts designation as Agent of the Local Government for the receipt and disbursement
of federal funds and will act in accordance herewith.
3.2. Project Activities.
3.2.1. MnDOT will make the necessary requests to the FHWA for authorization to use federal funds for the
Project(s) and for reimbursement of eligible costs pursuant to the terms of this Agreement.
3.2.2. MnDOT will provide to the Local Government copies of the required Federal‐aid clauses to be included
in the bid solicitation and will provide the required Federal‐aid provisions to be included in the Proposal
for Highway Construction.
3.2.3. MnDOT will review and certify the DBE participation and notify the Local Government when certification
is complete. If certification of DBE participation (or good faith efforts to achieve such participation)
cannot be obtained, then Local Government must decide whether to proceed with awarding the
contract. Failure to obtain such certification will result in the Project becoming ineligible for federal
assistance, and the Local Government must make up any shortfall.
3.2.4. MnDOT will provide the required labor postings.
3.3. Authority. MnDOT may withhold federal funds, where MnDOT or the FHWA determines that the Project(s)
was not completed in compliance with federal requirements.
3.4. Inspection. MnDOT, the FHWA, or duly authorized representatives of the state and federal government will
have the right to audit, evaluate and monitor the work performed under this Agreement. The Local
Government will make all books, records, and documents pertaining to the work hereunder available for a
minimum of six years following the closing of the construction contract.
4. Time
4.1. The Local Government must comply with all time requirements described in this Agreement. In the
performance of this Agreement, time is of the essence.
4.2. The period of performance is defined as beginning on the date of federal authorization and ending on the
date defined in the federal financial system or federal agreement (“end date”). No work completed after
the end date will be eligible for federal funding. Local Government must submit all contract close out
paperwork to MnDOT at least twenty‐four months prior to the end date.
5. Payment
MnDOT Contract No. 1052028
5
5.1. Cost. The entire cost of the Project(s) is to be paid from federal funds made available by the FHWA and by
other funds provided by the Local Government. The Local Government will pay any part of the cost or
expense of the Project(s) that is not paid by federal funds. MnDOT will receive the federal funds to be paid
by the FHWA for the Project(s), pursuant to Minnesota Statutes § 161.36, Subdivision 2. MnDOT will
reimburse the Local Government, from said federal funds made available to each Project, for each partial
payment request, subject to the availability and limits of those funds.
5.2. Indirect Cost Rate Proposal/Cost Allocation Plan. If the Local Government seeks reimbursement for indirect
costs and has submitted to MnDOT an indirect cost rate proposal or a cost allocation plan, the rate proposed
will be used on a provisional basis. At any time during the period of performance or the final audit of a
Project, MnDOT may audit and adjust the indirect cost rate according to the cost principles in 2 CFR Part
200. MnDOT may adjust associated reimbursements accordingly.
5.3. Reimbursement. The Local Government will prepare partial estimates in accordance with the terms of the
construction contract for the Project(s). The Project Engineer will certify each partial estimate. Following
certification of the partial estimate, the Local Government will make partial payments to the Contractor in
accordance with the terms of the construction contract for the Project(s).
5.3.1. Following certification of the partial estimate, the Local Government may request reimbursement for
costs eligible for federal funds. The Local Government’s request will be made to MnDOT and will
include a copy of the certified partial estimate.
5.3.2. Upon completion of the Project(s), the Local Government will prepare a final estimate in accordance
with the terms of the construction contract for the Project(s). The Project Engineer will certify the
final estimate. Following certification of the final estimate, the Local Government will make the final
payment to the Contractor in accordance with the terms of the construction contract for the
Project(s).
5.3.3. Following certification of the final estimate, the Local Government may request reimbursement for
costs eligible for federal funds. The Local Government’s request will be made to MnDOT and will
include a copy of the certified final estimate along with the required records.
5.3.4. Upon completion of the Project(s), MnDOT will perform a final inspection and verify the federal and
state eligibility of all payment requests. If the Project is found to have been completed in accordance
with the plans and specifications, MnDOT will promptly release any remaining federal funds due the
Local Government for the Project(s). If MnDOT finds that the Local Government has been overpaid,
the Local Government must promptly return any excess funds.
5.3.5. In the event MnDOT does not obtain funding from the Minnesota Legislature or other funding source,
or funding cannot be continued at a sufficient level to allow for the processing of the federal aid
reimbursement requests, the Local Government may continue the work with local funds only, until
such time as MnDOT is able to process the federal aid reimbursement requests.
5.4. Matching Funds. Any cost sharing or matching funds required of the Local Government in this Agreement
must comply with 2 CFR 200.306.
5.5. Federal Funds. Payments under this Agreement will be made from federal funds. The Local Government is
responsible for compliance with all federal requirements imposed on these funds and accepts full financial
responsibility for failure to comply with any federal requirements including, but not limited to, 2 CFR Part
200. If, for any reason, the federal government fails to pay part of the cost or expense incurred by the Local
Government, or in the event the total amount of federal funds is not available, the Local Government will be
responsible for any and all costs or expenses incurred under this Agreement. The Local Government further
agrees to pay any and all lawful claims arising out of or incidental to the performance of the work covered
by this Agreement in the event the federal government does not pay the same.
MnDOT Contract No. 1052028
6
5.6. Closeout. The Local Government must liquidate all obligations incurred under this Agreement for each
Project and submit all financial, performance, and other reports as required by the terms of this Agreement
and the Federal award at least twenty‐four months prior to the end date of the period of performance for
each Project. MnDOT will determine, at its sole discretion, whether a closeout audit is required prior to final
payment approval. If a closeout audit is required, final payment will be held until the audit has been
completed. Monitoring of any capital assets acquired with funds will continue following project closeout.
6. Conditions of Payment. All services provided by Local Government under this Agreement must be performed to
MnDOT’s satisfaction, as determined at the sole discretion of MnDOT’s Authorized Representative, and in
accordance with all applicable federal, state, and local laws, ordinances, rules, and regulations. The Local
Government will not receive payment for work found by MnDOT to be unsatisfactory or performed in violation of
federal, state, or local law.
7. Authorized Representatives
7.1. MnDOT's Authorized Representative is:
Name: Kristine Elwood, or her successor.
Title: State Aid Engineer
Phone: 651‐366‐4831
Email: Kristine.elwood@state.mn.us
MnDOT’s Authorized Representative has the responsibility to monitor Local Government’s performance and
the authority to accept the services provided under this Agreement. If the services are satisfactory,
MnDOT's Authorized Representative will certify acceptance on each invoice submitted for payment.
7.2. The Local Government’s Authorized Representative is:
Name: Adam Edwards or their successor.
Title: Orono City Engineer
Phone: 952‐249‐4661
Email: aedwards@ci.orono.mn.us
If the Local Government’s Authorized Representative changes at any time during this Agreement, the Local
Government will immediately notify MnDOT.
8. Assignment Amendments, Waiver, and Agreement Complete
8.1. Assignment. The Local Government may neither assign nor transfer any rights or obligations under this
Agreement without the prior written consent of MnDOT and a fully executed Assignment Agreement,
executed and approved by the same parties who executed and approved this Agreement, or their successors
in office.
8.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has
been executed and approved by the same parties who executed and approved the original agreement, or
their successors in office.
8.3. Waiver. If MnDOT fails to enforce any provision of this Agreement, that failure does not waive the provision
or MnDOT’s right to subsequently enforce it.
8.4. Agreement Complete. This Agreement contains all negotiations and agreements between MnDOT and the
Local Government. No other understanding regarding this Agreement, whether written or oral, may be used
to bind either party.
MnDOT Contract No. 1052028
7
8.5. Severability. If any provision of this Agreement, or the application thereof, is found to be invalid or
unenforceable to any extent, the remainder of the Agreement, including all material provisions and the
application of such provisions, will not be affected and will be enforceable to the greatest extent permitted
by the law.
8.6. Electronic Records and Signatures. The parties agree to contract by electronic means. This includes using
electronic signatures and converting original documents to electronic records.
8.7. Certification. By signing this Agreement, the Local Government certifies that it is not suspended or
debarred from receiving federal or state awards.
9. Liability and Claims
9.1. Tort Liability. Each party is responsible for its own acts and omissions and the results thereof to the extent
authorized by law and will not be responsible for the acts and omissions of any others and the results
thereof. The Minnesota Tort Claims Act, Minnesota Statutes Section 3.736, governs MnDOT liability.
9.2. Claims. The Local Government acknowledges that MnDOT is acting only as the Local Government’s agent
for acceptance and disbursement of federal funds, and not as a principal or co‐principal with respect to the
Project. The Local Government will pay any and all lawful claims arising out of or incidental to the Project
including, without limitation, claims related to contractor selection (including the solicitation, evaluation,
and acceptance or rejection of bids or proposals), acts or omissions in performing the Project work, and any
ultra vires acts. To the extent permitted by law, the Local Government will indemnify, defend (to the
extent permitted by the Minnesota Attorney General), and hold MnDOT harmless from any claims or costs
arising out of or incidental to the Project(s), including reasonable attorney fees incurred by MnDOT. The
Local Government’s indemnification obligation extends to any actions related to the certification of DBE
participation, even if such actions are recommended by MnDOT.
10. Audits
10.1. Under Minn. Stat. § 16C.05, Subd.5, the books, records, documents, and accounting procedures and
practices of the Local Government, or any other party relevant to this Agreement or transaction, are subject
to examination by MnDOT and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of
six years from the end of this Agreement, receipt and approval of all final reports, or the required period of
time to satisfy all state and program retention requirements, whichever is later. The Local Government will
take timely and appropriate action on all deficiencies identified by an audit.
10.2. All requests for reimbursement are subject to audit, at MnDOT’s discretion. The cost principles outlined in 2
CFR 200.400‐.476 will be used to determine whether costs are eligible for reimbursement under this
Agreement.
10.3. If Local Government expends $750,000 or more in Federal Funds during the Local Government’s fiscal year,
the Local Government must have a single audit or program specific audit conducted in accordance with 2
CFR Part 200.
11. Government Data Practices. The Local Government and MnDOT must comply with the Minnesota Government
Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by MnDOT under this Agreement, and as it
applies to all data created, collected, received, stored, used, maintained, or disseminated by the Local
Government under this Agreement. The civil remedies of Minn. Stat. §13.08 apply to the release of the data
referred to in this clause by either the Local Government or MnDOT.
12. Workers Compensation. The Local Government certifies that it is in compliance with Minn. Stat. §176.181, Subd.
2, pertaining to workers’ compensation insurance coverage. The Local Government’s employees and agents will
not be considered MnDOT employees. Any claims that may arise under the Minnesota Workers’ Compensation
Act on behalf of these employees and any claims made by any third party as a consequence of any act or omission
MnDOT Contract No. 1052028
8
on the part of these employees are in no way MnDOT’s obligation or responsibility.
13. Governing Law, Jurisdiction, and Venue. Minnesota law, without regard to its choice‐of‐law provisions, governs
this Agreement. Venue for all legal proceedings out of this Agreement, or its breach, must be in the appropriate
state or federal court with competent jurisdiction in Ramsey County, Minnesota.
14. Termination; Suspension
14.1. Termination by MnDOT. MnDOT may terminate this Agreement with or without cause, upon 30 days
written notice to the Local Government. Upon termination, the Local Government will be entitled to
payment, determined on a pro rata basis, for services satisfactorily performed.
14.2. Termination for Cause. MnDOT may immediately terminate this Agreement if MnDOT finds that there has
been a failure to comply with the provisions of this Agreement, that reasonable progress has not been
made, that fraudulent or wasteful activity has occurred, that the Local Government has been convicted of a
criminal offense relating to a state agreement, or that the purposes for which the funds were granted have
not been or will not be fulfilled. MnDOT may take action to protect the interests of MnDOT of Minnesota,
including the refusal to disburse additional funds and/or requiring the return of all or part of the funds
already disbursed.
14.3. Termination for Insufficient Funding. MnDOT may immediately terminate this Agreement if:
14.3.1. It does not obtain funding from the Minnesota Legislature; or
14.3.2. If funding cannot be continued at a level sufficient to allow for the payment of the services covered
here. Termination must be by written or fax notice to the Local Government. MnDOT is not
obligated to pay for any services that are provided after notice and effective date of termination.
However, the Local Government will be entitled to payment, determined on a pro rata basis, for
services satisfactorily performed to the extent that funds are available. MnDOT will not be assessed
any penalty if the Agreement is terminated because of the decision of the Minnesota Legislature, or
other funding source, not to appropriate funds. MnDOT will provide the Local Government notice of
the lack of funding within a reasonable time of MnDOT’s receiving that notice.
14.4. Suspension. MnDOT may immediately suspend this Agreement in the event of a total or partial government
shutdown due to the failure to have an approved budget by the legal deadline. Work performed by the
Local Government during a period of suspension will be deemed unauthorized and undertaken at risk of
non‐payment.
15. Data Disclosure. Under Minn. Stat. § 270C.65, Subd. 3, and other applicable law, the Local Government consents
to disclosure of its social security number, federal employer tax identification number, and/or Minnesota tax
identification number, already provided to MnDOT, to federal and state tax agencies and state personnel involved
in the payment of state obligations. These identification numbers may be used in the enforcement of federal and
state tax laws which could result in action requiring the Local Government to file state tax returns and pay
delinquent state tax liabilities, if any.
16. Fund Use Prohibited. The Local Government will not utilize any funds received pursuant to this Agreement to
compensate, either directly or indirectly, any contractor, corporation, partnership, or business, however
organized, which is disqualified or debarred from entering into or receiving a State contract. This restriction
applies regardless of whether the disqualified or debarred party acts in the capacity of a general contractor, a
subcontractor, or as an equipment or material supplier. This restriction does not prevent the Local Government
from utilizing these funds to pay any party who might be disqualified or debarred after the Local Government’s
contract award on this Project.
17. Discrimination Prohibited by Minnesota Statutes §181.59. The Local Government will comply with the provisions
of Minnesota Statutes §181.59 which requires that every contract for or on behalf of the State of Minnesota, or
MnDOT Contract No. 1052028
9
any county, city, town, township, school, school district or any other district in the state, for materials, supplies or
construction will contain provisions by which Contractor agrees: 1) That, in the hiring of common or skilled labor
for the performance of any work under any contract, or any subcontract, no Contractor, material supplier or
vendor, will, by reason of race, creed or color, discriminate against the person or persons who are citizens of the
United States or resident aliens who are qualified and available to perform the work to which the employment
relates; 2) That no Contractor, material supplier, or vendor, will, in any manner, discriminate against, or
intimidate, or prevent the employment of any person or persons identified in clause 1 of this section, or on being
hired, prevent or conspire to prevent, the person or persons from the performance of work under any contract on
account of race, creed or color; 3) That a violation of this section is a misdemeanor; and 4) That this contract may
be canceled or terminated by the state of Minnesota, or any county, city, town, township, school, school district or
any other person authorized to contracts for employment, and all money due, or to become due under the
contract, may be forfeited for a second or any subsequent violation of the terms or conditions of this Agreement.
18. Federal Contract Clauses
18.1. Appendix II 2 CFR Part 200. The Local Government agrees to comply with the following federal
requirements as identified in 2 CFR 200, Uniform Administrative Requirements, Cost Principles and Audit
Requirements for Federal Awards, and agrees to pass through these requirements to its subcontractors and
third‐party contractors, as applicable. In addition, the Local Government shall have the same meaning as
“Contractor” in the federal requirements listed below.
18.1.1. Contracts for more than the simplified acquisition threshold, which is the inflation adjusted amount
determined by the Civilian Agency Acquisition Council and the Defense Acquisition Regulations
Council (Councils) as authorized by 41 U.S.C. 1908, must address administrative, contractual, or legal
remedies in instances where contractors violate or breach contract terms, and provide for such
sanctions and penalties as appropriate.
18.1.2. All contracts in excess of $10,000 must address termination for cause and for convenience by the
non‐Federal entity including the manner by which it will be effected and the basis for settlement.
18.1.3. Equal Employment Opportunity. Except as otherwise provided under 41 CFR Part 60, all contracts
that meet the definition of “federally assisted construction contract” in 41 CFR Part 60‐1.3 must
include the equal opportunity clause provided under 41 CFR 60‐1.4(b), in accordance with Executive
Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 CFR Part, 1964‐1965 Comp.,
p. 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal
Employment Opportunity,” and implementing regulations at 41 CFR part 60, “Office of Federal
Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.”
18.1.4. Davis‐Bacon Act, as amended (40 U.S.C. 3141‐3148). When required by Federal program legislation,
all prime construction contracts in excess of $2,000 awarded by non‐Federal entities must include a
provision for compliance with the Davis‐Bacon Act (40 U.S.C. 3141‐3144, and 3146‐3148) as
supplemented by Department of Labor regulations (29 CFR Part 5, “Labor Standards Provisions
Applicable to Contracts Covering Federally Financed and Assisted Construction”). In accordance with
the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less
than the prevailing wages specified in a wage determination made by the Secretary of Labor. In
addition, contractors must be required to pay wages not less than once a week. The non‐Federal
entity must place a copy of the current prevailing wage determination issued by the Department of
Labor in each solicitation. The decision to award a contract or subcontract must be conditioned
upon the acceptance of the wage determination. The non‐Federal entity must report all suspected
or reported violations to the Federal awarding agency. The contracts must also include a provision
for compliance with the Copeland “Anti‐Kickback” Act (40 U.S.C. 3145), as supplemented
by Department of Labor regulations (29 CFR Part 3, “Contractors and Subcontractors on Public
MnDOT Contract No. 1052028
10
Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States”).
The Act provides that each contractor or subrecipient must be prohibited from inducing, by any
means, any person employed in the construction, completion, or repair of public work, to give up
any part of the compensation to which he or she is otherwise entitled. The non‐Federal entity must
report all suspected or reported violations to the Federal awarding agency.
18.1.5. Contract Work Hours and Safety Standards Act (40 U.S.C. 3701‐3708). Where applicable, all
contracts awarded by the non‐Federal entity in excess of $100,000 that involve the employment of
mechanics or laborers must include a provision for compliance with 40 U.S.C. 3702 and 3704, as
supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act,
each contractor must be required to compute the wages of every mechanic and laborer on the basis
of a standard work week of 40 hours. Work in excess of the standard work week is permissible
provided that the worker is compensated at a rate of not less than one and a half times the basic
rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40
U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be
required to work in surroundings or under working conditions which are unsanitary, hazardous or
dangerous. These requirements do not apply to the purchases of supplies or materials or articles
ordinarily available on the open market, or contracts for transportation or transmission of
intelligence.
18.1.6. Rights to Inventions Made Under a Contract or Agreement. If the Federal award meets the definition
of “funding agreement” under 37 CFR § 401.2 (a) and the recipient or subrecipient wishes to enter
into a contract with a small business firm or nonprofit organization regarding the substitution of
parties, assignment or performance of experimental, developmental, or research work under that
“funding agreement,” the recipient or subrecipient must comply with the requirements of 37 CFR
Part 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under
Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations
issued by the awarding agency.
18.1.7. Clean Air Act (42 U.S.C. 7401‐7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251‐
1387), as amended ‐ Contracts and subgrants of amounts in excess of $150,000 must contain a
provision that requires the non‐Federal award to agree to comply with all applicable standards,
orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401‐7671q) and the Federal
Water Pollution Control Act as amended (33 U.S.C. 1251‐1387). Violations must be reported to the
Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA).
18.1.8. Debarment and Suspension (Executive Orders 12549 and 12689) ‐ A contract award (see 2 CFR
180.220) must not be made to parties listed on the governmentwide exclusions in the System for
Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement
Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235),
“Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended,
or otherwise excluded by agencies, as well as parties declared ineligible under statutory or
regulatory authority other than Executive Order 12549.
18.1.9. Byrd Anti‐Lobbying Amendment (31 U.S.C. 1352) ‐ Contractors that apply or bid for an award
exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it
will not and has not used Federal appropriated funds to pay any person or organization for
influencing or attempting to influence an officer or employee of any agency, a member of Congress,
officer or employee of Congress, or an employee of a member of Congress in connection with
obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must
also disclose any lobbying with non‐Federal funds that takes place in connection with obtaining any
Federal award. Such disclosures are forwarded from tier to tier up to the non‐Federal award.
MnDOT Contract No. 1052028
11
18.1.10. Local Government will comply with 2 CFR § 200.323.
18.1.11. Local Government will comply with 2 CFR § 200.216.
18.1.12. Local Government will comply with 2 CFR § 200.322.
18.2. Drug‐Free Workplace. The Local Government will comply with the Drug‐Free Workplace requirements
under subpart B of 49 C.F.R. Part 32.
18.3. Title VI/Non‐discrimination Assurances. The Local Government hereby agrees that, as a condition of
receiving any Federal financial assistance under this Agreement, it will comply with Title VI of the Civil
Rights Act of 1964 (78 Stat. 252, 42 U.S.C. § 2000d), related nondiscrimination statutes (i.e., 23 U.S.C. § 324,
Section 504 of the Rehabilitation Act of 1973 as amended, and the Age Discrimination Act of 1975), and
applicable regulatory requirements to the end that no person in the United States shall, on the grounds of
race, color, national origin, sex, disability, or age be excluded from participation in, be denied the benefits
of, or otherwise be subjected to discrimination under any program or activity for which the Local
Government receives Federal financial assistance.
The Local Government hereby agrees to comply with all applicable US DOT Standard Title VI/Non‐
Discrimination Assurances contained in DOT Order No. 1050.2A, and in particular Appendices A and E,
which can be found at: https://edocs‐
public.dot.state.mn.us/edocs_public/DMResultSet/download?docId=11149035. If federal funds are
included in any contract, the Local Government will ensure the appendices and solicitation language within
the assurances are inserted into contracts as required. State may conduct a review of the Local
Government’s compliance with this provision. The Local Government must cooperate with State
throughout the review process by supplying all requested information and documentation to State, making
Local Government staff and officials available for meetings as requested, and correcting any areas of non‐
compliance as determined by State.
18.4. Buy America. The Local Government must comply with the Buy America domestic preferences contained
in the Build America, Buy America Act (Sections 70901‐52 of the Infrastructure Investment and Jobs
Act, Public Law 117‐58) and as implemented by US DOT operating agencies.
18.5. Federal Funding Accountability and Transparency Act (FFATA)
18.5.1. This Agreement requires the Local Government to provide supplies and/or services that are funded
in whole or in part by federal funds that are subject to FFATA. The Local Government is responsible
for ensuring that all applicable requirements, including but not limited to those set forth herein, of
FFATA are met and that the Local Government provides information to the MnDOT as required.
a. Reporting of Total Compensation of the Local Government’s Executives.
b. The Local Government shall report the names and total compensation of each of its five most
highly compensated executives for the Local Government’s preceding completed fiscal year, if
in the Local Government’s preceding fiscal year it received:
i. 80 percent or more of the Local Government’s annual gross revenues from Federal
procurement contracts and Federal financial assistance subject to the Transparency Act,
as defined at 2 CFR 170.320 (and subawards); and
ii. $25,000,000 or more in annual gross revenues from Federal procurement contracts (and
subcontracts), and Federal financial assistance subject to the Transparency Act (and
subawards); and
iii. The public does not have access to information about the compensation of the
executives through periodic reports filed under section 13(a) or 15(d) of the Securities
MnDOT Contract No. 1052028
12
Exchange Act of 1934 (15 U.S.C. 78m(a), 78o(d)) or section 6104 of the Internal Revenue
Code of 1986. (To determine if the public has access to the compensation information,
see the U.S. Security and Exchange Commission total compensation filings at
https://www.sec.gov/answers/execomp.htm).
Executive means officers, managing partners, or any other employees in management
positions.
c. Total compensation means the cash and noncash dollar value earned by the executive during
the Local Government’s preceding fiscal year and includes the following (for more information
see 17 CFR 229.402(c)(2)):
i. Salary and bonus.
ii. Awards of stock, stock options, and stock appreciation rights. Use the dollar amount
recognized for financial statement reporting purposes with respect to the fiscal year in
accordance with the Statement of Financial Accounting Standards No. 123 (Revised
2004) (FAS 123R), Shared Based Payments.
iii. Earnings for services under non‐equity incentive plans. This does not include group life,
health, hospitalization or medical reimbursement plans that do not discriminate in favor
of executives, and are available generally to all salaried employees.
iv. Change in pension value. This is the change in present value of defined benefit and
actuarial pension plans.
v. Above‐market earnings on deferred compensation which is not tax qualified.
18.5.2. Other compensation, if the aggregate value of all such other compensation (e.g. severance,
termination payments, value of life insurance paid on behalf of the employee, perquisites or
property) for the executive exceeds $10,000.
18.5.3. The Local Government must report executive total compensation described above to the MnDOT
by the end of the month during which this Agreement is awarded.
18.5.4. The Local Government will obtain a Unique Entity Identifier number and maintain this number for
the term of this Agreement. This number shall be provided to MnDOT on the plan review checklist
submitted with the plans for each Project.
18.5.5. The Local Government’s failure to comply with the above requirements is a material breach of this
Agreement for which the MnDOT may terminate this Agreement for cause. The MnDOT will not be
obligated to pay any outstanding invoice received from the Local Government unless and until the
Local Government is in full compliance with the above requirements.
[THE REMAINDER OF THIS PAGE HAS INTENTIONALLY BEEN LEFT BLANK.]
MnDOT Contract No. 1052028
13
City of Orono
Local Government certifies that the appropriate
person(s) have executed the contract on behalf of the
Local Government as required by applicable articles,
bylaws, resolutions or ordinances.
By:
Title:
Date:
By:
Title:
Date:
DEPARTMENT OF TRANSPORTATION
By:
Title:
Date:
COMMISSIONER OF ADMINISTRATION
By:
Date:
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 7356
BE IT RESOLVED, that pursuant to Minnesota Stat. Sec. 161.36, the Commissioner of
Transportation be appointed as Agent of the City of Orono to accept as its agent, federal aid funds
which may be made available for eligible transportation related projects.
BE IT FURTHER RESOLVED, the Mayor and the City Clerk are hereby authorized and directed
for and on behalf of the City to execute and enter into an agreement with the Commissioner of
Transportation prescribing the terms and conditions of said federal aid participation as set forth and
contained in “Minnesota Department of Transportation Agency Agreement No. 1052028”, a copy
of which said agreement was before the City Council and which is made a part hereof by reference.
ADOPTED this _______ day of ________________, ____, by the City Council of the
City of Orono.
CITY OF ORONO
By: _______________________________
Dennis Walsh, Mayor
ATTEST:
______________________________
Anna Carlson, City Clerk
Prepared By: Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of this action item is to approve Change Order #2 for the Watermain
Replacement Project (22-023).
2. Background. At the January 24th, 2022 council meeting Council authorized the design and
engineering of a water main replacement project along CSAH 19 south of CSAH 15. Staff and Bolton
and Menk prepared designs and solicited bids. The project was awarded in August 2022 and the majority
of the work completed in November 2022.
3. Project Scope of Work. The project consists of the replacement of the water main the runs south
along Shadywood Road (CSAH19) from Shoreline (CSAH15) to Maple Ridge Lane.
4. Change Order 2 Scope of Work. During construction it was identified that the location and depth of
the existing watermain would require modifications to the limits and location of excavation areas. Due to
these modifications, additional turf restoration was required to sufficiently restore the corridor
5. Construction Costs. The lowest bid was for $901,016 from Geislinger & Sons. Change Order #1
was approved in January 2023.
Who Work Cost
Geislinger & Sons Construction- Award $901,016.00 Awarded
Geislinger & Sons Change Order 1 $73,919.36 Approved
Geislinger & Sons Change Order 2 $5,936.00
TOTAL $980,871.36
6. Funding. Funding for the project will come from a combination of the water fund and ARP Funds
received.
Fund Amount Est. 2023 End of Year Fund Balance
Water Fund $ 588,935.36 $102,642
ARP Funding $500,000.00 NA
Total $1,088,935.36
7. Staff Recommendation. I recommend approval of the change Order. The work was required and the
work was done.
COUNCIL ACTION REQUESTED
Move to approve Change order #2 to the Watermain Replacement Project (22-023).
Exhibits
A. Change Order.
Item No.: 8 Date: April 10, 2023
Item Description: Watermain Replacement Project (22-023) – Change Order #2
Presenter: Adam T. Edwards
City Administrator/City Engineer
Agenda
Section:
Consent Agenda
CHANGE ORDER NO.: 2
Owner: City of Orono, MN Owner’s Project No.:
Engineer: Samuel A. Ellison Engineer’s Project No.: 0C1.126638
Contractor: Geislinger & Sons Inc. Contractor’s Project No.: N/A
Project: 2022 CSAH 19 Watermain - Phase 1
Contract Name: 2022 CSAH 19 Watermain – Phase 1
Date Issued: 4/4/2023 Effective Date of Change Order: 4/4/2023
The Contract is modified as follows upon execution of this Change Order:
Sod, Lawn Type – During construction it was identified that the location and depth of the existing
watermain would require modifications to the limits and location of excavation areas. Due to these
modifications, additional turf restoration was required to sufficiently restore the corridor. The
Engineer has determined that the contractor is owed additional compensation for the additional turf
establishment work. The additional costs will be paid at the bid unit price for the Sod, Type Lawn
bid item in the amount identified below.
Detailed Cost Breakdown:
ITEM
NO. ITEM UNIT
UNIT
PRICE
EST.
QUANTITY Total
49 SOD, TYPE LAWN SQ YD $8.00 +742 +$5,936.00
Total +$5,936.00
Attachments:
N/A
Change in Contract Price Change in Contract Times
Original Contract Price: Original Contract Times:
Substantial Completion: 10/31/2022
$ 901,016.00 Ready for final payment: 11/25/2022
Increase from previously approved Change Orders No. 1 to
No. 2
Increase from previously approved Change Orders No.1
to No. N/A:
Substantial Completion: N/A
$ 73,919.36 Ready for final payment: N/A
Contract Price prior to this Change Order: Contract Times prior to this Change Order:
Substantial Completion: 10/31/2022
$ 974,935.36 Ready for final payment: 11/25/2022
Increase this Change Order: Increase this Change Order:
Substantial Completion: N/A
$ 5,936.00 Ready for final payment: N/A
Contract Price incorporating this Change Order: Contract Times with all approved Change Orders:
Substantial Completion: 10/31/2022
$ 980,871.36 Ready for final payment: 11/25/2022
Recommended by Engineer Accepted by Contractor
By:
Title: Project Engineer Vice President
Date:
Authorized by Owner Approved by Funding Agency (if applicable)
By: N/A
Title: City Administrator/City Engineer N/A
Date: N/A
Prepared By: SO Reviewed By: DJG Approved By:
AGENDA ITEM
1. Purpose. The purpose of this action item is to approve a sanitary sewer televising proposal for the
2023 sanitary sewer inspections.
2. Background / Summary. As part of the preventative maintenance program, the city cleans and
inspects 20% of the sanitary sewer system annually. The cleaning is completed by Public Works
Employees. The inspection consists of televising the sewers after they are cleaned. The inspections are
used to inform future sewer maintenance activities. The sanitary sewer inspection project will consist of
televising approximately 44,000 feet of sanitary sewer pipe.
3. Cost. The city solicited quotes. Listed below.
Company Cost
Hydro Klean $ 39,883.52
American Environmental $ 25,463.80
Visu-Sewer No Bid
4. Funding. This purchase/ project will be funded through the Sanitary Sewer Enterprise Fund. The
projected end of year balance for this fund is $1,176,080
5. Staff Recommendation. I recommend approval of the project by American Environmental for
$25,463.80
COUNCIL ACTION REQUESTED
Motion to accept the purchase of sanitary sewer televising from American Environmental for $25,463.80
Item No.: 9 Date: April 10, 2023
Item Description: 2023 Sanitary Sewer Inspection
Presenter: Scott Oberaigner
Utilities Supervisor
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: Reviewed By:A. Carlson Approved By:
1. Purpose. The purpose of the action item is to adopt the new Storm Water Pollution Prevention
Program (SWPPP).
2. Background / Summary. The updated SWPPP is required to comply with the latest Municipal
Separate Storm Sewer System (MS4) permit which was issued by the Minnesota Pollution Control
Agency (MPCA) in 2020. The council approved the proposal from Bolton and Menk to prepare the
Document in January 2022.
3. SWPPP. The document at Exhibit A has been updated to include all of the requirements from the
MS4 Permit. The program is broken down in section to a line with the sections of the permit. These
include Education and Outreach; Illicit Discharge Detection and Elimination Plan; Construction Site
Runoff Control; Post Construction Stormwater Management; Municipal Operations Best Management
Practices; and Pond Assessment Plan.
4. Orono City Code Updates. To comply with the most recent MS4 permit, the Stormwater Illicit
Discharge and Illicit Connection section of the Code requires updates to address pet waste and salt
Storage. Staff is preparing these updates as part of the recodification process already underway.
Proposed edits are at Exhibit B.
5. Staff Recommendation. Staff recommends adoption of the Updated SWPPP.
COUNCIL ACTION REQUESTED
Motion to adopt the Surface Water Pollution Prevention Program at Exhibit A.
Exhibits
A. Draft Surface Water Pollution Prevention Program.
B. Draft Edits to Subdivision V. Stormwater Illicit Discharge and Illicit Connection
Reference
A. Orono MS4 Permit
Item No.: 10 Date: April 10, 2023
Item Description: Adoption of new Strom Water Pollution Prevention Program
(SWPPP) Project #22-029
Presenter: Adam T. Edwards
City Administrator/ Engineer
Agenda
Section:
Consent Agenda
Submitted by:
Bolton & Menk, Inc.
2638 Shadow Lane, Suite 200
Chaska, MN 55318
P: 952-448-8838
F: 952-448-8805
Storm Water Pollution Prevention Program
City of Orono
September 2022
Prepared by: Bolton & Menk, Inc. Certification
Orono SWPPP ǀ 0C1.126635
Certification
Storm Water Pollution Prevention Program
For
City of Orono, MN
PROFESSIONAL ENGINEER
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision, and that I
am a duly Licensed Professional Engineer under the laws
of the State of Minnesota.
Signature:
Typed or Printed Name: Robert E Bean, Jr
Date: 3/27/2023 License Number: 40410
Prepared by: Bolton & Menk, Inc. Table of Contents
Orono SWPPP ǀ 0C1.126635
Table of Contents
I. MCM 1 & 2: EDUCATION, OUTREACH, AND PUBLIC INVOLVEMENT PLAN .......................................... 1
Introduction .................................................................................................................................. 1
Target Audience ............................................................................................................................ 3
Specific Activities and Schedule .................................................................................................... 3
Coordination With Other Entities ................................................................................................. 5
Documentation ............................................................................................................................. 5
Annual Assessment ....................................................................................................................... 5
II. MCM 3: ILLICIT DISCHARGE DETECTION AND ELIMINATION PLAN ...................................................... 1
Introduction .................................................................................................................................. 1
Municipal Storm Sewer System Mapping..................................................................................... 2
Regulatory Mechanism ................................................................................................................. 2
Incorporating IDDE into Maintenance and Inspection Activities ................................................. 2
Staff Training ................................................................................................................................. 2
High Priority Areas ........................................................................................................................ 3
Procedures for Investigating, Locating, and Eliminating Illicit Discharge ..................................... 3
Response Procedures ................................................................................................................... 5
Documentation ............................................................................................................................. 7
Annual Assessment ....................................................................................................................... 7
III. MCM 4: CONSTRUCTION SITE RUNOFF CONTROL................................................................................ 1
Introduction .................................................................................................................................. 1
Regulatory Mechanism ................................................................................................................. 1
Site Plan Review ............................................................................................................................ 1
Inspection ..................................................................................................................................... 1
Public Report of Non-compliance ................................................................................................. 1
Training ......................................................................................................................................... 1
Response Procedures ................................................................................................................... 1
Documentation ............................................................................................................................. 2
Annual Assessment ....................................................................................................................... 2
IV. MCM 5: POST-CONSTRUCTION STORMWATER MANAGEMENT .......................................................... 1
Introduction .................................................................................................................................. 1
Regulatory Mechanism ................................................................................................................. 1
Private BMP Inventory .................................................................................................................. 1
Site Plan Review ............................................................................................................................ 1
Training ......................................................................................................................................... 1
Response Procedures ................................................................................................................... 1
Prepared by: Bolton & Menk, Inc. Table of Contents
Orono SWPPP ǀ 0C1.126635
Documentation ............................................................................................................................. 2
Annual Assessment ....................................................................................................................... 2
V. MCM 6: MUNICIPAL OPERATIONS BEST MANAGEMENT PRACTICES ................................................... 1
Party responsible for Municipal Operations Best Management Practices implementation:
Public Works Superintendent .............................................................................................................. 1
Waste Management, Storage, and Disposal ................................................................................ 1
Management of Stockpiles ........................................................................................................... 1
Vehicle Fueling, Washing and Maintenance................................................................................. 2
Routine Street and Parking Lot Sweeping .................................................................................... 3
Emergency Response .................................................................................................................... 3
Cleaning of Maintenance Equipment, Building Exteriors and Dumpsters ................................... 3
Use, Storage and Disposal of Significant Materials ...................................................................... 4
Landscaping, Park, and Lawn Maintenance ................................................................................. 5
Road Maintenance (Appendix I) .................................................................................................. 6
Right-of-Way Maintenance .......................................................................................................... 6
Responsible Party: Streets and Stormwater Supervisor ..................................................................... 6
Application of Herbicides, Pesticides and Fertilizers .................................................................... 6
Cold Weather Operations (Appendix I) ........................................................................................ 7
References .................................................................................................................................... 8
VI. MCM 6: POND ASSESSMENT PLAN ....................................................................................................... 1
Assessment Procedures ................................................................................................................ 1
Schedule ....................................................................................................................................... 2
VII. WRITTEN PROCEDURES ........................................................................................................................ 1
MCM 2: Public Participation/Involvement ................................................................................... 1
MCM 3: Illicit Discharge Detection and Elimination (City Ordinance Sec. 14-301-10) ................. 1
MCM 4: Construction Site Runoff Control (City Ordinance Chapter 79) ...................................... 1
MCM 5: Post-Construction Stormwater Management ................................................................ 3
MCM 6: Pollution Prevention/Good Housekeeping for Municipal Operations ........................... 4
Documentation ............................................................................................................................. 4
Annual Assessment ....................................................................................................................... 4
VIII. DOCUMENTATION AND ASSESSMENT PLAN ........................................................................................ 1
Documentation ............................................................................................................................. 1
Annual Assessment ....................................................................................................................... 5
Appendix
Appendix A: 2020 MS4 Part 2 Permit Application
Prepared by: Bolton & Menk, Inc. Table of Contents
Orono SWPPP ǀ 0C1.126635
Appendix B: MS4 Staff List
Appendix C: MS4 Calendar
Appendix D: Maps (Storm Drainage System Map, Storm Sewer Map, Facility Map)
Appendix E: Municipal Facility Inventory
Appendix F: Illicit Discharge Report and Response Form
Appendix G: IDDE Investigation Techniques
Appendix H: Spill Response Plan
Appendix I: Maintenance Plans (Road Maintenance Plan), Snow Management Policy
Appendix J: Agreements (Municipal and Private)
Appendix K: Checklists
Appendix L: TMDL Plans
Appendix M: Documentation
Prepared by: Bolton & Menk, Inc. MCM 1 & 2: EDUCATION, OUTREACH, AND PUBLIC INVOLVEMENT PLAN
Orono SWPPP ǀ 0C1.126140 Page 1
I. MCM 1 & 2: EDUCATION, OUTREACH, AND PUBLIC INVOLVEMENT PLAN
Introduction
The City of Orono’s Storm Water Pollution Prevention Program (SWPPP) Minimum Control
Measure (MCM) 1 addresses public education and outreach and MCM 2 addresses Public
Participation/Involvement. The following plan determines the education focus for the current
permit cycle and the programs and tools to be implemented in educating the public about
their roles in the protection, preservation, and management of water resources.
1. Party responsible for Education and Outreach Plan implementation: City Administrator
2. Public Education, Outreach, and Involvement
a) During the permit term, educational materials or equivalent outreach shall be
distributed to Citizens focused on Yard and Lawn Management.
b) During the permit term, educational materials or equivalent outreach shall be
distributed to Citizens focused on Residential Best Management Practices.
c) At least once each year, educational materials or equivalent outreach shall be
distributed to Citizens focused on illicit discharge recognition and reporting illicit
discharges to the permittee.
d) At least once each year, educational materials or equivalent outreach shall be
distributed to Citizens focused on the following:
· impacts of deicing salt use on receiving waters,
· methods to reduce deicing salt use, and
· proper storage of salt or other deicing materials.
e) At least once each year, educational materials or equivalent outreach shall be
distributed to Citizens focused on the following:
· impacts of pet waste on receiving waters,
· proper management of pet waste, and
· any existing permittee regulatory mechanism(s) for pet waste.
f) At least once each calendar year, material regarding the City’s SWPPP shall be
presented to the City Council to educate officials on the program’s activities and
allow for public input on the adequacy of the program.
g) Each calendar year, a minimum of one (1) public involvement activity that
includes a pollution prevention or water quality theme (e.g., rain barrel
distribution event, rain garden workshop, cleanup event, storm drain stenciling,
volunteer water quality monitoring, adopt a storm drain program, household
hazardous waste collection day, etc.) shall be provided by the City.
3. Education for City Officials and Staff
a) At least once each calendar year, training shall be provided to all field staff in illicit
discharge recognition (including conditions which could cause illicit discharges)
and reporting illicit discharges for further investigation.
b) Individuals responsible for any portion of the Illicit Discharge Detection and
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Elimination (IDDE) Program shall receive training commensurate with their
responsibilities as they relate to the program. Individuals include, but is not
limited to, those responsible for investigating, locating, eliminating illicit
discharges, and/or enforcement. Previously trained individuals shall receive
refresher-training every three (3) calendar years following the initial training.
c) Individuals responsible for any portion of the Construction Site Stormwater
Runoff Control program shall receive training commensurate with their
responsibilities as they relate to the program. Individuals includes, but is not
limited to, individuals responsible for conducting site plan reviews, site
inspections, and/or enforcement. Previously trained individuals shall receive
refresher-training every three (3) calendar years following the initial training.
d) Individuals responsible for any portion of the Post-Construction Stormwater
Management program shall receive training commensurate with their
responsibilities as they relate to the program. Individuals includes, but is not
limited to, individuals responsible for conducting site plan reviews, site
inspections, and/or enforcement. Previously trained individuals shall receive
refresher-training every three (3) calendar years following the initial training.
e) Individuals performing winter maintenance activities shall receive training each
calendar year that includes the following:
· the importance of protecting water quality;
· BMPs to minimize the use of deicers (e.g., proper calibration of
equipment and benefits of pretreatment, pre-wetting, and anti-
icing); and
· tools and resources to assist in winter maintenance (e.g., deicing
application rate guidelines, calibration charts, Smart Salting
Assessment Tool).
f) Individuals responsible for any portion of the City’s Storm Water Pollution
Prevention Program shall receive training commensurate with their
responsibilities as they relate to the program, including reporting and assessment
activities. Training shall include the following:
· address the importance of protecting water quality, and
· address the requirements of the NPDES requirements as they relate
to the program (i.e. Best practices for Municipal Operations, City’s
Pond Assessment Procedures, operation and maintenance of
structural BMPs, outfalls and ponds, and management of TMDL
waste load allocations).
4. Minimum elements for education and outreach (MCM 1), as set forth in MPCA Permit
that provides Authorization to Discharge Stormwater Associated with Small Municipal
Separate Storm Sewer Systems under the NPDES Program (Permit No. MNRO400000).
a) Target audience(s) (e.g., residents, businesses, commercial facilities, institutions,
and local organizations.
b) Name or position title of responsible person(s) for overall plan implementation.
c) Specific activities and schedules to reach each target audience.
d) Description of any coordination with and/or use of stormwater education and
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outreach programs implemented by other entities, if applicable.
5. Minimum elements for public involvement (MCM 2).
a) Each calendar year, the permittee must provide a minimum of one (1)
opportunity for the public to provide input on the adequacy of the SWPPP. The
permittee may conduct a public meeting(s) to satisfy this requirement, provided
appropriate local public notice requirements are followed and the public is given
the opportunity to review and comment on the SWPPP.
b) The permittee must provide access to the SWPPP Document, annual reports, and
other documentation that supports or describes the SWPPP (e.g., regulatory
mechanism(s), etc.) for public review, upon request. All public data requests are
subject to the Minnesota Government Data Practices Act.
c) The permittee must consider oral and written input regarding the SWPPP
submitted by the public to the permittee.
d) Each calendar year, the permittee must provide a minimum of one (1) public
involvement activity that includes a pollution prevention or water quality theme
(e.g., rain barrel distribution event, rain garden workshop, cleanup event, storm
drain stenciling, volunteer water quality monitoring, adopt a storm drain
program, household hazardous waste collection day, etc.)
Target Audience
Educational needs are dependent on the target audience. Each target audience plays a
different role in the protection, preservation, and management of water resources. Thus,
programs and tools are tailored to different target audiences. This plan lays out the priority
area education programs and tools according to the target audiences listed below.
1. Citizens: residents, businesses, commercial facilities, institutions, and organizations
2. Staff, Consultants, and Contractors: planners, engineers, contractors, and City staff
3. City Officials: appointed/elected officials and decision makers (i.e. city councilpersons,
planning commissioners, park board members, etc.)
Specific Activities and Schedule
1. Public Education, Outreach, and Involvement
a) Newsletters shall be distributed and posted on the City’s website three (3) times
per year, generally spring, summer, and fall. Each newsletter shall include a
section titled “Protect our Water”. The topics outlined in Section IV.c – e shall be
alternated between issues for each year. A high priority topic shall be included
in a minimum of one issue each year, with high priority topics alternated each
calendar year.
b) Information and articles regarding water quality and pollution prevention shall
be available to the public on the City’s website. The City shall maintain its
website with information that provides the audience with general information
regarding the effects of polluted stormwater, prevention techniques, and
resources for additional information. Information shall include the City’s Storm
Water Pollution Prevention Program (SWPPP), volunteer opportunities,
hazardous material disposal, recycling, and community events.
c) Opportunity for the public to provide comment on the adequacy of the SWPPP
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shall be available on the City’s Stormwater website page. Refer to Written
Procedures for consideration of and response to public input on adequacy of
SWPPP.
d) Annually, the City shall provide public involvement opportunities as follows:
· Cleanup Day – Dispose of scrap metal, appliances, construction
debris, E-waste, and miscellaneous household items.
· Adopt-a-Park Program - Adopt-a-Park is a volunteer program that
welcomes the assistance of individuals, families, neighborhoods, and
organizations in maintaining Orono’s parks, trails, and natural areas.
· Park Donation Program - The Orono Park Donation Program was
established to give individuals, families, and organizations the ability
to enrich and grow our parks, trails and open spaces.
2. Education for City Officials and Staff
a) Every spring, training shall be provided to all field staff in illicit discharge
recognition (including conditions which could cause illicit discharges) and
reporting illicit discharges for further investigation.
b) Annually, training shall be provided as necessary to individuals responsible for
the following:
· Any portion of the Illicit Discharge Detection and Elimination (IDDE)
Program. Individuals include, but are not limited to, those
responsible for investigating, locating, eliminating illicit discharges,
and/or enforcement.
· Any portion of the Construction Site Stormwater Runoff Control
program. Individuals includes, but are not limited to, those
responsible for conducting site plan reviews, site inspections,
and/or enforcement.
· Any portion of the Post-Construction Stormwater Management
Program. Individuals includes, but are not limited to, individuals
responsible for conducting site plan reviews, site inspections,
and/or enforcement.
Individuals shall receive training commensurate with their responsibilities as they
relate to the program. After initial training, individuals shall receive refresher
training every three (3) calendar years.
c) Annually, training shall be provided to individuals performing winter
maintenance activities. Training shall include the following:
· The importance of protecting water quality,
· BMPs to minimize the use of deicers (e.g., proper calibration of
equipment and benefits of pretreatment, pre-wetting, and anti-
icing); and
· Tools and resources to assist in winter maintenance (e.g., deicing
application rate guidelines, calibration charts, Smart Salting
Assessment Tool).
d) Annually, training shall be provided to individuals responsible for any portion of
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the City’s Storm Water Pollution Prevention Program. Training will include the
following:
· The importance of protecting water quality, and
· address the requirements of the NPDES requirements as they relate
to the program (i.e. Best practices for Municipal Operations, City’s
Pond Assessment Procedures, operation and maintenance of
structural BMPs, outfalls and ponds, and management of TMDL
waste load allocations).
Coordination With Other Entities
1. Minnehaha Creek Watershed District (MCWD)
As part of the City’s Local Water Management Plan approval, the City included a MCWD
Coordination Plan. As part of the coordination plan, the City agrees to consult MCWD
regarding planning efforts, notify MCWD of any public or private land use changes,
promote education events put on by MCWD, and coordinate activities regarding
regulation of surface water management and permitting.
Documentation
1. See the Documentation and Assessment Plan for items requiring documentation as part
of the Illicit Discharge Detection and Elimination Plan.
Annual Assessment
1. See the Documentation and Assessment Plan for items requiring annual assessment as
part of the Illicit Discharge Detection and Elimination Plan.
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II. MCM 3: ILLICIT DISCHARGE DETECTION AND ELIMINATION PLAN
Introduction
The City of Orono’s Storm Water Pollution Prevention Program (SWPPP) Minimum Control
Measure (MCM) 3 addresses illicit discharge detection and elimination. The following plan
outlines the tools and procedures to be implemented to detect and eliminate sources of
pollution discharge from entering the municipality.
1. Party responsible for IDDE Plan implementation: Public Works Superintendent
2. Goals:
a) Improve water-quality in local waterways by reducing incidences of pollution.
b) Increase awareness among residents, municipal staff, businesses, and the public
of the direct connection between the storm drain system and local waterways.
c) Educate residents, municipal staff, businesses, and the public about the hazards
associated with illicit discharges and the best management practices (BMPs)
available.
d) Facilitate consistency in response to incidences of illegal discharges to the storm
drain system through a coordinated system of procedures and training of
municipal staff.
3. Examples of illicit discharge:
a) Direct or indirect sanitary wastewater discharges that connect to the storm sewer
or watercourse (i.e. shop floor drain connected to a storm drain, cross-connection
between sanitary sewer and storm sewer systems, damaged sanitary sewer line
leaking into a cracked storm sewer line, failing septic system leaking into a water
course, etc.).
b) Materials disposed of illegally into the storm drain system (i.e. used moter oil,
paint, grass clippings, etc.).
c) Activities resulting in illegal discharges routed to the storm drain system (i.e.
washing paint brushes, concrete washout, draining swimming pool directly to an
inlet, excess use of fertilizer, regular washing of vehicles, etc.).
4. Authorized Non-Stormwater Discharges:
a) Water line flushing, landscape irrigation, diverted stream flows, rising
groundwaters, uncontaminated groundwater infiltration (as defined at 40 CFR
35.2005(b)(20)), uncontaminated pumped groundwater, discharges from potable
water sources, foundation drains, air conditioning condensation, irrigation water,
springs, water from crawl space pumps, footing drains, lawn watering, individual
residential car washing, flows from riparian habitats and wetlands, dechlorinated
swimming pool discharges, street wash water, and discharges or flows from
firefighting activities.
5. Minimum elements, as set forth in MPCA Permit that provides Authorization to
Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems
under the NPDES Program (Permit No. MNRO400000).
a) Municipal Storm Sewer System Mapping (Part 18.3)
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b) Regulatory Mechanism (Part 18.4-6)
c) Incorporating IDDE into Maintenance and Inspection Activities (Part 18.7)
d) Staff Training (Part 18.8-9)
e) High Priority Areas (Part 18.10)
f) Procedures for Investigating, Locating, and Eliminating Illicit Discharge (Part
18.11-12)
g) Response Procedures (Part 18.13-14)
h) Documentation (Part 18.15-17)
i) Annual Assessment (Part 18.18)
Municipal Storm Sewer System Mapping
1. A map of the City’s storm sewer system shall be maintained that depicts the following:
2. All pipes 12 inches or greater in diameter, including stormwater flow direction in those
pipes,
3. Outfalls, including unique identification (ID) number, and associated geographic
coordinates,
4. Structural stormwater BMPs that are part of the City’s storm drain system,
5. All receiving waters.
See attached maps (storm sewer map, storm drain system map – ponds, outfalls, receiving
waters, watersheds, BMPs, public vs private)
Regulatory Mechanism
1. Section 14-301 to 14-310 of the City’s current municipal code prohibits illicit discharges.
Connections to the stormwater system must contain only stormwater and
groundwater, otherwise they are to be eliminated. References to the fines and
penalties that can be levied against violators can be found in Section 70-5 and Section
14-310.
Incorporating IDDE into Maintenance and Inspection Activities
1. Illicit discharge detection shall be incorporated into all municipal inspection and
maintenance activities. This includes active construction sites for compliance with
erosion and sediment control, as well as, inspections of pond, outfalls, and structural
BMPs to determine integrity and functionality.
Staff Training
1. Field staff - At least once each calendar year, training shall be provided to all field staff
in illicit discharge recognition (including conditions which could cause illicit discharges)
and reporting illicit discharges for further investigation. See Education, Outreach, and
Public Involvement Plan for more information.
2. IDDE staff - Individuals responsible for any portion of the Illicit Discharge Detection and
Elimination (IDDE) Program shall receive training commensurate with their
responsibilities as they relate to the program. Individuals include, but is not limited to,
those responsible for investigating, locating, eliminating illicit discharges, and/or
enforcement. Previously trained individuals shall receive refresher-training every three
(3) calendar years following the initial training. See Education, Outreach, and Public
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Involvement Plan for more information.
High Priority Areas
1. An inventory of priority areas having been identified as having a higher likelihood for
illicit discharges shall be maintained as part of the City’s Municipal Storm Sewer System
mapping. Priority areas shall be evaluated for potential inclusion based on the
following:
a) Land uses associated with business/industrial activities.
b) Areas where illicit discharges have been identified in the past.
c) Areas with storage of significant materials that could result in an illicit discharge.
d) Areas with older infrastructure, where illegal connections and/or deteriorating
sewer lines are more likely to exist.
2. High priority areas identified include the following locations:
a) Navarre neighborhood – area includes 2 gas stations, a grocery store, multiple
restaurants, and multiple small hazardous waste generators.
b) Wayzata Boulevard neighborhood – area includes an industrial park, a Garden
Center, and multiple small waste generators.
Procedures for Investigating, Locating, and Eliminating Illicit Discharge
1. Illicit discharge identification and notification to the City
a) Field staff – illicit discharges identified by field staff performing their routine
duties, including inspections of construction sites, ponds, outfalls, and BMPs, shall
notify the IDDE Plan implementer within 24 hours of detection. Notification by
field staff shall include: staff name, potential type of illicit discharge (i.e. sediment,
oil, grease, grass clippings, soap, etc.), location, and any other information related
to the observed discharge (i.e. maps, pictures, videos, notes, etc.).
b) Citizen – illicit discharges identified by Citizens shall be directed to the IDDE Plan
implementer. Notification should include: identifier’s name, potential type of
discharge, location, and any other information related to the observed discharge.
c) High priority area – high priority locations shall be inspected by IDDE staff for illicit
discharges once per year. If an illicit discharge is identified, elimination
procedures shall be implemented as outlined by this plan.
2. Procedures for investigating and eliminating illicit discharges
a) Initiation – upon receipt of an illicit discharge notification, an Illicit Discharge
Report and Response Form shall be initiated immediately by the IDDE Plan
implementer (see Appendix F).
b) Investigation – an investigator shall be assigned by the IDDE Plan implementer as
part of the initiation of the Illicit Discharge Report. The investigator will begin
investigation of the report within 24 hours. The investigator shall document all
labor, materials, and other costs associated with the investigation for invoicing
the responsible party. When the source of the discharge is unknown, Drainage
Area and Storm System Investigation methods shall be utilized by the investigator
to trace the source of discharge.
c) Drainage Area Investigation - Drainage area investigations shall be used when the
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discharge observed at the outfall has a distinct or unique characteristic that can
allow field crews to quickly determine the type of activity or non-point source that
is generating the discharge. The investigator shall identify likely sources near the
reported discharge location by reviewing land use and drainage system maps. The
investigator shall then conduct a visual survey of the drainage area to confirm the
source of the discharge. The following table lists some potential causes of
reported discharges.
Table 7-1 – Common Discharges and Potential Sources
Observed Discharge Potential Causes
Clogging Sediment · Construction activity without proper erosion and
sediment controls
· Roadway sanding operations
· Outdoor work areas or material storage areas
Thick Algae Growth · Fertilizer leak or spill
· Landscaping operations
· Hydroseeding following construction
· Failing or leaking septic system
Oil · Refueling operations
· Vehicle or machinery maintenance activities
Sudsy Discharge · Power washing of buildings
· Vehicle or equipment washing operations
· Mobile cleaning crew dumping
· Laundry or Cleaner
· Household greywater discharge
Clogged Grease · Restaurant sink drain connection to stormwater
system
Sewage · Failing or leaking septic systems
d) Storm System Investigation – Storm system investigations shall be used when the
source of discharge observed at the outfall cannot be quickly attributed to a
certain type of activity or non-point source generating the discharge. This method
involves progressive investigation at manholes in the storm drain network to
narrow down the location where the illegal discharge is entering the drainage
system. Field crews shall work progressively upstream from the outfall and
inspect manholes until indicators reveal the discharge is no longer present. For
particularly large storm drain systems, major branches of the system shall be
identified, and the downstream manhole of the branch shall be investigated to
reduce area that must be investigated. Storm system investigation shall include
the following steps:
· Consult the drainage system map and identify the major branches.
· Starting from the outfall, observe the next upstream manhole or
junction to see if there is evidence of polluted discharge. Field crews
are looking for the presence of flow during dry weather, foul odors,
colors or stained deposits, oily sheen, floatable materials, and/or
other unusual observations.
· Repeat observations at each upstream manhole or junction until a
junction is found with no evidence of discharge.
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· Work downstream from the “clean” manhole or junction to isolate
the location where the polluted discharge is entering the storm drain
system.
· If discharge is evident from private property, procedures to enter
private site shall be initiated.
· Document all findings in field notes.
· If visual inspection of the storm system network is not adequate to
isolate the source of the illegal discharge, additional field testing shall
be performed. This may include dye testing, smoke testing, or video
televising (See Appendix G).
e) Equipment - Prior to conducting field work, crews shall assemble all required
equipment (see Table 7-2) and review the outfall inspection records or water
quality incident reports from the area to become familiar with the background
information and potential pollution sources.
Table 4-2 – Field Equipment for Source Investigations
Minimum 2-person crew Watch with second hand
Safety Gear – vest, work boots, cones Flashlight or head lamp
Field Notebook/Pencils Tool Box – hammer, tape measure, duct
tape, zip ties
Map or Aerial Photo of Inspection Area First Aid Kit
Digital camera w/ charged battery Clear sample bottles
Cell phone w/ charged battery Wide mouth container
f) Follow-up Actions - Once the source of an illegal discharge has been identified,
the investigator shall notify the property owner or operator of the problem and
provide the appropriate educational materials and/or a Notice of Violation (see
Response Procedures).
Response Procedures
1. Immediate Response Procedures
a) Field crews shall be prepared to take immediate action in the event of
encountering one of the following situations:
· An individual is actively introducing illegal substances or materials to
the storm drain system.
· A strong chemical odor is emanating from storm drain system.
· Fumes are emanating from storm drain system.
· A significant stream of a chemical or petroleum product is visible
flowing in storm system or downstream waters.
· A large chemical plume is evident in stream or river downstream of a
City outfall.
· An immediate threat to property, human health or safety, or aquatic
life is present.
b) Field crews shall initiate the following actions if immediate response is required:
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· Ensure public safety. Instruct people to stay clear of the area.
· Immediately contact 911 to report a major spill, active illegal
dumping, or a potential fire threat.
· If the source of the illegal discharge is a spill or leak as defined in
Minnesota Statute 115.061, the following offices shall be notified
immediately:
MN Dept. of Public Safety Duty Officer: 651-649-5451 or 1-800-
422-0798
Non-Emergency Police Dispatch: 952-249-4700
Minnehaha Creek Watershed District: 952-471-0590
· Take detailed notes and photos/video for subsequent investigation
by City or other agencies. At a minimum, the following shall be
recorded:
Location
Spill material
Spill volume
Party responsible for spill
Impact to resources (infrastructure, surface waters)
· If possible, isolate or contain visible chemical pollution in the effected
waterbody with any materials that are accessible. For small
discharges earth dams, absorbent pads, and containers may be useful
to contain part of the illicit discharge (see Appendix H for Spill
Response Plan).
2. Corrective Actions / Enforcement
a) The City will respond to identified illicit discharges, illicit connections, or illegal
dumping activities using progressive enforcement actions. Corrective actions will
focus first on education to promote voluntary compliance and escalate to
increasingly severe enforcement actions if voluntary compliance is not obtained.
b) Voluntary Compliance – for first time offenders, the City shall immediately notify
the party responsible of the illegal connection or operation and may provide the
responsible party with educational information about the illegal connection or
operation, environmental consequences, and/or suggestions on remedial actions.
After initial notification, the responsible party will be directed to initiate necessary
remedial actions in a timely manner to be determined by the Investigator (time
will vary based on nature of illegal connection or operations). Based on the time
allotted by the Investigator, a follow-up inspection shall be performed to verify
compliance.
c) Notice of Violation - Whenever the City finds that a person has violated a
prohibition or failed to meet a requirement of Ordinance subchapters 14.301-310,
the City may order compliance by a written Notice of Violation to the responsible
person. The notice may require without limitation:
· The performance of monitoring, analysis, and reporting.
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· The elimination of illicit connections, discharges, or pet waste.
· The installation of proper salt storage facilities and implementation
of proper salt handling procedures.
· That violating discharges, practices, or operations shall cease and
desist.
· The abatement or remediation of storm water pollution or
contamination hazards and the restoration of any affected property.
If abatement of a violation and/or restoration of affected property is
required, the notice shall set forth a deadline within which the
remediation or restoration must be completed. The notice shall
further advise that, should the violator fail to remediate or restore
within the established deadline, the work will be done by the City or
a City-designated contractor and the expense thereof shall be
charged to the violator. Abatement procedures are outlined by
Ordinance subchapter 70-5.
· The implementation of source control or treatment BMPs.
Documentation
1. Refer to the Documentation and Assessment Plan for items requiring documentation as
part of the Illicit Discharge Detection and Elimination Plan.
Annual Assessment
1. Refer to the Documentation and Assessment Plan for items requiring annual
assessment as part of the Illicit Discharge Detection and Elimination Plan.
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III. MCM 4: CONSTRUCTION SITE RUNOFF CONTROL
Introduction
The City of Orono’s Storm Water Pollution Prevention Program (SWPPP) Minimum Control
Measure (MCM) 4 addresses construction site runoff control. The following plan outlines the
tools and procedures to be implemented for erosion, sediment, and waste control on
construction sites.
1. Party responsible for construction site runoff control implementation: City Engineer
2. Minimum elements, as set forth in MPCA Permit that provides Authorization to
Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems
under the NPDES Program (Permit No. MNRO400000).
a) Regulatory Mechanism (Part 19.3-5)
b) Site Plan Review (19.6)
c) Inspection (19.7-9)
d) Public report of non-compliance (19.10)
e) Training (19.11)
f) Response Procedures (19.12)
g) Documentation (19.13-15)
h) Annual Assessment (19.16)
Regulatory Mechanism
1. City Code: Section 79.1-14 of the City’s current municipal code outlines the
requirements of construction site runoff control, including development of a Storm
Water Pollution Prevention Plan, required permits from other agencies, and potential
enforcement penalties.
2. MOU with MCWD: Memorandum of Understanding between the City and Minnehaha
Creek establishing that MCWD will apply and enforce their rules within City boundaries.
Site Plan Review
1. Refer to Written Procedures for direction regarding site plan review for construction
site runoff control.
Inspection
1. Refer to Written Procedures for direction regarding inspection for construction site
runoff control.
Public Report of Non-compliance
1. Refer to Written Procedures for direction regarding public report of non-compliance of
construction site runoff control.
Training
1. Refer to the Education, Outreach, and Public Involvement Plan for required staff training
as it relates to construction site runoff control.
Response Procedures
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1. Refer to Written Procedures for direction regarding response procedures.
Documentation
1. Refer to the Documentation and Assessment Plan for items requiring documentation as
part of construction site runoff control.
Annual Assessment
1. Refer to the Documentation and Assessment Plan for items requiring annual
assessment as part of construction site runoff control.
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IV. MCM 5: POST-CONSTRUCTION STORMWATER MANAGEMENT
Introduction
The City of Orono’s Storm Water Pollution Prevention Program (SWPPP) Minimum Control
Measure (MCM) 5 addresses post-construction stormwater management. The following
plan outlines the tools and procedures to be implemented for prevention or reduction of
water pollution after construction activity is completed.
1. Party responsible for post-construction stormwater management implementation:
City Engineer
2. Minimum elements, as set forth in MPCA Permit that provides Authorization to
Discharge Stormwater Associated with Small Municipal Separate Storm Sewer
Systems under the NPDES Program (Permit No. MNRO400000).
a) Regulatory Mechanism (20.3-15)
b) Private BMP Inventory (20.16)
c) Site Plan Review (20.17)
d) Training (20.18)
e) Response Procedures (20.19)
f) Documentation (20.20-22)
g) Annual Assessment (20.23)
Regulatory Mechanism
1. City Code: Section 79.1-14 of the City’s current municipal code outlines the
requirements of the Storm Water Pollution Prevention Plan, required permits from
other agencies, and potential enforcement penalties.
2. MOU with MCWD: Memorandum of Understanding between the City and Minnehaha
Creek establishing that MCWD will apply and enforce their rules within City
boundaries.
3. Surface Water Management Plan: The City’s Surface Water Management Plan serve as
a comprehensive planning document to guide the City of Orono in conserving,
protecting, and managing its surface water resources.
Private BMP Inventory
1. Refer to Written Procedures for direction regarding private BMP inventory for post-
construction stormwater management
Site Plan Review
1. Refer to Written Procedures for direction regarding site plan review for post-
construction stormwater management.
Training
1. Refer to the Education, Outreach, and Public Involvement Plan for required staff training
as it relates to post-construction stormwater management.
Response Procedures
1. Refer to Written Procedures for direction regarding response procedures.
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Documentation
1. Refer to the Documentation and Assessment Plan for items requiring documentation as
part of post-construction stormwater management.
Annual Assessment
1. Refer to the Documentation and Assessment Plan for items requiring annual
assessment as part of post-construction stormwater management.
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V. MCM 6: MUNICIPAL OPERATIONS BEST MANAGEMENT PRACTICES
Party responsible for Municipal Operations Best Management Practices implementation:
Public Works Superintendent
Waste Management, Storage, and Disposal
Improper storage and handling of waste materials can allow several pollutants including oils
and greases, toxic and chemical compounds (including nutrients), bacteria, metals, and other
wastes to enter waterways through stormwater run-off and non-stormwater discharges.
Proper handling, along with recycling and waste reduction will reduce the potential for
polluting waterways, groundwater, and recharge points.
1. Ensure that all waste areas and dumpsters are covered and are not leaking.
2. Place waste receptacles indoors or under a roof overhang whenever possible.
3. Keep all container lids always closed unless adding or removing material.
4. Liquid wastes should be kept out of the dumpster and the lid kept closed to keep storm
water out.
5. Waste oil, antifreeze, spent solvents, and other liquids from vehicle maintenance
activities should be recycled.
6. Spent batteries should be disposed of as hazardous waste or returned for reclamation
and reuse.
7. Arrange for waste to be picked up regularly and disposed of at approved disposal
facilities. If the amount of generated waste exceeds the capacity of waste containers,
obtain more containers, or increase frequency of pickups.
8. Do not wash out waste containers or dumpsters outdoors. Return dumpsters to the
owners for cleaning at the owner’s facility. If municipally owned containers must be
washed, do so at a sink or floor drain so that wastewater goes to the sanitary sewer.
9. Only wash concrete mixing and pouring equipment in designated concrete washout
areas at each job site. Never wash into a storm drain inlet.
Management of Stockpiles
Stockpile Management procedures and practices are designed to reduce or eliminate air and
stormwater pollution from stockpiles of soil, paving materials such as portland cement
concrete rubble, reclaimed asphalt pavement (RAP), hot mixed-cold laid bituminous mixes,
limestone rock asphalt, pre-coated aggregates, and various patching mixes. Protection of
stockpiles is a year-round requirement. To properly manage stockpiles:
1. Locates stockpiles away from concentrated flows of stormwater, drainage courses, and
inlets.
2. Protects all stockpiles from stormwater run-on using temporary perimeter sediment
barriers such as berms, dikes, fiber rolls, silt fences, sandbag, gravel bags, or straw bale
barriers.
3. Manages stockpiles of contaminated soil as follows:
4. Cover stockpiles with plastic sheeting or tarps.
5. Install berms around stockpiles to prevent runoff from leaving the area.
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6. Does not stockpile in or near storm drains or watercourses.
7. Place bagged materials on pallets and under cover.
8. While activities associated with the BMP are under way, inspect weekly during the rainy
season and at two-week intervals in the non-rainy season to verify continued BMP
implementation.
9. Repair and/or replace perimeter controls and covers as needed to keep them
functioning properly.
Vehicle Fueling, Washing and Maintenance
Activities associated with fueling and cleaning of municipal vehicles and equipment can easily
contribute pollutants to stormwater discharges or directly discharge to the municipal
separate storm sewer (MS4). Spills and leaks that occur during vehicle and equipment fueling
can contribute hydrocarbons, oils, grease, metals, and other toxic chemicals to stormwater
run-off or discharge directly into storm sewers or receiving waters. Pollutants from washing
and maintaining vehicles can vary from engine oil to chemicals within detergents such as
phosphates. Properly designed and constructed fueling and wash areas will reduce the
potential for contaminated discharges.
The ideal location for washing vehicles is at a commercial vehicle wash. Commercial vehicle
washes can recycle their water on-site as well as contain the it so it will not enter the storm
drain. If no commercial vehicle washes are available, then vehicles should be washed indoors
(that will drain to sanitary sewers) or on grass/pervious surfaces.
1. General fueling practices:
a) Place drip pans or absorbent pads under direct fueling location if fueling will occur
over a permeable surface.
b) Do not "top off" fuel tanks.
c) Do not place used spill response materials in adjacent trash receptacles. Dispose
in a proper manner.
d) Do not leave active fueling operations unattended.
2. General washing practices:
a) Keep equipment clean; do not allow a buildup of oil/grease.
b) Place spill clean-up materials in readily available locations by the wash area
(clearly mark location of spill clean-up materials).
c) Clean up spills or any wash water that may improperly discharge and
contaminate.
d) Consider using phosphate-free detergents.
e) The optimal location for a wash area is indoors where connection to the sanitary
sewer is more easily achieved and exposure to rain events is eliminated.
f) Do not store solvents or degreasers in the wash area.
3. General maintenance practices:
a) Keep all wash areas neat and orderly.
b) Perform monthly inspections and clean and maintain any sumps or oil/water
separators installed at the wash area.
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c) Inspect and maintain washing equipment, especially the hoses, wands, and
nozzles. Make sure they deliver the proper rate of water and shut-off
automatically when not in use.
d) For wash areas that are plumbed to a sanitary sewer, clean the sewer inlet at least
weekly.
e) Inspect all fueling equipment and fuel islands at least daily for leaks, drips,
corrosion, wear, or damage. Repair or replace all faulty equipment promptly.
Routine Street and Parking Lot Sweeping
Responsible Party: Streets and Stormwater Supervisor
Regular street and parking lot sweeping (using sweeper trucks/equipment) removes debris,
such as dust and pollutants, which typically end up in streams after being washed into catch
basins. Sweeping should be performed at least twice a year on all roads and preferably more
in areas of concern, including near streams, land use (industrial areas vs. residential) or heavily
trafficked areas.
1. Operate all sweepers according to the manufacturer’s recommended procedures.
2. Develop a street sweeping schedule including prioritized roads, secondary roads and
frequency of sweeping.
3. Schedule sweeping as follows:
a) In areas where storm drain plugging or high pollutant loadings occur.
b) Immediately following special events like street fairs, art shows and parades.
c) Immediately after street repair projects that involve saw cutting, chip sealing or
other operations that might have left wastes or debris on road surfaces.
d) After leaf collection in the fall.
e) After salt/sand application in the winter.
f) During new construction projects involving temporary storage of construction
materials like dirt, sand and road base along the roadway.
g) Immediately following median grass cutting operations.
4. Make sure brushes and water spray hoses are functional before leaving the shop.
5. Clean out solid debris and store in an impervious area or in a temporary disposal area
such as a truck or dumpster.
6. Scrape out left over debris from the hopper after the last dump of the day. Dispose of
waste in trash or dumpster temporary storage area.
7. Always wash sweepers in a wash area or wash bay that drains to a sanitary sewer.
8. Avoid conducting sweeping operations during rainstorms.
Emergency Response
Spill prevention and response is one of the most important Good Housekeeping Practices for
municipal operations. During daily activities, municipal employees handle, transport, load,
and use products that can be harmful to our waterways if they enter storm drains. Refer to
the Illicit Discharge Detection and Elimination Plan for the Spill Response Plan.
Cleaning of Maintenance Equipment, Building Exteriors and Dumpsters
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Equipment and building washing can generate dry weather runoff contaminated with
detergents, oils, grease, and heavy metals. Equipment and building washing BMPs can
eliminate contaminated wash water discharges to the storm sewer system.
1. Proper equipment maintenance includes:
a) Maintain equipment regularly: Check for leaks or stains, and fix leaks immediately.
b) Capture leaks and rips during maintenance activities with a drip pan.
c) If equipment is stored outside, provide a tarp or roof to protect the equipment
from precipitation.
2. Proper infrastructure cleaning includes:
a) Perform the activity during dry periods.
b) Use non-toxic chemicals for maintenance and minimize or eliminate the use of
solvents.
3. Proper Building Repair, Remodeling, and Construction includes:
a) Do not dump any toxic substance or liquid waste on the pavement, the ground,
or toward a storm drain.
b) Use ground or drop cloths underneath outdoor painting, scraping, and
sandblasting work and properly dispose of collected material daily.
4. Proper dumpster cleaning includes:
a) Do not wash out dumpsters outdoors or in a parking lot.
b) Dumpsters should be washed in a wash bay or over a floor drain that goes to the
sanitary sewer or return dumpsters to the waste disposal contractor for cleaning
at the contractor’s facility.
c) Route leaks and other wastewaters from dumpsters to the sanitary sewer system.
d) Keeping spill clean-up materials easy to access.
Use, Storage and Disposal of Significant Materials
The storage, use and disposal of hazardous materials and chemicals require consideration of
a number of environmental health and safety factors. These include inventory control, as well
as the proper use and disposal of containers and equipment.
1. Proper BMPs for chemicals and hazardous materials:
a) Keep lids on all containers and store under cover.
b) Properly close all containers when not in use.
c) Use secondary containment for hazardous materials and protect from rain. Store
hazardous materials in an area where spills will not reach storm drains.
d) Label all hazardous materials according to hazardous waste regulations.
e) All hazardous materials should be properly labeled and remain labeled. The
purchase date should be placed on the label.
f) In general, storage areas should not be hot or humid.
2. Proper BMPs for flammable materials:
a) Flammable materials should be stored in ventilated storage cabinets or approved
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safety cans. Lids of safety containers should be kept closed, as well as doors of
storage cabinets.
b) Make sure an adequate spill kit with sufficient equipment and supplies is located
near storage areas where spills are possible. Clean up any spills, leaks, or
discharges immediately.
c) Flammable and combustible materials must be isolated from ignition sources.
d) Proper fire suppression equipment should be installed or available in storage or
use areas.
3. General BMPs for significant materials:
a) Do not combine wastes when storing them - this increases safety, recycling and
disposal options and reduces disposal costs.
b) Never mix waste oil with fuel, antifreeze or chlorinated solvents.
c) Use secondary containment on all bulk fluids stored in amounts more than 55
gallons and wastes to prevent accidental discharge. Secondary containment
includes, but is not limited to, berming around storage areas and use of
absorbents.
d) Keep storage areas clean and dry. Conduct regular inspections of storage areas
to detect leaks and spills.
e) Store new or used batteries securely to avoid breakage and acid spills during
earthquakes. When stored outdoors, batteries shall be covered with plastic tarp
to protect them from rain.
f) Recycle old batteries.
g) Wood products treated with chromated copper arsenate, ammoniacal copper
zinc arsenate, creosote, or pentachlorophenol should be covered with tarps.
Landscaping, Park, and Lawn Maintenance
Responsible Party: Parks Superintendent
Landscaping and lawn care practices have a significant impact on stormwater runoff.
Conventional lawn care practices often include watering too frequently, over-fertilizing, and
the use of pesticides and/or herbicides to rid lawns of unwanted pests and nuisance or
invasive plants. Excess nutrients and pesticides wash away during rain events or when lawns
are over-watered. The stormwater management approach to lawn care uses a variety of
techniques to reduce pollution in stormwater runoff from lawns.
1. General practices include:
a) Perform mowing at optimal times, which does not include prior to significant
forecasted rain events.
b) Protect lakes, ponds, wetlands, and/or lagoons adjacent to landscape
maintenance activities.
c) Mulch-mow grasses whenever possible.
d) Dispose of organic wastes by composting whenever possible. When composting
is not possible, dispose of organic wastes in an approved disposal facility. Do not
wash down or dispose of lawn clippings, leaves, tree trimmings, or other
landscape waste in or near a storm drain, drainage ditch, or open body of water.
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e) Use mulch or other erosion control methods to prevent erosion of exposed soils
and flowerbeds.
f) Do not leave grass clippings or trimming residue on impervious areas.
g) Use mechanical methods for vegetation removal where possible.
h) Avoid loosening soil when removing weeds or vegetation.
i) Collect and dispose lawn trimmings, clippings, vegetation, etc.
j) Reduce or prevent exposed soil areas.
k) Only irrigate as much water as needed. Never water at rates that exceed the
infiltration rate of the soil.
Road Maintenance (Appendix I)
Responsible Party: Streets and Stormwater Supervisor
Existing roads and bridges require periodic maintenance. These maintenance activities often
generate stormwater pollutants such as heavy metals, sediments, solvents, oils, and fuels.
1. General practices for road and bridge maintenance:
a) Always sweep or vacuum dry material wastes during saw cutting, road stripe
removal, or other activities that create dust/sediment.
b) Locate and block adjacent storm drain inlets during maintenance work such as
concrete curb and gutter work, resurfacing, paving, striping/marking, or saw
cutting.
c) Use drip pans for paving machines and other equipment that may leak fluids.
d) Do not apply road striping paint during windy, wet, or rainy conditions.
e) If wet saws must be used, place drip pans under or watertight barriers around
equipment when not in use. Turn of cooling water when saw is not in use.
f) Wash out mixers, delivery trucks, or other equipment in a designated concrete
washout area only.
g) Protect storm drains during maintenance.
Right-of-Way Maintenance
Responsible Party: Streets and Stormwater Supervisor
1. Open and closed conveyance systems within City right-of-way will be maintained to
function as designed and in a manner that will allow them to convey stormwater
effectively. Periodic maintenance will include:
a) Mowing
b) Maintenance of vegetation
c) Removal of debris
d) Removal of excess sediment
e) Repair/stabilization of erosion
f) Removal of any obstruction that inhibits drainage
Application of Herbicides, Pesticides and Fertilizers
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Responsible Party: Parks Superintendent
Fertilizers, herbicides, and pesticides possess a relatively high potential for contributing
pollutants to stormwater runoff and non-stormwater discharges both through storage and
application. Proper management of materials, effective training, and proper use of materials
will reduce the potential of polluting receiving waterways.
1. BMPs that will be implemented to reduce pollutants from pesticides, herbicides, and
fertilizers include the following:
a) Personnel who participate in the application of pesticides, that contain a
Restricted Use Pesticide (RUP), for the City will be trained and obtain non-
commercial Certification as required by the Minnesota Department Agriculture.
b) Fertilizers will be applied during the growing seasons- spring, summer, and fall.
c) Employees will be trained to follow the material safety data sheet(s) (MSDS) of
pesticides, including herbicides and insecticides, and fertilizers.
d) All mixing and loading operations must occur on impervious surfaces.
e) All state, federal, and local regulations are followed in the use of pesticides,
herbicides, and fertilizers.
f) Pesticides, herbicides, and fertilizers will not be applied during or directly prior to
storm events.
g) Employ application techniques that increase efficiency and allow the lowest
effective application rates. Carefully calibrate application equipment and follow
all label instructions.
h) Only pesticides that are quickly absorbed into the soil or plants should be used.
i) Whenever practicable, integrated pest management techniques will be
implemented.
j) Pesticides will not be sprayed when there is a high possibility of the spray drifting
into non-target areas or onto non-target vegetation, insects, or animals.
k) To prevent possible backflow and contamination of a water supply, never
submerge a water supply hose in a chemical tank or container.
l) Pesticide application for mosquito control may not be applied without following
the notification requirements as required by Minnesota Statute 18B.07.
Cold Weather Operations (Appendix I)
Responsible Party: Streets and Stormwater Supervisor
Road salt or deicers should be stored in covered shelters with a door. Although road salt is
spread liberally on roads for safety, it is important that we limit the amount of stored road
salt that enters streams. Protecting stored road salt from the elements (wind or precipitation)
saves money since very little is wasted and keeps unnecessary salt out of our streams.
1. General practices include:
a) Road salt spreaders shall be emptied completely when not in use or at the end of
the snow season, especially if stored outdoors. Excess salt in spreaders can get
washed out in rains.
b) Regulate the application of deicing salts to prevent oversalting the pavement.
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c) Use trucks equipped with salt spreading calibration devices.
d) Use alternative deicing materials, such as sand or salt substitutes, where sensitive
ecosystems should be protected.
e) Consider temperature when determining volume of salt to apply.
f) Contain wash water from trucks used for salting and sanding in a holding tank for
disposal or discharge into sanitary sewers.
g) Prevent dumping of accumulated snow into surface waters or onto frozen water
bodies.
References
California Stormwater Quality Association BMP Handbook @ http://www.caasqa.org/bmp-
handbooks/municipal-bmp-handbook
EPA Pollution Prevention/Good Housekeeping for Municipal Operators @
http://water.epa.gov/polwaste/npdes/swbmp/Pollution-Prevention-Good-Housekeeping-
for-Municipal-Operatators.cfm
LIMC Good Housekeeping Guidance and BMP Manual @
http://www.lancasterintermunicipalcommittee.org/programs_stormwater.php
Partners For A Clean Environment @ http://www.pacepartners.com/stormwater/municipal-
operations/72-municipal-stormwater-program-tools#SOP
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VI. MCM 6: POND ASSESSMENT PLAN
Assessment Procedures
1. Determine Existing Conditions
a) Delineate watersheds for every pond maintained by City.
· Review Storm Sewer Map
· Review LiDAR topographic mapping
· Perform visual inspections
b) Define watershed characteristics (impervious surface percentage, time-of-
concentrations, areas, soil types, etc.).
· Review aerial mapping
· Review Land Use Plan
· Review Storm Sewer Map
· Review LiDAR topographic mapping
· Perform visual inspections
c) Define pond characteristics (design permanent volume, existing permanent
volume, outlet, normal water level, etc.).
· Review Construction Plans and Record Plans
· Perform visual inspections
· Perform site surveys
· Perform bathymetric surveys
· Perform sediment testing for pollutants
2. Assess TSS and TP Treatment Effectiveness
a) Create water quality models for every pond maintained by City
· Input information gathered into models
· Calculate TSS and TP removal efficiencies
b) Define TSS and TP treatment effectiveness required for every pond
· Establish permanent volumes required to meet NURP standards (60%
TSS removal, 62% PP removal, 34% TP removal)
· Determine additional reductions required to meet TMDLs, if any
· Determine additional reductions required to provide increased water
quality benefits
c) Rate pond effectiveness / need for maintenance
· MN Stormwater Manual recommends sediment removal after 50%
of permanent pool capacity has been lost
· Compare existing removal efficiencies to required efficiencies
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· Review proximity to surface waters
· Review proximity to Impaired waters
· Review TMDL requirements
· Determine Management Level of Sediment
· Rate pond based on following system:
Table 1 – Pond Rating System
Rating Description
1 · Pond completely ineffective
· Pollutant removal efficiency reduced well below 50 % NURP / required
standards (60% reduction or more)
· Efficiency reduced below 50% NURP / required standards (50-60%
reduction) and discharges directly to surface water or located in
Impaired Water watershed
· Maintenance required as soon as possible to prevent further pollutant
discharge
2 · Pollutant removal efficiency reduced below 50% NURP / required
standards (50-60% reduction) but does not discharge directly to
surface water and is not located in Impaired Water watershed
· Pollutant removal efficiency reduced to approximately 50% NURP /
required standards and discharges directly to surface water or located
in Impaired Water watershed
· Maintenance should be provided as soon as funds are available
3 · Pollutant removal efficiency reduced to approximately 50% NURP /
required standards
· Does not discharge directly to surface water and not located in
Impaired Water watershed
· Maintenance should be planned for near future
4 · Pollutant removal efficiency reduction approaching 50% NURP /
required standards (25-50% reduction)
· Pond should be checked yearly to monitor permanent pool volume
reduction and determine if change in rating is necessary
5 · Pond recently constructed or dredged, pollutant removal efficiency at
maximum level (0-25% reduction)
· Pond should be checked for permanent pool volume capacity starting
5 years after initial construction or dredging and every 5 years after
until rating decrease is warranted
Schedule
1. Determine Existing Conditions
2. Assess TSS and TP Effectiveness
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VII. WRITTEN PROCEDURES
MCM 2: Public Participation/Involvement
1. Procedures for consideration of and response to public input on adequacy of SWPPP.
a) Public input (written or oral) shall be directed to the City Administrator or a
designated representative.
b) City Administrator or designated representative shall review SWPPP regarding
input received to determine if any modifications are necessary to address missing
or inferior portions of the program.
c) If modifications are necessary, the City will begin process of amending SWPPP
accordingly.
d) City shall provide response to person responsible for input within three (3)
business days of receipt, providing information on City procedures and potential
modifications to be evaluated. Once evaluation of input is complete, City shall
provide additional response to person responsible for input regarding revisions to
be implemented or reason why no action is to be taken.
MCM 3: Illicit Discharge Detection and Elimination (City Ordinance Sec. 14-301-10)
1. Procedures for investigating, locating, and eliminating the source of illicit discharges.
a) Refer to Illicit Discharge Detection and Elimination Plan.
2. Procedures for responding to spills, including emergency response procedures to
prevent spills from entering the MS4.
a) Refer to Illicit Discharge Detection and Elimination Plan.
MCM 4: Construction Site Runoff Control (City Ordinance Chapter 79)
1. Procedures for site plan review prior to start of construction activity to ensure
compliance with local, State, and Federal requirements.
a) Refer to MCM 5: Post Construction Stormwater Management procedures.
2. Procedures for conducting Construction Site Inspections. Inspections to confirm
compliance with the NPDES Construction Stormwater Permit per MS4 requirements.
a) High priority sites – The following sites shall be classified as high priority sites.
· Project located in a sensitive area (by determination of City
Engineer).
· Project has history of violations.
b) Inspection frequency
· High priority sites – 1 time per week
· Other active sites – every other week
· Inactive sites – 1 time per month
c) Inspector – Inspector shall be designated by the City Engineer upon Final
Plat/Construction Plan approval and be properly trained in Construction Site
Runoff Control inspection procedures (see Education and Outreach Plan).
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d) Inspection – the Construction Site Inspection Checklist shall be utilized by the
Inspector to document each site inspection to determine compliance with
erosion, sediment, and waste control requirements (see Appendix K). Completed
checklists shall be provided to the applicant within 24 hours of the inspection,
indicating compliance or non-compliance.
e) Warning Letter – If upon inspection the site is determined to be non-compliant
(applicant fails to implement the erosion, sediment, and waste controls outlined
in the Stormwater Pollution Prevention Plan or planned BMPs are inadequate),
the Inspector shall issue a Warning Letter with the completed checklist to the
applicant. The Warning Letter will outline issues of non-compliance and a timeline
for completion of work to bring the site back into compliance.
f) Action against Financial Security – If appropriate actions by the applicant have not
been completed within timeline set forth in the Warning Letter, the city may act
against the financial security if any of the conditions listed below exist and at the
discretion of the City Administrator. The city shall use funds from this security to
finance any corrective or remedial work undertaken by the city or a contractor
under contract to the city and to reimburse the city for all direct cost incurred in
the process of remedial work including, but not limited to, staff time and
attorney’s fees.
· The applicant ceases land disturbing activities and/or filling and
abandons the work site prior to completion of the city approved
grading plan.
· The applicant fails to conform to any city approved grading plan
and/or the storm water pollution control plan as approved by the
city, or related supplementary instructions.
· The techniques utilized under the storm water pollution control plan
fail within 1 year of installation.
· The applicant fails to reimburse the city for corrective action taken
under the plan review process.
· Emergency action is necessary. If circumstances exist such that
noncompliance with this subchapter poses an immediate danger to
the public health, safety, and welfare, as determined by the City
Engineer, the city may take emergency preventative action. The city
shall also take every reasonable action possible to contact and direct
the applicant to take any necessary action. Any cost to the city may
be recovered from the applicant’s financial security.
g) Penalty - An owner failing to comply with or violating any of these regulations,
shall be deemed guilty of a misdemeanor and subject to a fine or imprisonment
or both. If more than one person is an owner, each person is responsible for
compliance with these regulations. Each day that a separate violation exists
constitute a separate offense. Pursuit of penalty will be at the discretion of the
City Administrator.
3. Procedures for receipt and consideration of reports of noncompliance or other
stormwater related information on construction activity submitted by the public.
a) Public input (written or oral) shall be directed to the assigned Inspector for the
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site in question.
b) Inspector shall review inspection history to determine if report of noncompliance
or other stormwater related information has been/is being addressed.
c) If information is new to inspection history and requires action to restore
compliance, Inspector shall initiate a site inspection within 24 hours of receipt.
d) Inspector shall provide response to person responsible for input within 24 hours
of receipt, providing information on City procedures, determination of
compliance, and potential enforcement.
MCM 5: Post-Construction Stormwater Management
1. Procedures for site plan review prior to start of construction activity to ensure
compliance with local, State, and Federal requirements.
a) Upon receipt of Building Permit, Excavation and Grading Permit, or Land Use
Application, the Community Development Director or designated representative
will provide all required information included with the application to the
designated Site Plan Reviewer. At the discretion of the City Engineer, information
required may include the following:
· Site Survey
· Site Plan
· Grading Plan
· Erosion and Sediment Control Plan
· Site Restoration Plan
· Stormwater Pollution Prevention Plan
· Stormwater Management Plan and Details
· Hydrologic, Hydraulic, and Water Quality Computations
· Wetland Report by Certified Wetland Specialist
· Wetland Protection/Mitigation Plan
· Soil Borings/Geotechnical Report
b) Site Plan Reviewer – Site Plan Reviewer shall be designated by the City Engineer
upon receipt of applicable City application and be properly trained in Post-
Construction Stormwater Management procedures (see Education and Outreach
Plan).
c) Review – the SWPPP Review Checklist shall be utilized by the Reviewer to
document each plan review to ensure compliance with local, State, and Federal
requirements (see Appendix K). In addition, the Reviewer shall generate a Review
Comments letter addressed to the Community Development Director outlining
revisions necessary to bring Construction Plans into compliance with all
requirements. The Review Comments letter shall include notification that the
owner must apply and obtain coverage under the NPDES Construction
Stormwater Permit.
d) Approval – the Reviewer shall coordinate with the Community Development
Director and applicant to address all issues identified during review/development
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of the checklist. Once all issues have been resolved, the Reviewer shall stamp Final
Construction Plans with: Approved By, Reviewer’ Name, and Date and coordinate
with the Community Development Director to issue the approved permit.
e) Maintenance Agreement – a Maintenance Agreement shall be required for any
projects requiring permanent stormwater management facilities due to local,
State, or Federal requirements. The agreement shall be generated in favor of the
City using the City’s template (see Appendix J). The agreement shall define
maintenance responsibilities following completion of project, specify types and
frequencies of inspection and maintenance activities, designate who will conduct
inspection and maintenance activities, and outline reporting requirements. The
Agreement shall be recorded with the County per the City’s approval process.
f) Other Permits – the Reviewer shall coordinate with the applicant to verify need
for other permits. The Review Comment letter shall include a comment requiring
copies of the following permits or documentation from the applicable agency that
no permit is necessary.
· MPCA NPDES Construction Stormwater Permit
· Minnehaha Creek Watershed District Permit
· Pioneer Sarah Creek Watershed Management Commission Permit
· Wetland Conservation Act Permit
· MN Department of Natural Resources Permit
· US Army Corp of Engineers Permit
MCM 6: Pollution Prevention/Good Housekeeping for Municipal Operations
1. Procedures for determining the TSS and TP treatment effectiveness of all City
owned/operated ponds constructed and used for the collection and treatment of
stormwater.
a) Refer to the Pond Assessment Plan.
Documentation
1. Refer to the Documentation and Assessment Plan for items requiring documentation
for each Minimum Control Measure.
Annual Assessment
1. Refer to the Documentation and Assessment Plan for items requiring annual
assessment for each Minimum Control Measure.
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VIII. DOCUMENTATION AND ASSESSMENT PLAN
Documentation
The following information shall be documented:
1. MCM1: Education and Outreach
a) Activities held, including dates, to reach each target audience, and the estimated
audience for each completed activity.
b) Quantities and descriptions of educational materials distributed, including dates
distributed. This includes newsletters and website hits.
c) Staff training for Illicit discharge recognition and reporting. This includes all field
staff.
d) Staff training for illicit discharge detection and elimination. This includes those
responsible for investigating, locating, eliminating illicit discharges, and/or
enforcement.
e) Staff training for construction site runoff control. This includes those responsible
for conducting site plan reviews, site inspections, and/or enforcement.
f) Staff training for post-construction stormwater management. This includes those
responsible for conducting site plan reviews, site inspections, and/or
enforcement.
g) Staff training for winter maintenance activities. This includes all staff performing
any winter maintenance activity (i.e. calibration and maintenance of equipment,
deicing operations, and snow plowing/management).
h) Staff training for SWPPP activities. This includes those responsible for municipal
operations (i.e. waste storage and disposal, stockpile management, vehicle
maintenance, street sweeping, park management, road maintenance, and
application of herbicides, pesticides, and fertilizer), operation and maintenance
of structural BMPs (i.e. sump manholes, stormwater treatment devices,
separators, ponds, outfalls, etc.), pond and outfall assessments, and management
of TMDL waste load allocations.
i) Staff training documentation shall include: 1) general subject matter covered, 2)
names and departments of individuals in attendance, and 3) date of each training
event.
2. MCM 2: Public Participation/Involvement
a) All relevant written input submitted by persons regarding the SWPPP.
b) All responses from the City to written input received regarding the SWPPP,
including any modifications made to the SWPPP as a result of the written input
received. Responses to written input shall be provided to the person originally
submitting the comment within three (3) business days, providing information on
City procedures and potential modifications to be evaluated. Additional response
shall be provided once evaluation of input is complete.
c) Date(s), location(s), and estimated number of participants at events held for
purposes of providing public opportunity to provide input on the adequacy of the
SWPPP.
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d) Notices provided to the public of any events scheduled for purposes of providing
public opportunity to provide input on the adequacy of the SWPPP, including the
Presentation on SWPPP Progress and Implementation and any electronic
correspondence (e.g., website, e-mail distribution lists, notices, etc.).
e) Date(s), location(s), description of activities, and estimated number of
participants at public involvement events that include a pollution prevention or
water quality theme. This includes the Park Cleanup Event, Tree Planting Program,
Spring Cleanup event, and any other educational or outreach event with a
Pollution Prevention or Water Quality theme.
3. MCM 3: Illicit Discharge Detection and Elimination
a) Date(s) and location(s) of IDDE inspections conducted, including any field notes,
maps, pictures, videos, and/or test results.
b) Reports of alleged illicit discharges received, including date(s) of the report(s), and
any follow-up action(s) taken.
c) Date(s) of discovery of all illicit discharges.
d) Identification of outfalls, or other areas, where illicit discharges have been
discovered.
e) Sources (including a description and the responsible party) of illicit discharges (if
known).
f) Labor, materials, and other costs associated with the investigation for invoicing
the responsible party.
g) Action(s) taken by the City (i.e correspondence, Notice of Violation), including
date(s), to address discovered illicit discharges.
h) Enforcement actions, including the following:
· Name of the person responsible for violating the terms and
conditions of the City’s ordinances.
· Date(s) and location(s) of the observed violation(s).
· Description of the violation(s).
· Corrective action(s) (including completion schedule) issued by the
City.
· Referrals to other regulatory organizations (if any).
· Date(s) and proof violation(s) resolved.
4. MCM 4: Construction Site Runoff Control
a) Site Plan Reviews, including the following:
· Project name.
· Location.
· Total acreage disturbed.
· Owner and Operator of proposed construction activity.
· Proof of notification to obtain coverage under the CSW Permit or
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proof of coverage under the CSW Permit.
· Any stormwater related comments and supporting completed
checklist used by the Reviewer to determine project approval or
denial.
· Approved Final Plat/Construction Plans.
b) Construction site inspections, including the following:
· Completed Construction Site Inspection Checklist.
· Any correspondence to the applicant regarding non-compliance with
the approved Stormwater Pollution Prevention Plan, including
Warning Letters, notice of action against the financial security,
and/or notice of potential penalties.
c) Enforcement actions, including the following:
· Name of the person responsible for violating the terms and
conditions of the City’s ordinances.
· Date(s) and location(s) of the observed violation(s).
· Description of the violation(s).
· Corrective action(s) (including completion schedule) issued by the
City.
· Referrals to other regulatory organizations (if any).
· Date(s) and proof violation(s) resolved.
5. MCM 5: Post-Construction Stormwater Management
a) Site Plan Reviews, including the following:
· Supporting documentation used to determine compliance with local,
State, and Federal requirements, including any calculations for the
permanent stormwater treatment system.
· The water quality volume that will be treated through volume
reduction practices (e.g., infiltration or other) compared to the total
water quality volume required to be treated.
· Documentation associated with off-site treatment projects
authorized by the City, including rationale to support the location of
permanent stormwater treatment projects.
· Payments received and used for public stormwater management
projects to provide off-site treatment for other projects within the
City.
· Any stormwater related comments and supporting completed
checklist used by the Reviewer to determine project approval or
denial.
· Approved Final Plat/Construction Plans.
· Copies of permits required by other local, State, or Federal agencies.
· Maintenance Agreements generated for privately owned and
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operated stormwater management facilities constructed to meet
local, State, and Federal requirements.
b) Inventory of private BMPs installed to meet governmental requirements,
including the following:
· Location.
· Year constructed.
· Type of BMP.
· Design plans/reports.
· Recorded Maintenance Agreement.
c) Enforcement actions, including the following:
· Name of party responsible for violating the terms and conditions of
the Maintenance Agreement.
· Date(s) and location(s) of the observed violation(s).
· Description of the violation(s).
· Corrective action(s) (including completion schedule) issued by the
City.
· Referrals to other regulatory organizations (if any).
· Date(s) violation(s) resolved.
6. MCM 6: Pollution Prevention / Good Housekeeping for Municipal Operations
a) Operation and maintenance:
· Date(s) and description of findings, including whether or not an illicit
discharge is detected, for all inspections conducted on structural
stormwater BMPs, ponds, and outfalls.
· Any adjustments to inspection frequency of structural stormwater
BMPs.
· Date(s) and a description of maintenance conducted as a result of
inspection findings, including whether or not an illicit discharge is
detected.
· Schedule(s) for maintenance of structural stormwater BMPs, ponds,
and outfalls.
· The amount of deicer applied each winter maintenance season to all
permittee owned/operated surfaces.
· Private BMP assessment
b) Pond sediment excavation
· Unique ID number and geographic coordinates of each stormwater
pond from which sediment is removed.
· The volume (e.g., cubic yards) of sediment removed from each
stormwater pond.
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· Results from any testing of sediment from each removal activity.
· Location(s) of final disposal of sediment from each stormwater pond.
c) TMDL Management
Annual Assessment
1. The City shall conduct an annual assessment of the entire Storm Water Pollution
Prevention Program to evaluate program compliance, the status of achieving the
measurable requirements, and determine how the program might be improved.
Measurable requirements are activities that must be documented or tracked as
applicable to each MCM (e.g., inventory, trainings, site plan reviews, inspections,
enforcement, etc.). The permittee must perform the annual assessment prior to
completion of each annual report and document any modifications made to the
program as a result of the annual assessment.
Appendix A: 2020 MS4 Part 2 Permit
Application
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MS4 Part 2 Permit Application
Authorization to discharge stormwater associated with
small Municipal Separate Storm Sewer System (MS4)
Stormwater Pollution Prevention Program (SWPPP) Document
Doc Type: Permit Application
Instructions: Submitting this application confirms your intent to receive authorization to discharge stormwater under the National
Pollutant Discharge Elimination System/State Disposal System (NPDES/SDS) MS4 General Permit (MNR040000). This application
is due within 150 days from the issuance date of the MS4 General Permit (MNR040000). Throughout this application there are text
fields with a typical maximum limit of four lines. If you need to provide information in a text field that exceeds the maximum limit,
please submit an attachment(s) with supplemental information that is labeled with the corresponding field number (e.g., 9.J.).
Submittal: This application form and any associated documents (i.e., total maximum daily load (TMDL) application, any
supplemental information) must be submitted electronically. To submit this form electronically, open the form using Internet Explorer
Web browser or Adobe Acrobat Reader in order for the submit button to work properly. (If you do not have Acrobat Reader, you can
download a free version at https://get.adobe.com/reader/.) Send the form to the Minnesota Pollution Control Agency (MPCA) by
clicking the submit button at the end of the form (a “send email” window should open with the form attached), you can click on
“Send” and then close the form. If you do not see a “send email”, save the form to your computer and attach the form to an email
message, using “MS4 Part 2 Permit Application” as the subject line to ms4permitprogram.pca@state.mn.us.
Review/Public Notice process: The MPCA will review the application for completeness. Incomplete applications will be returned.
If the MPCA determines the application is complete, the MPCA will make a preliminary determination to issue permit coverage and
place the application on public notice for 30 days. Once the applicant addresses any applicable comments or hearing requests, the
MPCA will make a final determination to issue permit coverage to the applicant.
Please note, this application is intended to provide information about an applicant’s existing SWPPP. An applicant that receives
permit coverage is responsible for complying with all new applicable requirements set forth in the MS4 General Permit
(MNR040000) by deadlines specified in Appendix B of the reissued permit.
Questions: If you have any questions, need additional information, contact MPCA staff. To find the staff assigned to your MS4,
refer to the https://stormwater.pca.state.mn.us/index.php?title=MS4_staff_contact_information_and_staff_assignments; or see the
staff contact information on the MPCA’s MS4 webpage at https://www.pca.state.mn.us/water/municipal-stormwater-ms4.
Note: All questions with an asterisk(*) are required fields, and the form will not submit without the fields completed.
General contact information
1.MS4 Owner (with ownership or operational responsibility, or control of the MS4)
*MS4 permittee name: 1.A.*County: 1.B.
(City, county, municipality, government agency or other entity)
*Mailing address: 1.C.
*City: 1.D.*State: 1.E.*Zip code: 1.F.
2.MS4 General contact (with SWPPP implementation responsibility)
*Last name: 2.A.*First name: 2.B.
(Department head, MS4 coordinator, consultant, etc.)
*Title: 2.C.
*Mailing address: 2.D.
*City: 2.E.*State: 2.F.*Zip code: 2.G.
*Phone (including area code): 2.H.*Email: 2.I.
3.Preparer information (complete if SWPPP application is prepared by a party other than MS4 General contact)
Last name: 3.A. First name: 3.B.
(Department head, MS4 coordinator, consultant, etc.)
Title: 3.C. Organization: 3.D.
Mailing address: 3.E.
City: 3.F. State: 3.G. Zip code: 3.H.
Phone (including area code): 3.I. Email: 3.J.
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4.Certification (All fields are required)
*Yes - I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to ensure that qualified personnel properly gathered and
evaluated the information submitted.
I certify that based on my inquiry of the person, or persons, who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete.
I am aware that there are significant penalties for submitting false information, including the possibility of civil and
criminal penalties.
I have read, understood, and accepted all terms and conditions of the NPDES/SDS MS4 General Permit.
This certification is required by Minn. Stat. §§ 7001.0070 and 7001.0540. The authorized person with overall, MS4 legal
responsibility must certify the application (principal executive officer or a ranking elected official).
By typing/signing my name below, I certify the above statements to be true and correct, to the best of my knowledge, and
that this information can be used for the purpose of processing my application.
*Signature: 4.A.
(This document has been electronically signed)
*Title: 4.B.*Date: 4.C.
*Mailing address: 4.D.
*City: 4.E.*State: 4.F.*Zip code: 4.G.
*Phone (including area code): 4.H.*Email: 4.I.
*5. Which type of MS4 do you represent? (Check one)
5.A. City
5.B. County
5.C. Corrections
5.D. Education
5.E. Healthcare
5.F. Township
5.G. Transportation (i.e., Minnesota Department of Transportation [MnDOT])
5.H. Watershed District
*6. Permit item 12.3: Do you have any partnerships with another regulated small MS4(s) to satisfy one or more requirements of
the General Permit?
Yes
No (skip to Q8)
7.If yes in Q6, provide a description of the partnership(s): (Maximum 10 lines of text)
Note: The application will not be processed
without certification.
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MCM 1: Public education and outreach
*8. Permit item 16.3: Do you distribute educational materials or equivalent outreach focused on at least two (2) specifically
selected stormwater-related issues of high priority? (Note: All or some of this item is a new permit requirement.
Compliance with new requirements is required within 12 months after receiving permit coverage.)
Yes
No (skip to Q11)
9.If yes in Q8, what are your high-priority topics? (Check all that apply)
9.A. Specific TMDL reduction targets
9.B. Changing local business practices
9.C. Promoting adoption of residential best management practices (BMPs)
9.D. Lake improvements through lake associations
9.E. Household chemicals
9.F. Yard waste
9.G. Construction activities
9.H. Post-construction activities
9.I. Other (describe below):
9.J.
Additional information for checked items (optional):
9.K.
10. If yes in Q8, how do you educate the public about stormwater-related issues? (Check all that apply)
10.A. Brochure
10.B. Newsletter
10.C. Utility bill insert
10.D. Newspaper ad
10.E. Radio ad
10.F. Television ad
10.G. Cable access channel
10.H. Website
10.I. Stormwater-related event
10.J. Other (describe below):
10.K.
Additional information for checked items (optional):
10.L.
*11. Permit item 16.4: At least once each calendar year, do you distribute educational outreach focused on illicit discharge
recognition and reporting illicit discharges? (Note: All or some of this item is a new permit requirement. Compliance
with new requirements is required within 12 months after receiving permit coverage.)
Yes
No (skip to Q13)
12.If yes in Q11, how do you educate the public about illicit discharge recognition and reporting? (Check all that apply)
12.A. Brochure
12.B. Newsletter
12.C. Utility bill insert
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12.D. Newspaper ad
12.E. Radio ad
12.F. Television ad
12.G. Cable access channel
12.H. Website
12.I. Stormwater-related event
12.J. Other (describe below):
12.K.
Additional information for checked items (optional):
12.L.
If you represent a city or township, please answer questions 13-16; if you do not represent a city or township, skip to question 17.
13.Permit item 16.5: At least once each calendar year, do you distribute educational materials or equivalent outreach to
residents, businesses, commercial facilities, and institutions, focused on deicing salt use? (Note: All or some of this item is
a new permit requirement. Compliance with new requirements is required within 12 months after receiving permit
coverage.)
Yes
No (skip to Q15)
14.If yes in Q13, what does your education or outreach cover? (Check all that apply)
14.A. The impacts of salt use on receiving waters
14.B. Methods to reduce salt use
14.C. Proper storage of salt or other deicing materials
14.D. Other (describe below):
14.E.
Additional information for checked items (optional):
14.F.
15.Permit item 16.6: At least once each calendar year, do you distribute educational materials or equivalent outreach focused
on pet waste? (Note: All or some of this item is a new permit requirement. Compliance with new requirements is
required within 12 months after receiving permit coverage.)
Yes
No (skip to Q17)
16.If yes in Q15, what do your educational materials or equivalent outreach on pet waste include? (Check all that apply)
16.A. Impacts of pet waste on receiving waters
16.B. Proper management of pet waste
16.C. Any existing regulatory mechanism(s) for pet waste
16.D. Other (describe below):
16.E.
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Additional information for checked items (optional):
16.F.
*17. Permit item 16.7: Do you have an education and outreach plan?
Yes
No (skip to Q19)
18.If yes in Q17, which components does your education and outreach plan include? (Check all that apply)
18.A. Target audience(s) (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.) If checked, specify your target
audiences:
18.A.1. Residents
18.A.2. Businesses
18.A.3. Commercial facilities
18.A.4. Institutions
18.A.5. Local organizations
18.A.6. Low income residents
18.A.7. People of color
18.A.8. Non-native English speaking residents
18.A.9. Other (describe below):
18.A.10.
18.B. Name or position title of responsible person(s) for overall plan implementation.
18.B.1. If checked, specify the name(s) or position title(s):
18.C. Specific activities and schedules to reach each target audience.
18.C.1. If checked, provide any additional information (optional):
18.D. A description of any coordination with and/or use of stormwater education and outreach programs implemented by
other entities, if applicable.
18.D.1. If checked, provide any additional information (optional):
*19. Permit item 16.8: Do you document information relating to MCM 1?
Yes
No (skip to Q21)
20.If yes in Q19, what do you document? (Check all that apply)
20.A. A description of all specific stormwater-related issues you identified in item 16.3
20.B. All information required under your education and outreach plan in item 16.7
20.C. Activities held, including dates, to reach each target audience
20.D. Quantities and descriptions of educational materials distributed, including dates distributed
20.E. Estimated audience (e.g., number of participants, viewers, readers, listeners, etc.) for each completed education
and outreach activity (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.)
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*21. Permit item 12.4: Who is responsible for implementation of this MCM? List name(s) or position title(s):
22.Provide any additional information about your current education and outreach program that you would like to share
(optional): (Maximum 10 lines of text)
MCM 2: Public participation/involvement
*23. Permit item 17.3: Do you provide a minimum of one (1) annual opportunity for the public to provide input on the adequacy
of the SWPPP?
Yes
No (skip to Q25)
24.If yes in Q23, describe the opportunity(ies):
*25. Permit item 17.4: Do you provide access to the SWPPP Document, annual reports, and other documentation that supports
or describes the SWPPP (e.g., regulatory mechanism(s), etc.) for public review, upon request?
Yes
No (skip to Q27)
26.If yes in Q25, how can the public access this information? (Check all that apply)
26.A. Hardcopy upon request
26.B. Our website
26.C. Available at public event
26.D. Other (describe below):
26.E.
*27. Permit item 17.5: Do you consider oral and written input regarding the SWPPP submitted by the public?
Yes
No
*28. Permit item 17.6: Each calendar year, do you provide a minimum of one (1) public involvement activity that includes a
pollution prevention or water quality theme? (Note: All or some of this item is a new permit requirement. Compliance
with new requirements is required within 12 months after receiving permit coverage.)
Yes
No (skip to Q30)
29.If yes in Q28, what are the themes of your public involvement activity/activities? (Check all that apply)
29.A. Rain barrel distribution event
29.B. Rain garden workshop
29.C. Cleanup event
29.D. Storm drain stenciling
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29.E. Volunteer water quality monitoring
29.F. Adopt a storm drain program
29.G. Household hazardous waste collection day
29.H. Other (describe below):
29.I.
Additional information for checked items (optional):
29.J.
*30. Permit item 17.7: Do you document information relating to MCM 2?
Yes
No (skip to Q32)
31. If yes in Q30, what do you document? (Check all that apply)
31.A. All relevant written input submitted by persons regarding the SWPPP
31.B. All of your responses to written input received regarding the SWPPP, including any modifications made to the
SWPPP as a result of the written input received
31.C. Date(s), location(s), and estimated number of participants at events held for purposes of compliance with permit
item 17.3
31.D. Notices provided to the public of any events scheduled to meet permit item 17.3, including any electronic
correspondence (e.g., website, email distribution lists, notices, etc.)
31.E. Date(s), location(s), description of activities, and estimated number of participants at events held for the purpose of
compliance with permit item 17.6 (Note: All or some of this item is a new permit requirement. Compliance
with new requirements is required within 12 months after receiving permit coverage.)
*32. Permit item 12.4: Who is responsible for implementation of this MCM? List name(s) or position title(s):
33.Provide any additional information about your current public participation/involvement program that you would like
to share (optional): (Maximum 10 lines of text)
MCM 3: Illicit Discharge Detection and Elimination (IDDE)
*34. Permit item 18.3: Do you maintain a storm sewer system map?
Yes
No (skip to Q36)
35.If yes in Q34, which of the following does your storm sewer map include? (Check all that apply)
35.A. All pipes 12 inches or greater in diameter, including stormwater flow direction in those pipes
35.B. Outfalls, including a unique identification (ID) number, and an associated geographic coordinate
35.C. Structural stormwater BMPs that are part of your small MS4
35.D. All receiving waters
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*36. Permit item 18.4: Do you have a regulatory mechanism(s) that prohibits non-stormwater discharges into your MS4?
Yes
No (skip to Q39)
37.If yes in Q36, what does your regulatory mechanism(s) consist of? (Check all that apply)
37.A. Contract language
37.B. Ordinance
37.C. Permits
37.D. Standards
37.E. Written policies
37.F. Operational plans
37.G. Legal agreements
37.H. Other mechanism(s) (describe below):
37.I.
38.If yes in Q36, provide a website address to the regulatory mechanism(s). If the regulatory mechanism is not available online,
briefly describe how a copy of the regulatory mechanism can be obtained:
If you represent a city, township, or county please answer question 39. If you do not represent a city, township, or county skip to
question 42.
39.Permit item 18.5: Do you have a regulatory mechanism(s) that requires owners or custodians of pets to remove and
properly dispose of feces from permittee owned land areas? (Note: All or some of this item is a new permit requirement.
Compliance with new requirements is required within 12 months after receiving permit coverage.)
Yes
No
If you represent a city or township, please answer questions 40-41. If you do not represent a city or township, skip to question 42.
40.Permit item 18.6: Do you have a regulatory mechanism(s) that requires proper salt storage at commercial, institutional, and
non-NPDES permitted industrial facilities? (Note: All or some of this item is a new permit requirement. Compliance with
new requirements is required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q42)
41.If yes in Q40, what does your regulatory mechanism(s) require? (Check all that apply)
41.A. Designated salt storage areas must be covered or indoors
41.B. Designated salt storage areas must be located on an impervious surface
41.C. Implementation of practices to reduce exposure when transferring material in designated salt storage areas (e.g.,
sweeping, diversions, and containment)
41.D. Other (describe below):
41.E.
*42. Permit item 18.7: Do you incorporate illicit discharge detection into all inspection and maintenance activities conducted in
permit items 21.9, 21.10, and 21.11?
Yes
No (Skip to Q44)
43.If yes in Q42: where feasible, do you conduct illicit discharge inspections during dry-weather conditions (e.g., periods of 72
or more hours of no precipitation)?
Yes
No
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*44. Permit item 18.8: At least once each calendar year, do you train all field staff in illicit discharge recognition (including
conditions which could cause illicit discharges), and reporting illicit discharges for further investigation?
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required within 12
months after receiving permit coverage.)
Yes
No (Skip to Q47)
45.If yes in Q44, which field staff do you train? (Check all that apply)
45.A. Police
45.B. Fire department
45.C. Public works
45.D. Parks staff
45.E. Other (describe below):
45.F.
46.If yes in Q44, how do you train staff? (Check all that apply)
46.A. Videos
46.B. In-person presentations
46.C. Webinars
46.D. Training documents
46.E. Emails
46.F. Other (describe below):
46.G.
*47. Permit item 18.9: Do you ensure that individuals receive training commensurate with their responsibilities as they relate to
your IDDE program? Individuals includes, but is not limited to, individuals responsible for investigating, locating, eliminating
illicit discharges, and/or enforcement. (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q50)
48.If yes in Q47, how are these individuals trained? (Check all that apply)
48.A. Videos
48.B. In-person presentations
48.C. Webinars
48.D. Training documents
48.E. Emails
48.F. Other (describe below):
48.G.
49.If yes in Q47, do previously trained individuals attend a refresher-training every three (3) calendar years following
the initial training?
Yes
No
*50. Permit item 18.10: Do you maintain a written or mapped inventory of priority areas you identify as having a higher likelihood
for illicit discharges? (Note: All or some of this item is a new permit requirement. Compliance with new requirements
is required within 12 months after receiving permit coverage.)
Yes
No
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*51. Permit item 18.11: To the extent allowable under state or local law, do you conduct additional illicit discharge inspections in
priority areas?
Yes
No (Skip to Q53)
52.If yes in Q51, how often do you conduct illicit discharge inspections in priority areas:
*53. Permit item 18.12: Do you have written procedures for investigating, locating, and eliminating the source of illicit
discharges? (Note: All or some of this item is a new permit requirement. Compliance with new requirements is
required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q55)
54.If yes in Q53, what do your procedures include? Check all that apply: (Note: All or some of this item is a new permit
requirement. Compliance with new requirements is required within 12 months after receiving permit coverage.)
54.A. A timeframe in which you will investigate a reported illicit discharge
54.A.1. If checked, describe:
54.B. Use of visual inspections to detect and track the source of an illicit discharge
54.C. Tools to investigate and locate an illicit discharge
If checked, what tools do you use? (Check all that apply)
54.C.1. Mobile cameras
54.C.2. Collecting and analyzing water samples
54.C.3. Smoke testing
54.C.4. Dye testing
54.C.5. Other (describe below):
54.C.6
54.D Cleanup methods to remove an illicit discharge or spill:
54.D.1. If checked, describe:
54.E Name or position title of responsible person(s) for investigating, locating, and eliminating an illicit discharge
54.E.1. If checked, specify the name(s) or position title(s):
*55. Permit item 18.13: Do you have written procedures for responding to spills, including emergency response procedures to
prevent spills from entering the MS4?
Yes
No (Skip to Q57)
56.If yes in Q55, do your written procedures include the immediate notification of the Minnesota Department of Public
Safety Duty Officer at 1-800-422-0798 (toll free) or 651-649-5451 (Metro area), if the source of the illicit discharge is a
spill or leak as defined in Minn. Stat. § 115.061?
Yes
No
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*57. Permit item 18.14: Do you maintain written enforcement response procedures (ERPs) to compel compliance with your
regulatory mechanism(s) in Section 18? (Note: All or some of this item is a new permit requirement. Compliance with
new requirements is required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q60)
58.If yes in Q57, which of the following enforcement tools are available to you? (Check all that apply)
58.A. Verbal warning
58.B. Notice of violation
58.C. Fine
58.D. Criminal action
58.E. Civil penalty
58.F. Other (describe below):
58.G.
59.If yes in Q57, do your ERPs include the following? (Check all that apply)
59.A. Timeframes to complete corrective actions
59.B. Name or position title of responsible person(s) for conducting enforcement
*60. Permit item 18.15: Do you document information relating to MCM 3?
Yes
No (Skip to Q62)
61.If yes in Q60, what do you document? (Check all that apply)
61.A. Date(s) and location(s) of IDDE inspections conducted in accordance with permit items 18.7 and 18.11
61.B. Reports of alleged illicit discharges received, including date(s) of the report(s), and any follow-up action(s) you take
61.C. Date(s) of discovery of all illicit discharges
61.D. Identification of outfalls, or other areas, where illicit discharges have been discovered
61.E. Sources (including a description and the responsible party) of illicit discharges (if known)
61.F. Action(s) you take, including date(s), to address discovered illicit discharges
*62. Permit item 18.16: Do you document training relating to permit item 18.8 and 18.9?
Yes
No (Skip to Q64)
63.If yes in Q62, what training information do you document? (Check all that apply)
63.A. General subject matter covered
63.B. Names and departments of individuals in attendance
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required
within 12 months after receiving permit coverage.)
63.C. Date of each event
*64. Permit item 18.17: Do you document enforcement conducted pursuant to the ERPs in item 18.14, including verbal
warnings?
Yes
No (Skip to Q66)
65.If yes in Q64, what do you document relating to ERPs for MCM 3? (Check all that apply)
65.A. Name of the person responsible for violating the terms and conditions of your regulatory mechanism(s)
65.B. Date(s) and location(s) of the observed violation(s)
65.C. Description of the violation(s)
65.D. Corrective action(s) (including completion schedule) that you issued
65.E. Referrals to other regulatory organizations (if any)
65.F. Date(s) violation(s) resolved
*66. Permit item 12.4: Who is responsible for implementation of this MCM? List name(s) or position title(s):
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67.Provide any additional information about your current illicit discharge detection and elimination program that you
would like to share (optional): (Maximum 10 lines of text)
MCM 4: Construction site stormwater runoff control
*68. Permit item 19.3: Do you have a regulatory mechanism(s) that establishes requirements for erosion, sediment, and waste
controls?
Yes
No (skip to Q73)
69.If yes in Q68, what does your regulatory mechanism(s) consist of? (Check all that apply)
69.A. Contract language
69.B. Ordinance
69.C. Permits
69.D. Standards
69.E. Written policies
69.F. Operational plans
69.G. Legal agreements
69.H. Other mechanism(s) (describe below):
69.I.
70.If yes in Q68, provide a website address to the regulatory mechanism(s). If the regulatory mechanism is not
available online, briefly describe how a copy of the regulatory mechanism can be obtained:
71.If yes in Q68, is your regulatory mechanism(s) at least as stringent as the MPCA’s most current Construction
Stormwater General Permit (MNR100001) for erosion, sediment, and waste controls by incorporating the
Construction Stormwater General Permit by reference, or by incorporating all items in Q72?
Yes (skip to Q73)
No
72.If no in Q71, which of the following requirements are incorporated into your regulatory mechanism(s)?
(Check all that apply)
72.A. Erosion prevention practices:
72.A.1. Before work begins, owner(s)/operator(s) must delineate the location of areas not to be disturbed.
72.A.2. Owner(s)/operator(s) must minimize the need for disturbance of portions of the project with steep slopes.
When steep slopes must be disturbed, owner(s)/operator(s) must use techniques such as phasing and
stabilization practices designed for steep slopes (e.g., slope draining and terracing).
72.A.3. Owner(s)/operator(s) must stabilize all exposed soil areas, including stockpiles. Stabilization must be
initiated immediately to limit soil erosion when construction activity has permanently or temporarily
ceased on any portion of the site and will not resume for a period exceeding 14 calendar days.
Stabilization must be completed no later than 14 calendar days after the construction activity has
ceased. 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
owner(s)/operator(s) must provide sediment controls at the base of the stockpile.
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72.A.4. For Public Waters that the Minnesota Department of Natural Resources (DNR) has promulgated “work in
water restrictions” during specified fish spawning time frames, owner(s)/operator(s) must complete
stabilization of all exposed soil areas within 200 feet of the water’s edge, and that drain to these waters,
within 24 hours during the restriction period.
72.A.5. Owner(s)/operator(s) must 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. Owner(s)/operator(s) must complete stabilization of the remaining portions
of temporary or permanent ditches or swales within 14 calendar days after connecting to a surface water or
property edge and construction in that portion of the ditch temporarily or permanently ceases.
72.A.6. Temporary or permanent ditches or swales that are being used as a sediment containment system during
construction (with properly designed rock-ditch checks, bio rolls, silt dikes, etc.) do not need to be stabilized.
Owner(s)/operator(s) must stabilize these areas within 24 hours after their use as a sediment containment
system ceases.
72.A.7. Owner(s)/operator(s) must not use mulch, hydromulch, tackifier, polyacrylamide or similar erosion
prevention practices within any portion of the normal wetted perimeter of a temporary or permanent
drainage ditch or swale section with a continuous slope of greater than two percent.
72.A.8. Owner(s)/operator(s) must provide temporary or permanent energy dissipation at all pipe outlets within 24
hours after connection to a surface water or permanent stormwater treatment system.
72.A.9. Owner(s)/operator(s) must not disturb more land (i.e., phasing) than can be effectively inspected and
maintained.
72.B. Sediment control practices:
72.B.1. Owner(s)/operator(s) must establish sediment control BMPs on all down gradient perimeters of the site and
downgradient areas of the site that drain to any surface water, including curb and gutter systems.
Owner(s)/operator(s) must locate sediment control practices upgradient of any buffer zones.
Owner(s)/operator(s) must install sediment control practices before any upgradient land-disturbing activities
begin and must keep the sediment control practices in place until they establish permanent cover.
72.B.2. If the downgradient sediment controls are overloaded, based on frequent failure or excessive
maintenance requirements, owner(s)/operator(s) must install additional upgradient sediment control
practices or redundant BMPs to eliminate the overloading and amend the site plans to identify these
additional practices.
72.B.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.
72.B.4. A floating silt curtain placed in the water is not a sediment control BMP to satisfy perimeter control
requirements in this part 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, owner(s)/operator(s) must install an upland perimeter control practice if exposed soils still
drain to a surface water.
72.B.5. Owner(s)/operator(s) must re-install all sediment control practices adjusted or removed to accommodate
short-term activities such as clearing or grubbing, or passage of vehicles, immediately after the short-term
activity is completed. Owner(s)/operator(s) must re-install sediment control practices before the next
precipitation event even if the short-term activity is not complete.
72.B.6. Owner(s)/operator(s) must protect all storm drain inlets using appropriate BMPs during construction until
they establish permanent cover on all areas with potential for discharging to the inlet.
72.B.7. Owner(s)/operator(s) may remove inlet protection for a particular inlet if a specific safety concern (e.g., street
flooding/freezing) is identified by owner(s)/operator(s) or the jurisdictional authority (e.g., city/county/township/
MnDOT engineer). Owner(s)/operator(s) must document the need for removal in the site plans.
72.B.8. Owner(s)/operator(s) must provide silt fence or other effective sediment controls at the base of stockpiles
on the downgradient perimeter.
72.B.9. Owner(s)/operator(s) must locate stockpiles outside of natural buffers or surface waters, including stormwater
conveyances such as curb and gutter systems unless there is a bypass in place for the stormwater.
72.B.10. Owner(s)/operator(s) must install a vehicle tracking BMP to minimize the track out of sediment from the
construction site or onto paved roads within the site.
72.B.11. Owner(s)/operator(s) must use street sweeping if vehicle tracking BMPs are not adequate to prevent
sediment tracking onto the street.
72.B.12. In any areas of the site where final vegetative stabilization will occur, owner(s)/operator(s) must restrict
vehicle and equipment use to minimize soil compaction.
72.B.13. Owner(s)/operator(s) must preserve topsoil on the site, unless infeasible.
72.B.14. Owner(s)/operator(s) must direct discharges from BMPs to vegetated areas unless infeasible.
72.B.15. Owner(s)/operator(s) must 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. Owner(s)/operator(s) must install
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perimeter sediment controls 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, owner(s)/operator(s) must
document the reasons in the site plans. Sheet piling is a redundant perimeter control if installed in a manner
that retains all stormwater.
72.B.16. Owner(s)/operator(s) must use polymers, flocculants, or other sedimentation treatment chemicals in
accordance with accepted engineering practices, dosing specifications and sediment removal design
specifications provided by the manufacturer or supplier. Owner(s)/operator(s) must use conventional
erosion and sediment controls prior to chemical addition and must direct treated stormwater to a sediment
control system for filtration or settlement of the floc prior to discharge.
72.C. Dewatering and basin draining:
72.C.1. Owner(s)/operator(s) must 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. Owner(s)/operator(s) may dewater to surface waters if they visually check to
ensure adequate treatment has been obtained and nuisance conditions (see Minn. R. 7050.0210, subp. 2)
will not result from the discharge. If owner(s)/operator(s) cannot discharge the water to a sedimentation basin
prior to entering a surface water, owner(s)/operator(s) must treat it with appropriate BMPs such that the
discharge does not adversely affect the surface water or downstream properties.
72.C.2. If owner(s)/operator(s) must discharge water that contains oil or grease, owner(s)/operator(s) must use an
oil-water separator or suitable filtration device (e.g. cartridge filters, absorbents pads) prior to discharge.
72.C.3. Owner(s)/operator(s) must discharge all water from dewatering or basin-draining activities in a manner that
does not cause erosion or scour in the immediate vicinity of discharge points or inundation of wetlands in
the immediate vicinity of discharge points that causes significant adverse impact to the wetland.
72.C.4. If owner(s)/operator(s) use filters with backwash water, they must 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.
72.D. Inspection and maintenance:
72.D.1. Owner(s)/operator(s) must ensure that a trained person will inspect the entire construction site at least once
every seven (7) days during active construction and within 24 hours after a rainfall event greater than one-
half inch in 24 hours.
72.D.2. Owner(s)/operator(s) must inspect and maintain all permanent stormwater treatment BMPs.
72.D.3. Owner(s)/operator(s) must inspect all erosion prevention and sediment control BMPs and Pollution
Prevention Management Measures to ensure integrity and effectiveness. Owner(s)/operator(s) must
repair, replace, or supplement all nonfunctional BMPs with functional BMPs by the end of the next
business day after discovery unless another time frame is specified below. Owner(s)/operator(s) may
take additional time if field conditions prevent access to the area.
72.D.4. During each inspection, owner(s)/operator(s) must inspect surface waters, including drainage ditches
and conveyance systems but not curb and gutter systems, for evidence of erosion and sediment
deposition. Owner(s)/operator(s) must 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. Owner(s)/operator(s) must complete removal and stabilization
within seven (7) calendar days of discovery unless precluded by legal, regulatory, or physical access
constraints. Owner(s)/operator(s) must use all reasonable efforts to obtain access. If precluded, removal
and stabilization must take place within seven (7) calendar days of obtaining access.
Owner(s)/operator(s) are responsible for contacting all local, regional, state and federal authorities and
receiving any applicable permits, prior to conducting any work in surface waters.
72.D.5. Owner(s)/operator(s) must inspect construction site vehicle exit locations, streets and curb and gutter
systems within and adjacent to the project for sedimentation from erosion or tracked sediment from
vehicles. Owner(s)/operator(s) must remove sediment from all paved surfaces within one (1) calendar day
of discovery or, if applicable, within a shorter time to avoid a safety hazard to users of public streets.
72.D.6. Owner(s)/operator(s) must repair, replace, or supplement all perimeter control devices when they become
nonfunctional or the sediment reaches one-half of the height of the device.
72.D.7. Owner(s)/operator(s) must drain temporary and permanent sedimentation basins and remove the sediment
when the depth of sediment collected in the basin reaches one-half of the storage volume.
72.D.8. Owner(s)/operator(s) must ensure that at least one individual present on the site (or available to the project
site in three (3) calendar days) is trained in the job duties of overseeing the implementation of, revising
and/or amending the site plans and performing inspections for the project.
72.D.9. Owner(s)/operator(s) may adjust the inspection schedule as follows:
a.inspections of areas with permanent cover can be reduced to once per month, even if constructionactivity continues on other portions of the site; or
b.where construction sites have permanent cover on all exposed soil areas and no construction activity isoccurring 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 inspectionsto resume if conditions warrant; or
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c.where construction activity has been suspended due to frozen ground conditions, inspections may besuspended. Inspections must resume within 24 hours of runoff occurring, or upon resumingconstruction, whichever comes first.
72.D.10
.
Owner(s)/operator(s) must record all inspections and maintenance activities within 24 hours of being
conducted and these records must be retained with the site plans. These records must include:
a.date and time of inspections; and
b.name of person(s) conducting inspections; and
c.accurate findings of inspections, including the specific location where corrective actions are needed;
and
d.corrective actions taken (including dates, times, and party completing maintenance activities); and
e.date of all rainfall events greater than one-half inch in 24 hours, and the amount of rainfall for each
event. Owner(s)/operator(s) must obtain rainfall amounts by either a properly maintained rain gauge
installed onsite, a weather station that is within one (1) mile of owner(s)/operator(s)r location, or a
weather reporting system that provides site specific rainfall data from radar summaries; and
f.if owner(s)/operator(s) observe a discharge during the inspection, they must record and should
photograph and describe the location of the discharge (i.e., color, odor, settled or suspended solids, oil
sheen, and other obvious indicators of pollutants); and
g.any amendments to the site plans proposed as a result of the inspection must be documented within
seven (7) calendar days.
72.E. Inspection and maintenance:
72.E.1. Owner(s)/operator(s) must place building products and landscape materials under cover (e.g., plastic
sheeting or temporary roofs) or protect them by similarly effective means designed to minimize contact with
stormwater. Owner(s)/operator(s) are not required to cover or protect products which are either not a
source of contamination to stormwater or are designed to be exposed to stormwater.
72.E.2. Owner(s)/operator(s) must place pesticides, fertilizers and treatment chemicals under cover (e.g., plastic
sheeting or temporary roofs) or protect them by similarly effective means designed to minimize contact
with stormwater.
72.E.3. Owner(s)/operator(s) must store hazardous materials and toxic waste, (including oil, diesel fuel, gasoline,
hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing
compounds, and acids) in sealed containers to prevent spills, leaks or other discharge. Storage and
disposal of hazardous waste materials must be in compliance with Minn. R. ch. 7045 including
secondary containment as applicable.
72.E.4. Owner(s)/operator(s) must properly store, collect, and dispose of solid waste in compliance with
Minn. R. ch. 7035.
72.E.5. Owner(s)/operator(s) must position portable toilets so they are secure and will not tip or be knocked over.
Owner(s)/operator(s) must dispose of sanitary waste in accordance with Minn. R. ch. 7041.
72.E.6. Owner(s)/operator(s) must 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. Owner(s)/operator(s) must 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. Owner(s)/operator(s) must report and clean up spills immediately as required
by Minn. Stat. § 115.061, using dry clean up measures where possible.
72.E.7. Owner(s)/operator(s) must limit vehicle exterior washing and equipment to a defined area of the site.
Owner(s)/operator(s) must contain runoff from the washing area in a sediment basin or other similarly
effective controls and must dispose of waste from the washing activity properly. Owner(s)/operator(s) must
properly use and store soaps, detergents, or solvents.
72.E.8. Owner(s)/operator(s) must provide effective containment for all liquid and solid wastes generated by
washout operations (e.g., concrete, stucco, paint, form release oils, curing compounds and other
construction materials) related to the construction activity. Owner(s)/operator(s) must prevent liquid and
solid washout wastes from contacting the ground and must design the containment so it does not result in
runoff from the washout operations or areas. Owner(s)/operator(s) must properly dispose of liquid and solid
wastes in compliance with Minn. R. ch. 7035. Owner(s)/operator(s) must install a sign indicating the location
of the washout facility.
72.F. Temporary sediment basins:
72.F.1. Where ten (10) or more acres of disturbed soil drain to a common location, owner(s)/operator(s) must
provide a temporary sediment basin to provide treatment of the runoff before it leaves the construction site
or enters surface waters. Owner(s)/operator(s) may convert a temporary sediment basin to a permanent
basin after construction is complete. The temporary basin is no longer required when permanent cover has
reduced the acreage of disturbed soil to less than ten (10) acres draining to a common location.
72.F.2. The temporary basin must provide live storage for a calculated volume of runoff from a two (2)-year,
24-hour storm from each acre drained to the basin or 1,800 cubic feet of live storage per acre drained,
whichever is greater.
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72.F.3. Where owner(s)/operator(s) have not calculated the two (2)-year, 24-hour storm runoff amount, the temporary
sediment basin must provide 3,600 cubic feet of live storage per acre of the basin’s drainage area.
72.F.4. Owner(s)/operator(s) must design basin outlets to prevent short-circuiting and the discharge of floating debris.
72.F.5. Owner(s)/operator(s) must design the outlet structure to withdraw water from the surface to minimize the
discharge of pollutants. Owner(s)/operator(s) may temporarily suspend the use of a surface withdrawal
mechanism during frozen conditions. The basin must include a stabilized emergency overflow to prevent
failure of pond integrity.
72.F.6. Owner(s)/operator(s) must provide energy dissipation for the basin outlet within 24 hours after connection to
a surface water.
72.F.7. Owner(s)/operator(s) must locate temporary basins outside of surface waters and any required buffer zones.
72.F.8. Owner(s)/operator(s) must construct temporary basins prior to disturbing (10) or more acres of soil draining
to a common location.
72.F.9. Where a temporary sediment basin meeting the requirements of this part is infeasible, owner(s)/operator(s)
must install effective sediment controls such as smaller sediment basins and/or sediment traps, silt fences,
vegetative buffer strips or any appropriate combination of measures as dictated by individual site conditions.
In determining whether installing a sediment basin is infeasible, owner(s)/operator(s) must consider public
safety and may consider factors such as site soils, slope, and available area on-site. Owner(s)/operator(s)
must document this determination of infeasibility in the site plans.
72.G. Termination conditions:
72.G.1. Owner(s)/operator(s) must complete all construction activity and must install permanent cover over all
areas. 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.
72.G.2. Owner(s)/operator(s) must clean the permanent stormwater treatment system of any accumulated
sediment and must ensure the system meets all applicable requirements and is operating as designed.
72.F.3. Owner(s)/operator(s) must remove all sediment from conveyance systems.
72.G.4. Owner(s)/operator(s) must remove all temporary synthetic erosion prevention and sediment control
BMPs. Owner(s)/operator(s) may leave BMPs designed to decompose on-site in place.
72.G.5. For residential construction only, permit coverage terminates on individual lots if the structure(s) are finished
and temporary erosion prevention and downgradient perimeter control is complete and the residence sells
to the homeowner.
72.G.6. For construction projects on agricultural land (e.g., pipelines across cropland), owner(s)/operator(s) must
return the disturbed land to its preconstruction agricultural use.
72.H. If applicable, additional requirements for discharges to special and impaired waters:
72.H.1. Owner(s)/operator(s) must immediately initiate stabilization of exposed soil areas, and complete the
stabilization within seven (7) calendar days after the construction activity in that portion of the site
temporarily or permanently ceases.
72.H.2. Owner(s)/operator(s) must provide a temporary sediment basin for common drainage locations that
serve an area with five (5) or more acres disturbed at one time.
72.H.3. Owner(s)/operator(s) must include an undisturbed buffer zone of not less than 100 linear feet from a
special water (not including tributaries) and must maintain this buffer zone at all times, both during
construction and as a permanent feature post construction, except where a water crossing or other
encroachment is necessary to complete the project. Owner(s)/operator(s) must fully document the
circumstance and reasons the buffer encroachment is necessary in the site plans and include restoration
activities. Owner(s)/operator(s) must minimize all potential water quality, scenic and other environmental
impacts of these exceptions by the use of additional or redundant (double) BMPs and must document
this in the site plans for the project.
72.H.4. Owner(s)/operator(s) must conduct routine site inspections once every three (3) days for projects that
discharge to prohibited waters.
*73. Permit item 19.5: Does your regulatory mechanism(s) require that owners and operators of construction activity develop
site plans that must be submitted to you for review and confirmation that regulatory mechanism(s) requirements have been
met, prior to the start of construction activity?
Yes
No
*74. Permit item 19.6: Do you have written procedures for site plan reviews to ensure compliance with requirements of the
regulatory mechanism(s)? (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q76)
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75.If yes in Q74, do your procedures include the following? (Check all that apply)
75.A. Written notification to owners and operators of the need to apply for and obtain coverage under the CSW Permit.
75.B. Use of a written checklist, consistent with the requirements of the regulatory mechanism(s), to document the
adequacy of each site plan required.
*76. Permit item 19.7: Do you have written procedures for conducting site inspections to determine compliance with your
regulatory mechanism(s)?
Yes
No
*77. Permit item 19.8: Do you maintain written procedures for identifying high-priority and low-priority sites for inspection?
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required within 12
months after receiving permit coverage.)
Yes
No (Skip to Q79)
78.If yes in Q77, do your procedures include the following? (Check all that apply)
78.A. A detailed explanation describing how sites will be categorized as either high-priority or low-priority.
If checked, how do you prioritize sites for inspection? (Check all that apply)
78.A.1. Site topography
78.A.2. Soil characteristics
78.A.3. Types of receiving water(s)
78.A.4. Stage of construction
78.A.5. Compliance history
78.A.6. Weather conditions
78.A.7. Citizen complaints
78.A.8. Project size
78.A.9. Other (describe below):
78.A.10.
78.B. A frequency at which you will conduct inspections for high-priority sites.
If checked, how often will you inspect high-priority sites? (Check only one)
78.B.1. More than once every seven (7) days
78.B.2. Once every seven (7) days
78.B.3. Once every 14 days
78.B.4. Once every 21 days
78.B.5. Once every 30 days
78.B.6. Other (describe below):
78.B.7.
78.C. A frequency at which you will conduct inspections for low-priority sites.
If checked, how often will you inspect low-priority sites? (Check only one)
78.C.1. More than once every seven (7) days
78.C.2. Once every seven (7) days
78.C.3. Once every 14 days
78.C.4. Once every 21 days
78.C.5. Once every 30 days
78.C.6. Other (describe below):
78.C.7.
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78.D. The name(s) of individual(s) or position title(s) responsible for conducting site inspections:
*79. Permit item 19.9: Do you use a written checklist to document each site inspection when determining compliance with your
regulatory mechanism(s)? (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q82)
80.If yes in Q79, are the following items incorporated in your written checklist? (Check all that apply)
80.A. Stabilization of exposed soils (including stockpiles)
80.B. Stabilization of ditch and swale bottoms
80.C. Sediment control BMPs on all downgradient perimeters of the project and upgradient of buffer zones
80.D. Storm drain inlet protection
80.E. Energy dissipation at pipe outlets
80.F. Vehicle tracking BMPs
80.G. Preservation of a 50 foot natural buffer or redundant sediment controls where stormwater flows to a surface water
within 50 feet of disturbed soils
80.H. Owner/operator of construction activity self-inspection records
80.I. Containment for all liquid and solid wastes generated by washout operations (e.g., concrete, stucco, paint, form
release oils, curing compounds, and other construction materials)
80.J. BMPs maintained and functional
81.Provide any additional information on your process to document site inspections (optional):
*82. Permit item 19.10: Do you have written procedures for receipt and consideration of reports of noncompliance or other
stormwater related information on construction activity submitted to you by the public?
Yes
No (Skip to Q84)
83.If yes in Q82, please provide your procedures or a description of your procedures (e.g., how the public may submit
concerns, typical timeframe for you to investigate reports):
*84. Permit item 19.11: Do individuals receive training commensurate with their responsibilities as they relate to your
Construction Site Stormwater Runoff Control program? Individuals includes, but is not limited to, individuals responsible for
conducting site plan reviews, site inspections, and/or enforcement.
Yes
No (Skip to Q87)
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85.If yes in Q84, do previously trained individuals attend a refresher-training every three (3) calendar years following
the initial training? (Note: All or some of this item is a new permit requirement. Compliance with new requirements
is required within 12 months after receiving permit coverage.)
Yes
No
86.If yes in Q84, what training do your staff who perform site inspections receive? (Check all that apply)
86.A. University of Minnesota Erosion and Stormwater Management Certification Program
86.B. Qualified Compliance Inspector of Stormwater
86.C. Minnesota Laborers Training Center Stormwater Pollution Prevention Plan Installer or Supervisor
86.D. Minnesota Utility Contractors Association Erosion Control Training
86.E. Certified Professional in Erosion and Sediment Control
86.F. Certified Professional in Stormwater Quality
86.G. Certified Erosion Sediment and Storm Water Inspector
86.H. Other (describe below):
86.I.
*87. Permit item 19.12: Do you maintain written ERPs to compel compliance with your regulatory mechanism(s) in Section 19?
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required within 12
months after receiving permit coverage.)
Yes
No (Skip to Q89)
88.If yes in Q87, which enforcement tools are included in your ERPs? (Check all that apply)
88.A. Verbal warning
88.B. Notice of violation
88.C. Administrative order
88.D. Stop work order
88.E. Fine
88.F. Forfeit of security bond money
88.G. Withholding of certificate of occupancy
88.H. Criminal action
88.I. Civil penalty
88.J. Other (describe below):
88.K.
*89. Please specify name or position title of responsible person(s) for conducting enforcement:
*90. Permit item 19.13: Do you document each site plan review you conduct?
Yes
No (Skip to Q92)
91.If yes in Q90, what do you document in your site plan review process? (Check all that apply)
91.A. Project name
91.B. Location
91.C. Total acreage to be disturbed
91.D. Owner and operator of the proposed construction activity
91.E. Proof of notification to obtain coverage under the CSW Permit or proof of coverage under the CSW Permit
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required
within 12 months after receiving permit coverage.)
91.F. Any stormwater related comments and supporting completed checklist, to determine project approval or denial
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required
within 12 months after receiving permit coverage.)
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*92. Permit item 19.14: Do you document training related to permit item 19.11?
Yes
No (Skip to Q94)
93.If yes in Q92, what do you document? (Check all that apply)
93.A. General subject matter covered
93.B. Name(s) and departments of individuals in attendance
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required
within 12 months after receiving permit coverage.)
93.C. Date of each event
*94. Permit item 19.15: Do you document enforcement conducted pursuant to your ERPs in item 19.12, including verbal
warnings?
Yes
No (Skip to Q96)
95.If yes in Q94, what do you document relating to ERPs for MCM 4? (Check all that apply)
95.A. Name of the person responsible for violating the terms and conditions of your regulatory mechanism(s)
95.B. Date(s) and location(s) of the observed violation(s)
95.C. Description of the violation(s)
95.D. Corrective action(s) (including completion schedule) that you issued
95.E. Referrals to other regulatory organizations (if any)
95.F. Date(s) violation(s) resolved
*96. Permit item 12.4: Who is responsible for implementation of this MCM? List name(s) or position title(s):
97.Provide any additional information about your current construction site stormwater runoff control program that you
would like to share (optional): (Maximum 10 lines of text)
MCM 5: Post-construction stormwater management
*98. Permit item 20.3: Do you have a post-construction stormwater management regulatory mechanism(s)?
Yes
No (skip to Q102)
99.If yes in Q98, what does your regulatory mechanism(s) consist of? (Check all that apply)
99.A. Contract language
99.B. Ordinance
99.C. Permits
99.D. Standards
99.E. Written policies
99.F. Operational plans
99.G. Legal agreements
99.H. Other mechanism(s) (describe below):
99.I.
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100.If yes in Q98, provide a website address to the regulatory mechanism(s). If the regulatory mechanism is not
available online, briefly describe how a copy of the regulatory mechanism can be obtained:
101.If yes in Q98, which of the following requirements are incorporated into your regulatory mechanism? (Check all that
apply)
101.A. Permit item 20.4: You must require owners of construction activity to submit site plans with post-construction
stormwater management BMPs designed with accepted engineering practices to you for review and confirmation
that regulatory mechanism(s) requirements have been met, prior to start of construction activity.
101.B. Permit item 20.5: You must require owners of construction activity to treat the water quality volume on any
project where the sum of the new impervious surface and the fully reconstructed impervious surface equals one
or more acres. (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.)
101.C. Permit item 20.6: For construction activity (excluding linear projects), the water quality volume must be
calculated as one (1) inch times the sum of the new and the fully reconstructed impervious surface. (Note: All or
some of this item is a new permit requirement. Compliance with new requirements is required within 12
months after receiving permit coverage.)
101.D. Permit item 20.7: For linear projects, the water quality volume must be calculated as the larger of one (1) inch
times the new impervious surface or one-half (0.5) inch times the sum of the new and the fully reconstructed
impervious surface. Where the entire water quality volume cannot be treated within the existing right-of-way, a
reasonable attempt to obtain additional right-of-way, easement, or other permission to treat the stormwater during
the project planning process must be made. Volume reduction practices must be considered first, as described in
item 20.8. Volume reduction practices are not required if the practices cannot be provided cost effectively. If
additional right-of-way, easements, or other permission cannot be obtained, owners of construction activity must
maximize the treatment of the water quality volume prior to discharge from the MS4. (Note: All or some of this
item is a new permit requirement. Compliance with new requirements is required within 12 months after
receiving permit coverage.)
101.E. Permit item 20.8: Volume reduction practices (e.g., infiltration or other) to retain the water quality volume on-site
must be considered first when designing the permanent stormwater treatment system. This permit does not
consider wet sedimentation basins and filtration systems to be volume reduction practices. If this permit prohibits
infiltration as described in item 20.9, other volume reduction practices, a wet sedimentation basin, or filtration
basin may be considered.
101.F. Permit item 20.9: Infiltration systems must be prohibited when the system would be constructed in areas:
a.That receive discharges from vehicle fueling and maintenance areas, regardless of the amount of new and
fully reconstructed impervious surface. (Note: All or some of this item is a new permit requirement.
Compliance with new requirements is required within 12 months after receiving permit coverage.)
b.Where high levels of contaminants in soil or groundwater may be mobilized by the infiltrating stormwater. To
make this determination, the owners and/or operators of construction activity must complete the MPCA’s site
screening assessment checklist, which is available in the Minnesota Stormwater Manual, or conduct their own
assessment. The assessment must be retained with the site plans. (Note: All or some of this item is a new
permit requirement. Compliance with new requirements is required within 12 months after receiving
permit coverage.)
c.Where soil infiltration rates are more than 8.3 inches per hour unless soils are amended to slow the infiltration
rate below 8.3 inches per hour. (Note: All or some of this item is a new permit requirement. Compliance
with new requirements is required within 12 months after receiving permit coverage.)
d.With less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of
the seasonally saturated soils or the top of bedrock.
e.Of predominately Hydrologic Soil Group D (clay) soils. (Note: All or some of this item is a new permit
requirement. Compliance with new requirements is required within 12 months after receiving permit
coverage.)
f.In an Emergency Response Area (ERA) within a Drinking Water Supply Management Area (DWSMA) as
defined in Minn. R. 4720.5100, Subp. 13, classified as high or very high vulnerability as defined by the
Minnesota Department of Health. (Note: All or some of this item is a new permit requirement.
Compliance with new requirements is required within 12 months after receiving permit coverage.)
g.In an ERA within a DWSMA classified as moderate vulnerability unless you perform or approve a higher level
of engineering review sufficient to provide a functioning treatment system and to prevent adverse impacts to
groundwater. (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.)
h.Outside of an ERA within a DWSMA classified as high or very high vulnerability unless you perform or
approve a higher level of engineering review sufficient to provide a functioning treatment system and to
prevent adverse impacts to groundwater. (Note: All or some of this item is a new permit requirement.
Compliance with new requirements is required within 12 months after receiving permit coverage.)
i.Within 1,000 feet up-gradient or 100 feet down gradient of active karst features.
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is
required within 12 months after receiving permit coverage.)
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j.That receive stormwater runoff from these types of entities regulated under NPDES for industrial stormwater:
automobile salvage yards; scrap recycling and waste recycling facilities; hazardous waste treatment, storage,
or disposal facilities; or air transportation facilities that conduct deicing activities.
101.G. Permit item 20.10: For non-linear projects, where the water quality volume cannot cost effectively be treated on the
site of the original construction activity, you must identify, or may require owners of the construction activity to
identify, locations where off-site treatment projects can be completed. If the entire water quality volume is not
addressed on the site of the original construction activity, the remaining water quality volume must be addressed
through off-site treatment and, at a minimum, ensure the requirements of permit items 20.11 through 20.14 are met.
101.H. Permit item 20.11: You must ensure off-site treatment project areas are selected in the following order of
preference:
a.Locations that yield benefits to the same receiving water that receives runoff from the original construction
activity
b.Locations within the same DNR catchment area as the original construction activity
c.Locations in the next adjacent DNR catchment area up-stream
d.Locations anywhere within your jurisdiction
101.I. Permit item 20.12: Off-site treatment projects must involve the creation of new structural stormwater BMPs or the
retrofit of existing structural stormwater BMPs, or the use of a properly designed regional structural stormwater BMP.
Routine maintenance of structural stormwater BMPs already required by this permit cannot be used to meet this
requirement.
101.J. Permit item 20.13: Off-site treatment projects must be completed no later than 24 months after the start of the
original construction activity. If you determine that more time is needed to complete the treatment project, you
must provide the reason(s) and schedule(s) for completing the project in the annual report.
101.K. Permit item 20.14: If you receive payment from the owner of a construction activity for off-site treatment, you must
apply any such payment received to a public stormwater project, and all projects must comply with permit items
20.11 through 20.13.
101.L. Permit item 20.15: You must include the establishment of legal mechanism(s) between you and owners of
structural stormwater BMPs not owned or operated by you, that have been constructed to meet the requirements
in Section 20. The legal mechanism(s) must include provisions that, at a minimum: a.Allow you to conduct inspections of structural stormwater BMPs not owned or operated by you, performnecessary maintenance, and assess costs for those structural stormwater BMPs when you determine theowner of that structural stormwater BMP has not ensured proper function.b.Are designed to preserve your right to ensure maintenance responsibility, for structural stormwater BMPs notowned or operated by you, when those responsibilities are legally transferred to another party.
c.Are designed to protect/preserve structural stormwater BMPs. If structural stormwater BMPs change, causingdecreased effectiveness, new, repaired, or improved structural stormwater BMPs must be implemented toprovide equivalent treatment to the original BMP.
*102. Permit item 20.16: Do you maintain a written or mapped inventory of structural stormwater BMPs that you do not own or
operate that meet all of the following criteria? (Note: All or some of this item is a new permit requirement. Compliance
with new requirements is required within 12 months after receiving permit coverage.)
a.The structural stormwater BMP includes an executed legal mechanism(s) between you and owners responsible for the
long-term maintenance, as required in item 20.15; and
b.The structural stormwater BMP was implemented on or after August 1, 2013.
Yes
No
*103. Permit item 20.17: Do you to have written procedures for site plan reviews to ensure compliance with requirements of your
regulatory mechanism(s)?
Yes
No
*104. Permit item 20.18: Do individuals receive training commensurate with their responsibilities as they relate to your Post-
Construction Stormwater Management program? Individuals include, but is not limited to, individuals responsible for
conducting site plan reviews and/or enforcement.
Yes
No (Skip to Q106)
105.If yes in Q104, do previously trained individuals attend a refresher training every three (3) calendar years following the initial
training? (Note: All or some of this item is a new permit requirement. Compliance with new requirements is required
within 12 months after receiving permit coverage.)
Yes
No
*106. Permit item 20.19: Do you maintain written ERPs to compel compliance with your regulatory mechanism(s) required in
Section 20? (Note: All or some of this item is a new permit requirement. Compliance with new requirements is
required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q108)
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107.If yes in Q106, what enforcement tools are included in your ERPs? (Check all that apply)
107.A. Verbal warning
107.B. Notice of violation
107.C. Administrative order
107.D. Fine
107.E. Criminal action
107.F. Civil penalty
107.G. Other (describe below):
107.H.
*108. Please specify name or position title of responsible person(s) for conducting enforcement:
*109. Permit item 20.20: Do you document each site plan review you conduct?
Yes
No (Skip to Q111)
110.If yes in Q109, what do you document in your site plan review process? (Check all that apply)
110.A. Supporting documentation used to determine compliance, including any calculations for the permanent
stormwater treatment system.
110.B. The water quality volume that will be treated through volume reduction practices compared to the total water
quality volume required to be treated. (Note: All or some of this item is a new permit requirement.
Compliance with new requirements is required within 12 months after receiving permit coverage.)
110.C. Documentation associated with off-site treatment projects you authorize, including rationale to support the
location of permanent stormwater treatment projects in accordance with items 20.10 and 20.11.
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is
required within 12 months after receiving permit coverage.)
110.D. Payments received and used in accordance with permit item 20.14.
110.E. All legal mechanisms drafted in accordance with permit item 20.15, including date(s) of the agreement(s) and
name(s) of all responsible parties involved.
*111. Permit item 20.21: Do you document training related to your Post-Construction Stormwater Management program?
Yes
No (Skip to Q113)
112.If yes in Q111, what are you documenting? (Check all that apply)
112.A. General subject matter covered
112.B. Names and departments of individuals in attendance (Note: All or some of this item is a new permit
requirement. Compliance with new requirements is required within 12 months after receiving permit
coverage.)
112.C. The date of each event
*113. Permit item 20.22: Do you document enforcement conducted pursuant to your ERPs in item 20.19, including verbal
warnings?
Yes
No (Skip to Q115)
114.If yes in Q113, what do you document relating to ERPs for MCM 5? (Check all that apply)
114.A.
114.B.
114.C.
114.D.
114.E.
114.F.
The name of the person responsible for violating the terms and conditions of your regulatory mechanism(s)
The date(s) and location(s) of the observed violation(s)
A description of the violation(s)
Corrective action(s) issued
Referrals to other regulatory organizations
The date(s) violation(s) are resolved
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*115. Permit item 12.4: Who is responsible for implementation of this MCM? List name(s) or position title(s):
116.Provide any additional information about your current post-construction stormwater management program that you
would like to share (optional): (Maximum 10 lines of text)
MCM 6: Pollution prevention/Good housekeeping for municipal operations
*117. Permit item 21.3: Do you maintain a written or mapped inventory of your owned/operated facilities that contribute
pollutants to stormwater discharges?
Yes
No (skip to Q119)
118.If yes in Q117, which of the following facilities do you own and/or operate? (Check all that apply)
118.A. Composting
118.B. Equipment storage and maintenance
118.C. Hazardous waste disposal
118.D. Hazardous waste handling and transfer
118.E. Landfill(s)
118.F. Solid waste handling and transfer
118.G. Park(s)
118.H. Pesticide storage
118.I. Public parking lot(s)
118.J. Public golf course(s)
118.K. Public swimming pool(s)
118.L. Public works yard(s)
118.M. Recycling
118.N. Salt storage
118.O. Snow storage
118.P. Vehicle storage and maintenance (e.g., fueling and washing) yard(s)
118.Q. Materials storage yard(s)
118.R. Other (describe below):
118.S.
*119. Permit item 21.4: Do you implement BMPs to prevent or reduce pollutants in stormwater discharges from municipal
operations?
Yes
No (Skip to Q121)
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120.If yes in Q119, provide additional information on the BMPs you implement to address stormwater discharges from
municipal operations (e.g., waste disposal, management of stockpiles, road maintenance):
*121. Permit item 21.5: Do you implement BMPs at your owned/operated salt storage areas?
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required within
12 months after receiving permit coverage.)
Yes
No (Skip to Q123)
122.If yes in Q121, what BMPs do you have in place at salt storage areas? (Check all that apply)
122.A. Salt is covered or stored indoors
122.B. Salt stored on an impervious surface
122.C. Implementation of practices to reduce exposure when transferring material from salt storage areas
122.D. Other (describe below):
122.E.
*123. Permit item 21.6: Do you implement a written snow and ice management policy for individuals that perform winter
maintenance activities for you? (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q125)
124.If yes in Q123, what practices and procedures for snow and ice control operations are included?
(Check all that apply)
124.A. Plowing or other snow removal practices
124.B. Sand use
124.C. Application of deicing compounds
124.D. Other (describe below):
124.E.
*125. Permit item 21.7: Each calendar year, do all individuals that perform winter maintenance activities for you receive training?
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required within
12 months after receiving permit coverage.)
Yes
No (Skip to Q127)
126.If yes in Q125, what does the winter maintenance training include? (Check all that apply)
126.A. The importance of protecting water quality
126.B. BMPs to minimize the use of deicers
126.C. Tools and resources to assist in winter maintenance (e.g., deicing application rate guidelines, calibration charts,
Smart Salting Assessment Tool)
126.D. Other (describe below):
126.E.
*127. Permit item 21.8: Do you maintain written procedures for determining TSS and total phosphorus (TP) treatment
effectiveness of all owned/operated ponds constructed and used for the collection and treatment of stormwater?
Yes
No
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*128. Permit item 21.9: Do you inspect structural stormwater BMPs (excluding stormwater ponds, which are under a separate
schedule) each calendar year to determine structural integrity, proper function, and maintenance needs (excluding structural
stormwater BMPs where the inspection frequency has been adjusted)?
Yes
No
*129. Do you have a different inspection frequency (i.e., more or less than each calendar year) for any of your structural
stormwater BMPs?
Yes
No (Skip to Q131)
130.If yes in Q129, what led to your adjusted inspection frequency? (Check all that apply)
130.A. Complaints received or patterns of maintenance indicated a greater frequency was necessary.
130.B. Determined maintenance or sediment removal was not required after completion of the first two calendar year
inspections.
130.C. Other (describe below):
130.D.
*131. Permit item 21.10: Do you inspect all ponds and outfalls (excluding underground outfalls) each permit term in order to
determine structural integrity, proper function, and maintenance needs?
Yes
No (Skip to Q133)
132.If yes in Q131, describe the frequency of inspections:
*133. Permit item 21.12: Do you implement a stormwater management training program commensurate with individual’s
responsibilities as they relate to your SWPPP, including reporting and assessment activities? Training materials can be from
the U.S. Environmental Protection Agency (EPA), state and regional agencies, or other organizations as appropriate to
meet this requirement.
Yes
No (Skip to Q135)
134.If yes in Q133, what does your stormwater management training program include? (Check all that apply)
134.A. The importance of protecting water quality.
134.B. Cover the requirements of the permit relevant to the responsibilities of the individual.
134.C. A schedule that establishes initial training for individuals, including new and/or seasonal employees, and
recurring training intervals to address changes in procedures, practices, techniques, or requirements.
134.D. Other (describe below):
134.E.
134.F. Additional information for checked items (optional):
*135. Permit item 21.13: Do you document information associated with the operations and maintenance program?
Yes
No (Skip to Q137)
136.If yes in Q135, what are you documenting? (Check all that apply)
136.A. Date(s) and description of findings, including whether or not an illicit discharge is detected, for all inspections
conducted in accordance with items 21.9 and 21.10.
136.B. Any adjustments to inspection frequency as authorized in item 21.9.
136.C. Date(s) and a description of maintenance conducted as a result of inspection findings, including whether or not
an illicit discharge is detected.
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136.D. Schedule(s) for maintenance of structural stormwater BMPs and outfalls when necessary maintenance cannot
be completed within one year of discovery (Note: All or some of this item is a new permit requirement.
Compliance with new requirements is required within 12 months after receiving permit coverage.)
136.E. Stormwater management training events, including general subject matter covered, names and departments of
individuals in attendance, and date of each event.
*137. Permit item 21.14: Do you document pond sediment excavation and removal activities?
Yes
No (Skip to Q139)
138.If yes in Q137, what pond sediment excavation and removal activity information is documented?
(Check all that apply)
138.A. A unique ID number and geographic coordinate of each stormwater pond from which sediment is removed.
138.B. The volume (e.g., cubic yards) of sediment removed from each stormwater pond.
138.C. Results from any testing of sediment from each removal activity.
138.D. Location(s) of final disposal of sediment from each stormwater pond.
138.E. Additional information for checked items (optional):
140.Provide any additional information about your current pollution prevention/good housekeeping for municipal
operations program that you would like to share (optional): (Maximum 10 lines of text)
Discharges to Impaired Waters with an EPA-Approved TMDL that Includes an Applicable Waste Load
Allocation (WLA)
To determine if you have an applicable WLA(s), please reference the MPCA’s MS4 Permit TMDL Application Form webpage at
https://stormwater.pca.state.mn.us/index.php?title=Guidance_for_completing_the_MS4_Permit_TMDL_Application_Form.
*141. Permit item 22.3: Do you have an applicable WLA where a reduction in pollutant loading is required for bacteria?
Yes
No (Skip to Q146)
142.If yes in Q141, do you maintain a written or mapped inventory of potential areas and sources of bacteria (e.g.,
dense populations of waterfowl or other bird, dog parks)? (Note: All or some of this item is a new permit
requirement. Compliance with new requirements is required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q145)
143.If yes in Q142, do you maintain a written plan to prioritize reduction activities to address the areas and sources
identified in the inventory? The written plan must include BMPs you will implement over the permit term.
(Note: All or some of this item is a new permit requirement. Compliance with new requirements is required within
12 months after receiving permit coverage.)
Yes
No (Skip to Q145)
144.If yes in Q143, which of the following are included in your written plan? (Check all that apply)
144.A. Water quality monitoring to determine areas of high bacteria loading.
144.B. Installation of pet waste pick-up bags in parks and open spaces.
144.C. Elimination of over-spray irrigation at permittee land owned areas.
*139. Permit item 12.4: Who is responsible for implementation of this MCM? List name(s) or position title(s).
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144.D. Removal of organic matter via street sweeping.
144.E. Implementation of infiltration structural stormwater BMPs.
144.F. Management of areas that attract dense populations of waterfowl (e.g., riparian plantings).
144.G. Other (describe below):
144.H.
145.Permit item 12.9: If yes in Q141, who is or will be responsible for implementation of this required component (i.e.,
inventory, plan, and BMP implementation)? List name(s) or position title(s):
*146. Permit item 22.5: Do you have an applicable WLA where a reduction in pollutant loading is required for chloride?
Yes
No (Skip to Q151)
147.If yes in Q146, do you document the amount of deicer applied each winter maintenance season to all your
owned/operated surfaces? (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.)
Yes
No
148.If yes in Q146, each calendar year do you conduct an assessment of your winter maintenance operations to reduce
the amount of deicing salt applied to your owned/operated surfaces and determine current and future opportunities
to improve BMPs? You may use the MPCA’s Smart Salting Assessment Tool or other available resources and
methods to complete this assessment. The assessment must be documented. (Note: All or some of this item is a
new permit requirement. Compliance with new requirements is required within 12 months after receiving permit
coverage.)
Yes
No (Skip to Q150)
149.If yes in Q148, what does your winter maintenance operations assessment include? (Check all that apply)
149.A. Operational changes such as pre-wetting, pre-treating the salt stockpile, increasing plowing prior to deicing,
monitoring of road surface temperature, etc.
149.B. Implementation of new or modified equipment providing pre-wetting, or other capability for minimizing salt use.
149.C. Regular calibration of equipment.
149.D. Optimizing mechanical removal to reduce use of deicers.
149.E. Designation of no salt and/or low salt zones.
149.F. Other (describe below):
149.G.
149.H. Additional information for checked items (optional):
150.Permit item 12.9: If yes in Q146, who is or will be responsible for implementation of this required component (i.e.,
documenting deicer applied and winter maintenance operations assessment)? List name(s) or position title(s):
*151. Permit item 22.7: Do you have an applicable WLA where a reduction in pollutant loading is required for temperature?
Yes
No (Skip to Q155)
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152.If yes in Q151, do you maintain a written plan that identifies specific activities you will implement to reduce thermal loading
during the permit term? (Note: All or some of this item is a new permit requirement. Compliance with new
requirements is required within 12 months after receiving permit coverage.)
Yes
No (Skip to Q154)
153.If yes in Q152, what activities does the plan include? (Check all that apply)
153.A. Implementation of infiltration BMPs such as bioinfiltration practices
153.B. Disconnection and/or reduction of impervious surfaces
153.C. Retrofitting existing structural stormwater BMPs
153.D. Improvement of riparian vegetation
153.E. Other (describe below):
153.F.
153.G. Provide any additional information about your written plan (optional):
154.Permit item 12.9: If yes in Q151, who is or will be responsible for implementation of this required component? List
name(s) or position title(s):
*155. Permit item 12.8: Do you have an applicable WLA(s) for oxygen demand, nitrate, TSS, or TP?
Yes - If yes, you must complete the corresponding tabs in the MS4 Permit TMDL Application (available on the MPCA’s website
at https://stormwater.pca.state.mn.us/index.php?title=Guidance_for_completing_the_MS4_Permit_TMDL_Application_Form) and
submit it with this application.
No
Alum or Ferric Chloride Phosphorus Treatment Systems
*156. Permit Section 23: Do you own and/or operate an Alum or Ferric Chloride Phosphorus Treatment System within your MS4?
Yes - If yes, complete questions 157-173 as directed.
No (Skip to Q174)
157.Provide the geographic coordinates of the alum or ferric chloride phosphorus treatment system, in decimal degrees.
(Approximate centroid of treatment system within five-foot accuracy):
157.A.Latitude:
157.B. Longitude:
158.Who is responsible for the operation of the treatment system? List name(s) or position title(s):
159.A. Provide the date the system first became operational (mm/dd/yyyy):
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For question 159.B-G, provide information for calendar year 2020.
159.B. For each month, provide the number of days the system was operational:
159.B.1.January:
159.B.2.February:
159.B.3.March:
159.B.4.April:
159.B.5.May:
159.B.6.June:
159.B.7.July:
159.B.8.August:
159.B.9.September:
159.B.10.October:
159.B.11.November:
159.B.12. December:
159.C. What chemical(s) was used for treatment:
159.C.1. Alum
159.C.2. Ferric Chloride
159.D. Provide the number of gallons of water treated:
159.E. Provide the number of gallons of alum or ferric chloride treatment used:
159.F. Provide the calculated pounds of phosphorous removed:
159.G. Describe any performance issue(s) and the corrective action(s), including the date(s) when corrective action(s) were
taken:
160.Permit item 23.3: Which of the following requirements are you meeting? (Check all that apply)
160.A. Your treatment system is for the treatment of phosphorus in stormwater. Non-stormwater discharges must not
be treated by this system.
160.B. Your treatment system is contained within the conveyances and structural stormwater BMPs of the MS4. The
utilized conveyances and structural stormwater BMPs do not include any receiving waters.
160.C. Phosphorus treatment systems utilizing chemicals other than alum or ferric chloride receive written approval
from the MPCA.
In-lake phosphorus treatment activities are not authorized.
161.Permit item 23.3: Which of the following design parameters does your treatment system include? (Check all that apply)
The treatment system is constructed in a manner that diverts the stormwater flow to be treated from the main
conveyance system.
161.B. A high flow bypass is part of the inlet design.
161.C. A flocculent storage/settling area is incorporated into the design, and adequate maintenance access is
provided (minimum of eight feet wide) for the removal of accumulated sediment.
162.Permit item 23.5: Do you have a designated person perform visual monitoring of the treatment system for proper performance
at least once every seven (7) days, and within 24 hours after a rainfall event greater than 2.5 inches in 24 hours?
Yes
No (Skip to Q164)
163.If yes in Q162, please list the name(s) of the individual(s) or position title(s):
160.D.
161.A.
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164.Permit item 23.5: Following visual monitoring which occurs within 24 hours after a rainfall event, do you conduct the next
visual monitoring of your system seven (7) days after that rainfall event?
Yes
No
165.Permit item 23.6: Does your treatment system utilize three (3) benchmark monitoring stations? Table 1 in Appendix A in the
permit must be used for the parameters, units of measure, and frequency of measurement for each station.
Yes
166.Permit item 23.7: Do you collect grab samples or flow-weighted 24-hour composite samples at your treatment system?
Yes
No
167.Permit item 23.8: Are your treatment system samples, excluding potential of hydrogen (pH) samples, analyzed by a
laboratory certified by the Minnesota Department of Health and/or the MPCA?
Yes
168.Which of the following do your sample tests include? (Check all that apply)
168.A. Sample preservation and test procedures for the analysis of pollutants that conform to 40 CFR Part 136 and
Minn. R. 7041.3200.
168.B. Detection limits for dissolved phosphorus, dissolved aluminum, and dissolved iron that are a minimum of 6
micrograms per liter (µg/L), 10 µg/L, and 20 µg/L, respectively.
pH that is measured within 15 minutes of sample collection using calibrated and maintained equipment.
169.Permit item 23.9: In the following situation(s) do you perform corrective action(s) and immediately notify the Minnesota
Department of Public Safety Duty Officer? (Check all that apply)
The pH of the discharged water is not within the range of 6.0 and 9.0.
169.B. Indications of toxicity or measurements exceeding water quality standards which could endanger human
health, public drinking water supplies, or the environment.
169.C. A spill or discharge or alteration resulting in water pollution, as defined in Minn. Stat. § 115.01, subd. 13, of
alum or ferric chloride.
170.Permit item 23.13: Do you conduct site-specific jar testing using typical and representative water samples in accordance with
the most current approved version of ASTM D2035? (Note: All or some of this item is a new permit requirement.
Compliance with new requirements is required within 12 months after receiving permit coverage.)
Yes
No
171.Permit item 23.14: Do you have baseline concentrations of the following parameters in the influent and receiving waters at
your treatment system location? (Check all that apply)
171.A. Aluminum or iron
Phosphorus
172.Permit item 23.15: Do you have the following system parameters and how each was determined at your treatment system
location? (Check all that apply)
Flocculant settling velocity
172.B. Minimum required retention time
172.C. Rate of diversion of stormwater into the system
172.D. The flow rate from the discharge of the outlet structure
Range of expected dosing rates
173.Permit item 23.16: Have you developed the following site-specific procedures? (Check all that apply)
Procedures for the installation, operation and maintenance of all pumps, generators, control systems, and
other equipment.
173.B. Specific parameters for determining when the solids must be removed from the system and how the solids will
be handled and disposed of.
173.C. Procedures for cleaning up and/or containing a spill of each chemical stored on site.
Complete last page and submit using Adobe Acrobat Reader.
(If you do not have Acrobat Reader, you can download a free version at https://get.adobe.com/reader/.)
No
No
168.C
169.A.
171.B.
172.A.
172.E.
173.A.
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Additional information
174.Provide any additional information about your current Stormwater Pollution Prevention Program (SWPPP) that
you would like to share (optional): (Maximum 30 lines of text)
Complete last page and submit using Adobe Acrobat Reader.
(If you do not have Acrobat Reader, you can download a free version at https://get.adobe.com/reader/.)
Appendix B: MS4 Staff List
Appendix C: MS4 Calendar
Appendix D: Maps (Storm Drainage System
Map, Storm Sewer Map, Facility Map)
24
25
32
15
26
35
33
36
41
37
42
45
46
30
49
51
62
58
57
60
59
02
10
11
12
01
04
22
09
08
27
44
47
50
52
56
05
03
06
07
13 14
16
17
18
20
19
21
23
28
29
31
34
38
40
39
43
48
53
54
61
6355
)*12
)*12
GVWX51
GVWX15
GVWX83GVWX90
GVWX44
GVWX16
GVWX5
GVWX135
GVWX125
GVWX101
GVWX146
GVWX151
GVWX84
GVWX112
GVWX110
GVWX19
GVWX15
GVWX6
?@A@7
ST201
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Road6thAveN Brown Road NHi
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Minnetonka
French LakeLake
Minnetonka
Dickeys
Lake
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Lake
Katrina
Lake
Tanager
Lake
Lake
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Long Lake
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Map Document: \\arcserver1\GIS\ORNO\0C1126635\ESRI\Pro\FacilityMap_01152023.aprx | Username: remington.zeppelin | Date Saved: 1/26/2023 9:55 PMSource: Hennepin County, MnDNR
0 1
Miles
MnDNR Public Water
MnDNR Public Watercourse
Parcels
City Limits
High Priority Illicit Discharge
Inspection Area
Snow Storage Area
City Parcels
!ILegend
Municipal Facility Inventory Map
City of Orono January 2023
Information
01 Lurton Park
02 Municipal Property
03 City Hall/Public Works
04 ROW Kelley Parkway
05 Municipal Property
06 Summit Park Swimming Beach
07 ROW - Lydiard Road
08 Chevy Chase Park
09 Municipal Property
10 ROW - McCulley Road
11 Municipal Property
12 Lowry Woods
13 ROW - Christofori Circle
14 Bederwood Park
15 Municipal Property
16 Municipal Property
17 Cygent Park
18 ROW -South Wear Lane
19 Seven Nations Park
20 ROW - Truffula Trail
21 Hackberry Park
22 Long Lake Fire Department
23 Municipal Property
24 Orono Golf Course
25 ROW - Woodhill Road
26 Municipal Property
27 French Creek Preserve
28 French Creek Preserve
29 Municipal Property
30 Municipal Property
31 Municipal Property
32 Municipal Property
33 Municipal Property
34 Saga Hill Preserve
35 Forest Lake
36 ROW - Vine Place
37 Municipal Property
38 ROW - Spruce Place
39 Highwood Park
40 Municipal Property
41 Municipal Property
42 ROW - Birch Lane
43 Antoine Park
44 Municipal Property
45 Crystal Bay Playground
46 Municipal Property
47 Municipal Property
48 Navarre Fire Station
49 Livingston Tower Park
50 Navarre Water Tower
51 Parcel Strip of Land to W. Crystal Bay
52 Navarre Playground
53 Municipal Parking Lot
54 Casco Point Ice Rink
55 Municipal Property
56 Municipal Property
57 Municipal Property
58 Municipal Property
59 Muncipal Property
60 Municipal Property
61 Casco Point Park
62 ROW - Carman Road
63 Big Island Nature Park
Facility ID Facility Name/Land Use Facility ID Facility Name/Land Use
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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SURFACE WATERMANAGEMENTPLAN
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November 2018
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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9 9 0 103010101020
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LL-P22
LL-P23
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4
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cfsQ10=3cfsQ10=4cfsQ10=26cfsQ10=12cfsQ10=2cfsQ10=7cfsQ10=5 cfs
Q10=2cfsQ10=16 cfs
Q10=36 cfsQ
10=81 cfs Q10=21cfsQ10=2 cfsQ
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7
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Q10=16cfs
Q10=62 cfsQ10=29 cfs Q10=7cfsQ10=2cf
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Q10=3 cfsQ10=2 cf
sQ10=56 cfsQ10=151 cfs
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Q10=72 cfs
Q10=12 cfs
LL-P038.1 Ac
LL-2330.6 Ac
LL-P042.8 Ac
LL-P195.8 Ac
LL-P2214.9 Ac LL-P2310.9 Ac
LL-P252.9 Ac
LL-P244.3 Ac
LL-0567.5 Ac
LL-P21103.6 Ac
LL-2181.8 Ac
LL-2260.7 Ac
LL-1667.8 Ac
LL-1645.0 Ac
LL-2233.5 Ac
LL-23173.3 Ac
LL-3093.4 Ac
LL-3110.9 Ac
SB-3188.2 Ac
LL-0282.2 Ac
LL-0615.8 Ac
LL-3190.9 Ac
LL-0596.4 Ac
LL-0577.1 Ac
LL-0534.9 Ac
LL-P3120.8 Ac
LL-3321586.6 Ac
LC-00340.1 Ac
PC-P012209.5 Ac
PC-11413.9 Ac
PC-11731.3 Ac
PC-03453.0 Ac
PC-04290.3 Ac
PC-0363.3 Ac
PC-04328.9 Ac
PC-1163.5 Ac
PC-11512.1 Ac
PC-119524.2 Ac
PC-O-04
PC-O-07
PC-O-06
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24-in
12-in24-in
1
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n
18-in
2 4 -in
24-in15-in15-in
15-in12-in15-in
18-in
12-in15-in12-in
1
8
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n 24-in18-i
n1
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12-in12-in24-inQover=3 cfsQo
v
e
r
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9
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f
s
Q
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Qover=40 cfs
Q o v e r=1 1 5 c fsQover=13 cfsQover=16 cfsQover=5 cfsQover=7 cfs
Q ov er=64 cfs Qover=2 cfs
Qo
v
e
r
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5
5
c
f
sQover=141 cf
sD i c k e y 's L a k e
W o l s f e l d
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B3
A2
B2
A4
B4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
A3
Page 3 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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LL-P30
LL-P31
LL-P33
LL-P34
LL-P35
LL-P38
LL-P39
LL-P56
LL-P57
Q 1 0 =1 0cfs
Q10=2cfs
Q10=1 cfsQ10=161
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Q10=12cfsQ10=41cfsQ10=160 cfs
Q10=78cfs
Q 1 0 =1 2 c fs
Q 1 0 =3 c f sQ10=1 2cfs
Q10=13 cfsQ10=118 cfsQ10=26 cfs
Q10=51 cfsQ10=24 cfsQ1
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f
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Q 1 0 =1 1 7 c f s
Q10=69 cfs
LL-3292162.8 Ac
LL-P20488.7 Ac
LL-P20488.7 Ac
LL-12611.5 Ac
LL-P3353.5 Ac
LL-3353.5 Ac
LL-1278.0 Ac
LL-P244.3 Ac
LL-05 67.5 A c
LL-0615.8 Ac
LL-05 96.4 A c
LL-P3120.8 Ac
LL-P5773.2 Ac
LL-3433.1 Ac
LL-P3931.0 Ac
LL-P057.8 Ac
LL-P559.6 Ac
LL-3411.3 Ac
LL-13320.8 Ac
LL-1386.8 Ac
LL-1394.6 Ac
LL-P3854.3 Ac
LL-1368.9 Ac
LL-14113.8 Ac
LL-P4015.3 Ac
LL-0311.7 AcLL-P304.1 Ac
LL-P342.8 Ac
LL-0324.3 Ac
LL-P562.4 Ac
LL-13511.3 Ac
LL-33915.2 Ac LL-P3742.9 Ac
LL-3321586.6 Ac
LL-33061.1 Ac
LL-O-02
Q over=13 cfsQ o v e r =3 c f s Q o v e r=2 7 c fs 15-in18-in
1 8 -i n
18-in
15-in
48-in
18-in1 2 -i n24-in24-in18-in48-inW o l s f e l d
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B4
A3
B3
A5
B5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
A4
Page 4 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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MO-P02
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MO-P07
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Q10=5cfs
Q10=7cfs
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MO-P036.5 Ac
MO-P0424.5 Ac
LL-3292162.8 Ac
LL-3292162.8 Ac
MO-P0713.7 Ac
MO-06818.8 Ac
LL-0176.0 Ac LL-P109.4 Ac
LL-3561.8 Ac
LL-P6017.5 Ac LL-P112.2 Ac
LL-14526.6 Ac
LL-P5773.2 Ac
LL-P454.3 Ac
LL-P4639.2 Ac
LL-P5889.2 Ac
LL-1432.2 Ac
LL-P591.0 Ac
LL-3572.0 Ac
LL-00110.5 Ac
LL-14421.0 Ac
LL-3493.8 Ac
LL-P3931.0 Ac
LL-14113.8 Ac
LL-P4015.3 Ac LL-P4420.3 Ac
LL-P4812.2 Ac
MO-P0114.7 Ac
LL-O-03
LL-O-10
MO-O-01
MO-O-02
M o o n e yLake
M o o n e y L a k e
Qover=2 cfs
Qover=29 cfs
Qover=20 cfs
Q o v e r=8 cfs
Qover=3 cfs
Qover=7 cfs
15-in18-in
30-in12-in
12-in
12-in12-in
1 5-in
1 8 -in
24-in15-in48-in54-in1 8 -in
2 4 -in
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B5
A4
B4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
A5
Page 5 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
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2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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Q10=40cfsQ10=13cfsQ10=75cfsQ10=47cfsQ10=7cfs
Q 1 0 =1
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Q10=127 cf
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Q10=20 cfsQ10=12 cfsQ10=44 cfsQ10=56 cfsQ10=1 cfsQ10=55 cfsQ10=24 cfs
Q10=85 cfsQ
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Q10=55 cfsQ o v e r =1 5 c f s
Qover=11 cfsSB-00311.9 Ac
SB-P0130.0 Ac
SB-1026.7 Ac
SB-P0236.6 Ac
SB-P2121.3 Ac
SB-P0346.8 Ac
SB-P203.9 Ac
SB-P0415.1 Ac
SB-08515.4 Ac
SB-10639.9 AcSB-00423.9 Ac
SB-020157.3 Ac
PC-P19283.3 Ac
PC-P169.3 Ac
PC-P1050.0 Ac
PC-1040.8 Ac PC-1050.6 Ac
PC-1021.4 Ac
PC-P1140.0 Ac
PC-P1222.6 Ac
PC-02712.5 Ac
PC-P0763.8 Ac
PC-P1415.7 Ac
PC-P1510.0 Ac
PC-0854.0 Ac
PC-0953.3 Ac
PC-07857.4 Ac
PC-05056.3 Ac
PC-11323.8 Ac
PC-1114.7 Ac
PC-1098.3 Ac
PC-P02168.0 Ac
PC-0017.4 Ac
PC-04516.0 Ac
PC-03115.3 Ac
PC-0790.7 Ac
PC-0922.3 Ac
PC-07647.6 Ac
PC-P2064.4 Ac
PC-07214.1 Ac
PC-05114.3 Ac
PC-P139.1 Ac
PC-0832.0 Ac
PC-0688.5 Ac
PC-P056.0 Ac
PC-O-09
PC-O-11
PC-O-12
SB-O-01
P a i n t e r C r e e k
Qover=25 cfsQover=13 cfsQover=7 cfsQ o v e r =11 c f s
Qover=36 cfsQover=3 cfs
Qover=19 cfs
Qover=1 cfs
Qover=4 cfsQover=33 cfsQover=10 cfsQ o v e r =2 c f s
15-i
n
1 2 -in
18-in
12-in12-in1
2-in 12-
i
n18-in18-in12-in18-in18-in18-in1 8 -i n
1 2 -i n
27-in
1
2-in
18-in12-in18-in24-in24-in
1 8 -i n
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18-in12-in12-in1 2 -in
5 4-in
15-in24-in 12-in12-in15-in1 2 -in
12-in
6-in0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A1 A2
C1
B2
C2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
B1
Page 6 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
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2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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LL-09116.7 Ac
LL-20013.6 Ac
LC-034206.6 Ac
LC-011184.0 Ac
LC-0908.8 Ac
LC-P0422.9 Ac
LC-017100.5 Ac
LC-02314.4 Ac
LC-0825.0 Ac
LC-P1621.4 Ac
LC-0268.4 Ac
LC-02520.1 Ac
LC-0296.6 Ac LC-0327.0 Ac LC-P1115.7 Ac
LC-00518.5 Ac
LC-00624.6 Ac
LC-00340.1 Ac
SB-P1914.5 Ac
SB-P2121.3 Ac
SB-10639.9 Ac
PC-0193.0 Ac
PC-P2111.7 Ac
PC-P046.2 Ac
PC-P0311.2 Ac
PC-P0615.6 AcPC-0164.0 Ac
PC-0233.6 Ac
PC-P089.8 Ac
PC-P1050.0 Ac
PC-P0915.8 Ac
PC-P1140.0 Ac
PC-P1222.6 Ac
PC-P0763.8 Ac
PC-P02168.0 Ac
LC-P061.6 Ac
SB-1044.6 Ac
PC-0143.1 Ac
PC-P056.0 Ac
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LC-O-04
LC-O-01
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4-in
36-in18-in
21-in
36-in36-in18-in
18-in 15-in
L a k e C l a s s e n
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A1 A2 A3
C2
B1
C1
B3
C3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
B2
Page 7 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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Q 1 0 =1 0 6 c fs Q10=62cfsQ10=21cfs Q10=12 cfsQ10=4 cfsQ10=123 cfs
Q10=70 cfsQ10=109 cfsQ10=23 cfs Q10=4 cfsQ10=49 cfsQ 10=2 4 cfsQ10=7cfsQ10=104 cfsQ
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Q10=12cfs Qover=15cfsQover=3cfsQover=11 cfs
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LL-P20488.7 Ac
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LL-08612.4 AcLL-0834.3 Ac
LL-P278.9 Ac
LL-08917.0 Ac
LL-26720.8 Ac
LL-19968.4 Ac
LL-P195.8 Ac
LL-1542.2 Ac
LL-P21103.6 Ac
LL-2703.6 Ac
LL-26916.6 Ac
LL-30512.7 Ac
LL-3071.9 Ac
LL-0909.6 Ac
LL-26512.1 Ac
LL-09116.7 Ac
LL-20013.6 Ac
LL-P0619.4 Ac LL-P2916.9 Ac
LL-27226.8 Ac
LL-0453.7 Ac
LL-0742.0 Ac
LL-0760.7 Ac
LL-2094.9 Ac
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LL-2361.8 Ac
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LL-2340.8 Ac
LL-2204.6 Ac
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LL-1711.6 Ac
LL-P167.1 Ac
LL-10113.5 Ac
LL-0577.1 AcLL-0534.9 Ac
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LL-1252.6 Ac
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LL-P3120.8 Ac
LL-27433.5 Ac
LL-06414.0 Ac
LL-0808.5 Ac LL-07816.9 Ac
LL-1773.3 Ac
LL-1603.3 Ac
LL-1784.7 Ac LL-P2810.4 Ac
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LL-2963.2 Ac
LL-2958.1 Ac
LL-19612.1 Ac
LL-1949.2 Ac
TL-3044.6 Ac
TL-3156.5 Ac
LC-034206.6 Ac
LC-011184.0 Ac
LC-0908.8 Ac
LC-017100.5 Ac
LC-P1115.7 Ac
LC-00624.6 Ac
LC-00340.1 Ac
TL-P5111.4 Ac
TL-1699.6 Ac
TL-17 12.9 Ac
TL-1792.6 Ac
TL-1800.9 Ac
TL-2984.7 Ac
TL-1831.9 Ac TL-1841.3 Ac
TL-1923.7 Ac
TL-1786.4 Ac TL-P0995.8 AcFR-08817.6 Ac
PC-11731.3 Ac
LL-06 92.1 A c
LL-0701.4 Ac
LL-0433.6 Ac
LL-1763.3 Ac
LL-17 21.5 A c
FR-0831.9 Ac
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LL-O-05
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Qover=23 cfs
Qover=6 cfs
Q over=11 cfsQover=60 cfs
Qover=2 cfs
Qover=6 cfs15-in12-in
36-in12-in12-in
12-in
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15-in
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0
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15-in
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12-in
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15.96-in1 2 -i n 18-in18-in 12-in12-in18-in12-in15-in1
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27-in12-in
24-in15-in12-in15-in24-in
24-in12-in36-in15-in12-in
12-in
1 2 -i n
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1 2 -in
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30-in
12-in
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27-in36-in18-in30-in
36-in15-in48-in
15-in
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12-in
30-in
1 8 -in
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12-in
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30-in
60-in
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60-in12-in42-in12-in54-in15-in
36-in
18-in 24-in21-in
D i c k e y 'sLake
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A2 A3 A4
C3
B2
C2
B4
C4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
B3
Page 8 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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LL-P20488.7 Ac
LL-19968.4 Ac
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LL-P4939.4 Ac
LL-P5124.7 Ac
TL-P0545.3 Ac
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LL-P3120.8 Ac
LL-P0 57.8 Ac
LL-P559.6 Ac
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LL-14113.8 Ac
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TL-0472.1 Ac
LL-27433.5 Ac
LL-2146.3 Ac
LL-0311.7 AcLL-P304.1 Ac
LL-P322.9 Ac
LL-3231.8 Ac
LL-0324.3 Ac
LL-33915.2 Ac
LL-P3742.9 Ac
LL-3256.3 Ac
LL-06414.0 Ac
TL-3063.5 AcTL-P1717.8 Ac
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LL-O-08Qover=12 cfsQover=31 cfs
Qover=6 cfs
24-in15-in24-
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L o n g L a k e
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A3 A4 A5
C4
B3
C3
B5
C5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
B4
Page 9 of 32
A1 A2 A3 A4 A5
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2 - 3
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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LL-P13
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LL-P50
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MO-P05
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MO-P036.5 Ac
MO-P0424.5 Ac
LL-P20488.7 Ac
LL-P1520.1 Ac
LL-P1417.2 Ac
LL-0176.0 Ac
LL-P123.3 Ac
LL-P109.4 Ac
LL-P0922.1 Ac
LL-P134.9 Ac
LL-P5226.5 Ac
LL-P5061.5 Ac
LL-P4939.4 Ac
LL-P5124.7 Ac
LL-00912.3 Ac
LL-P5498.2 Ac
LL-P6017.5 Ac
LL-P112.2 Ac
LL-14526.6 Ac
LL-3547.5 Ac
LL-P0747.7 Ac
LL-P424.7 Ac
LL-P418.9 Ac
LL-14113.8 Ac
LL-P4015.3 Ac
LL-P4812.2 Ac
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HA-0102.3 Ac
HA-00119.7 Ac
HA-P0126.4 Ac
HA-0537.5 Ac
HA-0544.2 Ac
HA-0396.4 Ac
HA-0241.1 Ac
PL-16687.3 Ac
PL-P1116.2 Ac
PL-06313.0 Ac
PL-P0936.9 Ac
PL-P6527.4 Ac
PL-P033.0 Ac
PL-P046.8 Ac
PL-P0529.8 Ac
PL-P0810.0 Ac
PL-P0624.0 Ac
HA-0020.8 Ac
LL-P5311.5 Ac
HA-O-01
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A4 A5
C5
B4
C4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
B5
Page 10 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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Node FloodingDepths
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2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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SB-P203.9 Ac
SB-P0415.1 Ac
SB-0215.7 Ac
SB-10639.9 Ac
SB-P074.5 Ac
SB-01122.3 Ac
SB-00423.9 Ac
SB-020157.3 Ac
SB-P064.7 Ac
SB-0327.6 Ac
SB-P098.6 Ac
SB-0272.5 Ac
SB-0076.6 Ac
SB-0332.4 Ac SB-0351.0 Ac
FL-00114.5 Ac
FL-P0124.2 Ac
FL-0045.7 Ac
FL-P07316.2 Ac
FL-0323.7 Ac
FL-0994.7 Ac
FL-00623.0 Ac
FL-04115.0 Ac
FL-P0226.3 Ac
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FL-00813.9 Ac
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NA-0703.2 Ac
NA-06837.3 Ac
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NA-06267.3 Ac
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B1 B2
D1
C2
D2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
C1
Page 11 of 32
A1 A2 A3 A4 A5
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Watersheds
Node FloodingDepths
No Flooding
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> 2 feet
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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LC-05711.2 Ac
LC-0754.1 Ac
LC-06113.7 Ac
LC-0539.7 Ac
LC-P136.7 Ac
LC-04916.2 Ac
LC-0716.4 Ac
LC-0457.8 Ac
LC-0731.3 Ac
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LC-03910.2 Ac
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LC-0677.8 Ac
LC-0695.7 Ac
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FR-P039.0 Ac
FR-06421.6 Ac
FR-P3415.1 Ac
FR-P2011.5 Ac
SB-2832.6 Ac
SB-2845.9 Ac
FR-02415.4 Ac
FR-1063.1 Ac
FR-P199.4 Ac
FR-P305.0 Ac
FR-P333.5 Ac
SB-075279.8 Ac
SB-P1914.5 Ac
SB-P2121.3 Ac
SB-P1217.2 Ac
SB-10639.9 Ac
SB-08110.2 Ac
SB-02216.7 Ac
SB-0535.7 Ac
SB-P112.8 AcSB-P101.5 Ac
SB-P139.9 Ac
SB-05710.8 Ac
SB-04917.8 Ac
SB-0476.0 Ac
SB-0511.4 A c
SB-020157.3 Ac
SB-0397.3 Ac SB-0411.6 Ac
SB-0442.4 Ac
SB-0351.0 Ac
SB-0646.6 Ac
SB-P158.6 Ac
SB-P1410.3 Ac
MB-P018.9 Ac MB-P029.4 Ac
SB-0671.2 A c
SB-0693.5 Ac
SB-1044.6 Ac
SB-0971.6 Ac
SB-0823.8 Ac
SB-O-05 SB-O-06
SB-O-08
SB-O-11 LC-O-10
SB-O-10
SB-O-09
SB-O-02
FR-O-01
SB-O-04
LC-O-08
LC-O-04
LC-O-09
LC-O-06
LC-O-05
Qover=9 cfsQ o v e r=1 6 c f s
Qover=43 cfsQover=10 cfsQ o v e r =1 3 c f s
Q over=70 cfsQover=58 cfs
Qover=20 cfsQover=39 cfsQover=9 cfsQover=8 cfs
Qover=27 cfsQover=7 cfsQover=4 cfsQover=29 cf
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S t u b b s B a y
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B1 B2 B3
D2
C1
D1
C3
D3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
C2
Page 12 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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FR-P32
FR-P33
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TL-P02
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Q10=79cfs Q10=11 cfsQ10=13cfs
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Q10=65 cfsQ10=18cfsQ10=54cfsQ10=18cfs
Q10=5 cfsQ10=27cfsQ10=14cfsQ10=10cfsQ10=43cfsQ 1 0 =2 8 c f s
Q10=18cfs
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Q10=24 cfsQ10=27 cfsQ10=146cfs
Q10=19 cfs Q10=54 cfsQ10=8cfsQ 10=21 cfsQ10=7 cfsQ10=34 cfsQ10=54cfs
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LL-08715.1 Ac LL-26720.8 Ac LL-19968.4 Ac
LL-30512.7 Ac LL-26512.1 Ac
LC-P1415.8 Ac
LC-P1115.7 Ac
LC -08 63.9 A c
LC-0843.3 Ac
LC-0363.0 Ac
TL-3013.6 Ac
TL-P5111.4 Ac
TL-1699.6 Ac
TL-1951.9 Ac
TL-1872.5 Ac
TL-1712.9 AcTL-1792.6 Ac TL-2984.7 Ac
TL-3005.0 Ac
TL-19 23.7 A c TL-1786.4 Ac TL-17623.6 Ac
TL-0226.8 Ac
TL-P0995.8 Ac
TL-P0416.7 Ac
TL-P11115.6 Ac
TL-P1261.1 Ac
TL-0062.8 Ac
TL-2197.2 Ac
TL-2166.7 Ac
TL-P0210.7 Ac
TL-P0616.3 Ac
TL-2227.4 Ac TL-2202.6 Ac
TL-P19129.2 Ac
TL-P2210.3 Ac
TL-1994.5 Ac
TL-0437.5 Ac TL-2022.5 Ac
TL-2972.6 Ac
TL-3030.9 Ac
TL-1851.6 Ac
TL-2182.1 Ac
FR-P25121.5 Ac
FR-0855.8 Ac
FR-P278.9 Ac
FR-08817.6 Ac
FR -1181.9 Ac
FR-P039.0 Ac
FR-06421.6 Ac
FR-P3415.1 Ac
FR-02415.4 Ac
FR-1063.1 Ac
FR-P353.3 Ac
FR-P199.4 Ac
FR-P305.0 Ac
FR-P296.8 Ac
FR-P265.4 Ac
FR-0506.5 Ac
FR-P284.6 Ac
FR-0564.4 Ac
FR-0271.2 Ac
FR-0105.6 Ac
FR-P235.0 Ac
FR-05210.0 Ac
FR-0484.5 Ac
FR-P077.8 AcFR-P0912.3 Ac
FR-P3712.0 Ac
FR-P023.7 Ac
FR-0803.0 Ac
FR-0139.4 Ac
FR -03 04.3 A c
FR-06614.4 Ac
FR-01211.2 Ac FR-P0622.6 Ac
FR-01121.0 Ac
FR-P0819.3 Ac
FR-1265.6 Ac
FR-0680.8 Ac
FR-1081.0 Ac
FR-0291.1 Ac
FR-P333.5 Ac
FR-1007.7 AcFR-0471.3 Ac
FR-09712.0 Ac
FR-0925.3 Ac
FR-0586.7 Ac
FR-P053.5 Ac FR-0605.8 Ac
FR-12316.7 Ac
FR-0831.9 Ac
FR-1241.4 Ac
FR-O-06
FR-O-03
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12-in
18-in12-in
12-in15-i n
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24-in18-in12-in18-in15-in12-in15-in15-in12-in12-in15-in
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Qover=29 cfsQover=13 cfs
Qover=25 cfs
Qover=54 cfs
Qover=26 cfsQover=6 cfs0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B2 B3 B4
D3
C2
D2
C4
D4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
C3
Page 13 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
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Node FloodingDepths
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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TL-P1810.9 Ac
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TL-P11115.6 Ac
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TL-P3416.8 Ac
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TL-P3124.2 Ac
TL-P3215.8 Ac
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TL-P0210.7 Ac
TL-P0616.3 Ac
TL-P2210.3 Ac
TL-0042.5 Ac
TL-0363.7 Ac
TL-2531.7 Ac
TL-2558.8 Ac
TL-2022.5 Ac
TL-2182.1 Ac
BB-P0667.0 Ac
BB-P117.5 Ac
BB-P128.2 Ac
BB-P1336.0 Ac
BB-P0810.9 Ac
BB-P0923.1 Ac
BB-P1016.1 Ac
BB-P0318.4 Ac
BB-P171.7 Ac
BB-P0721.2 Ac
BB-P057.9 Ac
BB-P0223.0 Ac
BB-P0113.9 Ac
BB-00128.0 Ac
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BB-P0416.5 Ac
BB-0166.4 Ac
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TL-0241.3 Ac
TL-O-03
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B3 B4 B5
D4
C3
D3
C5
D5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
C4
Page 14 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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B4 B5
D5
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D4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
C5
Page 15 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C1 C2
E1
D2
E2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
D1
Page 16 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
D2
Page 17 of 32
A1 A2 A3 A4 A5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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sQ10=143 cfs
Q10=250 cfs
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Q10=49 cfsQ10=1 cfsQ10=5 cfs
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Q10=69 cfsQover=4cfsTL-P0616.3 A c
T L -P 19129.2 A c
T L -06 811.0 A c
T L -23 82.3 A cTL-P 2514.0 A c
T L -01 83.5 A c
T L -23 944.1 A c
T L -P 287.5 A c
T L -P 307.0 A c
TL -2 471.2 A c
TL -2 4 82.1 A c
T L -24 611.5 A c
T L -P 2923.7 A c
T L -P 2613.0 A c
T L -03 15.4 A c
T L -P 2210.3 A c
T L -07 1114.0 A c
T L -P 0 33.3 A c
F R -P 2 5121.5 A c
FR -P 1 99.4 A c
F R -P3 05.0 A c
F R-0724.2 A c
F R -P2 96.8 A c
F R -P3 712.0 A cFR-0803.0 A c
F R-03319.5 A c
F R -P1112.0 A c
F R -P1 311.0 A c
F R -P1 26.0 A c
F R-0775.7 Ac
F R -P 1 818.4 A c
F R -P 2 210.6 A c
F R -P 3 16.3 A c
F R -P 2 4186.4 A c
F R -P 1 516.8 A c
FR-1140.7 Ac
F R-0139.4 A c F R-0304.3 A c
F R -P 0 622.6 A c
F R-0021.5 A c
F R-03815.9 A c
F R-0045.5 A c
F R-0423.6 A c
F R-1213.7 A c
F R -P0 12.8 A c
F R-0174.3 A c
F R-0465.6 A c
F R -P 1 63.0 A c
C Y-P 0 39.2 A c
C Y-P 0 49.0 A c
S B -2 5 84.8 A c
S B -2 6 110.5 A c
M B -0 1 6463.9 A c
MB-P 029.4 A c
M B -0 2 17.4 A c
M B -0 191.2 A c
M B-P0 73.4 Ac
M B-P0 617.3 A c
MB-0320.8 Ac
M B -0 2 92.1 A c
M B -0 2 73.7 A c
F R-12316.7 A c
F R-15620.4 A c
F R-0372.2 A c
TL-2 320.9 Ac
TL -2 3 03.5 A c
T L -24 23.8 A c
T L -24 31.5 A c
FR-O-08
FR-O-07
FR-O-0912-in24-in15-in1
8-i
n1 2 -in28.8-in12-in48-in12-i n
12-in24-
i
n18-in1 2 -in
1 2 -i n15-in12-in18-in12-i
n18-in
15-in 24-in48-in1 5 -in
18-in
24-in
15-in
15-in12-in18-in18-in15-in18-i
n1 8 -i n
15-in15-in12-in
1 2 -i n
18-in
15-in 12-in12-in12-in12-in12-in15-in24-in
18-in36-in12-in15-in18-i
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12-
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n12-in
12-in
12-in
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Qover=39 cfsQover
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c
f
s
Qover=3 cfs
Q o v e r =1 1 c fsQover=1 cfsQover=5 cfs
Q o v er=9 cfs Qover=4 cfsQ
over=3 cfs
Q o v e r =1 c f sQover=13 cfsQover=14 cfsQover=46 cfsQover=20 cfsQ o v e r =1 2 c fsQover=25 cfsQover=5 cfs
F r e n c h L a k e
S m i t hBay
M a x w e l lBay
L a k e M i n n e t o n k a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C2 C3 C4
E3
D2
E2
D4
E4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
D3
Page 18 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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Watersheds
Node FloodingDepths
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> 2 feet
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2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMRR
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ORONOORCHARDRDSShoreline DrORONO LA
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BB-P15
BB-P16
BB-P17
BB-P18
TL-P03
TL-P29
18-in12-inQ10=3 cfsQ10=2cf
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Q10=26cfsQ10=17cfs Q10=9cfsQ10=8cfs
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sQ10=806 cfs
TL-P2393.9 Ac
TL-P3215.8 Ac
TL-P0616.3 Ac
TL-P287.5 Ac
TL-P2923.7 Ac
TL-P 2613.0 Ac
TL-0315.4 Ac
TL-P2210.3 Ac
TL-0025.9 Ac
TL-071114.0 Ac
TL-P033.3 Ac
SB-2569.6 Ac
SB-10838.4 Ac
SB-2573.7 AcSB-2584.8 Ac
BB-P1423.3 AcBB-P154.6 Ac
BB-0363.0 Ac
BB-P188.6 Ac
BB-P1336.0 Ac BB-P1016.1 Ac
BB-0406.3 Ac
VOID8.9 Ac
BB-P165.9 Ac
BB-P171.7 Ac
BB-P0721.2 Ac
BB-O-02
SM-O-01
SM-O-02
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15.96-in30-in 18-in15-in12-in
1 8 -i n 12-in12-in 24-in48-in
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T a n a g e r L a k e
S m i t h B a y
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L a k eMinneto n k a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C3 C4 C5
E4
D3
E3
D5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
D4
Page 19 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
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Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
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1 - 2
2 - 3
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PM%9%9 10009909809709609 7 0960950
95
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D4
E4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
D5
Page 20 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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15-in18-inQ10=29cfsQ10=12cfsQ10=369cfsQ10=5cfs
Q10=33cfsQ10=5 cf
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FL-090201.8 Ac
FL-0358.1 AcFL-0681.0 Ac
WA-04030.1 Ac
WA-02511.9 Ac
WA-00412.1 Ac WA-0093.1 Ac
WA-0113.6 Ac
WA-0131.2 Ac
WA-0152.6 Ac
WA-0212.1 Ac
WA-0182.6 Ac
WA-P014.2 Ac
WA-0292.4 Ac
WA-0341.9 Ac
WA-0362.0 Ac
WA-0382.3 Ac
NA-065469.1 Ac
NA-P036.8 Ac
NA-0191.0 Ac NA-0231.7 Ac
NA-0226.3 Ac
NA-0179.2 Ac
NA-07813.0 Ac
NA-0811.6 Ac
NA-0805.3 Ac
NA-0132.4 AcNA-0093.5 Ac
WA-0201.1 Ac
WA-0270.9 Ac
NA-O-04
WA-O-04
WA-O-01
WA-O-02
Q over=7 cfsQover=4 cfsQover=6 cfs
Q
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Qover=3 cfsQover=35 cfsQover=8 cfs
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W e s t A r m
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
D1 D2
F1
E2
F2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
E1
Page 21 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMRR
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CY-0231.8 Ac
CY-0291.9 Ac
CY-0322.7 Ac
CY-0331.6 Ac
CY-P026.7 Ac
CY-0493.3 Ac CY-0026.1 Ac
CY-0551.8 AcCY-0510.9 Ac
NA-065469.1 Ac
NA-P036.8 Ac
NA-0231.7 Ac
NA-0226.3 Ac
MB-016463.9 Ac
WA-0432.8 Ac
CY-0271.7 Ac CY-0373.0 Ac
CY-0415.0 Ac
CY-O-05
NA-O-05
12-in
15-in12-in12-in12-
i
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15-in
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i
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12-in
2 4 -in24-in1 5 -in
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12-in
Qover=3 cfs
Q
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N o r t h A r m
L a k eMinneto n k a
C r y s t a l B a y
W e s t A r m 0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
D1 D2 D3
F2
E1
F1
E3
F3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
E2
Page 22 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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Q10=17cfs Q10=69cfsQ 10=37 cfsQover=5 cfs
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TL-P287.5 AcTL-P307.0 Ac
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FR-P174.1 Ac
FR-P24186.4 Ac
FR-03815.9 Ac
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
D2 D3 D4
F3
E2
F2
E4
F4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
E3
Page 23 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
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Orono City Limits
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Storm Pipe
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0 - 1 foot
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1 - 2
2 - 3
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PM"/%9%9%9
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950940950
950950Bracketts
P
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L a k eMinneto n k a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
D3 D4 D5
F4
E3
F3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
E4
Page 24 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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1 - 2
2 - 3
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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Source: City of Orono, Hennepin County, MnDNR, MnDOT,
E1 E2
G1
F2
G2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
F1
Page 25 of 32
A1 A2 A3 A4 A5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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CY-P0130.7 Ac
WA-P0226.4 Ac
CB-0612.0 Ac
CY-0226.6 Ac
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WA-05319.0 Ac
CB-13916.0 Ac
CY-01814.4 Ac
CB-0822.3 Ac
CB-13 81.3 Ac
CB-07 82.5 A c
CB-0801.5 Ac
CB-1312.9 Ac
CB-1692.8 Ac
CB-15 91.5 A c CB-1401.5 Ac
CB-16112.6 Ac
CB-1561.1 Ac
CB-1471.0 Ac
CB-0108.0 Ac
CB-1432.9 Ac
CB-14 43.1 A c
CB-P0611.1 Ac
CB-0851.2 Ac
CB-12 91.3 A c
CB-1341.0 Ac
CB-0880.7 Ac
CB-0922.1 Ac
CB-1022.6 Ac
CB-1251.2 Ac
CB-10817.2 Ac
CB-1052.2 Ac
CB-10 94.2 A c
CB-0632.9 Ac
CB-1201.7 Ac
CB-0692.8 Ac
CB-07 52.0 A c
CB-1111.3 Ac
CB-1144.7 Ac
CB-0651.8 Ac
CB-07 47.5 Ac
CB-2263.5 Ac
CB-2221.6 Ac
CB-2201.7 Ac
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CB-P095.7 Ac
CB-1631.1 Ac CB-1755.2 Ac
CB-1721.4 Ac CB-1731.9 Ac
CB-1654.4 Ac
CB-1675.0 Ac
CB-2292.1 Ac
CB-2317.2 Ac
CB-1822.4 Ac
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LF-0013.9 Ac
VOID19.4 Ac
LF-0044.0 Ac
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1
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2-in
12-in
12-in
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12-in
1
2
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12-in
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Qover=15 cfsQover=12 cfsQover=12 cf
sQover=4 cfsQover=38 cfsQover=16 cfsQ o v e r =2 cf s Qover=1 cfsQover=17 cfsQ
over=
5 cfs
Qover=20 cfsQover=7 cfsQover=6 cfsQover=6 cfs
Qover=6 cfs
Q over=30 cfs
Qover=6 cfsQover=4 cfsQover=25 cfsQover=3 cfsQ over=30 cfsC r y s t a l B a y
C a r m a n B a y
C a r m a n B a y
S p r i n gParkBay
L a f a y e t t eBay
L a f a y e t t e B a y
W e s tArmWestArm
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
E1 E2 E3
G2
F1
G1
F3
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
F2
Page 26 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
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Watersheds
Node FloodingDepths
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0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PM"/"/
GoWX
960
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9709 6 0950
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9 6 0
95 0
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Qover=4 cfsL a k eMinn e t o n k a
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L a k eMinneto n k a
C a r m a nBay
L a f a y e t t eBay
L a f a y e t t e B a y
T o n k a B a y
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
E2 E3 E4
G3
F2
G2
F4
G4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
F3
Page 27 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
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?ØA@
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Parcels
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Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
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> 2 feet
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PM9709
6
0
950940950
9
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940
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6
0
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L a k eMinneto n k a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
E3 E4
G4
F3
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
F4
Page 28 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F1 F2
G2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
G1
Page 29 of 32
A1 A2 A3 A4 A5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PMR
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CB-2263.5 Ac
CB-2221.6 AcCB-2201.7 Ac
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CB-P127.8 Ac
CB-2101.1 Ac
CB-P103.4 Ac
CB-2020.8 Ac
CB-2001.5 Ac
CB-1971.6 Ac
CB-1900.7 Ac
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Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F1 F2 F3
G1 G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
G2
Page 30 of 32
A1 A2 A3 A4 A5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PM"/"/
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940940930 930930940940940930940940940940940930940940940
9
4
0
940930
940930930930 9309309
3
0
930
9 3 0930
930
930930
930930
9
3
0
930
9 3 0
9309309 3 093093012-in12-in18-in
CB-01324.9 Ac
L a k eMinneto n k a L a k eMinneto n k a
L a k eMinneto n k a
L a k eMinneto n k a
L a k eMinn e t o n k a
C a r m a nBay
C a r m a nBayLafa y e t t eBay L a f a y e t t e B a y
T o n k a B a y
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F2 F3 F4
G2 G4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
G3
Page 31 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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Watersheds
Node FloodingDepths
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0 - 1 foot
1-2 feet
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_10-yr.mxdDate Saved: 11/29/2018 5:38:57 PM9 8 0
97 0960
9
6
0
9
5
0 940930970
9
5
0 9409
3
0940930
9509409909 8 0
9 7 0
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950
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9
4
0
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9
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F3 F4
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
November 2018
Legend !I
G4
Page 32 of 32
A1 A2 A3 A4 A5
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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PC-P19283.3 Ac
PC-P0763.8 Ac
PC-05056.3 Ac
PC-05056.3 Ac
PC-P02168.0 Ac
PC-119524.2 Ac
PC-0017.4 Ac
PC-04516.0 Ac
PC-O-02PC-O-01
Q o v e r =4 6 c f s
18-in18-in1 8 -i n 60-in60-in24-in72-inK a t r i n a
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B1
A2
B2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
A1
Page 1 of 32
A1 A2 A3 A4 A5
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C1 C2 C3 C4 C5
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Watersheds
Node FloodingDepths
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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LC-P03
PC-P02
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Q100=209 cfs
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Q100=142 cfs
Q100=94 cfsQ100=24
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Q
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5
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Q100=7 cfsQ
100=40 cfs
Q100=14 cfs
Q100=143 cfs
LC-P038.9 Ac
LC-P0211.2 Ac
LC-P0112.9 Ac
LC-011184.0 Ac
LC-09315.4 Ac
LC-00518.5 Ac
LC-00340.1 Ac
PC-P012209.5 Ac
PC-P012209.5 Ac
PC-0193.0 Ac
PC-P0615.6 Ac
PC-0164.0 Ac
PC-11731.3 Ac
PC-04290.3 Ac
PC-04013.5 Ac
PC-P02168.0 Ac
PC-119524.2 Ac
PC-O-03 30-
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sQ o v e r=2 0 c fs
Qover=270 cfs
Q o v e r =4 5 c f s
L a k e C l a s s e n
K a t r i n a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B2
A1
B1
A3
B3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
A2
Page 2 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
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2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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24-in15-inQ100=6cfsQ100=4 cfsQ100=46cfsQ100=3cfsQ100=15cfsQ100=9 cfs
Q100=3cfsQ100=30cfs
Q100=112cfsQ
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134 cfs
Q100=3 cfsQ100=31cfs
Q100=132 cfsQ100=39 cfs
Q100=5cf
sQ100=118 cfs
Q100=12 cfsQ100=5 cfsQ100=2 cf
sQ100=110cfsQ100=209 cfs
Q 1 0 0 =10 1 c fs
Q100=140 cfs
Q100=20 cfs
Qover=24 cfs
Qover=12cfsLL-P038.1 Ac
LL-2330.6 Ac
LL-P042.8 Ac
LL-P195.8 Ac
LL-P2214.9 Ac LL-P2310.9 Ac
LL-P252.9 Ac
LL-P244.3 Ac
LL-0567.5 Ac
LL-P21103.6 Ac
LL-2181.8 Ac
LL-2260.7 Ac
LL-1667.8 Ac
LL-1645.0 Ac
LL-2233.5 Ac
LL-23173.3 Ac
LL-3093.4 Ac
LL-3110.9 Ac
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LL-0282.2 Ac
LL-0615.8 Ac
LL-3190.9 Ac LL-05 96.4 A c
LL-0577.1 Ac
LL-0534.9 Ac
LL-P3120.8 Ac
LL-3321586.6 Ac
LC-00340.1 Ac
PC-P012209.5 Ac
PC-11413.9 Ac
PC-11731.3 Ac
PC-03453.0 Ac
PC-04290.3 Ac
PC-0363.3 Ac
PC-04328.9 Ac
PC-1163.5 Ac
PC-11512.1 Ac
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D i c k e y 's L a k e
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B3
A2
B2
A4
B4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
A3
Page 3 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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Q 1 0 0 =2 4cfs
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Q100=232
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Q 1 0 0 =1 2 c f sQ100=2 3cfs
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LL-3292162.8 Ac
LL-P20488.7 Ac
LL-P20488.7 Ac
LL-12611.5 Ac
LL-P3353.5 Ac
LL-3353.5 Ac
LL-1278.0 Ac
LL-P244.3 Ac
LL-05 67.5 A c
LL-0615.8 Ac
LL-05 96.4 A c
LL-P3120.8 Ac
LL-P5773.2 Ac
LL-3433.1 Ac
LL-P3931.0 Ac
LL-P057.8 Ac
LL-P559.6 Ac
LL-3411.3 Ac
LL-13320.8 Ac
LL-1386.8 Ac
LL-1394.6 Ac
LL-P3854.3 Ac
LL-1368.9 Ac
LL-14113.8 Ac
LL-P4015.3 Ac
LL-03 11.7 A cLL-P304.1 Ac
LL-P342.8 Ac
LL-0324.3 Ac
LL-P562.4 Ac
LL-13511.3 Ac
LL-33915.2 Ac LL-P3742.9 Ac
LL-3321586.6 Ac
LL-33061.1 Ac
LL-O-02
Q over=24 cfsQ o v e r =1 5 c f s Qover=2 cfs
Q o v e r =8 c f sQover=13 cfsQ o v e r=4 0 c fs
Qover=11 cfs 15-in18-in
1 8 -i n
18-in
15-in
48-in
18-in1 2 -i n24-in24-in18-in48-inW o l s f e l d
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B4
A3
B3
A5
B5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
A4
Page 4 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
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> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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HUNTER DRMooneyLakeDrSPR IN G H ILLR D
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LL-P45
LL-P46
LL-P48
LL-P58
LL-P59
MO-P01
MO-P02
MO-P03
MO-P04
MO-P05
MO-P07
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12-in
4
8
-in
Q100=9cfs
Q100=13cfs
Q 100=25cfsQ100=12cfsQ100=77cfsQ 1 0 0 =7 7 cfsQ100=39 cfsQ100=75 cfsQ 1 0 0 =1 6 c f s
Q100=2 cfs
Q 1 0 0 =62 cf s Q 1 0 0 =5 7 cfsQ100=24 cfsQ1
00
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c
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MO-P036.5 Ac
MO-P0424.5 Ac
LL-3292162.8 Ac
LL-3292162.8 Ac
MO-P0713.7 Ac
MO-06818.8 Ac
LL-0176.0 Ac LL-P109.4 Ac
LL-3561.8 Ac
LL-P6017.5 Ac LL-P112.2 Ac
LL-14526.6 Ac
LL-P5773.2 Ac
LL-P454.3 Ac
LL-P4639.2 Ac
LL-P5889.2 Ac
LL-1432.2 Ac
LL-P591.0 Ac
LL-3572.0 Ac
LL-00110.5 Ac
LL-14421.0 Ac
LL-3493.8 Ac
LL-P3931.0 Ac
LL-14113.8 Ac
LL-P4015.3 Ac LL-P4420.3 Ac
LL-P4812.2 Ac
MO-P0114.7 Ac
LL-O-03
LL-O-10
MO-O-01
MO-O-02
Qover=7 cfs
Qover=68 cfsQover=6 cfs
Qover=30 cfs
Qover=3 cfs
Q o v e r =1 7 c fs
Qover=11 cfs
Qover=14 cfs
15-in18-in
30-in12-in
12-in
12-in12-in
1 5-in
1 8 -in
24-in15-in48-in54-in1 8 -in
2 4 -in
M o o n e yLake
M o o n e y L a k e
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B5
A4
B4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
A5
Page 5 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
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Watersheds
Node FloodingDepths
No Flooding
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> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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Q100=80 cfsQ100=16cfsQ100=88cfsQ 1 0 0 =1 0
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Q100=159 cfsQ100=26 cfs
Q100=113 cfsQ o v e r =1 5cfs
Q o v e r =4 6 c f s
Qover=33 cfsSB-00311.9 Ac
SB-P0130.0 Ac
SB-1026.7 Ac
SB-P0236.6 Ac
SB-P2121.3 Ac
SB-P0346.8 Ac
SB-P203.9 Ac
SB-P0415.1 Ac
SB-08515.4 Ac
SB-10639.9 AcSB-00423.9 Ac
SB-020157.3 Ac
PC-P19283.3 Ac
PC-P169.3 Ac
PC-P1050.0 Ac
PC-1040.8 Ac PC-1050.6 Ac PC-1021.4 Ac
PC-P1140.0 Ac
PC-P1222.6 Ac
PC-02712.5 Ac
PC-P0763.8 Ac
PC-P1415.7 Ac
PC-P1510.0 Ac
PC-0854.0 Ac
PC-0953.3 Ac
PC-07857.4 Ac
PC-05056.3 Ac
PC-11323.8 Ac
PC-1114.7 Ac
PC-1098.3 Ac
PC-P02168.0 Ac
PC-0017.4 Ac
PC-04516.0 Ac
PC-03115.3 Ac
PC-0790.7 Ac
PC-0922.3 Ac
PC-07647.6 Ac
PC-P2064.4 Ac
PC-07214.1 Ac
PC-05114.3 Ac
PC-P139.1 Ac
PC-0832.0 Ac
PC-0688.5 Ac
PC-P056.0 Ac
PC-O-10
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Qover=52 cfsQover=41 cfsQover=13 cfsQ o v e r =3 0 c f s
Qover=75 cfsQover=33 cfs
Qover=57 cfs
Qover=3 cfs
Qover=124 cfsQover=89 cfsQover=15 cfsQ o v e r =8 c f s
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A1 A2
C1
B2
C2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
B1
Page 6 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
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Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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LL-09116.7 Ac
LL-20013.6 Ac
LC-034206.6 Ac
LC-011184.0 Ac
LC-0908.8 Ac
LC-P0422.9 Ac
LC-017100.5 Ac
LC-02314.4 Ac
LC-0825.0 Ac
LC-P1621.4 Ac
LC-0268.4 Ac
LC-02520.1 Ac
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LC-00518.5 Ac
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PC-P046.2 Ac
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PC-P0763.8 Ac
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A1 A2 A3
C2
B1
C1
B3
C3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
B2
Page 7 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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Q100=2cfsQ100=67cfs
Q100=38cf
sQ 1 0 0=26cfs
Q100=26cfsQ100=11cfsQ100=10cfsQ100=20cfsQ 1 0 0 =1 6cfsQ100=67cfsQ100=4cfsQ 1 0 0 =2 3cfs
Q 1 0 0 =1 3 6 c fsQ100=1 cfs
Q100=35cfs Q100=22 cfsQ100=7 cfsQ100=115 cfsQ100=190 cfsQ100=41 cfs Q100=9 cfsQ100=90cfsQ 100=3 7 cfsQ100=20cfsQ100=132 cfsQ
100=106 cfs
Q100=13cfs
Q100=153 cfsQ100=57 cfsQ100=114 cfs
Q
10
0
=
87 cfsQ100=25 cfs
Q100=27 cfs Q100=5cf
sQ100=22 cfs
Q 1 0 0 =6 3cfs Q100=4 cfsQ 100=418 cfsQ
1
0
0
=
1
4
6 cfsQ10
0=4 cfsQ100=56 cfs
Q
1
0
0
=
5 cfs
Q100=69 cfs
Q100=2 cfs
Q100=36 cfs
Q100=4 cfs
Q
100=32
cfs
Q
10
0
=
13 cfs
Q100=96 cfsQ100=175 cfsQ100=230 cfsQ100=457 cfsQ100=118 cfsQ
100=
73 cfs
Q100=36 cfs
Q100=59 cfs
Q100=218 cfs
Q 100=54 cfsQ100=15 cfs
Q100=15cfs Qover=26cfsQover=6cfsQover=11 cfs
Qover=11cfs
Qover=32cfsQ ov er=7 cfs
Qover=62cfs
Q
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1
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Qover=30
cfs
LL-P20488.7 Ac
LL-08715.1 Ac
LL-08612.4 AcLL-0834.3 Ac
LL-P278.9 Ac
LL-08917.0 Ac
LL-26720.8 Ac
LL-19968.4 Ac
LL-P195.8 Ac
LL-1542.2 Ac
LL-P21103.6 Ac
LL-2703.6 Ac
LL-26916.6 Ac
LL-30512.7 Ac
LL-3071.9 Ac
LL-0909.6 Ac
LL-26512.1 Ac
LL-09116.7 Ac
LL-20013.6 Ac
LL-P0619.4 Ac LL-P2916.9 Ac
LL-27226.8 Ac
LL-0453.7 Ac
LL-0742.0 Ac
LL-0760.7 Ac
LL-2094.9 Ac
LL-23173.3 Ac
LL-2361.8 Ac
LL-2415.2 Ac
LL-2446.7 Ac
LL-0675.8 Ac
LL-0711.4 Ac
LL-2340.8 Ac
LL-2204.6 Ac
LL-01 43.2 A c
LL-1803.7 Ac
LL-1711.6 Ac
LL-P167.1 Ac
LL-10113.5 Ac
LL-0577.1 AcLL-0534.9 Ac
LL-1225.0 Ac
LL-1252.6 Ac
LL-1192.1 Ac
LL-1133.0 Ac
LL-1105.9 Ac
LL-0927.0 Ac
LL-1025.7 Ac
SB-32123.4 Ac
LL-P3120.8 Ac
LL-27433.5 Ac
LL-06414.0 Ac
LL-0808.5 Ac LL-07816.9 Ac
LL-1773.3 Ac
LL-1603.3 Ac
LL-1784.7 Ac LL-P2810.4 Ac
LL-08217.8 Ac LL-19111.5 Ac
LL-2963.2 Ac
LL-2958.1 Ac
LL-19612.1 Ac
LL-1949.2 Ac
TL-3044.6 Ac
TL-3156.5 Ac
LC-034206.6 Ac
LC-011184.0 Ac
LC-0908.8 Ac
LC-017100.5 Ac
LC-P1115.7 Ac
LC-00624.6 Ac
LC-00340.1 Ac
TL-P5111.4 Ac
TL-1699.6 Ac
TL-17 12.9 Ac
TL-1792.6 Ac
TL-1800.9 Ac
TL-2984.7 Ac
TL-1831.9 Ac TL-1841.3 Ac
TL-1923.7 Ac
TL-1786.4 Ac TL-P0995.8 AcFR-08817.6 Ac
PC-11731.3 Ac
LL-06 92.1 A c
LL-0701.4 Ac
LL-0433.6 Ac
LL-1763.3 Ac
LL-17 21.5 A c
FR-0831.9 Ac
LL-O-04
LL-O-05
TL-O-01
LL-O-07
TL-O-02
LL-O-0615-in12-in12-in
12-in
30-in
15-in
24-in12-in3
0
-in12-in
15-in
12-in
30-in18-in15-in12-in18-in
12-in
12-in18-in
21.96-in 12-in30-in36-in27-in
15.96-in1 2 -i n 18-in18-in 12-in12-in18-in12-in1
2
-in
18-in
15-in12-in
27-in12-in
24-in15-in12-in15-in24-in
24-in12-in36-in15-in12-in
12-in
1 2 -i n
30-in
1 2 -in
15-in 72-in1 8 -in
30-in
12-in
18-in12-in
27-in36-in18-in30-in
36-in15-in48-in
15-in
30-in18-in36-in12-in48-in 12-in36-in12-in
12-in
30-in
1 8 -in
48-in
12-in
18-in18-in 18-
i
n24-in18-in
30-in
60-in
1 2 -i n
30-in
1 8 -i n30-in42-in24-in
48-in18-in24-in 12-in1 5 -in
54-in1 5 -i n
12-in
60-in12-in42-in12-in54-in15-in
36-in
18-in 24-in21-in
Q
o
v
e
r
=
8
1 cfsQover=46 cfsQover=27 cfs
Qover=11 cfsQover=54 cfsQover=53 cfsQ o v e r=3 7 c fs Qover=2 cfsQ
o
v
e
r
=
9
4 cfs Qover=11 cfsQover=88 cfsQover=29 cfsQover=19 cfs
Qover=131 cfsQover=163 cfs
Qover=29 cfs
Qover=36 cfs
Qover=14 cfs
Q over=51 cfsQover=23 cfsQover=50 cfs Qover=88 cfs
Qover=22 cfs
Q o v e r =1 5 c f s
Q over=9 cfsQover=13 cfs
D i c k e y 'sLake
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A2 A3 A4
C3
B2
C2
B4
C4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
B3
Page 8 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
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!*"Storm ControlStructure
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Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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LL-P31
LL-P32
LL-P35
LL-P36 LL-P37
LL-P41
LL-P51
LL-P55
TL-P01
TL-P05
TL-P17
TL-P20
18-in
Q100=288cfsQ100=16 cfs Q100=26cf
sQ100=45cfsQ100=16 cfs
Q100=227 cfs
Q100=5
c
f
sQ100=1cfsQ100=17 cfs
Q100=150 cfs
Q1
0
0
=
1
4
6
cfs
Q100=56cfsQ100=15cfsQ100=55 cfsQ100=18 cfsQ100=225 cfs
Q100=37 cfsQ100=141 cfsQ100=53 cfsQ100=6 cfs
Q100=225 cfs
Q100=418 cfsQ100=95 cfsQ
100=270 cfs
Q
100=232 cfs
Q100=376 cfs Q100=41 cfsQover=31cfs
Qover=18cfs
LL-P20488.7 Ac
LL-19968.4 Ac
LL-P 5061.5 Ac
LL-P4939.4 Ac
LL-P5124.7 Ac
TL-P0545.3 Ac
SB-32123.4 Ac
LL-P3120.8 Ac
LL-P0 57.8 Ac
LL-P559.6 Ac
LL-P418.9 Ac
LL-14113.8 Ac
TL-P2037.7 Ac
TL-0472.1 Ac
LL-27433.5 Ac
LL-2146.3 Ac
LL-0311.7 AcLL-P304.1 Ac
LL-P322.9 Ac
LL-3231.8 Ac
LL-0324.3 Ac
LL-33915.2 Ac
LL-P3742.9 Ac
LL-3256.3 Ac
LL-06414.0 Ac
TL-3063.5 AcTL-P1717.8 Ac
TL-21215.8 AcTL-P1810.9 Ac
TL-P018.3 Ac
TL-P11115.6 Ac
LL-O-08Qover=29 cfsQover=66 cfs
Qover=38 cfsQover=30 cfsQover=22 cfs
24-in15-in24-
i
n24-in15-in48-in
24-in15-in48-in
24-in48-in72-in24-in24-in
60-in
36-in36-in27-in36-in27-in24-in72-in29.04-in27-in
15-in
24-in
L o n g L a k e
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A3 A4 A5
C4
B3
C3
B5
C5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
B4
Page 9 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
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!5 Storm Manhole
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!*"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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9 7 0 960970 9609 6 0
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OLDLONGLAKERD SPRINGHILLRDFERNDALE RD NWakefieldRdCHEVYCHASEDRHA-P01
LL-P07
LL-P09
LL-P10
LL-P11
LL-P12
LL-P13
LL-P14
LL-P15
LL-P41
LL-P42
LL-P48
LL-P49
LL-P50
LL-P52
MO-P05
PL-P03
PL-P04
PL-P05
PL-P08
PL-P09
PL-P65
12-in
12-in
12-in
12-in
12-in1 2 -in
24-in
1
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n
24-in
15-in24-in12-inQ100=3cfsQ
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cfsQ100=80 cfsQ100=18 cfsQ100=57cfsQ100=83 cfsQ100=24 cfs
Q100=54cfsQ100=42 cfsQ100=17 cfsQ100=55 cfsQ100=95 cfsQ100=79 cfsQ100=92 cfs
Q100=32 cfs
Q 100=10 cfsQ100=12 cfs
Q1
0
0
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0
5
c
f
s
Q100=64 cfs
Q100=60 cfsQ100=26 cfsQ100=12 cfs
Q100=6 cfs
Q100=1 cfs
Q100=159 cfs
Q100=54 cf
sQ100=61 cfsQ
1
0
0
=
1
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Q100=15 cfs
Q100=100 cfs
Qover=4 cfs
Qover=2 cfsQover=13 cfsQover=20cfsVOID415.1 Ac
MO-1567.5 Ac HA-0031.4 Ac
VOID7.7 Ac
MO-P054.4 Ac
MO-P036.5 Ac
MO-P0424.5 Ac
LL-P20488.7 Ac
LL-P1520.1 Ac
LL-P1417.2 Ac
LL-0176.0 Ac
LL-P123.3 Ac
LL-P109.4 Ac
LL-P0922.1 Ac
LL-P134.9 Ac
LL-P5226.5 Ac
LL-P5061.5 Ac
LL-P4939.4 Ac
LL-P5124.7 Ac
LL-00912.3 Ac
LL-P5498.2 Ac
LL-P6017.5 Ac
LL -P112.2 Ac
LL-14526.6 Ac
LL-3547.5 Ac
LL-P0747.7 Ac
LL-P424.7 Ac
LL-P418.9 Ac
LL-14113.8 Ac
LL-P4015.3 Ac
LL-P4812.2 Ac
HA-0220.7 Ac
HA-0102.3 Ac
HA-00119.7 Ac
HA-P0126.4 Ac
HA-0537.5 Ac
HA-0544.2 Ac
HA-0396.4 Ac
HA-0241.1 Ac
PL-16687.3 Ac
PL-P1116.2 Ac
PL-06313.0 Ac
PL-P0936.9 Ac
PL-P6527.4 Ac
PL-P033.0 Ac
PL-P046.8 Ac
PL-P0529.8 Ac
PL-P0810.0 Ac
PL-P0624.0 Ac
HA-0020.8 Ac
LL-P5311.5 Ac
HA-O-01
HA-O-02
LL-O-10
LL-O-09
HA-O-03
12-in
12-in
12-in12-in24-in
12-in
2 4 -i n
12-in12
-
i
n24-in18-in12-in
1 2 -in
12-in
1
2-in
12-in
12-in
60-in
12-in
12-in24-in
36-in
12-in24-in4
8
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12-in12-in12-in24-in24-in12-i
n24-in
12-in 24-in24-in12-in15-in24-in18-in24-in24-in24-in24-in18-in36-inQover=59 cfsQover=56 cfs
Qover=31 cfs Qover=25 cfsQover=36 cf
sH a d l e yLake
L o n gLake
L y d i a r dLake
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A4 A5
C5
B4
C4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
B5
Page 10 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
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Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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SB-P09
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2 4 -in
15-in12-in 36-in12-in12-in24-in
12-in
Q100=8cf
sQ100=29cfsQ100=8cfs
Q100=110 cfs
Q 1 0 0 =2 3cfs
Q100=9 cfs
Q100=47cfs
Q100=11 cfsQ100=52cfsQ100=38 cfsQ100=77 cfsQ100=36 cfs
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Q100=9 cfsQ100=55 cfs
Q
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Q 1 0 0 =3 8 c f s
Q100=65 cfs
Q 1 0 0 =4 0 c fsQ100=127 cfsQ100=15cfsQ100=5 cfsQ100=124 cfsQ100=53 cfs
Q
100=15 cfs
Q100=95 cfs
Q100=29cfsQ100=39cfs
Q 1 0 0 =3 6 c f s Q100=71 cfsQ 1 0 0 =3 2 c f s
Q100=105 cfs
Q 1 0 0 =4 2 c fs
Q
1
0
0
=
1
6
7 cfs
Q100=136 cfs
Q 1 0 0 =7 4 cfs Q100=221 cfsQ 1 0 0 =5 cfsQ100=3 cfsQ100=900 cfsQ100=146 cfsQ100=5 cfsQ100=29 cfs
Q100=232 cfs
Q100=4 cfs
Q 1 0 0 =6 c f s
Q
10
0
=
29 cfs
Q100=590 cfsQ100=285 cfs
Qover=27 cfsQover=11 cfs
Qover=4 cfs
SB-075279.8 Ac
SB-P203.9 Ac
SB-P0415.1 Ac
SB-0215.7 Ac
SB-10639.9 Ac
SB-P074.5 Ac
SB-01122.3 Ac
SB-00423.9 Ac
SB-020157.3 Ac
SB-P064.7 Ac
SB-0327.6 Ac
SB-P098.6 Ac
SB-0272.5 Ac
SB-0076.6 Ac
SB-0332.4 Ac
SB-0351.0 Ac
FL-00114.5 Ac
FL-P0124.2 Ac
FL-0045.7 Ac
FL-P07316.2 Ac
FL-0323.7 Ac
FL-0994.7 Ac
FL-00623.0 Ac
FL-04115.0 Ac
FL-P0226.3 Ac
FL-P0328.7 AcFL-0167.9 Ac
FL-00813.9 Ac
FL-0121.3 AcFL-0142.1 Ac
FL-P043.0 Ac
FL-0173.1 Ac
PC-0295.3 Ac
PC-07647.6 Ac PC-0666.1 Ac
PC-0586.4 Ac
PC-0565.1 AcPC-0255.4 Ac
PC-0600.9 Ac
PC-1073.8 Ac
PC-P2064.4 Ac
NA-065469.1 Ac
NA-0703.2 Ac
NA-06837.3 Ac
NA-P026.1 Ac
NA-P0714.5 Ac
NA-06267.3 Ac
NA-06775.4 Ac
NA-0441.2 Ac
NA-0423.3 Ac
NA-0432.0 Ac
NA-P0510.6 Ac
NA-0451.6 Ac
NA-0531.6 Ac
NA-0471.1 Ac
NA-0501.6 Ac
NA-0570.8 Ac
NA-0593.7 Ac
NA-0565.1 Ac
NA-0731.0 Ac
NA-P012.2 Ac
NA-O-01
NA-O-02
PC-O-13
Q o v e r=9 cfsQover=5 cfsQover=3 cfsQover
=7 cf
sQover=13 cfsQover=30 cfsQover=1 cfsQover=94 cfsQover=116 cfsQover=19 cfs
Q
o
v
e
r
=
2
8
cfs
Qover=24 cfs Qover=30 cfsQover=73 cfs
Q ov er=54 cfs
Qover=44 cfs
Qover=26 cfs
Qover=64 cfsQover=58 cfsQ over=34 cfsQover=29 cfs
Qover=44 cfs
Qo
v
e
r
=
8
5
c
f
s
Q o v e r=3 5 c fs
15-in1 8 -in
12-in15-i
n12-in
18-in2 4 -in15-in15-in15-in 30-in1 8 -in
15-in
15-in
24-in1 8 -i n
12-in
1
2
-i
n
12-in24-in1
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12-in24-in
24-in
1
8-in
15-in18-in
24-in
18-in
18-in 15-in18-in1 8 -i n
24-in
15-in24-in24-in24-in
24-in
1 8 -i n
24-in 6-inS t u b b sBay
N o r t h A r m
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B1 B2
D1
C2
D2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
C1
Page 11 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
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Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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1040
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970
1 0 5 0
10109 9 0
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940 1040103010201010100010201010100099010009901010
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BAYSIDE RD
EILEEN ST Wear LaEastlake St
SussexLaLillian L n
BEDERWOODDRFox St
RidgewoodCir
Somerset La
Christine Dr
TONKA AVEKintyreLa
WEARLANCRESTVIEW AVEHIGHLA CrystalCreekRdWATERTOWNRD
STUBBS BAY RD SLUCE LINE TR CYGNETPLSussex Rd
OxfordRdGr
a
h
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mHillRdLEAF STFR-P20
LC-P07
LC-P09
LC-P10
LC-P11
LC-P12
LC-P13
LC-P14
LC-P15
LC-P17
LC-P18
LC-P19
LC-P20
LL-P61
MB-P01
MB-P02
SB-P05
SB-P10SB-P12
SB-P13
SB-P14
SB-P15
SB-P17
SB-P19
15-in12-in12-in
12-in12-in1
2
-in
1
5-in
18-in15-in24-inQ100=14 cfs
Q100=76cfsQ100=102 cfsQ100=67 cfs
Q100=154cfsQ100=238cfsQ 1 0 0 =9cfs
Q100=15cfsQ100=11cfsQ
100=4
cfsQ100=161 cfsQ100=5cfs
Q100=882 cfs
Q100=81cfsQ100=22cfsQ100=56cfsQ100=6 cfs
Q100=900cfs
Q 1 0 0 =2 4cfs
Q100=14 cfs
Q100=40cfs
Q
100=171 cfs
Q 100=85 cfsQ100=85 cfsQ100=4cfs
Q100=29 cfs
Q 1 0 0 =8
cfsQ 1 0 0 =3 7 c fs
Q100=49cfsQ100=13 cfsQ100=51 cfs
Q 1 00=2 6 5cfsQ100=33 cf
sQ100=188 cfsQ100=29 cfsQ 1 0 0=2 2 1
cfsQ100=33 cfsQ100=73 cfsQ 100=46 cfsQ100=35 cfsQ100=70 cfsQ100=478 cfsQ100=397 cfsQ100=61 cfsQ1
0
0
=
1
4
cf
s Q100=9 cfsQ100=10 cfsQ100=15 cf
sQ100=19 cfs
Q100=11cfs Q100=172 cfsQ100=182 cfsQ100=174 cf
sQ 1 0 0 =16 7 cfsQ100=204 cfs
Q100=79 cfs
Q 1 0 0 =3 3 c fs
Q100=122 cfs
Q100=77 cfsQ100=47 cfsQover=16 cfsQover=10cfsQover=41cfs
Qover=10cfsQover=5cfs
Qover=51 cfsQover=19 cfsQ
o
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2
8
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Q
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LC-034206.6 Ac
LC-0268.4 Ac
LC-0296.6 Ac
LC-P0717.6 Ac
LC-P1415.8 Ac
LC-P199.1 Ac
LC-P0916.9 Ac
LC-0327.0 Ac
LC-P176.5 Ac
LC-P1115.7 Ac
LC-0863.9 Ac
LC-P109.8 Ac
LC-0843.3 Ac
LC -07 71.4 A c
LC-P187.7 Ac
LC-05711.2 Ac
LC-0754.1 Ac
LC-06113.7 Ac
LC-0539.7 Ac
LC-P136.7 Ac
LC-04916.2 Ac
LC-0716.4 Ac
LC-0457.8 Ac
LC-0731.3 Ac
LC-P126.9 Ac
LC-1105.1 Ac
LC-03910.2 Ac
LC-0363.0 Ac
LC-10313.7 Ac
LC-1051.5 Ac
LC-0412.3 Ac
LC-0439.3 Ac
LC-0677.8 Ac
LC-0695.7 Ac
LC-P159.6 Ac
LC-1084.9 AcSB-0891.6 Ac
FR-P 278.9 Ac
FR-P039.0 Ac
FR-06421.6 Ac
FR-P3415.1 Ac
FR-P2011.5 Ac
SB-2832.6 Ac
SB-2845.9 Ac
FR-02415.4 Ac
FR-1063.1 Ac
FR-P199.4 Ac
FR-P305.0 Ac
FR-P333.5 Ac
SB-075279.8 Ac
SB-P1914.5 Ac
SB-P2121.3 Ac
SB-P1217.2 Ac
SB-10639.9 Ac SB-08110.2 Ac
SB-02216.7 Ac
SB-0535.7 Ac
SB-P112.8 AcSB-P101.5 Ac
SB-P139.9 Ac
SB-05710.8 Ac
SB-04917.8 Ac
SB-0476.0 Ac
SB-0511.4 A c
SB-020157.3 Ac
SB-0397.3 Ac SB-0411.6 Ac
SB-0442.4 Ac
SB-0351.0 Ac
SB-0646.6 Ac
SB-P158.6 Ac
SB-P1410.3 Ac
MB-P018.9 Ac MB-P029.4 Ac
SB-0671.2 Ac
SB-0693.5 Ac
SB-1044.6 Ac
SB-0971.6 Ac
SB-0823.8 Ac
SB-O-05 SB-O-06
SB-O-08
SB-O-11
LC-O-10
SB-O-10
SB-O-09
SB-O-02
FR-O-01
SB-O-04
LC-O-08
LC-O-04
LC-O-09
LC-O-06
LC-O-05
18-in18-in1 2 -in
1 2 -in
2 4 -i n12-in1
8
-in15-in15-in12-in12-in12-in
12-in12-in1 2 -i n
12-in
48-in21-in 12-in2 4 -in 12-in18-in
15-in12-in
15-in
15-in12-in12-
i
n15-in12-in12-in15-in48-in12-in 15-in18-in12-in12-in18-in36-in 36-in15-in24-in 12-in12-in
15-in24-in15-in15-in24-in36-in
15-in
12-in
4 8 -in
48-in12-in
18-in
15-in4
8-
i
n18-in15-in12-in
12-in
2 4 -in
15-in
Qover=12 cfsQover=25 cfsQ o v e r=3 5 c f s
Qover=76 cfsQover=26 cfsQ o v e r =2 7 c f s
Qover=58 cfs
Q over=87 cfsQover=107 cfs
Q o v e r=1 4 c fsQover=70 cfsQover=78 cfsQover=19 cfsQover=21 cfs
Qover=54 cfsQover=13 cfsQover=43 cfsQover=58 cf
sQover=115 cfsQover=8 cfsQover=55 cfs
Qover=74 cfsQover=65 cfsQover=4 cfsQover=159 cfsQover=53 cfsQover=5 cfsQover=180 cfsQover=23 cfsQover=64 cfs
Qo
v
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=
5
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c
f
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Qover=94 cfs
Q o v e r =3 2 c fs
Q o v e r=2 0 c fsQover=32 cfsQ
over=79 cfs
M i l l sPond
S t u b b s B a y
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B1 B2 B3
D2
C1
D1
C3
D3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
C2
Page 12 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
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!*"Storm ControlStructure
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Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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L U C E L IN E T R
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FR-P26
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FR-P32
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Q100=145cfs Q100=19 cfsQ100=9cfsQ100=33 cfsQ100=15cfsQ100=32 cfsQ 1 0 0 =1 8c fs
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Q100=14cfs
Q
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Q100=86 cfsQ100=29cfsQ100=5cfsQ100=77cfsQ100=33 cfs
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Q100=17cfs
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Q100=154cfs
Q100=28 cfs Q100=115 cfsQ100=26 cfsQ1
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LC-0843.3 Ac
LC-0363.0 Ac
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TL-1951.9 Ac
TL-1872.5 Ac
TL-1712.9 Ac
TL-1792.6 Ac TL-2984.7 Ac
TL-3005.0 Ac
TL-19 23.7 A c TL-1786.4 Ac
TL-17623.6 Ac
TL-0226.8 Ac
TL-P0995.8 Ac
TL-P0416.7 Ac
TL-P11115.6 Ac
TL-P1261.1 Ac
TL-0062.8 Ac
TL-2197.2 Ac
TL-2166.7 Ac
TL-P0210.7 Ac
TL-P0616.3 Ac
TL-2227.4 Ac TL-2202.6 Ac
TL-P19129.2 Ac
TL-P2210.3 Ac
TL-1994.5 Ac
TL-0437.5 Ac TL-2022.5 Ac
TL-2972.6 Ac
TL-1851.6 Ac
TL-2182.1 Ac
FR-P25121.5 Ac
FR-0855.8 Ac
FR-P278.9 Ac
FR-08817.6 Ac
FR-1181.9 Ac
FR-P039.0 Ac
FR-06421.6 Ac
FR-P3415.1 Ac
FR-02415.4 Ac
FR-1063.1 Ac
FR-P353.3 Ac
FR-P199.4 Ac
FR-P305.0 Ac
FR-P296.8 Ac
FR-P265.4 Ac
FR-0506.5 Ac
FR-P284.6 Ac
FR-0564.4 Ac
FR-0271.2 Ac
FR-0105.6 Ac
FR-P235.0 Ac
FR-05210.0 Ac
FR-0484.5 Ac
FR-P077.8 AcFR-P0912.3 Ac
FR-P3712.0 Ac
FR-P023.7 Ac
FR-0803.0 Ac
FR-0139.4 Ac
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FR-06614.4 Ac
FR-01211.2 Ac
FR-P0622.6 Ac
FR-01121.0 Ac
FR-P0819.3 Ac
FR-1265.6 Ac
FR-0680.8 Ac
FR-1081.0 Ac
FR-0291.1 Ac
FR-P333.5 Ac
FR-1007.7 AcFR-0471.3 Ac
FR-09712.0 Ac
FR-0925.3 Ac
FR-0586.7 Ac
FR-P053.5 Ac FR-0605.8 Ac
FR-12316.7 Ac
FR-0831.9 Ac
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FR-O-06
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Qover=30 cfsQover=15 cfs0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B2 B3 B4
D3
C2
D2
C4
D4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
C3
Page 13 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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E1 E2 E3 E4
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Watersheds
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2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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10
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TL-3063.5 Ac
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TL-P1413.5 Ac
TL-P1614.1 Ac
TL-P1515.0 Ac
TL-P1315.3 Ac
TL-P1717.8 AcTL-21215.8 Ac
TL-P1810.9 Ac
TL-P3822.5 Ac
TL-P0416.7 Ac
TL-P11115.6 Ac
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TL-0607.7 Ac
TL-P3315.6 Ac
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TL-P3124.2 Ac
TL-P3215.8 Ac
TL-P1261.1 AcTL-2197.2 Ac
TL-P0210.7 Ac
TL-P0616.3 Ac
TL-P2210.3 Ac
TL-0042.5 Ac
TL-0363.7 Ac
TL-2531.7 Ac
TL-2558.8 Ac
TL-2022.5 Ac
TL-2182.1 Ac
BB-P0667.0 Ac
BB-P117.5 Ac
BB-P128.2 Ac
BB-P1336.0 Ac
BB-P0810.9 Ac
BB-P0923.1 Ac
BB-P1016.1 Ac
BB-P0318.4 Ac
BB-P171.7 Ac
BB-P0721.2 Ac
BB-P057.9 Ac
BB-P0223.0 Ac
BB-P0113.9 Ac
BB-00128.0 Ac
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BB-P0416.5 Ac
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0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B3 B4 B5
D4
C3
D3
C5
D5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
C4
Page 14 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
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2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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HA-P022.3 Ac
HA-0537.5 Ac
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PL-16687.3 Ac
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PL-P0710.3 Ac
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Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B4 B5
D5
C4
D4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
C5
Page 15 of 32
A1 A2 A3 A4 A5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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Q 1 0 0 =2 2 3 c f sQover=34cf
sQ o v e r=9 cfsQover=3 cfsQ over=13 cfsQover=39cfsQover=31cfsQover=27 cfsQover=53cfsQ over=4cfs
Qover=24 cfs
Qover=22 cfsQ
over=31 cfs
Qover=42cfsS B -0 7 5279.8 A c
F L -09 0201.8 A c
F L -P 07316.2 A c
FL -0 3 23.7 A c
F L -P 0226.3 A c F L -P 0328.7 A c
F L -08 45.4 A c
F L -08 626.4 A c
F L -0 2 31.5 A c
F L -01 87.3 A c
F L -01 67.9 A c
FL -0 0813.9 A c
F L -02 84.5 A c
F L -P 043.0 A c
F L -03 93.6 A c
F L -01 73.1 A c
F L -02 53.6 A c
F L -04 44.5 A c
F L -08 218.9 A c
F L -04 09.0 A c
F L -P 0520.3 A c
F L -P 0831.7 A c
F L -P 0935.1 A c
F L -09 29.4 A c
FL-0 741.4 A c
F L -07 51.9 A c
F L -07 23.0 A c
FL-1021.0 A c
F L -07 836.1 A c F L -10 03.9 A c
F L -05 95.6 A c
F L -05 63.5 A c
F L -05 33.5 A c
F L -03 07.6 A c
FL-0882.4 Ac
F L -04 84.2 A c
F L -09 54.9 A c
WA -0 0 412.1 A c
WA -0 0 93.1 A c
WA -0 113.6 A c W A -01 52.6 A c
N A -0 6 5469.1 A c
N A -P 0 62.7 A c
N A -0 4 23.3 A c
N A -0 3 74.6 A c
N A -P 0 510.6 A c
N A -0 3 92.5 A c
N A -0 8 05.3 A c
N A -0 0 76.0 A c
N A -0 114.0 A c
N A -0 1 32.4 A cNA-0 0 93.5 A c
N A -0 0 49.2 A c
N A -0 5 65.1 A c
F L -07 15.3 A c
F L -09 82.6 A c
FL -0461.5 A c
FL-O-03
NA-O-03
FL-O-02
WA-O-01
FL-O-01
Q o v e r =1 7 c fsQover=24 cfsQover=9 cfs Qover=31 cfsQov
e
r
=37
c
f
sQover=30 cfsQover=31 cfs
Q
over=34 cfs
Qover=4 cfs
Qover=65 cfsQover=19 cfsQ o v e r =1 3 0 c f s
Q o v e r =3 9 c f s
Q o v e r=3 9 c fs
Q o v e r =3 5 c f s
Q over=33 cfsQover=75 cfsQover=35 cfsQover=40 cfsQover=13 cfsQover=23 cfs12-in18-i
n2 4 -in
18-in 12-in1 2 -in18-in12-in15-in12-in12-in12-in
15-in12-in24-in24-i
n12-in12-in
24-in
21-in15-in
21-in
18-in12-in24-in12-in15-
i
n12-in1 8-in 24-in24-in
24-in21-in
18-in
15-in12-in2 4 -i n
21-in
15-in
48-in
2 4 -i n
2 1 -in
24-in15-in21-in18-in
18-in18-in21-in
18-in24-in18-in15-in
1 8 -in
18-in15-in 15-inF o r e s t L a k e
S t u b b s B a y
N o r t h A r m
W e s t A r m
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C1 C2
E1
D2
E2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
D1
Page 16 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
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!*"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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T
ONKAWARDFox St
PartenwoodRdFARVIEW LAMB-P02
MB-P03
MB-P04
SB-P16SB-P17
SB-P18 12-inQ100=24 cfs
Q100=9cfsQ100=62cfs
Q100=5cfs
Q100=154cfs
Q100=24cf
sQ 1 0 0 =3 1cfs Q100=11cfsQ 1 0 0 =5 6cfs
Q100=28cfs
Q1
0
0
=
1
5
c
f
s
Q
100=
25
cfs
Q100=58 cfs
Q 1 0 0 =1 7
c fs
Q100=37 cfs
Q100=4 cfsQ100=4 cfsQ100=11 cfs
Q 100=28cfsQ100=107 cfsQover=16cfsFR-P199.4 Ac FR-P305.0 Ac
FR -07 24.2 A c
SB-075279.8 Ac
SB-0723.6 AcSB-P187.0 Ac
SB-0646.6 Ac
SB-P162.5 Ac
SB-P158.6 Ac
SB-P1410.3 Ac
SB-0761.1 Ac
SB-0863.4 Ac
CY-P039.2 Ac
CY-P049.0 Ac
NA-065469.1 Ac
NA-P 062.7 Ac
NA-0305.0 Ac
NA-0341.7 Ac
NA-0324.3 Ac
MB-0102.4 Ac
MB-016463.9 Ac
MB-P018.9 Ac MB-P029.4 Ac
MB-0217.4 Ac
MB-0116.6 Ac
MB-0066.0 Ac
MB-P033.6 Ac
MB-03416.9 Ac
MB-P0417.5 Ac
MB-P0617.3 Ac
MB-0372.4 AcMB-0172.5 Ac
SB-O-04
MB-O-01
Q o v e r =2 0 c f s
Q o v e r =2 5 c f s Qover=45 cfsQover=13 cfsQover=54 cfs
Qover=2 cfsQover=30 cfsQ o v e r=3 9 c fs12-in
1 2 -i n 24-in15-in15-in12-in15-in15-in15-in12-in
12-in1
5-in
1 2 -in
15-in18-in
15-in12-inS t u b b s B a y
M a x w e l l B a y
N o r t h A r m
L a k eMinn e t o n k a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C1 C2 C3
E2
D1
E1
D3
E3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
D2
Page 17 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
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Watersheds
Node FloodingDepths
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0 - 1 foot
1-2 feet
> 2 feet
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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BROWN RD SFrenchCreekDrFrenc h CreekCir CarriageLaGander RdARBOR STLAKEVIEW
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CY-P03CY-P04
FR-P11
FR-P12
FR-P13
FR-P14
FR-P15
FR-P16
FR-P18
FR-P21
FR-P22
FR-P25
FR-P30
FR-P31
MB-P06
MB-P07
TL-P22
TL-P24
TL-P25
TL-P26
TL-P28
TL-P29
TL-P30
48-in15-in18-in
Q 1 0 0 =3 c fs
Q 100=7cfs
Q100=89cfsQ100=18 cfs
Q100=26
cfsQ100=88cf
sQ100=45 cfsQ100=37cfs
Q100=38cfs
Q100=10 cfsQ100=49cfsQ100=7 cfsQ100=77 cfsQ100=66cfsQ100=26cfsQ100=283 cfs
Q 10 0=6 c f sQ100=31 cfsQ 1 0 0=41cfs
Q100=31cf
sQ 1 00=3 7 cfsQ100=20 cf
sQ
10
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=
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Q100=4 cfsQ100=5 cfs Q100=4 cfsQ100=154cfs
Q100=96cf
sQ100=30 cfs
Q100=11 cfsQ100=110 cfsQ
100=141
cfs
Q100=1 cfs
Q100=241 cfs
Q100=298 cfs
Q100=9 cfsQ100=85 cfsQ100=199 cf
sQ100=41 cfsQ100=5 cfsQ100=18 cfsQ100=10 cfs
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Q 100=1 cfsQ100=7 cfs
Q100=6 cfsQ100=2 cfsQ100=116 cfs
Q100=49 cfsQ100=34 cfsQ100=7 cfs
Q100=28 cfs
Q100=124 cfsQover=17cfsQ o v er=4cfs Qover=15cfsTL-P0616.3 A c
T L -P 19129.2 A c
T L -06 811.0 A c
T L -23 82.3 A cTL-P 2514.0 A c
T L -01 83.5 A c
T L -23 944.1 A c
T L -P 287.5 A c
T L -P 307.0 A c
TL -2 471.2 A c
TL -2 4 82.1 A c
T L -24 611.5 A c
T L -P 2923.7 A c
T L -P 2613.0 A c
T L -03 15.4 A c
T L -P 2210.3 A c
T L -07 1114.0 A c
T L -P 0 33.3 A c
F R -P 2 5121.5 A c
FR -P 1 99.4 A c
F R-P3 05.0 Ac
F R-0724.2 A c
F R -P2 96.8 A c F R-P3 712.0 A cFR-0803.0 A c
F R-03319.5 A c
F R -P1112.0 A c
F R -P1 311.0 A c
F R -P1 26.0 A c
F R-0775.7 Ac
F R -P 1 818.4 A cFR-P 2 210.6 A c
F R -P 3 16.3 A c
F R -P 2 4186.4 A c
F R -P 1 516.8 A c
FR-1140.7 Ac
F R-0139.4 A c F R-0304.3 A c
F R -P 0 622.6 A c
F R-0021.5 A c
F R-03815.9 A c
F R-0045.5 A c
F R -0 4 23.6 A c
F R-1213.7 A c
F R -P0 12.8 A c
F R-0174.3 A c
F R-0465.6 A c
F R -P 1 63.0 A c
C Y-P 0 39.2 A c
C Y-P 0 49.0 A c
S B -2 5 84.8 A c
S B -2 6 110.5 A c
M B -0 1 6463.9 A c
MB-P 029.4 A c
M B -0 2 17.4 A c
M B -0 191.2 A c
M B-P0 73.4 A c
M B-P0 617.3 A c
MB-0320.8 Ac
M B -0 2 92.1 A c
M B -0 2 73.7 A c
F R-12316.7 A c
F R-15620.4 A c
F R-0372.2 A c
TL-2 320.9 Ac
TL -2 3 03.5 A c
T L -24 23.8 A c
T L -24 31.5 A c
FR-O-08
FR-O-07
FR-O-09Qover=80 cfsQover
=144
c
f
s
Qover=12 cfs
Qover=6 cfs
Q o v e r =2 5 c fsQover=20 cfsQover=41 cfs
Q o v er=1 3 c fs Qover=17 cfsQ
over=17 cfs
Q o v e r =1 0 c f s
Qover=12 cfsQover=17 cfsQover=6 cfs Qover=30 cfsQover=101 cfsQover=50 cfsQover
=6 cf
sQ o v e r =2 5 c fsQover=62 cfsQover=9 cfs
Qover=3 cfs
12-in24-in15-in18-i
n1 2 -in28.8-in12-in48-in12-i n
12-in24-
i
n18-in1 2 -in
1 2 -i n15-in12-in18-in12-i
n18-in
15-in
30-in24-in1 5 -in
18-in
24-in
15-in
15-in12-in18-in18-in15-in18-i
n1 8 -i n
15-in15-in12-in
1 2 -i n
18-in
15-in 12-in12-in12-in12-in12-in15-in24-in
18-in36-in12-in15-in18-i
n8.004-in
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n12-in
12-in
12-in
12-in
F r e n c h L a k e
S m i t hBay
M a x w e l lBay
L a k e M i n n e t o n k a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C2 C3 C4
E3
D2
E2
D4
E4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
D3
Page 18 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
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Watersheds
Node FloodingDepths
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0 - 1 foot
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> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMRR
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ORONOORCHARDRDSShoreline DrORONO LA
FerndaleRdW
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TAGELABB-P10BB-P13
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TL-P03
TL-P29
18-in 12-inQ100=10cfsQ100=9cfsQ100=21cfsQ100=15cfsQ100=6cf
sQ100=17cfs
Q100=26cfsQ 100=7cfsQ100=20cfs
Q100=41cfsQ 1 0 0 =8 c f s
Q 1 0 0 =2 7 9
c f s
Q100=21 cfsQ100=6 cfsQ100=26 cfsQ100=21 cfsQ100=391 cf
sQ1
0
0
=
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7
c
f
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Q 1 00 =3 9 cfsQ100=127 cf
sQ100=806 cfs
TL-P2393.9 Ac
TL-P3215.8 Ac
TL-P0616.3 Ac
TL-P287.5 Ac
TL-P2923.7 Ac
TL-P 2613.0 Ac
TL-0315.4 Ac
TL-P2210.3 Ac
TL-0025.9 Ac
TL-071114.0 Ac
TL-P033.3 Ac
SB-2569.6 Ac
SB-10838.4 Ac
SB-2573.7 AcSB-2584.8 Ac
BB-P1423.3 AcBB-P154.6 Ac
BB-0363.0 Ac
BB-P188.6 Ac
BB-P1336.0 Ac BB-P1016.1 Ac
BB-0406.3 Ac
VOID8.9 Ac
BB-P165.9 Ac
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15.96-in30-in 18-in15-in12-in
1 8 -i n12-in12-in 24-in48-in
12-in
9.996-in
30-in
Qover=39 cfs
Qover=27 cfs
F e r n d a l eMarsh
T a n a g e r L a k e
S m i t h B a y
B r o w n s B a y
L a k eMinneto n k a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C3 C4 C5
E4
D3
E3
D5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
D4
Page 19 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
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Node FloodingDepths
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0 - 1 foot
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PM%9%9 10009909809709609 7 0960950
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SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
D5
Page 20 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
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1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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WEBB STHIGHWOOD LAMAPLE PLF A G E R N E S S P O INTRDVINE PLMINNIE AVECHERRYPLH I G HW OODRDRestPointRd C H E R RY AVENORTHARMDRPARKDRRESTPOINTCIR
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WA-04030.1 Ac
WA-02511.9 Ac
WA-00412.1 Ac WA-0093.1 Ac
WA-0113.6 Ac
WA-0131.2 Ac
WA-0152.6 Ac
WA-0212.1 Ac
WA-0182.6 Ac
WA-P014.2 Ac WA-0292.4 Ac
WA-0341.9 Ac
WA-0362.0 Ac
WA-0382.3 Ac
NA-065469.1 Ac
NA-P036.8 Ac
NA-0191.0 Ac NA-0231.7 Ac
NA-0226.3 Ac
NA-0179.2 Ac
NA-07813.0 Ac
NA-0811.6 Ac
NA-0805.3 Ac
NA-0132.4 AcNA-0093.5 Ac
WA-0201.1 Ac
WA-0270.9 Ac
NA-O-04
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WA-O-01
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W e s t A r m
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
D1 D2
F1
E2
F2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
E1
Page 21 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
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E1 E2 E3 E4
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1 - 2
2 - 3
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMRR
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CY-0231.8 Ac
CY-0291.9 Ac
CY-0322.7 Ac
CY-0331.6 Ac
CY-P026.7 Ac
CY-0493.3 Ac CY-0026.1 Ac
CY-0551.8 AcCY-0510.9 Ac
NA-065469.1 Ac
NA-P036.8 Ac
NA-0231.7 Ac
NA-0226.3 Ac
MB-016463.9 Ac
WA-0432.8 Ac
CY-0271.7 Ac CY-0373.0 Ac
CY-0415.0 Ac
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Source: City of Orono, Hennepin County, MnDNR, MnDOT,
D1 D2 D3
F2
E1
F1
E3
F3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
E2
Page 22 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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D2 D3 D4
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F4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
E3
Page 23 of 32
A1 A2 A3 A4 A5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PM"/%9%9%9
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D3 D4 D5
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SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
E4
Page 24 of 32
A1 A2 A3 A4 A5
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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SURFACE WATERMANAGEMENTPLAN
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100-YEAREXISTING CONDITION
November 2018
Legend !I
F1
Page 25 of 32
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Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
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Q 1 0 0 =25 cf s
Q100=59 cfsQ100=189cfsQ100=46 cfs
Q100=88 cfsQover=4 cfsQover=5 cfsQover=1cfsQ over=9cfsQover=31 cfsQover=25cfsQover=3cfsQover=54cfsQover=56cfsQover=25cfs
Qover=26cfs
Qover=23cfsLF-02147.7 Ac
CB-01324.9 Ac
CY-P0130.7 Ac
WA-P0226.4 Ac
CB-06 12.0 Ac
CY-0226.6 Ac
WA-0543.1 Ac
WA-05319.0 Ac
CB-13916.0 Ac
CY-01814.4 Ac
CB-0822.3 Ac
CB-13 81.3 Ac
CB-07 82.5 A c
CB-0801.5 Ac
CB-1312.9 Ac
CB-1692.8 Ac
CB-15 91.5 A c CB-1401.5 Ac
CB-16112.6 Ac
CB-1561.1 Ac
CB-1471.0 Ac
CB-0108.0 Ac
CB-1432.9 Ac
CB-14 43.1 A c
CB-P0611.1 Ac
CB-0851.2 Ac
CB-12 91.3 A c
CB-1341.0 Ac
CB-0880.7 Ac CB-0922.1 Ac
CB-1022.6 Ac
CB-1251.2 Ac
CB-10817.2 Ac
CB-1052.2 Ac
CB-10 94.2 A c
CB-0632.9 Ac
CB-1201.7 Ac
CB-0692.8 Ac
CB-07 52.0 A c
CB-1111.3 Ac
CB-1144.7 Ac
CB-0651.8 Ac
CB-07 47.5 Ac
CB-2263.5 Ac
CB-2221.6 Ac
CB-2201.7 Ac
CB-0061.1 AcCB-2131.6 Ac CB-P127.8 Ac
CB-P095.7 Ac
CB-1631.1 Ac CB-1755.2 Ac
CB-1721.4 Ac CB-1731.9 Ac
CB-1654.4 Ac
CB-1675.0 Ac
CB-2292.1 Ac
CB-2317.2 Ac
CB-1822.4 Ac
LF-P015.4 Ac
LF-0013.9 Ac
VOID19.4 Ac
LF-0044.0 Ac
LF-0052.2 Ac
LF-0073.9 Ac
LF-0161.2 Ac
LF-0108.9 Ac
LF-0141.0 Ac
LF-P0212.8 AcCB-0661.6 Ac
LakeMinnet onk a
CB-O-01
LF-O-01
CB-O-02
CY-O-01
CB-O-09 Qover=26 cfsQover=20 cfsQover=20 cf
sQover=12 cfsQover=52 cfsQover=20 cfsQ o v e r =9 cf s Qover=9 cfsQover=17 cfsQover=7 cfs
Q
over=1
4 cfs
Q o v e r=3 cfs
Qover=30 cfsQover=20 cfsQover=18 cfsQ
o
v
er=
8 cfs
Qover=15 cfs
Qover=15 cfs
Q over=46 cfs
Qover=15 cfsQover=13 cfsQover=29 cfsQover=9 cfsQover=2 cfs
Q
over=13 cfs
Qover=2 cfs
Q over=45 cfs1
2
-in
18-in18-in
18-in18-in 12-in12-
i
n12-in12-in12-in12-
i
n18-in
1 2 -i n
1
2-in
1 2-in
12-in1 2-in
12-in
15-in24-in24-in12-in18-in 18-in1 2 -i n
18-in 12-in18-in12-in
1
2-in
1
2-in
12-in15-in12-in12-in24-in
12-in12-in12-in
18-in
18-in12-in30-in12-in12-in
1 8-in
12-in1
2
-i
n
15-in1 5 -in
12-in12-in15-in15-in12-i
n12-in
12-in 15-in12-in
12-in 15-in
1
2-in
18-in1
5
-i
n
12-in15-
i
n12-in12-in 15-in12-in
1 2-in24-in18-in12-in12-in
18-in
1
2-in
18-in24-in15-
i
n12-in1
2-in
12-in
12-in
30-in15-in18-in15-in
12-in
1
2
-in
15-in
12-in
15-in 12-in18-in18-inC r y s t a l B a y
C a r m a n B a y
C a r m a n B a y
S p r i n gParkBay
L a f a y e t t eBay
L a f a y e t t e B a y
W e s tArmWestArm
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
E1 E2 E3
G2
F1
G1
F3
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
F2
Page 26 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
GeWXGeWX
?ØA@
?«A@
?ÌA@
GyWX
Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!*"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PM"/"/
GoWX
960
950
9709 6 0950
9 4 0
9 6 0
95 0
950940930950
940
950
9 4 0
9609509409 3 0
950
9309609509 5 09409 5 0
9 4 0
940
930940960
930940950
950
9 4 0 9609
7
0
9
7
0
9 7 0
960
9
6
0960960
950950950
940950
940
940940940940940
9
3
0
960
12-inQover=3cfsVOID19.4 Ac
Lafay et t eBay
Qover=12 cfs12-in
1 8 -in
12-in
L a k eMinn e t o n k a
L a k eMinneto n k a
L a k eMinneto n k a
L a k eMinneto n k a
C a r m a nBay
L a f a y e t t eBay
L a f a y e t t e B a y
T o n k a B a y
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
E2 E3 E4
G3
F2
G2
F4
G4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
F3
Page 27 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
GeWXGeWX
?ØA@
?«A@
?ÌA@
GyWX
Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!*"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PM9709
6
0
950940950
9
4
0
9509409309 6 0
950970960950
940
950940950940960950950940950940940930
9
5
0 9309 4 0
9 5 0
9609609
6
0
950
96 0
9 5 0
930 940930
9309 3 0
930 930930930930 9 3 0
L a k eMinneto n k a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
E3 E4
G4
F3
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
F4
Page 28 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
GeWXGeWX
?ØA@
?«A@
?ÌA@
GyWX
Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!*"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
RR
1 0 2 0
1 0 0 0990
9709 6 0
9 8 0960950
950930960950990
980
9 8 0970980970970960
970960 950940950940 9809709409301
0
1
0 980970940
960940
9409
3
010101020
1 0 1 0 10101 0 1 0
10001000 1000 98098098098097 0
970
970
97096 0960960940940940
940
9409309309 3 0930 CB-2131.6 Ac
L a k eMinneto n k a
S p r i n gPark B a y
B l a c kLake
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F1 F2
G2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
G1
Page 29 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
GeWXGeWX
?ØA@
?«A@
?ÌA@
GyWX
Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!*"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PMR
R
R
R
"/
"/
"/"/
"/
"/
"/
"/"/
"/"/"/"/
"/
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"/
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%9%9
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%9
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!5
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%99709609509709609509709
6
0
960
950
940960950950940950940
9 4 0930
930940
9 5 0
980980960
9
5
0
9 5 0
950950950
940
9 4 0
930 930
Casco CoveM a p leAveIVY PL
CASCO AVECascoPointRd
CASCO CI
RCB-P01
CB-P10
CB-P11
CB-P12 12-in12-
i
n18-in1 2-in
12-in1 8 -in12-in12-in
12-in
12-in
Q100=6
cfs
Q
10
0=
3
cfsQ100=14cfsQ100=24
cfs
Q
1
0
0
=
1
7cfs
Q 1 00=47cfsQ100=1cf
sQ 1 0 0 =1 0
c fsQ100=26cfsQ100=21 cfsQ100=25cfsQover=25 cfsQover=23 cfsQover=4 cfsQover=20 cfs
Q over=13 cfsCB-01324.9 Ac
CB-P117.5 Ac
CB-0051.4 Ac
CB-2263.5 Ac
CB-2221.6 AcCB-2201.7 Ac
CB-0061.1 AcCB-2131.6 Ac
CB -P1 27.8 A c
CB-2101.1 Ac
CB-P103.4 Ac
CB-2020.8 Ac
CB-2001.5 Ac
CB-1971.6 Ac
CB-1900.7 Ac
CB-1871.3 Ac
CB-1881.9 Ac
CB-1923.8 Ac
CB-1963.3 Ac
CB-1654.4 AcCB-1675.0 Ac
CB-O-08
CB-O-07
CB-O-05
CB-O-04
1 8 -in
12-in1
2
-in
1
2-in
1
2
-i
n1
2-in
12-in
18-in
12-in1 2 -i n 12-in
12-in18-in6-in1
2-in
12-in
12-in 12-in
12-in12-in12-in
Qover=40 cfsQ o v e r =9 cf s
Qover=5 cfs
Q o v e r=2 cfsQover=9 cfs
L a k eMinneto n k a
C a r m a n B a y
S p r i n gParkBay
S p r i n gParkBay
T o n k aBay
T o n k a B a y
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F1 F2 F3
G1 G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
G2
Page 30 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
GeWXGeWX
?ØA@
?«A@
?ÌA@
GyWX
Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!*"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PM"/"/
GsWX 970940930970950
960950960940960
950
940 960950960950940950940
9409309509409509409
4
0930
9609 5095 094 0940
9
3
0
940
9
3
0
940
930
9 4 0
9 3 0
940
930 940930940
930
930 9409309309 5 0
930
950
960960960960960960950950950
9509409 5 0
940940930 930930940940940930940940940940940930940940940
9
4
0
940930
940930930930 9309309
3
0
930
9 3 0930
930
930930
930930
9
3
0
930
9 3 0
9309309 3 093093012-in12-in18-in
CB-01324.9 Ac
L a k eMinneto n k a L a k eMinneto n k a
L a k eMinneto n k a
L a k eMinneto n k a
L a k eMinn e t o n k a
C a r m a nBay
C a r m a nBayLafa y e t t eBay L a f a y e t t e B a y
T o n k a B a y
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F2 F3 F4
G2 G4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
G3
Page 31 of 32
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
GeWXGeWX
?ØA@
?«A@
?ÌA@
GyWX
Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!*"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 1
1 - 2
2 - 3
> 3
Map Document: H:\ORNO\C13114236\GIS\Exhibits\Orono_Results_Mapbook_11x17_100-yr.mxdDate Saved: 11/29/2018 5:38:45 PM9 8 0
97 0960
9
6
0
9
5
0 940930970
9
5
0 9409
3
0940930
9509409909 8 0
9 7 0
950940
950940950940950940950940
950
940
950940950
940
940930930
9
8
0 9509 6 0
9609409
3
0
9 9 0
970
960
9
6
0960960960
960
950
9 5 0950950 950
950
950950950
9
4
0
940950940930940 940940
930
9
3
0
9 3 0
930L a k eMinneto n k a
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F3 F4
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
November 2018
Legend !I
G4
Page 32 of 32
Appendix E: Municipal Facility Inventory
Orono Facility Inventory
1 2 3 4 5 6 7 8 9 10 11 12
Facility ID Facility Name / Land Use
Proper Waste
Management,
Storage &
Disposal
Proper
Stockpile
Management
Proper
Vehicle
Fueling,
Washing, &
Maintenance
Routine
Pavement
Sweeping
Proper
Emergency
Response
Procedures
Proper
Cleaning of
Maintenance
Equipment,
Buildings, &
Dumpsters
Proper Use,
Storage, and
Disposal of
Significant
Materials
Proper Lawn
and Landscape
Maintenance
Proper Road
Maintenance
Proper Right-
of-Way
Maintenance
Proper
Application of
Herbicides,
Pesticides, and
Fertilizers
Proper Snow
Removal and
Deicing
Operations
1 Lurton Park X X X X X
2 Municipal Property X X X
3 City Hall / Public Works X X X X X X X X X X X
4 ROW - Kelly Parkway X X X X X
5 Municipal Property X X X
6 Summit Park Swimming Beach X X X X
7 ROW - Lydiard Road X X X X X
8 Chevy Chase Park X X X
9 Municipal Property X X X
10 ROW - McCulley Road X X X X X
11 Municipal Property X X X X
12 Lowry Woods X X X
13 ROW - Christofori Circle X X X X X
14 Bederwood Park X X X X X X X
15 Municipal Property X X X
16 Municipal Property X X X X
17 Cygnet Park X X X
18 ROW - South Wear Lane X X X X X
19 Seven Nations Park X X X
20 ROW - Truffula Trail X X X X X
21 Hackberry Park X X X
22 Long Lake Fire Department X X X X X X X X X X
23 Municipal Property X X X
24 Orono Golf Course X X X X X X X X X X X
25 ROW - Woodhill Road X X X X X
26 Municipal Property X X X
27 French Creek Preserve X X X X X X
28 French Creek Preserve X X X X X X
29 Municipal Property X X X
30 Municipal Property X X X
31 Municipal Property X X X
32 Municipal Property X X X
33 Municipal Property X X X
34 Saga Hill Preserve X X X
35 Forest Lake X
36 ROW - Vine Place X X X X X
37 Municipal Property X X X
38 ROW - Spruce Place X X X X X
39 Highwood Park X
40 Municipal Property X X X
Municipal Operations Best Management Practices
Orono Facility Inventory
1 2 3 4 5 6 7 8 9 10 11 12
Facility ID Facility Name / Land Use
Proper Waste
Management,
Storage &
Disposal
Proper
Stockpile
Management
Proper
Vehicle
Fueling,
Washing, &
Maintenance
Routine
Pavement
Sweeping
Proper
Emergency
Response
Procedures
Proper
Cleaning of
Maintenance
Equipment,
Buildings, &
Dumpsters
Proper Use,
Storage, and
Disposal of
Significant
Materials
Proper Lawn
and Landscape
Maintenance
Proper Road
Maintenance
Proper Right-
of-Way
Maintenance
Proper
Application of
Herbicides,
Pesticides, and
Fertilizers
Proper Snow
Removal and
Deicing
Operations
Municipal Operations Best Management Practices
41 Municipal Property X X X
42 ROW - Birch Lane X X X X X
43 Antoine Park X X X X
44 Municipal Property X X X
45 Crystal Bay Playground X X X
46 Municipal Property X X X
47 Municipal Property X X X
48 Navarre Fire Station X X X X X X X X X X X X
49 Livingston Tower Park X X X
50 Navarre Water Tower X X X X X X X
51 Parcel Strip of Land to W. Crystal Bay X X X
52 Navarre Playground X X X X X
53 Municipal Parking Lot X X X X X X
54 Casco Point Ice Rink X X X X X X X
55 Municipal Property X X X
56 Municipal Property X X X
57 Municipal Property X X X
58 Municipal Property X X X
59 Municipal Property X X X
60 Municipal Property X X X
61 Casco Point Park X X X
62 ROW - Carman Road X X X
63 Big Island Nature Park X X X X
Appendix F: Illicit Discharge Report and
Response Form
Illicit Discharge Identification
Date:Reported by:
Time:Phone No:
Weather:Temperature:
Location:
Spill Material:
Spill Volume:
Other Information:
Received by:
Investigation
Date:Assigned Investigator:
Watershed Description:
Storm Drain/Outfall ID:
Illicit Discharge Confirmed Entering Storm Drain System/Receiving Waters?
Discharge Material:
Estimated Quantity:
Additional Information:
Samples Collected:Photo(s) Taken:
Land Use:
Industrial NPDES Permit:
Source Description:
Responsible Party:
Attachments:
Actions/Enforcement
Voluntary Compliance:Notice of Violation:
Corrective Actions Req'd:
Proof of Correction/Attachments:
Date Closed:
CITY OF ORONO, MN
ILLICIT DISCHARGE REPORT AND RESPONSE FORM
HAZARDOUS WASTE
OIL/GREASE
WASTEWATER
SEDIMENT
PAINT
GRASS/LEAF CLIPPINGS
SALT
ANIMAL WASTE
OTHER
RESIDENTIAL
COMMERCIAL/INDUSTRIAL
PUBLIC/PARK
YES NO
PICTURES VIDEO FIELD NOTES MAPS
TEST RESULTS MONITORING REPORT
PERFORM MONITORING
ELIMINATE CONNECTION/DISCHARGE
ELIMINATE/DISPOSE PET WASTE
INSTALL PROPER SALT STORAGE FACILITIES / IMPLEMENT PROPER SALT HANDLING PROCEDURES
REMEDIATION/RESTORATION REQUIRED
PAYMENT OF FINE TO COVER ADMINISTRATIVE OR REMEDIATION COSTS
EST OF LABOR/MAT'LS/COSTS
IMPLEMENT SOURCE CONTROL OR TREATMENT BMPS
PICTURES VIDEO TEST RESULTS MONITORING REPORT
PAID INVOICE CORRESPONDENCE NOTICE OF VIOLATION
YES NO
YES NO YES NO
YES NO
YES NO
Appendix G: IDDE Investigation Techniques
Appendix H: Spill Response Plan
Prepared by: Bolton & Menk, Inc. Appendix H
Orono SWPPP ǀ 0C1.126140
Spill Response Plan
Requirements
Emergency Notification REQUIRED if there is a spill of a hazardous material or more than 5
gallons of a petroleum product AND it can reach surface water or sewers, or can reach
ground/soil you must call:
· Local Authorities Call 9-1-1 first, if there is a threat to life or property
· City: Adam Edwards, City Administrator – 952-249-4600
· Minnesota Duty Officer 1-800-422-0798 or (651) 649-5451 if public safety or
environmental threat and/or state notification for reportable spills is required
· The National Response Center 1-800-424-8802 if Duty Officer states federal
notification required
Be prepared to provide the following information to the Minnesota Duty Officer:
· Name of caller
· Date, time, and location of incident
· Telephone number for call-backs
· What local officials have been contacted (fire, police, sheriff)
Additional information that may be required for special circumstances:
Notification of a Spill Requesting State Assistance
· Materials and quantity involved
· Incident location (address,
coordinates)
· Party responsible for incident
· Telephone # of responsible party
· Surface waters or infrastructure
impacted
Current situation
· Type of assistance requested
(information, specialized
equipment/labor)
· Name of requesting agency
· Materials, quantity, and personnel
· Coordination with other local,
County, and other agencies
Spill Response
1. Approach
a) Use safety
b) Use safety first in responding to spills. Do not endanger yourself or others by
entering a hazardous environment. If there is a fire or medical attention is
needed, call 911 immediately.
c) Avoid exposure. Approach the spill from upwind and stay clear of spills, vapors,
fumes, and smoke.
2. Secure the Site
a) Isolate the spill.
Prepared by: Bolton & Menk, Inc. Appendix H
Orono SWPPP ǀ 0C1.126140
b) Direct people away from site; divert traffic and pedestrians as necessary.
c) Stop the source of spill, if possible.
d) Eliminate any potential ignition sources, if possible.
3. Identify Hazards
a) Identify the spilled material, if possible.
b) Note characteristics of material (odor, color, sheen), warning labels, container
types, activities that are contributing to incident.
4. Assess Conditions
a) Ascertain the appropriate first response and need for additional help.
b) Note potential threats (fire, explosion, mixing with something else).
c) Note resources available to contain the spill.
d) Note persons/infrastructure at risk.
5. Reporting
a) Contact the Minnesota Department of Public Safety Duty Officer at 1-800-422-
0798 (toll free) or 651-649-5451 (Metro area), if the spill of any substance or
material may cause or has caused pollution of waters of the state.
b) Report spills that may cause pollution (toxic, flammable, corrosive, or dangerous
industrial chemicals).
c) Report petroleum spills of 5 gallons or greater in volume.
6. Containment
a) Put on appropriate personal protective equipment (PPE), such as boots, gloves,
and safety glasses.
b) Place berms or available material around perimeter of spill.
c) Provide protection of nearest storm water conveyance (inlet, gutter, culvert).
d) Apply absorbent material, starting at downstream edge of spill.
7. Clean Up
a) Only personnel with proper training shall perform clean up.
b) Clean small spills according to their Material Safety Data Sheet.
c) Do not wash or hose spill into the street or storm drain system.
d) Ventilate area and eliminate any sources of ignition.
e) Clean spills quickly.
f) Use “dry” clean up methods if possible (sweeping, shoveling, scraping).
g) Place waste in appropriate containers.
h) Dispose of spill material in accordance with State and Federal regulations.
i) If personnel with proper training are not available, leave the area and notify
emergency responders.
8. Follow Up and Documentation
Prepared by: Bolton & Menk, Inc. Appendix H
Orono SWPPP ǀ 0C1.126140
a) Clean and decontaminate all reusable spill cleanup equipment.
b) Restock spill response materials and personal protection equipment as soon as
possible.
c) Document spill (see Documentation and Assessment Plan).
Appendix I: Maintenance Plans (Road
Maintenance Plan), Snow Management Policy
1 Adopted by City Council on 28 September 2020
CITY OF ORONO
SNOW AND ICE
MANAGEMENT POLICY
September 28th, 2020
1. Introduction. It is among the responsibilities of the City of Orono to manage snow and ice on City
streets and public property under the City’s jurisdiction. The purpose of this document is to set policies
for how the City will fulfill this responsibility and to identify those City officials and employees who are
authorized to set subordinate policies and make judgments in the course of carrying out snow and ice
management activities. Setting policies for snow and ice management involves balancing the following
priorities:
A. Public safety. The safety of those traveling by motor vehicle, on foot and by other modes of
transportation is of high priority. The goal of the City is to provide for surface conditions that are safe for
travel in consideration of surrounding conditions and circumstances. However it is not possible or
practicable for snow and ice to be fully removed from all surfaces or prevented from accumulating on
surfaces. The City encourages and expects that City residents and other members of the traveling public
will at all times conduct their activities mindful of conditions, hazards, and what is necessary to remain
safe.
B. Personnel safety. City personnel incur risk by their presence on public ways while managing
snow and ice. The safety of City personnel as well is of the utmost importance.
C. Environment. Materials to maintain or improve surface traction contribute pollutants such as
sand and chlorides to surface waters and to City stormwater basins and other facilities, which in turn can
increase the cost of maintaining those facilities. It is important not to use an excess of these materials.
D. Cost. City funds are limited and taxpayers require that they be spent cost-effectively. It is not
possible to address all snow and ice issues simultaneously and completely.
E. Adaptability. Particularly with respect to effectiveness, cost and environmental consequences,
snow and ice management is a realm of innovation. It is important that City policy allow for personnel to
maintain awareness of developments and allow for practices to be adjusted as appropriate. The public
must practice due care given the continuously changing hazards presented by natural snow and ice
concerns.
2. Responsibility for Private Roadways, Parking Areas, Sidewalks, and Trails. The City is not
responsible for snow and ice management on any roadway or parking area not owned by or dedicated to
the City except as may be provided in a legally binding, written acceptance of that responsibility in the
context of a development approval or otherwise. It is the responsibility of the resident and/or property
owner to remove all accumulated snow from all other sidewalks along public streets adjoining their
property. This includes any snow plowed from public streets onto the sidewalk.
3. Staff Responsibilities. Authority with respect to snow and ice management decisions is delegated as
follows:
2 Adopted by City Council on 28 September 2020
A. Director of Public Works. The Director of Public Works (DPW) will exercise general oversight
of snow and ice management activities.
(1). Will make recommendations to the Council on staffing, purchases and funding as a part of
annual budgeting.
(2). Will exercise responsibility with respect to personnel training.
(3). Will establish procedures for reports on snow and ice conditions from City personnel or the
public to be documented and routed to appropriate City personnel so that such reports inform snow and
ice management activities.
(4). Will incorporate best practices innovations in to the policy and practices of the city with
respect to snow and ice management.
B. Streets Supervisor. The Streets Supervisor is responsible for the execution of snow and ice
removal operations within the parameters set by this policy and direction from the DPW. Further the
Supervisor is responsible for:
(1). Directing resources and providing operational direction to Staff during the execution of
snow and ice management activities.
(2). Adjusting priorities during an event in consultation with the Public Works Director.
(3). Determining when to begin, suspend and end snow and ice management activities.
(4). Determining which techniques and materials are to be used during storm response.
C. Operators. Within the policies set by the DPW and directions given by the Streets Supervisor.
Operators are to use professional judgment and discretion to determine the best course of action to
complete snow and ice management responsibilities under the circumstances, considering public and
driver safety.
4. Maintenance Area Priorities. The City differentiates among maintenance areas based on a variety
of factors, including traffic volume and location. The established City priority is as follows:
Classification Target
Regain Time
Description
Arterials/ Collectors
0-4 hours These are high volume high speed routes, which connect major
sections of the city. They provide access for emergency fire,
police, and medical services though out the city.
Residential Streets 4-8 hours These are low volume low speed residential streets including
cul-de-sacs used by mainly by local residents only
Parking Lots and Alleys 8-10
hours
City owned parking lots including: City Hall, Police
Department, Public Works, Navarre Municipal Lot, Crystal
Bay Post Office and the parking lots of the city parks.
Sidewalks and Trails 10-36
hours
Designated Trails and Sidewalks: Select City owned trails and
any Regional trails maintained by the city through agreement
with Three Rivers Park District Sidewalks adjacent to
municipal property
5. Operational Framework. In preparation and response to winter weather events the City staff
address the priorities by following the steps below. In addition staff will consider localized safety
concerns, reported hazard conditions and other relevant information in adjusting priorities.
A. Prior to Forecast Storms. Prior to a snow or ice storm’s arrival collector road and key site
(intersections, hill, sharp corners and historical problem areas) will be pretreated with a brine application.
3 Adopted by City Council on 28 September 2020
B. During Storm/ Response to un-forecast storm. The City Streets supervisor in consultation with
the Police and DPW will decide when to begin snow or ice control operations. The criteria for that
decision are:
Criteria Description
Snow accumulation Snow removal operations will generally be conducted for snowfall of one (1)
inch or greater on collector roads and two (2) inches or greater on residential
roads. During long duration large accumulation events efforts will be focused
on higher priority roads.
Time of snowfall Snow plowing operations will be adjusted based on the timing of the storm /
accumulation to ensure that priority roads are clear prior to the morning and
afternoon rush hours as well as school start and release times.
Crew Safety Crew availability and safety will dictate how fast roads area cleared. Snow
and ice control operations will be conducted only when weather conditions do
not endanger the safety of snowplow operators and equipment. Factors that
may delay snow and ice control operations include: severe cold, significant
winds, and limited visibility
C. Post Storm. The City Supervisor(s) will determine if and when snow will be removed from the
area by truck. Such snow removal will occur in areas where there is no room on the boulevard for snow
storage and in areas where accumulated piles of snow create a hazardous condition. Snow removal
operations will not commence until other snowplowing operations have been completed.
D. Emergency Situations. The City will dispatch operators and equipment as soon as possible to
the routes required by emergency vehicles—fire, medical, police—responding to an emergency situation
within the jurisdiction of the City, Fire Department, or Police Department.
E. Other. To address isolated icy spots and drift areas the police or dispatch will notify the Public
Works on call. The on-call person will assess the situation and apply the appropriate measure to remove
the hazard or call in additional public works personnel to assist.
F. Documentation. The City and its operators will document control practices and decisions and
keep written or printed records of application and other decisions in carrying out this Policy. A storm
record will be completed within the Public Works work flow management system (Cartegraph) for each
storm event and should include operating times, weather conditions, material used, and personnel and
equipment resources committed.
7. Methods of Snow and ice removal. The city of Orono will follow the guidelines provided in the
Minnesota Snow and Ice Control Handbook.
A. Plowing. Snow will be plowed in a manner so as to minimize traffic obstructions. The center of
the roadway will be plowed first. The snow shall then be pushed from left to right on two-way streets.
The goal will be to remove snow from roads as quickly as possible to reduce compaction remove snow
and loose ice before deicing applications. Snow on cul-de-sacs will normally be plowed to the center in an
attempt to provide the largest turning radius possible for emergency vehicle ingress and egress. In times
of extreme snowfall, streets will not always immediately be able to be completely cleared of snow.
B. Material application. The city will use sand, salt, and other chemicals when there are hazardous
ice or slippery conditions. Salt and other chemicals are applied for de-icing and anti-icing. Sand will be
applied in situations when de-icing is not possible in order to provide some traction. The City is
concerned about the effect of salt, materials for traction, or chemicals on the environment and will limit
their use that reason. Therefore, it is the policy of the City to utilize salt, materials for traction, or a
4 Adopted by City Council on 28 September 2020
chemical mixture in the ratio that provides for reasonably safe driving conditions. The application of these
types of materials is not always intended to provide bare pavement immediately following winter weather
events. In addition, the desired results of these materials can vary with different temperatures. Appendix
A Contains the guidelines for which material will be used in which situation.
(1). De-Icing- Is the process of removing ice from a surface. When a deicing solution such as salt
is applied to a surface a brine solution is created. Brine is water saturated or nearly saturated with salt and
has a lower freezing point than water. The brine loosens the ice or snow from the pavement.
(2). Anti-Icing (pre-treating)- Works like a de-icing solution by using a brine solution to lower
the temperature at which water freezes. Anti-icers are applied prior to snowfall to prevent snow and ice
from bonding to the pavement.
8. Parking Lots. Snow plowing in municipal parking lots will begin when two (2") inches of snow has
accumulated or when vehicular movement becomes difficult. Not all parking lots will be maintained.
Priority parking lots include City Hall, Police Department, Public Works, Crystal Bay Post Office, and
the Navarre Fire Station. Second Priority Parking lots include those serving city parks with active winter
use.
9. Trails and Sidewalks. The City will provide snow and ice control measures on select trails
throughout the winter. Trails to be plowed will be designated on the sidewalk and Trail Winter
Maintenance Map. Plowing will be done on designated trails and sidewalks during regular workdays
(Monday through Friday), beginning on the first work day after a snow event of two (2") inches or more
or when drifting snow blocks pedestrian trail or sidewalk. It is the City's goal to get the trail plowing
completed in three working days (36 hrs) after the snow event. Things such as equipment breakdowns,
size of storm, or difficult conditions, may extend this time frame. Trails and sidewalks used by students to
walk to school will be completed to allow pedestrian trail prior to school opening whenever possible. The
plowing of trails and sidewalks will typically be done in the following priority, however, there may be
changes in the priority due to type of snow, depth of snow, or timing of snow event:
A. Trails used by students to walk to school.
B. City owned trails and sidewalks adjacent to streets
C. Regional and recreational trails
10. Training. It is important that personnel involved in snow and ice management receive appropriate
training to inform their operational capacities and the judgment that they must exercise in performing
their responsibilities. The city will document, or require documentation of, all training that it requires or
conducts.
11. Damage to Personal Property. Occasionally, snow plowing will result in damage to private
property. The City will consider for repair or replacement at City expense property that is properly
installed, permitted by City ordinance to be located adjacent to the street, and damaged by contact with
city equipment. Property damage complaints will be documented by the Streets Supervisor.
A. Mailboxes. The City will repair the damage or replace a mailbox, only if damage is the result of
actual contact by the snow plow. The City will not assume responsibility for damages that are caused by
mailboxes that protrude into the street or are damaged simply by snow pressure or snow rolling off the
plow or wing. Replacements will be a standard metal mailbox and a 4” x 4”, decay resistance wood
support post which will be installed by the city.
5 Adopted by City Council on 28 September 2020
B. Landscaping. The City will not be responsible for any damage to obstacles that are located in
the right-of-way, such as sprinkler heads, fences, garden areas, etc. The City is also not responsible for
repairing grass or sod that has been damaged in the right-of-way. The City will not repair or replace
damaged trees, shrubs, or landscaping that is within the City Right of way. The city will restore damage
to private lawns/ grass in the spring.
C. Complaints Procedure. Complaints shall be directed to and reviewed by the Streets Supervisor.
If remedy or repair is approved by the Streets Supervisor, a schedule of the necessary corrective work
with the appropriate City personnel or contractor will be directed.
7. Coordination with Other Jurisdictions. The City does coordinate with neighboring or regional
jurisdictions as warranted to realize better management outcomes, cost savings or environmental benefits
8. Personnel Management (Safety). Snowplow operators will be expected to work their assigned
shifts. In severe snow emergencies, operators sometimes have to work longer shifts, but will be paid
overtime for hours in excess of 40 per week in accordance with the current collective bargaining
agreement. However, because of safety concerns, no operator shall work more than a sixteen-hour shift in
any twenty-four hour period. While work breaks are not guaranteed, generally operators will take breaks
in accordance with city policy, provided the breaks do not interfere with city services or operations. In
addition, operators will be allowed sufficient time to eat a meal during any shift which is eight or more
hours. After a twelve-hour shift, the operators will be replaced if additional qualified personnel are
available.
9. Equipment Management. Snow and Ice management equipment will be inspected and calibrated
annually prior to the winter season. Calibration is an essential procedure to measure the amount of
material applied to the roadway at various auger settings in relation to truck speed. Prior to and after
each use operators will inspect their equipment for safety and mechanical readiness.
10. No Rights Created. This policy is for internal use only in order to specify the policies and
distribution of authority for snow and ice management. The policy is for the benefit of serving the general
public and not for the benefit of any individual or specific group of individuals. It is not intended to and
does not create any right or expectation in any third party. The City Council may amend this policy or
make exceptions to it as it deems appropriate.
11. Disclaimer. The City will begin snow and ice management as soon as reasonably possible. Cold,
wind, visibility, equipment failure or disability, rapid snow and ice accumulation, and/or other unforeseen
conditions or emergencies may prevent safe or effective management and cause delays in management
operations.
12. References.
A. Minnesota Snow and Ice Control Field Handbook for Snowplow Operators (Minnesota Local
Road Research Board, 2012)
B. Model Snow and Ice management Policy (Smith Partners PLLP, 2016)
C. LMCIT Model Snowplowing and Ice Control Policy (LMC, 2011)
D. Manual of Environmental Best Practices for Snow and Ice Control (MnDOT and Clear Roads,
2015)
E. Winter Parking Lot and Sidewalk Maintenance Manual (MPCA, 2015)
13. Appendices.
A. Materials Application Guidance.
B. Service Area Map
6 Adopted by City Council on 28 September 2020
C. Route Map
D. Relevant Ordinances
E. Call Out flow Chart
F. Website information
G. Operator Safety Sheet
7 Adopted by City Council on 28 September 2020
Appendix A. Materials Application Guidance
Materials Application Guidance
Excerpt from the Minnesota Snow and Ice Control Field Handbook for Snowplow Operators (Minnesota Local Road Research
Board, 2012)
8 Adopted by City Council on 28 September 2020
Appendix B. Service Area Map
9 Adopted by City Council on 28 September 2020
Appendix C. Route Map
10 Adopted by City Council on 28 September 2020
Appendix D. Relevant Ordinances
The following Code section directly relate to snow and ice operations within the City.
Sec. 18-5. – Placing snow or ice in a roadway.
It is a misdemeanor for any person, not acting under a specific contract with the city or without special
permission from the city, to remove snow or ice from private property and place it in the roadway of any
street or private road.
Sec. 18-7. - Public sidewalk maintenance and repair.
(a) Primary responsibility. It is the primary responsibility of the owner of property upon which there is
abutting any public sidewalk to keep and maintain such sidewalk in safe and serviceable condition.
Sec. 66-4. - Motorized vehicles prohibited on sidewalks and trails.
It is unlawful for any person to drive or operate a motorized vehicle on any public sidewalk or public
property designated for use as a pedestrian walkway or bicycle trail, except when crossing for ingress and
egress to private property lying on the other side and for the purpose of snow removal.
Sec. 66-81. - Parking after snowfall prohibited.
It is unlawful for any person, except an operator of an emergency motor vehicle on an emergency call,
to park or leave standing any vehicle on any street or municipal parking lot when there is more than two
inches of snow on the street or municipal parking lot and snow is falling or has fallen within the previous 48
hours, or snow is blowing or has been blowing within the previous 48 hours.
11 Adopted by City Council on 28 September 2020
Appendix E. Call Out Flow chart
Orono Police or resident
Notify county dispatch (952) 258-5321 of a hazardous
road condition
Dispatch calls Orono Public Works on Call
Orono Public Works On Call Assesses the
situation.
Orono Public Works On-Call addresses
issue and closes out event Report
Orono Public Works On-Call notifies
Streets Supervisor
Scope of Task
Orono Public Works On-Call Assesses
the situation and calls in required
resources
Public Works Crew addresses issues
Streets Supervisor closes out event
report.
Small
(1-2 Person Task)
Large
(Partial or full crew callout)
12 Adopted by City Council on 28 September 2020
Appendix F. Website Information
SNOW & ICE PROCEDURES
The City of Orono has approximately 50 miles of roads, as well as some trails and municipal parking lots
which are maintained by the Public Works Department from early November to late March. The City
adopted the attached Snow Plowing and Ice Control Policy to define and provide reasonable snow
plowing and ice control services on City roads for routine travel and emergency services and to provide
such services in a safe and cost effective manner while balancing personnel resources and environmental
concerns.
The city’s snow plow plan varies depending upon the amount of snow that falls. If less than 2 inches falls,
only major streets in the city system are plowed. Ice control is performed at stop signs, hills, bridges and
curves and the entire system. If more than 2 inches of snow falls, all city streets are plowed curb-to-curb.
Plowing all streets, including the removal of snow from cul-de-sacs, requires 8 to 10 hours.
Parking
Parking on all city streets and municipal parking lots is prohibited from 2:00 a.m. - 6:00 a.m. all
year. Parking on all city streets is prohibited at any time when there is 2" or more of snow until the streets
are cleared. Please refrain from parking on city streets whenever snow or ice conditions may require
plowing.
Shovel Fire Hydrants
The Fire Department asks residents to shovel out fire hydrants near their homes. Keeping hydrants clear
of snow can substantially reduce the time it takes firefighters to put out a fire.
Mail & Other Services
Keep your mailbox clear of snow to ensure mail delivery. If it snows on collection day, keep garbage cans
and recycling bins away from the end of the driveway.
Clearing Driveways
Do not shovel, plow or blow snow into the street. Blowing snow in the street makes it more difficult to
clear streets (especially cul-de-sacs).
Sidewalks & Trails
Property owners are responsible for keeping public sidewalks adjacent to their property clear of snow.
For Questions or concerns related to the Snow removal please contact Orono Public Works at #########.
13 Adopted by City Council on 28 September 2020
Appendix G. Operator Safety
SAFETY
Suggested personal safety gear
• Layers of clothes, extra gloves, heavy boots
• Shovel and ice scraper
• Flashlight for night operations
• Sunglasses for glare
• Water and/or hot liquid
Advance preparation
• Be properly trained and thoroughly familiar with all equipment and chemicals.
• Make sure an up-to-date first-aid kit, emergency contact information, and hand-held radios
or cell phones are available in your vehicle.
• Be in good physical condition with adequate rest.
• Perform a pre-trip safety check of truck and equipment. Make sure the vehicle has
adequate warning lights in good working order.
• Make a practice run of assigned route to check for obstacles and potential problem areas.
• Know the contact procedures for reporting crashes or equipment breakdowns.
During operations
• Dress in layers with heavy boots.
• Wear highly visible apparel when out of your vehicle.
• Plow at appropriate speed.
• Watch for pedestrians and other vehicles.
• Don’t back up without a spotter.
• Operate wings carefully.
• Make sure warning lights are activated.
Appendix J: Agreements (Municipal and
Private)
MINNEHAHA CREEK WATERSHED DISTRICT
QUALITY OF WATER QUALITY OF LIFE
RECEIVED
November 15th, 2017 NOV 1 b 2011
Anna Carlson CITY OF ORONO
City of Orono
2750 Kelley Parkway
Orono, MN 55345
Re: Programmatic Maintenance Agreement
Dear Anna,
Please find the enclosed fully executed original programmatic maintenance agreement between MCWD and the
City of Orono.
If you have any questions, please contact me at 952-641-4504 or hquinn@minnehahacreek.org.
Sincerely,
OW--
Heidi Quinn
Permitting Technician
We collaborate with public and private partners to protect and improve land and water for current and future generations.
15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org
PROGRAMMATIC MAINTENANCE AGREEMENT
Stormwater Management Facilities,Waterbody Crossings& Structures and Wetland Buffers
Between the Minnehaha Creek Watershed District
and the City of Orono
This programmatic maintenance agreement is made by and between the Minnehaha Creek
Watershed District,a watershed district with purposes and powers set forth at Minnesota Statutes chapters
103B and 103D(MCWD),and the City of Orono,a Minnesota municipal corporation and political
subdivision of the State of Minnesota(CITY).
Recitals and Statement of Purpose
WHEREAS pursuant to Minnesota Statutes § 103D.345,the MCWD has adopted and implements
the Stormwater Management Rule,Wetland Protection Rule and the Waterbody Crossings& Structures
Rule;
WHEREAS under the Stormwater Management Rule,certain land development activity triggers
the requirement that the landowner record a declaration establishing the landowner's perpetual obligation
to inspect and maintain stormwater-management facilities;
WHEREAS,under the Waterbody Crossings& Structures Rule,certain land development
activity requires the landowner to record a declaration establishing the landowner's perpetual obligation
to inspect and maintain waterbody crossings and structures to ensure that the hydraulic and navigational
capacity of the associated waterbody are maintained in accordance with approved plans;
WHEREAS under the Wetland Protection Rule,certain land development activity triggers the
requirement that the landowner record a declaration establishing the landowner's perpetual obligation to
protect undisturbed buffer adjacent to wetland;
WHEREAS in each case,a public landowner,as an alternative to a recorded instrument,may
meet the maintenance requirement by documenting its obligations in an unrecorded written agreement
with the MCWD;
WHEREAS CITY from time to time is subject to stormwater management,wetland buffer and
waterbody crossings and structures maintenance requirements pursuant to the terms of an MCWD permit;
and
WHEREAS the parties concur that it is clearer and procedurally more efficient for the MCWD
and CITY to agree at this time on standard requirements for stormwater management,wetland buffer
protection,and waterbody crossings and structures maintenance,so that this agreement may be
incorporated into future permits as applicable.
THEREFORE MCWD and CITY agree as follows:
1. WETLAND BUFFER AREAS. CITY,at its cost,will maintain buffer areas in accordance with
the following:
a. Buffer vegetation will not be cultivated, cropped,pastured,mowed,fertilized,
subject to the placement of mulch or yard waste, or otherwise disturbed, except
for periodic cutting or burning that promotes the health of the buffer,actions to
address disease or invasive species,mowing for purposes of public safety,
temporary disturbance for placement or repair of buried utilities. Pesticides and
herbicides may be used in accordance with Minnesota Department of Agriculture
rules and guidelines.No new structure or hard surface will be placed within a
buffer,except that construction of a trail or path of no more than 4 feet in width
to provide riparian access through the buffer is acceptable.No fill,debris or other
material will be excavated from or placed within a buffer.
b. Permanent wetland buffer monuments or markers will be maintained in the
locations shown on the approved site plan. Monument or marker language will
indicate the purpose of the buffer,restrictions and the name and phone number of
the Minnehaha Creek Watershed District.
2. WATERBODY CROSSINGS& STRUCTURES. CITY,at its cost,will maintain waterbody
crossings and structures in accordance with the following:
a. Crossings and structures in contact with the bed or bank of a waterbody will be inspected
at least once a year and maintained in good repair in perpetuity to ensure continuing
adequate hydraulic and navigational capacity is retained in accordance with approved
plans,to ensure no net increase in the flood stage beyond that achieved by the approved
plans,to prevent adverse effects on water quality,changes to the existing
flowline/gradient and increased scour,erosion or sedimentation,and to minimize the
potential for obstruction of the waterbody.
3. STORMWATER FACILITIES. CITY,at its cost,will maintain stormwater facilities in
accordance with the following:
a. Stormwater retention and treatment basin(s). Stormwater retention and treatment
basin(s)must be inspected at least once a year to determine if the basin's retention and
treatment characteristics are adequate and continue to perform per design. Culverts and
outfall structures must be inspected at least annually and kept clear of any obstructions or
sediment accumulation. Sediment accumulation must be measured by a method accurate
to within one vertical foot. A storage treatment basin will be considered inadequate if
sediment has decreased the wet storage volume by 50 percent of its original design
volume. Based on this inspection,if the stormwater basin(s)is identified for sediment
cleanout,the basin(s)will be restored to its original design contours and vegetation in
disturbed areas restored within one year of the inspection date.
b. Raingardens,infiltration basins and filtration basins.Raingardens,infiltration basins
and filtration basins will be inspected annually to ensure continued live storage capacity
at or above the design volume. Invasive vegetation,excess sediment and debris will be
removed as needed and healthy plant growth will be maintained to ensure that the
facilities continue to perform per design.
c. Iron-enhanced sand filters.lion-enhanced sand media must be inspected every three
years to determine if the iron's binding capacity has been reached.The phosphorus
binding capacity of the iron-sand bed is exhausted and must be replaced to the original
specifications when the total-phosphorus-to-total-iron ratio exceeds 5 milligrams of
phosphorus per 1 gram of elemental iron or when the total phosphorus at the outlet of the
iron-sand filter consistently exceeds 60 to 70 micrograms per liter.
2
d. Vegetated swales. Vegetated swales may be mowed for public safety,but otherwise
must remain free from vegetative disturbance,fertilizer application,yard or other waste
disposal,the placement of structures unless approved within the permit,or any other
alteration that impedes function.
e. Pervious pavement and permeable pavers. Pervious pavement or pavers will be
inspected at least one per year after a major storm event and otherwise annually to ensure
continuing performance per design. Surface openings will be vacuumed at least annually
at the end of winter in dry weather to remove dry, encrusted sediment as necessary.
Broken units that impair the structural integrity of the surface will be replaced. If water
stands for an extended period of time,the base materials will be removed and replaced.
f. Underground storage facilities. Underground storage facilities will be inspected at least
annually to ensure continuing performance per design. Capacity will be considered
inadequate if sediment has decreased the storage volume by 50 percent of the original
design volume. Accumulated debris and sediment will be removed,and inlet and outlet
structures will be kept clear of any flow impediments.
g. Grit chambers,sump catch basins and sump manholes.Grit chambers,sump catch
basins and sump manholes will be inspected in the spring,summer and fall of each year.
All sediment and debris will be removed as needed such that the stormwater facilities
operate as designed and permitted.
h. Reuse systems. Runoff-management systems relying on capture and reuse of stormwater
e.g.,for irrigation)must be operated and maintained in accordance with teens of permit
approval and the manufacturer's or installer's specifications for any proprietary
equipment.
i. Proprietary stormwater facilities.Proprietary stormwater facilities will be inspected at
least annually and maintained as specified or recommended by the manufacturer and/or
installer. Current manufacturer's and/or installer's maintenance specification must be
maintained on file at both the MCWD office and appropriate CITY office.
j. Reporting. The Declarant will submit to the MCWD annually a brief written report that
describes stormwater facility maintenance activities performed under this declaration,
including dates, locations of inspections and the maintenance activities performed.
4. An MCWD permit for a specific project may contain additional maintenance conditions in
accordance with MCWD rules,as they may be amended from time to time.
5. If CITY conveys into private ownership a fee interest in any property that has become subject to
this agreement,it must require as a condition of sale,and enforce: (a)that the purchaser record a
declaration on the property incorporating the maintenance requirements of this agreement; and(b)
that recordation occur either before any other encumbrance is recorded on the property or,if after,
only as accompanied by a subordination and consent executed by the encumbrance holder
ensuring that the declaration will run with the land in perpetuity. If CITY conveys into public
ownership a fee interest in any property that has become subject to this agreement,it must require
as a condition of the purchase and sale agreement that the purchaser accept an assignment of all
obligations vested under this agreement.
3
6. CITY may enter into contracts with third parties for the performance of its responsibilities under
this agreement. CITY may assign its responsibilities to another governmental unit,with prior or
concurrent written notice to MCWD. Such agreements notwithstanding,CITY will remain liable
to MCWD for compliance with the terms and requirements of any permit that explicitly applies
this agreement.
7. This agreement may be amended only in a writing signed by the parties.
8. This agreement is in force for five years from the date on which it has been fully executed and
will renew automatically for five year terms unless terminated. Either party may terminate the
agreement on 30 days' written notice to the other. Any obligations vested in CITY through
incorporation into an issued permit before the effective date of termination will survive
expiration.
9. The recitals above are incorporated into and made a part of this agreement.
10. The individuals below by their execution represent that they have the authority to enter into this
agreement on behalf of the respective parties and to bind the parties to the terms herein.
IN WITNESS WHEREOF, the parties hereto have executed this agreement.
MINNEHAHA CREEK WATERSHED DISTRICT
By f .t Date: / 1 ' /-
President, y.ard of Managers
APPROVED AS TO FO nd EXECUj/N/
By Date: 70— 1 p -17Z7
Its Attorney
CITY O CITY
By: I
Date: (p
Its Mayor
By: Date: (p ZL ' n
Its Ad.-'nis : or
4
Appendix K: Checklists
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Construction stormwater
inspection checklist
Construction Stormwater Program
Doc Type: Permitting Checklist
Note: This inspection checklist is an option for small construction sites. Large construction sites and linear projects
require more extensive/more location specific inspection requirements. This inspection report does not address all aspects of
the National Pollutant Discharge Elimination System/State Disposal System (NPDES/SDS) Construction Stormwater Permit (Permit)
issued on August 1, 2018. 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 permit requirements.
Facility information
Site name:
Site address: Permit number:
City: State: Zip code:
Inspection information
Inspector name: Phone number:
Organization/Company name:
Date (mm/dd/yyyy): Time: ☐ am ☐ pm
Is the inspector trained in sediment and erosion control and is it documented in the Stormwater Pollution Prevention Plan (SWPPP)?
☐ Yes ☐ No
Is this inspection routine or in response to a storm event: ☐ 7 day ☐ Rain
Rainfall amount (if applicable):
Is site within one aerial mile of special or impaired water that can potentially receive discharge from the site? ☐ Yes ☐ No
If yes, follow Section 23 and other applicable permit requirements.
Note: If NA is selected at any time, specify why in the comment area for that section.
Erosion prevention requirements (Section 8.1)
Yes No NA
1. Are soils stabilized where no construction activity has occurred for 14 days (including
stockpiles)? (7 days where applicable, or 24 hours during Minnesota Department of Natural
Resources [DNR] Fish Spawning restrictions) ☐ ☐ ☐
2. Has the need to disturb steep slopes been minimized? ☐ ☐ ☐
3. If steep slopes are disturbed, are stabilization practices designed for steep slopes used? ☐ ☐ ☐
4. All ditches/swales stabilized 200’ back from point of discharge or property edge within 24
hours? (Mulch, hydromulch, tackifier, or similar best management practices [BMPs] are not
acceptable in ditches/swales if the slope is greater than 2%) ☐ ☐ ☐
5. Do pipe outlets have energy dissipation (within 24 hours of connection)? ☐ ☐ ☐
6. Is construction phasing being followed in accordance with the SWPPP? ☐ ☐ ☐
7. Are areas not to be disturbed marked off (flags, signs, etc.)? ☐ ☐ ☐
Comments:
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Sediment control requirements (Section 9.1))
Yes No NA
1. Are perimeter sediment controls installed properly on all down gradient perimeters? ☐ ☐ ☐
2. Are appropriate BMPs installed protecting inlets, catch basins, and culvert inlets? ☐ ☐ ☐
3. Is a 50 foot natural buffer preserved around all surface waters during construction? ☐ ☐ ☐
If No, have redundant sediment controls been installed? ☐ ☐ ☐
4. Do all erodible stockpiles have perimeter control in place? ☐ ☐ ☐
5. Is there a temporary sediment basin on site, and is it built as required in Section 14 of the
permit? ☐ ☐ ☐
6. Is soil compaction being minimized where not designed for compaction? ☐ ☐ ☐
7. Is topsoil being preserved unless infeasible? ☐ ☐ ☐
8. If chemical flocculants are used, is there a chemical flocculant plan in place? ☐ ☐ ☐
Comments:
Maintenance and inspections (Section 11)
Yes No NA
1. Are all previously stabilized areas maintaining ground cover? ☐ ☐ ☐
2. Are perimeter controls maintained and functioning properly, sediment removed when one-
half full? ☐ ☐ ☐
3. Are inlet protection devices maintained and adequately protecting inlets? ☐ ☐ ☐
4. Are the temporary sediment basins being maintained and functioning properly? ☐ ☐ ☐
5. Are vehicle tracking BMPs at site exists in place and maintained and functioning properly? ☐ ☐ ☐
6. Is all tracked sediment being removed within 24 hours? ☐ ☐ ☐
7. Have all surface waters, ditches, conveyances, and discharge points been inspected? ☐ ☐
8. Were any discharges seen during this inspection (i.e., sediment, turbid water, or otherwise)? ☐ ☐
If yes, record the location of all points of discharge. Photograph and describe the discharge (size, color, odor, foam, oil
sheen, time, etc.). Describe how the discharge will be addressed. Was the discharge a sediment delta? If yes, will the delta
be recovered within seven days and in accordance with item 11.5 of the permit?
Comments:
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Pollution prevention (Section 12)
Yes No NA
1. Are all construction materials that can leach pollutants under cover or protected? ☐ ☐ ☐
2. Are hazardous materials being properly stored? ☐ ☐ ☐
3. Are appropriate BMPs being used to prevent discharges associated with fueling and
maintenance of equipment or vehicles? ☐ ☐ ☐
4. Are all solid wastes being properly contained and disposed of? ☐ ☐ ☐
5. Is there a concrete/other material washout area on site and is it being used? ☐ ☐ ☐
6. Is the concrete washout area marked with a sign? ☐ ☐ ☐
7. Are the concrete/other material washout areas properly maintained? ☐ ☐ ☐
Comments:
Other
Yes No NA
1. Is a copy of the SWPPP, inspection records, and training documentation located on the
construction site, or can it be made available within 72 hours? ☐ ☐ ☐
2. Has the SWPPP been followed and implemented on site, and amended as needed? ☐ ☐ ☐
3. Is any dewatering occurring on site? ☐ ☐ ☐
If yes, what BMPs are being used to ensure that clean water is leaving the site and the
discharge is not causing erosion or scour?
4. Will a permanent stormwater management system be created for this project if required
and in accordance with Section 15 of the permit (if adding an acre or more of new
impervious surface)? ☐ ☐ ☐
If yes, describe:
5. If infiltration/filtration systems are being constructed, are they marked and protected
from compaction and sedimentation? ☐ ☐ ☐
6. Description of areas of non-compliance noted during the inspection, required corrective actions, and recommended date of
completion of corrective actions:
7. Proposed amendments to the SWPPP:
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8. Potential areas of future concern:
9. Additional comments:
Disclosures:
· After discovery, the permit requires many of the deficiencies that may be found on site be corrected within a specified
period of time. See permit for more details.
· The Permittee(s) is/are responsible for the inspection and maintenance of temporary and permanent water quality
management BMPs as well as erosion prevention and sediment control BMPs until another Permittee has obtained
coverage under this Permit according to Section 3, or the project has met the termination conditions of the permit and a
Notice of Termination has been submitted to the Minnesota Pollution Control Agency.
1
MS4 Annual Assessment
Municipal Stormwater Permit Program
City of Orono
The Annual SWPPP Assessment shall be performed prior to completion of each Annual Report. Use this form to
evaluate program compliance, appropriateness of BMP practices, and progress towards identified measurable goals.
Note: This annual assessment shall be done to comply with the requirements of NPDES/SDS Permit MN R100001.
Reviewer(s): __________________________________________ Date: _________________________
1. Program Management (Part III and IV)
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable S M U NA
1 Stormwater program organizational structure to implement SWPPP.
2 Internal communication and coordination to implement SWPPP.
3 Effective use of outside groups and/or partnerships to implement SWPPP.
4 Review and evaluation of measurable goals as defined in SWPPP.
5 Process or procedures for establishing stormwater priorities.
6 Program documentation and record retention.
7 Submittal of annual report by June 30th.
8 Prepared for permit compliance evaluation, audit, and provided materials requested
by MPCA staff.
Comments:
Recommended Actions:
2. Impaired Waters/TMDLs (Part III.E)
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable S M U NA
1 Review of impaired waters and evaluation of SWPPP for appropriate reductions.
2 Implementing BMPs and making progress toward meeting each applicable Waste
Load Allocation (WLA).
3 Estimated cumulative reductions in loading and implementing adaptive management
strategies for achieving each WLA.
Comments:
Recommended Actions:
3. MCM 1 – Public Education and Outreach (Part III.D.1)
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable S M U NA
1 Distributed educational materials or conducted equivalent outreach activities on
stormwater-related issue(s) of high priority.
2 Distributed materials or conducted equivalent outreach activities on illicit discharge
recognition and reporting.
3 Implementation plan with identified target audiences and activities to reach
measurable goals.
2
4 Utilization of other entities and partnerships as appropriate to implement a
stormwater educational program.
5 Annual evaluation of education program measurable goals reviewed for adequacy
and updated as necessary.
Comments:
Recommended Actions:
4. MCM 2 – Public Participation and Involvement (Part III.D.2)
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable S M U NA
1 Procedures to solicit public input and opinion annually on the adequacy of the
SWPPP.
2 Consider oral statements and written comments by the public regarding the SWPPP.
3 Provide access to the SWPPP Document, Annual Reports and other documentation
for public review upon request.
4 Process to consider input and make appropriate modifications to the SWPPP.
5 Documentation of all relevant written input received regarding the SWPPP and all
responses from the permittee regarding input received on the SWPPP.
6 Documentation of date(s) and location(s) of events to meet requirements of MCM 2
and documentation of notices provided to the public regarding events scheduled to
meet these requirements.
Comments:
Recommended Actions:
5. MCM 3 – Illicit Discharge Detection and Elimination (Part III.D.3)
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable S M U NA
1 Completed storm sewer system map updates showing the location of items in Part
III.C.1.a. – d.
2 Ordinance or other regulatory mechanism in place that prohibits illicit discharges into
MS4 conveyances and establishes appropriate enforcement procedures and actions.
3 Incorporation of illicit discharge detection into all maintenance and inspection
activities.
4 Provides Illicit Discharge, Detection, and Elimination training for all field staff.
5 Identified priority areas likely to have illicit discharges and information used to guide
subsequent inspections.
6 Developed and utilizes Enforcement Response Procedures (ERPs) for investigating,
locating, and eliminating the source of illicit discharges and spills.
7 Informs businesses and the general public about illicit discharges/illegal dumping.
8 Evaluated non-stormwater discharges as described in Part I.A.2.
9 Maintains adequate documentation of illicit discharge reports, tracking, and
elimination procedures as required in Part III.D.3.h.
Comments:
Recommended Actions:
3
6. MCM 4 – Construction Site Stormwater Runoff Control (Part III.D.4)
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable S M U NA
1 Ordinance or other regulatory mechanism in place that establishes erosion and
sediment controls as stringent as the MPCA National Pollutant Discharge Elimination
System/State Disposal System, Construction Stormwater General Permit.
2 Requirements for construction site operators to implement waste controls and
erosion and sediment control BMPs.
3 Requirements for construction site operators to develop site plans prior to the start
of construction activity for review and approval.
4 Written procedures for site plan review to ensure compliance with the requirements
of the regulatory mechanism or ordinance.
5 Written procedures for site inspections to determine compliance with the
requirements of the regulatory mechanism or ordinance.
6 Utilization of ERPs to ensure compliance with the regulatory mechanism or
ordinance.
7 Written procedures for receipt and consideration of reports of noncompliance or
other information.
8 Documentation of site plan review information for the proposed construction activity
and documentation of site inspections of the active construction site.
Comments:
Recommended Actions:
7. MCM 5 – Post Construction Stormwater Management (Part III.D.5)
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable S M U NA
1 Ordinance or other regulatory mechanism to address post-construction stormwater
runoff from new development and redevelopment meeting requirements for Part
III.D.5.a.
2 Strategies for implementing structural stormwater BMPs for post-construction
stormwater management.
3 Written procedures for site plan reviews prior to the start of construction activity to
ensure compliance with requirements of the regulatory mechanism or ordinance.
4 Stormwater management limitations for infiltration techniques constructed in areas
of contaminated soils, high groundwater, clayey soils, and soils with high infiltration
rates.
5 Mitigation strategies when stormwater management for Total Suspended Solids (TSS)
and/or Total Phosphorus (TP) cannot be achieved on the site of the original
construction activity.
6 Documentation of site plan reviews, mitigation projects, legal mechanisms for long
term maintenance of structural stormwater BMPs
Comments:
Recommended Actions:
4
8. MCM 5 – Pollution Prevention/Good Housekeeping for Municipal Operations (Part III.D.6)
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable S M U NA
1 Operation and Maintenance Program to prevent or reduce pollutant runoff from
municipal operations.
2 Facilities inventory of permittee owned/operated facilities that contribute pollutants
to stormwater discharges.
3 Development and implementation of BMPs for inventoried facilities and municipal
operations, such as those described in Part III.D.6.b.(2).(a). – (l).
4 Development and implementation of BMPs for stormwater discharges that may
affect Source Water Protection Areas.
5 Procedures and a schedule for determining TSS and TP treatment effectiveness of all
permittee owned/operated stormwater ponds
6 Annual inspections of all structural stormwater BMPs.
7 At least one inspection of all outfalls and ponds prior to the expiration of the Permit.
8 Quarterly inspections of all stockpiles, storage, and material handling areas.
9 Repairs, replacement, or maintenance activities for structural stormwater BMPs
based on inspection findings.
10 Employee training program commensurate with employee’s job duties and addresses
the importance of protecting water quality.
11 Documentation of maintenance activities, maintenance schedules, BMP inspections,
and employee training.
Comments:
Recommended Actions:
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SWPPP checklist
Construction Stormwater Program
Stormwater Pollution Prevention Plan (SWPPP)
Doc Type: Stormwater Pollution Prevention Plan (SWPPP)
C000
Background: This checklist is used by Minnesota Pollution Control Agency (MPCA) staff for Stormwater Pollution Prevention Plan
(SWPPP) reviews. It is provided as an additional resource intended for SWPPP designers for construction projects to assure all
required elements of a SWPPP are included. Use of this checklist will help you to determine if your SWPPP is complete, though not
all checklist items are applicable to all projects. This checklist can be used for all size projects; however, the guidance document
“Stormwater Compliance Assistance Toolkit for Small Construction Operators,” contains a SWPPP template designed specifically
for small site projects. This guidance is available on the MPCA Construction Stormwater webpage at:
https://www.pca.state.mn.us/water/construction-stormwater.
Note - This checklist is for your information and use is voluntary. The checklist does not need to be returned to the MPCA.
Review information
Applicant: Project name:
Application date: Reviewer name:
Reason for review:
Yes N/A
Mandatory (over 50 acres and discharging to a special or
impaired water)
Random audit
Enforcement case
Notes
Case lead:
SWPPP contains a combination of:
Yes N/A
Narrative
Plan sheets
Standard detail sheets (where appropriate)
Notes
SWPPP information
Yes N/A SWPPP narrative should contain the following:
A description of the nature of the construction activity
The person knowledgeable and experienced in the
application of erosion prevention and sediment control
best management practices (BMPs) who will oversee
the implementation of the SWPPP
The person, organization, or entity (name or title)
responsible for long-term operation and maintenance
of the permanent stormwater treatment system
Documentation for all trained individuals
A description of installation timing for all erosion
prevention and sediment control BMPs
A description of the permanent cover methods for all
exposed soil areas (may be in narrative or on plan
sheets)
Any stormwater mitigation measures proposed as part
of environmental, endangered species, archaeological
or other required local, state or federal reviews
conducted for the project
Identify discharges to any U.S. Environmental
Protection Agency (EPA)-approved Total Maximum
Daily Load (TMDL) for the pollutants/stressors
described in item 23.7
Notes
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Yes N/A SWPPP narrative should contain the following
(continued):
A description of the permanent stormwater treatment
system
A description of procedures to amend the SWPPP
A description of methods used to minimize soil
compaction and preserve topsoil
In designing the stormwater controls, the SWPPP must
account for:
Yes N/A
The expected amount, frequency, intensity
and duration of precipitation
The nature of stormwater runoff and run-on at
the site, including factors such as expected
flow from impervious surfaces, slopes and site
drainage features
The range of soil particles expected to be
present
The stormwater volume, velocity, and peak
flowrates to minimize discharge of pollutants
in stormwater and to minimize channel and
streambank erosion and scour in the
immediate vicinity of discharge points
A description of any specific chemicals and chemical
treatment systems used for enhancing the
sedimentation and how compliance with item 9.18 will
be achieved
Acres of impervious surfaces (pre- and post-
construction)
If permittees determine compliance with the following
requirements is infeasible, document the
determination:
Yes N/A
Temporary sediment basins (must describe
alternative BMPs used)
If the permanent treatment system for linear
projects cannot be constructed within the
right-of-way (reasonable attempt to obtain
the right-of-way must be made)
Buffer zones
The full volume reduction requirement
Any required site assessments for groundwater or soil
contamination
Tabulated quantities of all erosion prevention and
sediment control BMPs anticipated for the life of the
project
Notes
Yes N/A The plan sheets should contain the following:
A site map or maps including:
Yes N/A
Existing and final grades
Drainage area boundaries
Direction of stormwater flow
All discharge points where stormwater is
leaving the site or entering a surface water
Soil types
Impervious surfaces
Locations of potential pollutant generating
activities (as identified in Section 12)
Areas of steep slope (3:1 or greater)
All surface waters, existing wetlands, and
stormwater ponds/basins within one aerial
mile that receive stormwater from the
construction site, during or after construction
Note: If they do not fit on the plan sheets,
use an arrow to note the direction and
distance
Notes
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Yes N/A The plan sheets should contain the following
(continued):
Yes N/A
Construction activity areas that are adjacent
to and drain to Public Waters for which the
Minnesota Department of Natural Resources
(DNR) has promulgated “work in water
restrictions” during specified fish spawning
time frames
50 foot buffer zones
100 foot permanent buffer zones
Locations and types of all temporary and permanent
erosion prevention and sediment control BMPs
Locations of areas where construction will be phased
to minimize duration of exposed soil areas
Yes N/A Standard plates or specifications:
Are standard plates or specifications included where
appropriate?
Notes
Construction activity requirements
Yes N/A Erosion prevention measures:
Exposed soils (including stockpiles) have erosion
protection/cover initiated immediately and completed
within 14 days (or 7 days per Section 23)
For DNR Public Waters with “work in waters
restrictions” during specified fish spawning time
frames, stabilization must be completed for all
exposed soil areas within 200 feet of the water’s edge,
and draining to the water, within 24 hours during the
restriction period
The wetted perimeter of the last 200 linear feet of
ditches must be stabilized within 24 hours of
connecting to a surface water or property line
Temporary or permanent ditches or swales that are
being used as a sediment containment system during
construction must be stabilized within 24 hours after
no longer being used as a sediment containment
system
Pipe outlets must have energy dissipation within 24
hours of connecting to a surface water or permanent
stormwater treatment system
Mulch, hydromulch, tackifier, polyacrylamide, or similar
erosion prevention practices cannot be used within the
normal wetted perimeter of drainage ditches or swale
sections with a continuous slope greater than 2%
Notes
Yes N/A Sediment control measures:
Sediment control practices are established on
downgradient perimeters and upgradient of any buffer
zones
Sediment control practices are established at the base
of stockpiles on the downgradient perimeter
Stockpiles are located outside of natural buffers or
surface waters, including stormwater conveyances
(e.g., curb and gutter systems) unless there is a
bypass
Inlet protection BMPs included
Vehicle tracking BMPs established where vehicles are
exiting the site to minimize street tracking
Notes
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Yes N/A Sediment control measures (continued):
Plans to preserve topsoil (unless infeasible)
Plans to minimize soil compaction
Direct discharges from BMPs to vegetated areas,
unless infeasible
50-foot natural buffers are preserved or (if maintaining
buffer is infeasible) redundant sediment controls are
provided when a surface water is located within 50
feet of the project’s earth disturbances and drains to
the surface water
Notes
Yes N/A Dewatering and basin draining:
If dewatering is required on the site, there must be a
plan in place to prevent nuisance conditions, erosion,
and inundation of wetlands
If using filters with backwash water, backwash water
must be hauled away for disposal, returned to the
beginning of the treatment process, or incorporated
into the site in a manner that does not erode into
runoff
Notes
Yes N/A Inspection requirements:
The SWPPP must identify the trained person (as
identified in item 21.2.b) who will conduct inspections
Inspections must be performed once every 7 days
Inspections must be performed within 24 hours of a
rain event greater than 0.5 inches in 24 hours
Inspection and Maintenance records should include:
Yes N/A
Date and time of inspection
Name of person(s) conducting inspections
Findings of inspections, including the
specific location where corrective actions are
needed
Corrective actions taken (including dates,
times, and party completing maintenance
activities)
Date and amount of rainfall events greater
than 0.5 inch in 24 hours
Rainfall amounts must be obtained by a
properly maintained rain gauge installed
onsite, or by a weather station that is within
one mile or by a weather reporting system
Requirements to observe any discharge that
may be occurring during the inspection.
Discharge should also be described and
photographed
Notes
Yes N/A Maintenance requirements:
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.
Perimeter control devices must be repaired, replaced,
or supplemented when nonfunctional or sediment
reaches one-half the height of the device.
Temporary and permanent sediment basins must be
drained and sediment removed when the depth of
sediment collected reaches one-half storage volume
Notes
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Yes N/A Maintenance requirements (continued):
All sediment deposits and deltas must be removed
from surface waters (including drainage ways, catch
basins, and other drainage systems) and the removal
areas restabilized within seven days
Sediment on paved surfaces (e.g., sediment tracked
from vehicles) must be removed within one calendar
day of discovery
Permanent stormwater treatment BMPs must be
inspected and maintained
Notes
Yes N/A Pollution prevention management measures:
Proper storage, handling, and disposal of construction
products, materials, and wastes is required
SWPPP should address fueling and maintenance of
equipment or vehicles and spill prevention and
response
Limit exterior vehicle and equipment washing to a
defined area of the site
The SWPPP should include a description of the
containment for concrete and other washout waste
Portable toilets must be positioned so that they are
secure
Notes
Yes N/A Permit termination conditions:
Permanent uniform perennial vegetative cover must
be established at 70% density of its expected final
growth
The permanent stormwater treatment system is
constructed, meets all requirements, and is operating
as designed
All temporary synthetic erosion prevention and
sediment control BMPs must be removed
Clean out sediment from conveyance systems and
permanent stormwater treatment systems (return to
design capacity)
For residential sites, install temporary erosion
protection and downgradient perimeter control and
distribute the MPCA’s Homeowner Fact Sheet
Submit a Notice of Termination (NOT) to the MPCA
Notes
Design requirements
Yes N/A Temporary sediment basins:
If yes:
Yes N/A
Basins must provide live storage for runoff
from a 2-year, 24-hour storm (minimum
1,800 ft3/acre) or, with no calculative
minimum, provide 3,600 ft3/acre
Outlets must be designed to remove
floating debris
Outlets must be designed to allow complete
drawdown
Outlets must be designed to withdraw
water from the surface
Outlets must have energy dissipation within
24 hours of connecting to a surface water
Notes
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Yes N/A Temporary sediment basins (continued):
If yes:
Yes N/A
Basins must be designed to prevent
short circuiting
Basins must have a stabilized emergency
overflow
Basins must be situated outside of surface
waters and any required buffer zones
Notes
Yes N/A Permanent stormwater treatment system:
Include calculations for the permanent stormwater
treatment system (water quality volume of one inch
times the net increase of impervious surfaces created
by the project to be retained on site)
Volume reduction practices must be considered first
Is infiltration prohibited due to the practice being
constructed in or receiving discharges from one of the
following?
Yes N/A
Areas where vehicle fueling and
maintenance occur
Areas with less than three (3) feet of
separation distance from the bottom of the
infiltration system to the seasonally
saturated soils or the top of bedrock
Areas where industrial facilities are not
authorized to infiltrate industrial stormwater
under a National Pollutant Discharge
Elimination System (NPDES)/State
Disposal System (SDS) Industrial
Stormwater Permit issued by the MPCA:
Automobile salvage yards
Scrap recycling and waste recycling
facilities
Hazardous waste treatment, storage or
disposal facilities
Air transportation facilities that conduct
deicing activities
Areas where high levels of contaminants in
soil or groundwater may be mobilized by
the infiltrating stormwater
Areas of predominantly Hydrological
Soil Group D (clay) soils
Areas within 1,000 feet upgradient, or 100
feet downgradient of active karst features
Areas within a Drinking Water Supply
Management Area (DWSMA) as defined in
Minn. R. 4720.5100, subp. 13, if the system
will be located in:
An Emergency Response Area (ERA)
within a DWSMA classified as having
high or very high vulnerability
An ERA within a DWSMA classified as
having moderate vulnerability unless a
regulated MS4 Permittee has performed
or approved a higher level of
engineering review
Notes
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Yes N/A Permanent stormwater treatment system (continued):
Outside of an ERA within a DWSMA
classified as having high or very high
vulnerability unless a regulated MS4
Permittee has performed or approved a
higher level of engineering review
Areas where soil infiltration rates are
field measured at more than 8.3 inches per
hour unless soils are amended to slow the
infiltration rate below 8.3 inches per hour
If infiltration is prohibited:
Yes N/A
Other methods of volume reduction are
considered
The water quality volume is treated by a
wet sedimentation basin, filtration system,
regional ponding or equivalent methods
prior to the discharge of stormwater to
surface waters.
If proximity to bedrock precludes the installation of any
of the permanent stormwater management practices,
some treatment has been provided:
Yes N/A
Grassed swales
Smaller ponds
Grit chambers
Notes
Yes N/A Permanent treatment method selected:
Infiltration (e.g., infiltration basins, infiltration trenches,
rain gardens, swales with check dams, natural
depressions)
Yes N/A
Include at least one soil boring, test pit or
infiltrometer test in the location of the
infiltration practice
If the infiltration rate has been field-
measured, the rate has been divided by
two for design purposes
Appropriate testing has been conducted to
ensure a minimum of three feet of
separation from the bottom of the infiltration
practice to the seasonally saturated soils
and/or bedrock
The system has been designed to maintain
pre-existing hydrologic conditions of
wetlands in the vicinity (e.g., do not breach
a perched water table that is supporting a
wetland)
The SWPPP includes requirements to
avoid excavating the infiltration system
within three feet of final grade before the
drainage area is stabilized
If the infiltration system is excavated within
three feet of final grade, rigorous erosion
prevention and sediment control BMPs are
used to keep all runoff and sediment out of
the infiltration system
Notes
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Yes N/A Permanent treatment method selected (continued):
Infiltration (continued)
Yes N/A
A pretreatment device is planned
All stormwater routed to the practice can be
discharged in 48 hours
Note: Any additional flows must bypass the
system through a stabilized discharge point
There is a way to visually verify the system
is operating as designed
Adequate maintenance access is provided
Notes
Filtration (e.g., sand filters, biofiltration areas, swales
using underdrains and check dams, and underground
sand filters)
Yes N/A
The filtration system is designed to remove
at least 80% of total suspended solids
(TSS)
The SWPPP includes requirements to not
install the filter media until the drainage
area is fully stabilized
If the filter media is installed before the
drainage area is fully stabilized, rigorous
erosion prevention and sediment control
BMPs are used to keep all runoff and
sediment out of the filtration practice
A pretreatment device is planned
All stormwater routed to the practice can be
discharged in 48 hours or less
There is a way to visually verify the system
is operating as designed
Appropriate testing has been conducted to
ensure a minimum of three feet of
separation from the bottom of the filtration
practice to the seasonally saturated soils
and/or bedrock
If there is less than three feet of separation,
the filter has been designed with an
impermeable liner
Adequate maintenance access is provided
Notes
Wet sedimentation basin
Yes N/A
The basin must provide live storage of one
inch (or the remainder of volume not
reduced) of runoff from new impervious
surfaces
The basin must provide a permanent
volume of 1,800 feet3 below the outlet pipe
for each acre draining to the basin
The permanent pool depth is between 3
feet and 10 feet
Notes
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Wet sedimentation basin (continued)
The basin is configured to minimize scour
or resuspension of solids
Outlets must be designed to discharge at
less than 5.66 cubic feet per second (cfs)
per acre of pond
Outlets must be designed to prevent short
circuiting
Outlets must be designed to prevent the
discharge of floatables
A stabilized emergency overflow is
provided
Adequate maintenance access is provided
The basin is located outside of surface
waters and any buffer zones required in
item 23.11
If the basin is in active karst terrain, the
basin must be designed with an
impermeable liner
Notes
Regional wet sedimentation basin
Yes N/A
Provide written authorization from the
owner of the regional basin
Ensure that there will be no significant
degradation of waterways between the
project and the regional basin
The regional basin design conforms to the
permit requirements for a wet
sedimentation basin
Notes
Yes N/A Record retention requirements:
The SWPPP (including all changes to it) must be kept
at the site during construction by the permittee who
has operational control of that portion of the site
Notes
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Yes N/A Additional requirements for discharges to Special (Prohibited, Restricted, Other) and Impaired Waters:
Does this site drain to a discharge point on the project that is within one aerial mile of a Special or Impaired Water?
Which type of special or
impaired water? BMP category Notes
Prohibited waters
Wilderness areas
23.9, 23.10, 23.11,
23.13, 23.14
Part of Lake Superior
23.9, 23.10, 23.11,
23.13, 23.14
Scientific and natural areas
23.9, 23.10, 23.11,
23.13, 23.14
Restricted waters
Lake Superior (apart from
Prohibited)
23.9, 23.10, 23.11
Scenic and recreational
river segments
23.9, 23.10, 23.11
Lake Trout lakes 23.9, 23.10, 23.11
Calcareous fens 23.9, 23.10, 23.11
Other special waters
Trout lakes 23.9, 23.10, 23.11
Trout streams
23.9, 23.10, 23.11,
23.12
Impaired water
Impaired for phosphorus,
turbidity, TSS, dissolved
oxygen or aquatic biota
23.9, 23.10
BMP category Requirement Notes
23.9
Stabilization initiated immediately and
completed within seven days
23.10
Temporary sediment basin provided for
areas of five acres or more that drain to
a common location
23.11
Include and maintain at all times an
undisturbed buffer zone of not less
than 100 linear feet from a special
water
23.12 Temperature controls
23.13
Conduct routine site inspections once
every three days when draining to
Prohibited Waters
23.14 If discharges to prohibited waters
cannot provide volume reduction equal
to one inch times the net increase of
impervious surfaces, permittees must
develop a permanent stormwater
treatment system design that will result
in no net increase of TSS or
phosphorus to the prohibited water
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Yes N/A Requirements for discharges to wetlands:
Does this site have a discharge with the potential for
adverse impacts to wetlands?
If yes:
Yes N/A
Has the wetland mitigation sequence
(avoid, minimize, mitigate) been
followed/satisfied? Permittee must
demonstrate this through one of the
following:
The potential adverse impacts are
addressed by permits/approvals from an
official statewide program (e.g., U.S. Army
Corps of Engineers, Minnesota DNR,
Wetland Conservation Act)
If there are impacts not addressed by the
permits or other determinations,
compliance with 7050.0186 must be
documented to the MPCA and approved
Notes
Appendix L: TMDL Plans
Checklist for bacteria source inventory
Category
MS4 Infrastructure
Inventory status
(select from
dropdown)
Mapped
(select from
dropdown) Priority
Implementation practices (select
from dropdown) Notes
Public outreach
component?
Link to
guidance
Impervious surface runoff On-going yes Low Street sweeping No Link
Illegal dumping On-going no Low Other Ordinance Yes Link
Street litter/decaying plant matter On-going yes Medium Street sweeping No Link
Illicit connections to MS4 On-going no Low Other Ordinance Yes Link
Excessive irrigation/overspray On-going no Low
Elimination of over-spray
irrigation No Link
Biofilms/regrowth in MS4 On-going no Low Street sweeping No Link
Leaky sewer pipes On-going no Low Other CIPP or Replacement No Link
Grass areas draining to MS4s On-going no Low Street sweeping No Link
Municipal Sanitary Infrastructure
Combined sewer overflows (CSOs)Not applicable Link
Sanitary sewer overflows (SSOs)Not applicable Link
Sanitary sewer inflow and infiltration (I&I)On-going no Medium Other CIPP or Replacement No Link
Illicit sanitary connections to MS4s On-going no Low Other Ordinance Yes Link
Other Human Sanitary Sources
Porta-potties (poorly maintained)On-going no Low Other Ordinance No Link
Leaky sewer pipes On-going no Low Other Ordinance No Link
Leaky/failing septic systems On-going no Low Other Ordinance No Link
Homeless encampments Not applicable Link
Dumpsters On-going no Low Other Ordinance No Link
Trash cans On-going no Low Other Ordinance No Link
Garbage trucks On-going no Low Other Ordinance No Link
Domestic pets
Dog parks Completed yes Low Installation of pet waste bags Lurton Dog Park Yes Link
Dogs, cats, etc. residential On-going no Low Other Ordinance Yes Link
Urban wildlife
Rodents/vectors On-going no Low Other Rodent Management No Link
Birds/bird congregation areas (gulls, geese,
pigeons)On-going yes Low Waterfowl management
Summit Beach, Sandy Beach, Casco
Beach, Lydiard Beach No Link
Open space On-going yes Low NA No Link
Other urban sources
Landfills Not applicable Link
Food processing facilities Not applicable Link
Outdoor dining On-going no Low Other Ordinance No Link
Restaurant grease bins On-going no Low Other Ordinance No Link
Bars/stairwells (washdown areas)On-going no Low Other Ordinance No Link
Road construction On-going no Low Infiltration BMPs No Link
Piers/docks On-going no Low Other Ordinance No Link
Urban non-stormwater discharges
Power washing On-going no Low Other Ordinance Yes Link
Car washing On-going no Low Other Ordinance Yes Link
Pools/hot tubs On-going no Low Other Ordinance Yes Link
Reclaimed water/gray water On-going no Low Other Ordinance No Link
Recreational sources
Bathers/boaters On-going no Low NA Link
RVs (mobile)Not applicable Link
Agricultural sources
Livestock/manure storage On-going no Low Other Ordinance No Link
Livestock, pasture On-going no Low Other Ordinance No Link
Livestock, corrals On-going no Low Other Ordinance No Link
Livestock (CAFOs)On-going no Low Other Ordinance No Link
Manure spreading On-going no Low Other Ordinance No Link
Municipal biosolids reuse Not applicable Link
Reclaimed water/gray water On-going no Low Other Ordinance No Link
Irrigation tailwater On-going no Low Other Ordinance No Link
Slaughterhouses Not applicable Link
Other sources
Grazing On-going no Low Other Ordinance No Link
Streambank erosion On-going no Low Other Repair Erosion No Link
Wildlife populations On-going no Low NA Link
Other (describe in notes)Link
Other (describe in notes)Link
Appendix M: Documentation
Title VI - LAND USE
Chapter 79 CONSTRUCTION SITE RUNOFF CONTROL
Orono, Minnesota, Code of Ordinances Created: 2022-07-19 16:13:06 [EST]
(Supp. No. 20, Update 2)
Page 1 of 10
Chapter 79 CONSTRUCTION SITE RUNOFF CONTROL
Sec. 79-1. Intent.
To promote the health, safety and general welfare of the citizens of Orono, Minnesota, by requiring
stormwater management practices for construction activity.
(Ord. No. 55 3rd series, § 1, 4-13-2009)
Sec. 79-2. Statutory authorization.
This chapter is adopted pursuant to Minn. Stat. § 462.351.
(Ord. No. 55 3rd series, § 1, 4-13-2009)
Sec. 79-3. Findings.
The city hereby finds that uncontrolled land disturbing or development activities at construction sites are
subject to soil erosion and other pollutants that enter into receiving water bodies adversely affecting the public
health, safety and general welfare by impacting water quality, creating nuisances, impairing other beneficial uses
of environmental resources, entering roads and damaging the pavement, and trespassing on private land.
(Ord. No. 55 3rd series, § 1, 4-13-2009)
Sec. 79-4. Purpose.
The purpose of these regulations is to promote, preserve and enhance the natural resources within the city
and protect them from adverse effects occasioned by poorly sited development or incompatible activities by
regulating land disturbing or development activities that would have an adverse and potentially irreversible impact
on water quality and environmentally sensitive land; by minimizing conflicts and encouraging proper installation
and maintenance of best management practices (BMPs) for land disturbing or development activities; and by
requiring detailed review standards and procedures for land disturbing or development activities proposed for
such areas, thereby achieving a balance between development and protection of water quality and natural areas.
(Ord. No. 55 3rd series, § 1, 4-13-2009)
Sec. 79-5. Definitions.
The following terms, phrases, words and their derivatives shall have the meaning ascribed to them, except
where the context clearly indicates a different meaning. When inconsistent with the context, words used in the
present tense include the future tense, words in the plural number include the singular number, and words in the
singular number include the plural number. The word "shall" is always mandatory and not merely directive.
City means the administrative staff, or its agent, of the City of Orono.
Best management practices (BMP) means erosion and sediment control and water quality management
practices that are the most effective and practicable means of controlling, preventing, and minimizing the
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(Supp. No. 20, Update 2)
Page 2 of 10
degradation of surface water, including construction-phasing, minimizing the length of time soil areas are exposed,
prohibitions, and other management practices published by state or designated area-wide planning agencies.
Detention facility means a permanent natural or man-made structure, including wetlands, for the temporary
storage of stormwater which contains a permanent pool of water.
Discharge means the release, conveyance, channeling, runoff, or drainage, of stormwater including
snowmelt, from a construction site.
Exposed soil areas means all areas of the construction site where the vegetation (trees, shrubs, brush,
grasses, etc.) or impervious surface has been removed, thus rendering the soil more prone to erosion. This
includes topsoil stockpile areas, borrow areas, and disposal areas within the construction site. It does not include
stockpiles or surcharge areas of gravel, concrete or bituminous. Once soil is exposed it is considered "exposed
soil," until it meets the definition of final stabilization.
Final stabilization means that all soil disturbing activities at the site have been completed, and that a uniform
perennial vegetative cover with a density of 75 percent for unpaved areas and areas not covered by permanent
structures has been established, or equivalent permanent stabilization measures have been employed. Simply
sowing grass is not considered final stabilization.
Land disturbing or development activities means any change of the land surface including removing
vegetative cover, excavating, filling, grading and the construction of any structure.
Owner means a person who owns the land on which land disturbing activities are proposed to occur or are
occurring.
Person means any individual, firm, corporation, partnership, franchise, association or governmental entity.
Public waters has the meaning given it in Minn. Stat. § 103G.005, subd. 15.
Sediment means solid matter carried by water, sewage, or other liquids.
Stormwater pollution prevention plan (SWPPP) means a joint stormwater and erosion and sediment control
plan satisfying the requirements of this chapter.
Structure means anything which is built, constructed or erected, an edifice or building of any kind, or any
piece of work artificially built up or composed of parts joined together in some definite manner, which requires a
location on, below or above the ground, land or water, or attached to something having a location on the ground,
land or water.
Stormwater means precipitation runoff, stormwater runoff, snow melt off, and any other surface runoff and
drainage.
Waters of the state has the meaning given it in Minn. Stat. § 115.01, subd. 22.
Wetlands means type 1, 2, 3, 4, 5, 6, 7, and 8 wetlands, as defined in circular 39, "Wetlands of the United
States," 1971 edition, United States Department of the Interior.
(Ord. No. 55 3rd series, § 1, 4-13-2009; Ord. No. 69 3rd series, § 1, 4-12-2010)
Sec. 79-6. Permit and SWPPP required.
(a) Applicability. No owner shall conduct or allow land disturbing activities that meet any of the following criteria
without a land disturbance permit and submitting a stormwater pollution prevention plan (SWPPP) pursuant
to this chapter.
(1) Land disturbance greater than or equal to one acre or which will be part of a larger common plan or
development that will include land disturbing activities greater or equal to one acre.
Created: 2022-07-19 16:13:06 [EST]
(Supp. No. 20, Update 2)
Page 3 of 10
(2) Grading, excavation, fill, which is greater than or equal to ten cubic yards (CY) within the shore setback
zone of any lake.
(3) Grading, excavation, or fill which is greater than or equal to 50 CY or 5,000 square feet.
(b) [Approval.] No building permit, subdivision approval, or other permit that will result in land disturbing
activities shall be issued until approval of the stormwater pollution prevention plan or a waiver of the
approval requirement has been obtained in conformance with the provisions of this chapter.
(c) Exemptions. The provisions of this chapter do not apply to:
(1) A project for which a building permit was issued on or before April 13, 2009; or
(2) Emergency work to protect life, limb or property; or
(3) Tilling, planting, or harvesting of agricultural, horticultural, or silvicultural (forestry) crops.
(Ord. No. 55 3rd series, § 1, 4-13-2009; Ord. No. 69 3rd series, § 1, 4-12-2010; Ord. No. 220 3rd series, § 1, 12-10-
2018)
Sec. 79-7. Application procedures.
(a) Permit application. To obtain a land disturbance permit, the owner shall first file an application on a form
furnished by the city for that purpose. Every such application shall:
(1) Identify and describe the work to be covered by the permit for which application is made.
(2) Describe the land on which the proposed work is to be done by legal description, street address or
similar description that will readily identify and definitely locate the proposed building or work.
(3) Indicate the purpose of the proposed work.
(4) Be accompanied by a stormwater pollution prevention plan as required in section 79-9(c).
(5) Be signed by the owner(s) or authorized agent.
(6) Give such other data and information as may be required by the city.
(b) Financial security.
(1) Security required. The owner shall provide the city with financial security to ensure the performance of
the owner's obligations pursuant to this chapter. The financial security may be a letter of credit in a
form acceptable to the city or cash. The financial security must be provided to the city before issuance
of the permit. The city may use the financial security to assure that the work is completed in
accordance with the stormwater pollution prevention plan and the provisions of this chapter. The
financial security may also be used by the city to eliminate any hazardous conditions associated with
the work and to repair any damage to public property or infrastructure that is caused by the work.
Amount of security. The amount of security shall be 125 percent of the estimated cost to accomplish
compliance with the approved stormwater pollution prevention plan. This shall be in addition to any
other security performance required by any other regulations in this Code except that for a project
consisting of one single-family dwelling, an addition to a single-family dwelling, or an accessory
structure for a single-family dwelling the security may also be the construction deposit required by
section 75-4. The estimated cost shall be subject to approval by the city engineer.
(2) Reduction of financial security. If requested by the owner, the amount of the financial security may be
reduced by the city subsequent to city inspection. Said reduction will be based upon the extent to
which the grading and restoration have been completed and shall consider the continued need for
Created: 2022-07-19 16:13:06 [EST]
(Supp. No. 20, Update 2)
Page 4 of 10
erosion control. At no time prior to final stabilization, shall the security be reduced to less than ten
percent of the total original security amount.
(3) Release of security. Any remaining amount of the financial security deposited with the city for faithful
performance of the plans and specifications and any related remedial work will be released after the
completion and inspection of all such measures and the establishment of final stabilization, for the
permitted site or common plan of development or sale.
(4) City remedy. If compliance with the approved land disturbance permit is not accomplished within the
allowable time period, the city may bring the project into compliance by use of the security. Costs in
excess of the amount of the security may be assessed to the property as special assessments and shall
be a perpetual lien against the property until paid.
(5) Exemptions. The city shall be exempt from the requirements of this section.
(c) Stormwater pollution prevention plan. Each application for a land disturbance permit shall be accompanied
by two copies of a stormwater pollution prevention plan consisting of the following dependent upon the
type and size of land disturbance activity conducted as described below:
(1) For all individual residential lots or any commercial and industrial land which disturbs less than one
acre and includes fill or excavation less than 100 cubic yards:
a. Identification of proposed contour grading on the site at vertical intervals of not more than two
feet;
b. Drainage patterns clearly shown using arrows depicting direction of surface water flow;
c. A map showing the stages or limits of grading together with the existing or proposed finished
elevations;
d. Identification of proposed building bench elevations;
e. Submission of preliminary plans or program for water supply, sewage disposal, drainage and
flood control (if applicable);
f. Soil borings, if required by the city engineer;
g. Locations of any wetlands, lakes, streams, or other critical water resource areas;
h. Appropriate best management practices set forth in this chapter; and
i. Other information as required by the city based on specific project characteristics.
(2) For all other sites unless exempt under section 79-6(c) or any site if determined appropriate by the city
engineer due to potential impacts to wetlands, lakes, or sensitive receiving waters.
a. Grading plan. A grading plan shall be provided that clearly indicates the proposed land
disturbance activities. Both existing and proposed topography shall be shown and have a
maximum contour interval of two feet. Drainage patterns shall be clearly shown using arrows
depicting direction of flow. Other information shall be shown as required by the city based on
specific project characteristics.
b. Phasing plan. A phasing plan shall be provided that clearly indicates the areas in the order they
are to be disturbed and restored. The phasing plan shall consider minimization of area and
duration of exposed soil and unstable conditions, minimization of the disturbance of natural soil
cover and vegetation, erosion and sediment control measure installation, weather conditions and
the schedule for temporary and permanent restoration. The area and duration of each phase
shall be indicated on the plan.
Created: 2022-07-19 16:13:06 [EST]
(Supp. No. 20, Update 2)
Page 5 of 10
c. Pond detail sheet. A pond detail sheet shall be provided for each proposed stormwater pond that
shows detailed pond design including normal water level, high water level, aquatic bench,
maintenance bench, outlet structures, emergency overflow locations and other project specific
data required by the city.
d. Standard detail sheet. A standard detail sheet shall be provided that consists of applicable
construction details for approved erosion and sediment control measures as developed by the
city. Other techniques may be used upon prior approval by the city with details provided by the
designer.
e. Specifications. Written specifications for land disturbance activities such as product descriptions,
installation and maintenance procedures required by the owner to carry out the project in
accordance with this chapter.
f. Stormwater pollution prevention plan. as required under the NPDES stormwater permit issued by
the MPCA. The Stormwater pollution prevention plan shall outline compliance with the standards
established by the Minnesota Pollution Control Agency’s NPDES/SDS Construction Stormwater
General Permit MNR100001 (CSW Permit), the MPCA’s Small Municipal Separate Storm Sewer
Systems General Permit MNR040000 (MS4 Permit), and Minnehaha Creek Watershed District
Rules as now constituted and from time to time amended. The stormwater pollution prevention
plan shall consist of three components:
1. Temporary erosion and sediment control plan: Indicate the location of perimeter controls,
construction fence, temporary sedimentation basins, inlet protection, areas to be seeded,
areas to be mulched or blanketed, location of construction waste control (dumpsters,
chemical storage, concrete washout, portable restroom facilities, etc.) and all other
required temporary erosion and sediment control measures as described in section 79-9.
This plan shall also indicate staging of temporary erosion control measures.
2. Permanent erosion and sediment control plan: Indicates areas to be seeded and sodded,
sediment ponds, storm sewer systems and all other required permanent erosion and
sediment control measures. Permanent stormwater pollution controls including, but not
limited to ponds, vegetated buffers and structural measures shall be designed and
constructed in accordance with other chapters of the City Code and requirements of other
agencies having jurisdiction.
3. Narrative: Describes, at a minimum, the nature of construction activity, person(s)
responsible for inspection and maintenance of site erosion and sediment control including
contact information, project phasing, schedules, along with the timing, installation and
maintenance of erosion and sediment control measures and specifications necessary to
carry out the project.
g. NPDES permit documentation: If a national pollution discharge elimination system (NPDES)
general stormwater permit from the Minnesota Pollution Control Agency (MPCA) is required the
owner shall submit to the city a copy of the MPCA Certificate of Permit Coverage.
h. Minnehaha Creek Watershed District permit documentation: If a Minnehaha Creek Watershed
District (MCWD) permit is required, the owner shall submit to the city a copy of the MCWD
Permit.
(Ord. No. 55 3rd series, § 1, 4-13-2009; Ord. No. 69 3rd series, § 1, 4-12-2010)
Created: 2022-07-19 16:13:06 [EST]
(Supp. No. 20, Update 2)
Page 6 of 10
Sec. 79-8. Stormwater pollution prevention plan review process.
(a) Process. For any subdivision, the stormwater pollution prevention plan shall be submitted with the
preliminary plat application. For all other applications, the stormwater pollution prevention plan meeting the
requirements of section 79-7 and minimum BMP requirements of section 79-9 must be reviewed by the city
engineer or designated representative who may approve, approve with conditions, or deny the stormwater
pollution prevention plan prior to any land disturbing activity on the site.
(b) Duration. Approval of a stormwater pollution prevention plan submitted under the provisions of this article
shall expire one single year after the date of approval unless construction has commenced in accordance
with the plan. However, if prior to the expiration of the approval, the owner makes a written request to the
city for an extension of time to commence construction setting forth the reason for the requested extension,
the city engineer may grant one extension of not more than one single year. Receipt of any request for an
extension shall be acknowledged by the city within 15 days. The city shall make a decision on the extension
within 30 days of receipt. Any plan may be revised in the same manner as originally approved.
(c) Conditions. A stormwater pollution prevention plan may be approved subject to compliance with conditions
reasonable and necessary to ensure that the requirements contained in these regulations are met. Such
conditions may, among other matters, limit the size, kind or character of the proposed development, require
replacement of vegetation, establish required monitoring procedures, stage the work over time, or require
alteration of the site design to ensure buffering, and require the conveyance to the city or other public entity
of certain lands or interests therein.
(d) Financial security. The adequacy, conditions and acceptability of any financial security shall be determined by
the city.
(Ord. No. 55 3rd series, § 1, 4-13-2009; Ord. No. 69 3rd series, § 1, 4-12-2010)
Sec. 79-9. Minimum SWPPP Best Management Practices (BMPs).
(a) [Plan standards required.] No stormwater pollution prevention plan that fails to meet the standards
contained in this section shall be approved by the city council or designated representative.
(b) Minimum standards. Best management practices, inspection, and maintenance shall meet the minimum
standards outlined by the Minnesota Pollution Control Agency’s NPDES/SDS Construction Stormwater
General Permit MNR100001 (CSW Permit), the MPCA’s Small Municipal Separate Storm Sewer Systems
General Permit MNR040000 (MS4 Permit), and Minnehaha Creek Watershed District Rules as now
constituted and from time to time amended. Site dewatering. Water pumped from the site shall be treated
by temporary sedimentation basins, grit chambers, sand filters, upflow chambers, hydrocyclones, swirl
concentrators or other appropriate controls as appropriate. All water from dewatering must be discharged in
a manner that does not cause nuisance conditions, erosion in receiving channels or on downslope properties,
or inundation in wetlands causing significant adverse impact to the wetland.
All discharge points must be adequately protected from erosion and scour. The discharge must be dispersed over
natural rock riprap, sand bags, plastic sheeting or other accepted energy dissipation measures. Adequate
sedimentation control measures are required for discharge water that contains suspended solids.
(c) Construction site waste.
(1) Waste and material disposal: All waste, unused building material (including garbage debris, cleaning
wastes, wastewater, toxic materials or hazardous materials), collected sediment, asphalt and concrete
millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes
Created: 2022-07-19 16:13:06 [EST]
(Supp. No. 20, Update 2)
Page 7 of 10
must be properly contained on site and disposed of off site, not allowed to be carried by runoff into
receiving channel or storage sewer system.
(2) Hazardous materials: Oil, gasoline, paint and any hazardous substances must be properly stored,
including secondary containment, to prevent spill, leaks or other discharge. Restricted access to
storage areas must be provided to prevent vandalism. Concrete wash must be limited to a defined area
of the site and runoff must be contained within the defined area. Storage of hazardous waste must be
in compliance with MPCA regulations.
(3) Liquid waste: All non stormwater discharges (concrete truck washout, vehicle washing, maintenance
spills, etc.) conducted during the construction activity must comply with the newest version of the
state NPDES permit.
(4) Sanitary facilities: Adequate on-site sanitary facilities shall be provided in convenient location(s) for all
persons who work on the site.
(d) Tracking. Each site shall have graveled roads, access drives and parking areas of sufficient width and length
to prevent sediment from being tracked onto public or private roadways. Any sediment reaching a public or
private road shall be removed by street cleaning before the end of each workday.
(e) Drain inlet protection. All storm drain inlets shall be protected during construction with control measures as
approved by the city. These devices shall remain in place until final stabilization of the site. A regular
inspection and maintenance plan shall be developed and implemented to assure these devices are
operational at all times.
(f) Site erosion control.
(1) Channelized runoff from adjacent areas passing through the site shall be diverted around disturbed
areas, if practical. Diverted runoff shall be conveyed in a manner that will not erode the conveyance at
receiving channels. All temporary or permanent drainage channels must be stabilized within 24 hours
of being connected to a water of the state. Sediment control is required along channel edges to reduce
sediment reaching the channel.
(2) All activities on the site shall be conducted in a logical sequence to minimize the area of bare soil
exposed at any one time.
(3) All disturbed ground left inactive for 14 or more days must have temporary or permanent stabilization
year round.
(4) For sites with more than ten acres disturbed at one time, or if a channel originates in the disturbed
area, one or more temporary or permanent sedimentation basins shall be constructed. Each
sedimentation basin shall have a surface area of at least one percent of the area draining to the basin
and at least three feet of depth and constructed in accordance with accepted design specifications.
Sediment shall be removed to maintain a depth of three feet. The basin discharge rate shall also be
sufficiently low as to not cause erosion along the discharge channel or the receiving water.
(5) Perimeter sediment control measures shall be placed along all down gradient perimeters of the site. If
a channel or area of concentrated runoff passes through the site, perimeter sediment control
measures shall be placed along the channel edges to reduce sediment reaching the channel. All down
gradient perimeter sediment control measures must include a maintenance and inspection schedule.
(6) Any soil or dirt storage piles containing more than ten cubic yards of material should not be located
within 25 feet from a roadway or drainage channel. If remaining for more than 14 days, they shall be
stabilized by mulching vegetative cover, tarps or other means and enclosed with down gradient
perimeter sediment controls. Piles which will be in existence for less than 14 days shall be enclosed
with perimeter sediment controls.
Created: 2022-07-19 16:13:06 [EST]
(Supp. No. 20, Update 2)
Page 8 of 10
(7) Pipe outlets must have energy dissipation installed within 24 hours of connection to waters of the
state.
(g) Inspections and maintenance. The owner shall be responsible for conducting inspections and maintenance of
all erosion and sediment control BMPs on site.
(1) Inspections, maintenance, and rainfall on site must be documented and readily available for review.
Inspections are required as followed:
a. Once every seven days on exposed soil areas.
b. Within 24 hours after a one-half inch or greater rain event over 24 hours.
c. Once every 30 days on stabilized areas.
d. As soon as runoff occurs or prior to resuming construction on frozen ground.
(2) Maintenance is required as follows:
a. When sediment reaches ⅓ the height of the BMP on perimeter control devices, sediment must
be removed within 24 hours of discovery.
b. If the perimeter control device is not functional it must be repaired or replaced within 24 hours
of discovery.
c. Temporary sediment basins shall be maintained when sediment reaches ½ the outlet height or ½
the basin storage volume. Basins must be drained or sediment removed within 72 hours of
discovery.
d. Sediment must be removed from paved surfaces within 24 hours of discovery.
(3)(C) Erosion into streets, wetlands or water bodies. If eroded soils (including tracked soils from construction
activities) enter or appear likely to enter streets, wetlands, or other water bodies, prevention
strategies, cleanup and repair must be immediate with the appropriate approvals from the DNR,
MPCA, or any other state, federal, or local agencies as necessary. The owner shall provide all traffic
control and flagging required to protect the traveling public during cleanup operations.
(4)(D) Erosion off-site. If erosion breaches the perimeter of the site, the owner shall immediately develop a
cleanup and restoration plan, obtain right-of-entry from the adjoining property owner and get
appropriate approvals from all state, federal, and local agencies as necessary. Then implement the
cleanup and restoration plan within 48 hours of obtaining the adjoining property owner's permission
and approval from any appropriate state, federal, and local agencies.
(Ord. No. 55 3rd series, § 1, 4-13-2009; Ord. No. 69 3rd series, § 1, 4-12-2010)
Sec. 79-10. Completion of work.
Work will be considered complete when all exposed soil areas have undergone final stabilization, as defined
in section 79-5, is constructed to finish grade, and is in conformance with all permit conditions of approval to the
satisfaction of the city. The owner shall notify the city when the land disturbing operations are ready for final
inspection. Final approval shall not be given until all work, including installation of all drainage facilities and their
protective devices, and all erosion control measures, have been completed and final stabilization has occurred in
accordance with this chapter.
(Ord. No. 55 3rd series, § 1, 4-13-2009; Ord. No. 69 3rd series, § 1, 4-12-2010)
Created: 2022-07-19 16:13:06 [EST]
(Supp. No. 20, Update 2)
Page 9 of 10
Sec. 79-11. Emergency corrective action.
In the event circumstances exist such that noncompliance poses an immediate danger to the public health,
safety and welfare, as determined by the city, the city may take emergency corrective action to prevent any such
danger. The city shall make a reasonable effort to contact and direct the owner to take any necessary action. Any
costs incurred by the city in connection with any emergency action may be recovered from the owner's financial
security.
(Ord. No. 55 3rd series, § 1, 4-13-2009; Ord. No. 69 3rd series, § 1, 4-12-2010)
Sec. 79-12. Penalties.
When an owner fails to conform to any provision of this chapter, the city may take the following actions:
(1) Issue a stop work order.
(2) Withhold the scheduling of building inspections.
(3) Withhold the issuance of a certificate of occupancy.
(4) Revoke any permit issued by the city for the site in question.
(5) Direct the correction of the deficiency by city employees or assigns. All costs incurred by the city in
correcting erosion and sediment control deficiencies must be reimbursed by the owner.
(6) Action against the financial security. If appropriate actions by the owner have not been completed
within seven days after notification by the city, the city may act against the financial security if any of
the conditions listed below exist. The city shall use funds from this security to finance any corrective or
remedial work undertaken by the city or a contractor under contract to the city and to reimburse the
city for all direct cost incurred in the process of remedial work including, but not limited to, staff time,
consultant's time, and attorney's fees.
a. The owner ceases land disturbing activities and/or filling and abandons the work site prior to
completion of the city approved grading plan.
b. The owner fails to conform to any city approved grading plan and/or stormwater pollution
prevention plan as approved by the city, or related supplementary instructions.
c. The techniques utilized under the stormwater pollution prevention plan fail within one year of
installation.
d. The owner fails to reimburse the city for corrective action taken under section 79-12(5).
e. Emergency action as described in section 79-11.
(7) An owner failing to comply with or violating any of these regulations, shall be deemed guilty of a
misdemeanor and subject to a fine or imprisonment or both. If more than one person is an owner,
each person is responsible for compliance with these regulations. Each day that a separate violation
exists constitute a separate offense.
(Ord. No. 55 3rd series, § 1, 4-13-2009; Ord. No. 69 3rd series, § 1, 4-12-2010)
Sec. 79-13. Other controls.
In the event of any conflict between other ordinances adopted by the city council, the more restrictive
standard prevails.
Created: 2022-07-19 16:13:06 [EST]
(Supp. No. 20, Update 2)
Page 10 of 10
(Ord. No. 55 3rd series, § 1, 4-13-2009)
Sec. 79-14. Severability.
The provisions of this chapter are severable. If any provision of this article or the application thereof to any
person or circumstance is held invalid, such invalidity shall not affect other provisions or applications of this article
which can be given effect without the invalid provision or application.
(Ord. No. 55 3rd series, § 1, 4-13-2009)
AGENDA ITEM
Prepared By: DJG Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of this agenda item is to gain approval of seasonal employee hiring.
2. Background. The city hires seasonal employees to accomplish a variety of tasks. The hourly pay is
proposed to be $14.00-$15.00 for the Golf Course Clubhouse Attendants, Brush Site Attendants, and
Sledding Attendants; $14.00-$18.00 for Parks and Golf Course Maintenance Employees, $14.00-$18.00
for Public Works Maintenance Workers, and $14.00 for Administrative Scan Clerk. Seasonal employees
fall under the 6-month PERA Classification and are therefore excluded from PERA membership.
3. Seasonal Employee Appointments and Candidates.
Name Position Wage (Per hour) Remarks
Approved
March
13,2023
Jacob Goman Park Maintenance $16.50 Returnee
Cal Schmidt GC Maintenance $16.00 Returnee
Craig Smith GC Maintenance $16.00 New Hire
Roger Adams GC Maintenance $14.00 New Hire
Max Dailey Clubhouse Attendant $14.50 Returnee
Barry Blievernicht Clubhouse Attendant $15.00 Returnee
Wendy Middendorf Clubhouse Attendant $15.00 Returnee
Paul Tolzmann Clubhouse Attendant $15.00 Returnee
Requested Vicki Hines Brush Site Attendant $15.00 Returnee
April Rick Rohrer Brush Site Attendant $14.00 New Hire
10,2023 Sharynn Burchett Brush Site Attendant $14.00 New Hire
4. Staff Recommendation. Staff recommends approval to hire of the seasonal employees in Table 3.
COUNCIL ACTION REQUESTED
Motion to approve hiring the seasonal employees as listed in the table above.
Item No.: 11 Date: April 10, 2023
Item Description: Appointment of 2023 Seasonal Employees V2
Presenter: D.J. Goman
Public Works Superintendent
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: NAN Reviewed By: LLO Approved By:
1. Purpose. This application is proposing to expand an existing parking lot and make other site
improvements to the property that is currently being used as a golf course. A Conditional Use Permit is
being requested.
2. MN§15.99 Application Deadline. The application was received on February 21, 2023 and
considered to be complete on March 1, 2023. Therefore the 60-Day review period expires on April 30,
2023.
3. Background/ Summary. The Wayzata Country Club is requesting approvals in order to replace and
expand an existing parking lot on their site. The project will also include other site improvements
including sidewalks, retaining walks, patios, and landscaping. The Wayzata Country Club is located
partially in Orono and in the City of Wayzata. However, the majority of the proposed project is located in
Wayzata and the applicant received approval from Wayzata in March of 2023. Within the City of Orono,
the Wayzata Country Club operates under a Conditional Use Permit for a golf course use. The proposed
site improvements trigger the need for a new Conditional Use Permit.
4. Planning Commission Vote and Comment. On March 20, 2023, the Planning Commission held a
public hearing. No public comments were made. The commission discussed the property improvements
and supported the proposed changes. Following the public hearing the Planning Commission voted 4 to 0
on a motion to approve the requested variance as applied.
5. Public Comment. No public comments were received.
6. Staff Recommendation. Staff recommends approval.
COUNCIL ACTION REQUESTED
Motion to adopt Resolution No. 7358
Exhibits
A. Draft Resolution No. 7358
B. Proposed Plans
C. Draft PC Minutes 03/20/2023
D. PC Staff Report 03/20/2023
References
PC Exhibits 03/20/2023
A. Application
B. Narrative
C. Plans
D. Hardcover Information
E. Photos
F. Mailing List & Map
Item No.: 12 Date: April 10, 2023
Item Description: LA23-000003 – Joseph Ulhorn (H+U Construction), 200 Wayzata
Blvd. W., Conditional Use Permit – Resolution No. 7358
Presenter: Natalie Nye
Planner
Agenda
Section:
Consent Agenda
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 7358
1
A RESOLUTION
APPROVING A CONDITIONAL USE PERMIT
PURSUANT TO SECTION 78-418
FILE NO. LA23-000003
WHEREAS, on February 21, 2023, Joseph Ulhorn with H+U Construction, on
behalf of the owner, (hereinafter the “Applicant”), applied for a conditional use permit for the
property addressed 200 Wayzata Blvd. W. and legally described in attached Exhibit A; and
WHEREAS, the Applicant has made application to the City of Orono for a
conditional use permit pursuant to Orono Municipal Zoning Code Section 78-418 in order to
expand an existing parking lot and other site improvements serving the golf course use; and
WHEREAS, on March 20, 2023, after published and mailed notice in accordance
with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at
which time all persons desiring to be heard concerning this application were given the
opportunity to speak thereon; and
WHEREAS, on March 20, 2023, the Planning Commission recommended
approval of the conditional use permit; and
WHEREAS, on April 10, 2023, the City Council reviewed the application and the
recommendations of the Planning Commission and City staff; and
NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono,
Minnesota hereby approves the requested conditional use permit as described above based on
one or more of the following findings of fact concerning the Property:
FINDINGS OF FACT:
1. This application was reviewed as Zoning File #LA23-000003. The analysis contained
within staff memos and the exhibits attached to the aforesaid memos, all minutes from
the above mentioned meetings, and any and all other materials distributed at these
meetings are hereby incorporated by reference.
2. The Property is located in the RR-1B Rural Residential Zoning District; golf courses are
an allowed conditional use in the RR-1B District.
3. The Property contains approximately 150 acres in area.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 7358
2
CONDITIONAL USE PERMIT ANALYSIS:
The City Council may grant a conditional use permit as the use permit was applied for or in
modified form. On the basis of the application and the evidence submitted, the City must find
that the proposed use at the proposed location is or will be:
1. Consistent with the community management plan; A golf course is a conditional use
in the RR-1B zoning district and is consistent with the community management plan.
2. Compliant with the zoning code, including any conditions imposed on specific
uses as required by article V, division 3 of the City Code; This criterion is met.
3. Adequately served by police, fire, roads, and stormwater management; This
criterion is met. The applicant has received all necessary approvals from the City of
Wayzata where the majority of the work will be taking place.
4. Provided with an adequate water supply and sewage disposal system; There are
no proposed changes to the buildings on the site and therefore this criterion is not
applicable.
5. Not expected to generate excessive demand for public services at public cost;
This criterion is met.
6. Compatible with the surrounding area as the area is used both presently and as it
is planned to be used in the future; This criterion is met.
7. Consistent with the character of the surrounding area, unless a change of
character is called for in the community management plan; The Wayzata Country
Club is an established part of the community and character. The site updates will
improve the country club and benefit the surrounding area.
8. Compatible with the character of buildings and site improvements in the
surrounding area, unless a change of character is called for in the community
management plan; The site is currently a golf course and the proposed improvements
will maintain the surrounding character.
9. Not expected to substantially impair the use and enjoyment of the property in the
area or have a materially adverse impact on the property values in the area when
compared to the impairment or impact of generally permitted uses; The proposed
improvements will not negatively impact the adjacent properties.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 7358
3
10. Provided with screening and buffering adequate to mitigate undesirable views and
activities likely to disturb surrounding uses; This criterion is met.
11. Not create a nuisance which generates smoke, noise, glare, vibration, odors,
fumes, dust, electrical interference, general unsightliness, or other means; The
proposed project will improve the function and look of the site. Construction will be
regulated to minimize nuisance.
12. Not cause excessive non-residential traffic on residential streets, parking needs
that cause a demonstrable inconvenience to adjoining properties, traffic
congestion, or unsafe access; The proposal will expand the existing parking on the
site to appropriately handle parking for the golf course use. The improvements to the site
will not cause additional traffic or negative impacts to adjoining properties.
13. Designed to take into account the natural, scenic, and historic features of the area
and to minimize environmental impact; The project has been designed to preserve
and minimize impact. The improvements to the site will update the look of landscaped
areas and increase functionality with the expanded parking lot.
14. All exterior lighting shall be so directed so as not to cast glare toward or onto the
public right-of-way or neighboring residential uses or districts; This criterion is
met; and
15. Not detrimental to the public health, public safety, or general welfare. This
condition is met.
CONCLUSIONS, ORDER AND CONDITIONS:
Based upon one or more of the above findings, the Orono City Council hereby
grants the following: A conditional use permit pursuant to Orono Municipal Zoning Code Section
78-418 to make modifications to the existing site plan relating to the golf course use including
parking lots and site work, subject to the following conditions:
1. Council approval is based on the entire record, above Findings.
2. The approved project shall conform to the attached plans submitted by the Applicant and
annotated by City staff, attached to this Resolution as Exhibit B.
3. Any amendments to the plans which are not in conformity with City codes may require
further Planning Commission and City Council review.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 7358
4
4. Authorities granted by this resolution run with the Property not with the Owner, but are
permissive only and must be exercised by obtaining a zoning permit for the site work
and commencing construction of said project. A permit must be obtained within one
year of the date of Council approval, or the conditional use permit will expire on that date
(April 10, 2024).
5. Violation of or non-compliance with any of the terms and conditions of this resolution
may result in the termination of any authority granted herein.
ADOPTED by the Orono City Council on this 10th day of April, 2023.
ATTEST: CITY OF ORONO:
_______________________________ ________________________________
Anna Carlson, City Clerk Dennis Walsh, Mayor
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 7358
5
Wayzata Country Club
By: _______________________________
President
STATE OF MINNESOTA
COUNTY OF HENNEPIN
This instrument was acknowledged before me this ___ day of ___________, 20___, by
the President of Wayzata Country Club, on behalf of the organization.
____________________________________
Notary Public
Resolution
Exhibit A
Page 1 o 3 5 9 1 7
Parcel 1: All of the following described Tract 1:
Tract 1: All of Lots 59 and 60 and that part of Lot 64 lying Easterly of the Easterly line of
the West 1/2 of the Northwest Quarter of Section 1, Township 117, Range 23 and that
portion of the abandoned road formerly known as County Road No. 27 which separated Lots
59 and 63, Auditor's Subdivision Number 184, Hennepin County, Minn., from Lots 60 and
64, said Auditor's Subdivision lying between the Southerly extension of the East line of Lot
59, said Auditor's Subdivision and the Easterly line of the Town Road as now laid out and
traveled, which line is 33 feet Northeasterly (measured at right angles) to the following
described line: Commencing at the Southeast corner of the Southwest Quarter of Section 36,
Township 118, Range 23; thence North along the East line of said Southwest Quarter 348.4
feet to the actual point of beginning of the line to be described; thence deflecting right in a
Southeasterly direction at an angle of 157 degrees 55 minutes to Trunk Highway No. 12 and
there terminating; all in Auditor's Subdivision No. 184, Hennepin County, Minn.
Except that part of Tract 1 which lies within a distance of 140 feet on each side of the
following described line A:
Line A: From a point on the North line of Section 6, Township 117 North, Range 22 West,
distant 670.02 feet East of the Northwest corner thereof, run Southeasterly at an angle of 28
degrees 11 minutes 12 seconds with said North section line for 485.92 feet to the point of
beginning of the line to be described; thence run Northwesterly on the last above described
course for 30.93 feet; thence deflect to the left on a 3 degree 00 minute curve (delta angle 62
degrees 22 minutes 25 seconds) for 2079.12 feet; thence on tangent to said curve for 883.31
feet; thence deflect to the right on a 2 degree 00 minute curve (delta angle 34 degrees 41
minutes 10 seconds) for 1734.31 feet; thence deflect to the right on a 2 degree 49 minute
16.59 seconds curve (delta angle 37 degrees 30 minutes) for 1329.19 feet; thence on tangent
to said curve for 50.2 feet; thence deflect to the right on a 4 degree 30 minute curve (delta
angle 38 degrees 57 minutes) for 865.56 feet; thence on tangent to said curve for 465.05 feet
and there terminating.
Also except that part of Tract 1 described above lying Northwesterly of a line run parallel
with and distant 140 feet Northwesterly of the above described Line A which lies Southerly
of Line B described below:
Line B: Beginning at a point on Line C described below distant 200 feet Southeasterly of its
point of termination; thence run Northeasterly at right angles with said Line C for 50 feet;
thence run Easterly to a point distant 80 feet Northeasterly (measured at right angles) of a
point on said Line B distant 700 feet Southeasterly of its point of termination; thence run
Easterly to a point distant 164 feet Northwesterly (measured at right angles) of a point on the
first above described line distant 2330 feet Westerly of its point of beginning; thence run
Northeasterly parallel with said line for 1500 feet and there terminating.
Resol No. 7358
Exhibit A
LA23-000003
Line C: Beginning at a point on the above described Line A distant 2404.81 feet
Southwesterly of its point of beginning; thence run Northwesterly at an angle of 45 degrees
50 minutes 08 seconds with said line (when measured from Southwest to Northwest) for
1120.35 feet and there terminating.
Parcel 2: Lot 63, Auditor's Subdivision Number 184, Hennepin County, Minn.
Parcel 3: The West 1/2 of the Southeast Quarter of Section 36, Township 118, Range 23,
Hennepin County, Minnesota, except that part of the North 55 feet thereof described as
follows: Commencing at the Northwest corner of said Northwest Quarter of the Southeast
Qua rter; thence on an assumed bearin g of East along the North line of said Northwest Quarter
of the Southeast Quarter a distance of 400 feet to the point of beginning of the property being
described; thence continuing on a bearing of East along said North line to a point distant 550
feet West of the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence
South 8 degrees 29 minutes West to the South line of said North 55 feet; thence on a bearing
of West along said South line to its intersection with a line drawn South 18 degrees 35
minutes East from the point of beginning; thence North 18 degrees 35 minutes West to the
point of beginning.
Together with that certain non-exclusive easement for ingress and egress as contained in Quit
Claim Deed dated November 21, 1977 and filed in the office of the County Recorder on
November 22, 1977, as Document No. 4335823.
Parcel 4: That part of the Southeast Quarter of the Southwest Quarter of Section 36,
Township 118, Range 23 lying Southw esterly of the County Road.
Pars 1, 2, 3 and 4 being registered land as is evidenced by Certificate of Title No. 1138616.
Parcel 5: Outlot B, Fairway Hills Addition, according to the recorded plat thereof, and
situate in Hennepin County, Minnesota.
Being registered land as is evidenced by Certificate of Title No. 763899.
Parcel 6: That part of the Southeast Quarter of the Southwest Quarter of Section 36,
Township 118, Range 23, Hennepin County, Minnesota, lying South and East of the plat of
Herrick Circle now replatted and known as Summit Station and lying North and East of the
center line of the South Minneapolis and Watertown Road also called Wayzata and Long
Lake Road.
Abstract Property.
Parcel 7: Outlots A and B, Hauser Lauer wee Addition, according to the recorded plat
thereof, and situate in Hennepin County, Minnesota.
Abstract Property.
Parcel 8: That part of Government Lot 2, Section 36, Township 118, Range 23, Hennepin
County, Minnesota, described as follows: Beginning at the Southeast corner of said
Government Lot 2; thence North along the East line of said Government Lot 2, a distance of
663 feet; thence West parallel with the South line of said Government Lot 2, a distance of
450 feet; thence Southwesterly to a point on the South line of said Government Lot 2, a
distance of 550 feet West of the point of beginning, thence East along said South line to the
point of beginning.
Abstract Property.
Parcel 9: That part of Government Lot 2, Section 36, Township 118, Range 23, Hennepin
County, Minnesota, described as follows: Beginning at the Southwest corner of said
Government Lot 2; thence North along the West line of said Government Lot 2, a distance of
150 feet; thence East parallel with the South line of said Government Lot 2, a distance of 3 50
feet; thence Southeasterly to a point on the South line of said Government Lot 2, a distance of
400 feet East of the point of beginning; thence West along said South line to the point of
beginning.
Abstract Property.
Parcel 10: Lot 2, Block 1, Wayzata Country Club Addition, according to the recorded plat
thereof, and situate in Hennepin County, Minnesota.
Being registered land as is evidenced by Certificate of Title No. 1086675.
Parcel 11: That part of Lot 2, Block 1, Fairway Hills Addition lying Northerly of a line
bearing North 83 degrees 40 minutes 48 seconds West from a point on the East line of said
Lot 2 distant 415.23 feet South along said East line from the most Northerly corner of said
Lot 2. For the purpose of this description the East line of said Lot 2 bears South 0 degrees 00
minutes 00 seconds East as shown on said plat.
Being registered land as is evidenced by Certificate of Title No. 808952.
Resol No. 7358 Exhibit B LA23-00003
W A Y Z A T A B O U L E V A R D W E S TOLD LONG LAKE ROAD ONE-WAYLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTION
CONCRETEPATIOMAINENTRANCEDROP OFFVALETPARKINGWEST PARKINGLOTSWIMMINGPOOLWL-01WL-02WL-02WL-02WL-01WL-01WL-012'-0"
2'-0"10'-0"76'-1"7'-2
"35'-4"9'-8"
6'-8"ST-01ST-0122 EQ. SPACES7'-5"121'-9"6'-1"
13'-2"6 EQ. SPACESR3'-0"R3'-0"R3'-0
"5'-0 1/2"13'-11 1/2"3 EQ. SPACES8'-0"11'-5"8'-0"2'-2"
4'-10"HR-01HR-013'-0"
15'-0"5'-0"10'-0"HR-01HR-01LT-03LT-03LT-03LT-03LT-01LT-01LT-01LT-01WL-0323'-5"7'-2"51'-0"6'-6"7'-0"8'-9"2 EQ. SPACES2 EQ. SPACES4 EQ. SPACESCB-01P-02P-01P-01P-01P-0153'-4"25'-10"4'-6"46'
-9
"R74'-6"8'-0"8'-1"
R77'-10"1'-6"8'-0"WL-02P-02P-01P-01P-01P-01HR-0221'-5"3 EQ SPACES7'-0"6'-1"ED-01ED-01ED-0127 EQ. SPACES21 EQ. SPACES2 EQ. SPACES11 EQ. SPACES6 EQ. SPACES3 EQ. SPACES 5'-8"5'-10"5'-11"8 EQ.
S
P
A
C
E
S
3 EQ. SP
A
C
E
S
8'-0"
8'-0"
8'-0"8'-0"6'-0"6'-0
"8'-0"4 EQ.
S
P
A
C
E
S
6'-0"EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJPOINTDESCRIPTIONNORTHINGEASTING1N 168156.998E 461710.7442N 168075.453E 461679.6163N 168072.214E 461691.2314N 168065.908E 461688.8945N 168158.828E 461710.715NORTHING/EASTING POINT SCHEDULECURBSYMBOLDESCRIPTIONQTYDETAILCURB TYPE 1 - CONCRETE CURB50,330 LF/EDGINGSYMBOLDESCRIPTIONQTYDETAILEDGING TYPE 01 - STEEL EDGING5/L500HANDRAILSYMBOLDESCRIPTIONQTYDETAILHANDRAIL TYPE 1 - STAIR RAILING1/L520SPEC 057300HANDRAIL TYPE 2 - PATIO RAILINGSPEC 057300LIGHTINGSYMBOLDESCRIPTIONQTYDETAILLIGHT TYPE 1 - AA2 PEDESTRIAN LIGHTLIGHT TYPE 2 - AA3 SINGLE PARKING LOT LIGHTLIGHT TYPE 3 - AA52 - DOUBLE PARKING LOT LIGHTPAVINGSYMBOLDESCRIPTIONQTYDETAILPAVING TYPE 1 - PEDESTRIAN CONCRETE2/L500SPEC 044313.16PAVING TYPE 2 - REINFORCED CONCRETE PAVEMENT1,000 LF/SPEC 044313.16STAIRSSYMBOLDESCRIPTIONQTYDETAILSTAIR TYPE 1 - CIP CONCRETE STAIR/WALLSYMBOLDESCRIPTIONQTYDETAILWALL TYPE 1 - STONE VENEER CIP CONCRETE WALL 7,471 LF2/L510WALL TYPE 2 - BOULDER WALL10,860 LF3/L510WALL TYPE 3 - MODULAR BLOCK WALL2,208 LF1/L510SPEC 323223CB-01ED-01HR-01HR-02LT-01LT-02LT-03P-01P-02ST-01WL-01WL-02WL-03MATERIALS LEGENDI hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L110CONSTRUCTIONPLAN - ACONSTRUCTION PLAN - A1NORTH0SCALE:1"=20'20'40'60'CONSTRUCTION PLAN - B RE: L111
ONE-WAYBIOFILTRATION BASINLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONEAST PARKINGLOTRACKETCOURTSSTORMWATERMANAGEMENTZONELT-03LT-03LT-03LT-03LT-02P-01P-01P-01P-01P-01P-01ED-01ED-0112 EQ. SPACES3 EQ. SPACES 5'-8"5'-10"5'-11"11 EQ. SPACES9 EQ. SPACES5 EQ. SPACES4 EQ. SPACES6'-0"5'-0"6'-0"6'-5"3 EQ. S
P
A
C
E
S
9 EQ. SPACES2 EQ. SPACES
2 EQ. S
P
A
C
E
S
4 EQ. SPACES29 EQ. SPACES6'-2"5'-6"7'-5"5'-3"6'-0"6'-0"5'-0"5'-0"6'
-
0
"8'-0
"8'
-0
"
8'-0"6'-0"6'-0"8'-10 1/2"12 EQ. SPACES6'-0"EJEJEJEJ EJ EJ EJ EJEJEJEJ
EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJWALKS LEADING TOCOURT TO ALIGN WITHEXISTING GATESCURBSYMBOLDESCRIPTIONQTYDETAILCURB TYPE 1 - CONCRETE CURB50,330 LF/EDGINGSYMBOLDESCRIPTIONQTYDETAILEDGING TYPE 01 - STEEL EDGING5/L500HANDRAILSYMBOLDESCRIPTIONQTYDETAILHANDRAIL TYPE 1 - STAIR RAILING1/L520SPEC 057300HANDRAIL TYPE 2 - PATIO RAILINGSPEC 057300LIGHTINGSYMBOLDESCRIPTIONQTYDETAILLIGHT TYPE 1 - AA2 PEDESTRIAN LIGHTLIGHT TYPE 2 - AA3 SINGLE PARKING LOT LIGHTLIGHT TYPE 3 - AA52 - DOUBLE PARKING LOT LIGHTPAVINGSYMBOLDESCRIPTIONQTYDETAILPAVING TYPE 1 - PEDESTRIAN CONCRETE2/L500SPEC 044313.16PAVING TYPE 2 - REINFORCED CONCRETE PAVEMENT1,000 LF/SPEC 044313.16STAIRSSYMBOLDESCRIPTIONQTYDETAILSTAIR TYPE 1 - CIP CONCRETE STAIR/WALLSYMBOLDESCRIPTIONQTYDETAILWALL TYPE 1 - STONE VENEER CIP CONCRETE WALL 7,471 LF2/L510WALL TYPE 2 - BOULDER WALL10,860 LF3/L510WALL TYPE 3 - MODULAR BLOCK WALL2,208 LF1/L510SPEC 323223CB-01ED-01HR-01HR-02LT-01LT-02LT-03P-01P-02ST-01WL-01WL-02WL-03MATERIALS LEGENDI hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L111CONSTRUCTIONPLAN - BNORTH0SCALE:1"=20'20'40'60'CONSTRUCTION PLAN - A RE: L110CONSTRUCTION PLAN - B1
W A Y Z A T A B O U L E V A R D W E S TOLD LONG LAKE ROAD ONE-WAYLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTION
CONCRETEPATIOMAINENTRANCEDROP OFFVALETPARKINGWEST PARKINGLOTSWIMMINGPOOL1 - QM1 - QM1 - QB1 - QB1 - QB1 - QB1 - QB1 - PI-P1 - QB1 - QM3 - RA3 - CI3 - CI3 - RA3 - RA4 - RA1 - CO1 - AA1 - QM1 - AA1 - QB1 - AA1 - AA1 - CO2 - AA2 - AA3 - RA3 - RA3 - RA3 - RA11 - TB17 - TB3 - BR2 - BR3 - BR3 - BR2 - BR2 - BR3 - BR3 - BR3 - BR16 - RA10 - RA12 - RA12 - RA44 - RA4 - RA5 - RA56 - RA10 - RA8 - RA166 - VHTREESCODECOMMON NAMEAAAUTUMN FLAME RED MAPLECOCOMMON HACKBERRYQBSWAMP WHITE OAKQMBUR OAKEVERGREEN TREESCODECOMMON NAMEPI-PPONDEROSA PINESHRUBSCODECOMMON NAMEBRROUND-LEAF COMMON BOXWOODCAARTIC FIRE DOGWOODCIISANTI RED TWIG DOGWOODRAGRO-LOW FRAGRANT SUMACTBTECHNITO GLOBE ARBORVITAEVHHAHS AMERICAN CRANBERRYBUSHVWRED WING AMERICAN CRANBERRYBUSHGROUND COVERSCODECOMMON NAMEPLANTING MIX PROVIDED BY OWNERSOD PROVIDED BY OWNERSTORMWATER INFILTRATION BASIN MIXELPALE PURPLE CONEFLOWEREBCOMMON BONESETESDWARF JOE PYE WEEDHFFALSE SUNFLOWERIVBLUE FLAGLPGAYFEATHERLCCARDINAL FLOWERPLANT SCHEDULEI hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L140PLANTINGPLAN - APLANTING PLAN - A1NORTH0SCALE:1"=20'20'40'60'PLANTING PLAN - B RE: L141NOTES:1.LEGEND SYMBOLS NOT SHOWN TO SCALE2.REFER TO SHEET L550 FOR PLANTING DETAILS.
ONE-WAYBIOFILTRATION BASINLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONEAST PARKINGLOTRACKETCOURTSSTORMWATERMANAGEMENTZONE1 - CO1 - QM1 - QM1 - QM6 - VW3 - VW2 - VW16 - VW24 - CA15 - CA1 - AA1 - AA1 - QM1 - AA1 - CO2 - AA2 - AA2 - AA2 - AA75 - CA34 - CASTORMWATER INFILTRATIONBASIN MIX (9,244 sf)601 - EL214 - EB107 - ES77 - HF601 - IV854 - LP961 - LC3 - BR3 - BR4 - BR3 - BR87 - RA14 - RA7 - RA7 - RA28 - RA5 - RA12 - RA12 - RA12 - RA10 - RA12 - RAWALKS LEADING TOCOURT TO ALIGN WITHEXISTING GATESTREESCODECOMMON NAMEAAAUTUMN FLAME RED MAPLECOCOMMON HACKBERRYQBSWAMP WHITE OAKQMBUR OAKEVERGREEN TREESCODECOMMON NAMEPI-PPONDEROSA PINESHRUBSCODECOMMON NAMEBRROUND-LEAF COMMON BOXWOODCAARTIC FIRE DOGWOODCIISANTI RED TWIG DOGWOODRAGRO-LOW FRAGRANT SUMACTBTECHNITO GLOBE ARBORVITAEVHHAHS AMERICAN CRANBERRYBUSHVWRED WING AMERICAN CRANBERRYBUSHGROUND COVERSCODECOMMON NAMEPLANTING MIX PROVIDED BY OWNERSOD PROVIDED BY OWNERSTORMWATER INFILTRATION BASIN MIXELPALE PURPLE CONEFLOWEREBCOMMON BONESETESDWARF JOE PYE WEEDHFFALSE SUNFLOWERIVBLUE FLAGLPGAYFEATHERLCCARDINAL FLOWERPLANT SCHEDULEI hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L141PLANTINGPLAN - BNORTH0SCALE:1"=20'20'40'60'PLANTING PLAN - A RE: L140PLANTING PLAN - B1
I hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L030LIGHTINGPLANLIGHTING PLANNORTH0SCALE:1"=40'40'80'160'1ADDITIONAL NOTESCONTRACTOR TO PROVIDE AND INSTALL AN EXTRA 1.5”CONDUIT TO ALL (7) LIGHT TYPE 3 FIXTURES FOR OWNERPROVIDED AND INSTALLED SECURITY CAMERAS.
Last Updated: January 2023
Note: This is an information sheet only, every effort has been made to insure the accuracy of the information contained herein;
however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail.
Page 8 of 9
City of Orono
Hardcover Calculation Worksheet
Property Address:
Prepared by: Date:
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1: EXISTING HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to site plan or
survey (must accompany this form). Use as many lines as necessary to accurately depict existing hardcover
status of the property. For Tier 1 properties, identify any features by letter which are within the 75-foot setback
or split at the 75’ setback line and calculate hardcover square footage separately for each portion.
Key to
Survey Hardcover Item (Describe) Length x Width Total
(Square Feet)
(Example) (Garage) (24’ x 30’) (720 S.F.)
A S.F.
B S.F.
C S.F.
D S.F.
E S.F.
F S.F.
G S.F.
H S.F.
I S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1) Total Existing Hardcover S.F.
Excludable Hardcover (See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcover S.F.
(3) Net Existing Hardcover [Subtract line (2) from line (1)]S.F.
(4) Total Lot Area S.F.
Proposed Hardcover Percentage [ (3) ÷ (4) ] %
(Proposed Hardcover next page)
Last Updated: January 2023
Note: This is an information sheet only, every effort has been made to insure the accuracy of the information contained
herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail.
Page 9 of 9
City of Orono Hardcover Calculation Worksheet
Property Address:
Prepared by: Date:
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to site plan
or survey (must accompany this form). Include all existing hardcover items that are intended to remain, as
well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately
depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter
which are within the 75-foot setback or split at the 75’ setback line and calculate hardcover square footage
separately for each portion.
Key to
Survey Hardcover Item (Describe) Length x Width Total
(Square Feet)
(Example) (Garage) (24’ x 30’) (720 S.F.)
A S.F.
B S.F.
C S.F.
D S.F.
E S.F.
F S.F.
G S.F.
H S.F.
I S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1) Total Proposed Hardcover S.F.
Excludable Hardcover (See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcover S.F.
(3) Net Proposed Hardcover [Subtract line (2) from line (1)] S.F.
(4) Total Lot Area S.F.
Proposed Hardcover Percentage [ (3) ÷ (4) ] %
PC Exhibit C
W A Y Z A T A B O U L E V A R D W E S TOLD LONG LAKE ROAD ONE-WAYLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTION
CONCRETEPATIOMAINENTRANCEDROP OFFVALETPARKINGWEST PARKINGLOTSWIMMINGPOOLWL-01WL-02WL-02WL-02WL-01WL-01WL-012'-0"
2'-0"10'-0"76'-1"7'-2
"35'-4"9'-8"
6'-8"ST-01ST-0122 EQ. SPACES7'-5"121'-9"6'-1"
13'-2"6 EQ. SPACESR3'-0"R3'-0"R3'-0
"5'-0 1/2"13'-11 1/2"3 EQ. SPACES8'-0"11'-5"8'-0"2'-2"
4'-10"HR-01HR-013'-0"
15'-0"5'-0"10'-0"HR-01HR-01LT-03LT-03LT-03LT-03LT-01LT-01LT-01LT-01WL-0323'-5"7'-2"51'-0"6'-6"7'-0"8'-9"2 EQ. SPACES2 EQ. SPACES4 EQ. SPACESCB-01P-02P-01P-01P-01P-0153'-4"25'-10"4'-6"46'
-9
"R74'-6"8'-0"8'-1"
R77'-10"1'-6"8'-0"WL-02P-02P-01P-01P-01P-01HR-0221'-5"3 EQ SPACES7'-0"6'-1"ED-01ED-01ED-0127 EQ. SPACES21 EQ. SPACES2 EQ. SPACES11 EQ. SPACES6 EQ. SPACES3 EQ. SPACES 5'-8"5'-10"5'-11"8 EQ.
S
P
A
C
E
S
3 EQ. SP
A
C
E
S
8'-0"
8'-0"
8'-0"8'-0"6'-0"6'-0
"8'-0"4 EQ.
S
P
A
C
E
S
6'-0"EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJPOINTDESCRIPTIONNORTHINGEASTING1N 168156.998E 461710.7442N 168075.453E 461679.6163N 168072.214E 461691.2314N 168065.908E 461688.8945N 168158.828E 461710.715NORTHING/EASTING POINT SCHEDULECURBSYMBOLDESCRIPTIONQTYDETAILCURB TYPE 1 - CONCRETE CURB50,330 LF/EDGINGSYMBOLDESCRIPTIONQTYDETAILEDGING TYPE 01 - STEEL EDGING5/L500HANDRAILSYMBOLDESCRIPTIONQTYDETAILHANDRAIL TYPE 1 - STAIR RAILING1/L520SPEC 057300HANDRAIL TYPE 2 - PATIO RAILINGSPEC 057300LIGHTINGSYMBOLDESCRIPTIONQTYDETAILLIGHT TYPE 1 - AA2 PEDESTRIAN LIGHTLIGHT TYPE 2 - AA3 SINGLE PARKING LOT LIGHTLIGHT TYPE 3 - AA52 - DOUBLE PARKING LOT LIGHTPAVINGSYMBOLDESCRIPTIONQTYDETAILPAVING TYPE 1 - PEDESTRIAN CONCRETE2/L500SPEC 044313.16PAVING TYPE 2 - REINFORCED CONCRETE PAVEMENT1,000 LF/SPEC 044313.16STAIRSSYMBOLDESCRIPTIONQTYDETAILSTAIR TYPE 1 - CIP CONCRETE STAIR/WALLSYMBOLDESCRIPTIONQTYDETAILWALL TYPE 1 - STONE VENEER CIP CONCRETE WALL 7,471 LF2/L510WALL TYPE 2 - BOULDER WALL10,860 LF3/L510WALL TYPE 3 - MODULAR BLOCK WALL2,208 LF1/L510SPEC 323223CB-01ED-01HR-01HR-02LT-01LT-02LT-03P-01P-02ST-01WL-01WL-02WL-03MATERIALS LEGENDI hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L110CONSTRUCTIONPLAN - ACONSTRUCTION PLAN - A1NORTH0SCALE:1"=20'20'40'60'CONSTRUCTION PLAN - B RE: L111
ONE-WAYBIOFILTRATION BASINLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONEAST PARKINGLOTRACKETCOURTSSTORMWATERMANAGEMENTZONELT-03LT-03LT-03LT-03LT-02P-01P-01P-01P-01P-01P-01ED-01ED-0112 EQ. SPACES3 EQ. SPACES 5'-8"5'-10"5'-11"11 EQ. SPACES9 EQ. SPACES5 EQ. SPACES4 EQ. SPACES6'-0"5'-0"6'-0"6'-5"3 EQ. S
P
A
C
E
S
9 EQ. SPACES2 EQ. SPACES
2 EQ. S
P
A
C
E
S
4 EQ. SPACES29 EQ. SPACES6'-2"5'-6"7'-5"5'-3"6'-0"6'-0"5'-0"5'-0"6'
-
0
"8'-0
"8'
-0
"
8'-0"6'-0"6'-0"8'-10 1/2"12 EQ. SPACES6'-0"EJEJEJEJ EJ EJ EJ EJEJEJEJ
EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJWALKS LEADING TOCOURT TO ALIGN WITHEXISTING GATESCURBSYMBOLDESCRIPTIONQTYDETAILCURB TYPE 1 - CONCRETE CURB50,330 LF/EDGINGSYMBOLDESCRIPTIONQTYDETAILEDGING TYPE 01 - STEEL EDGING5/L500HANDRAILSYMBOLDESCRIPTIONQTYDETAILHANDRAIL TYPE 1 - STAIR RAILING1/L520SPEC 057300HANDRAIL TYPE 2 - PATIO RAILINGSPEC 057300LIGHTINGSYMBOLDESCRIPTIONQTYDETAILLIGHT TYPE 1 - AA2 PEDESTRIAN LIGHTLIGHT TYPE 2 - AA3 SINGLE PARKING LOT LIGHTLIGHT TYPE 3 - AA52 - DOUBLE PARKING LOT LIGHTPAVINGSYMBOLDESCRIPTIONQTYDETAILPAVING TYPE 1 - PEDESTRIAN CONCRETE2/L500SPEC 044313.16PAVING TYPE 2 - REINFORCED CONCRETE PAVEMENT1,000 LF/SPEC 044313.16STAIRSSYMBOLDESCRIPTIONQTYDETAILSTAIR TYPE 1 - CIP CONCRETE STAIR/WALLSYMBOLDESCRIPTIONQTYDETAILWALL TYPE 1 - STONE VENEER CIP CONCRETE WALL 7,471 LF2/L510WALL TYPE 2 - BOULDER WALL10,860 LF3/L510WALL TYPE 3 - MODULAR BLOCK WALL2,208 LF1/L510SPEC 323223CB-01ED-01HR-01HR-02LT-01LT-02LT-03P-01P-02ST-01WL-01WL-02WL-03MATERIALS LEGENDI hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L111CONSTRUCTIONPLAN - BNORTH0SCALE:1"=20'20'40'60'CONSTRUCTION PLAN - A RE: L110CONSTRUCTION PLAN - B1
W A Y Z A T A B O U L E V A R D W E S TOLD LONG LAKE ROAD ONE-WAYLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTION
CONCRETEPATIOMAINENTRANCEDROP OFFVALETPARKINGWEST PARKINGLOTSWIMMINGPOOL1 - QM1 - QM1 - QB1 - QB1 - QB1 - QB1 - QB1 - PI-P1 - QB1 - QM3 - RA3 - CI3 - CI3 - RA3 - RA4 - RA1 - CO1 - AA1 - QM1 - AA1 - QB1 - AA1 - AA1 - CO2 - AA2 - AA3 - RA3 - RA3 - RA3 - RA11 - TB17 - TB3 - BR2 - BR3 - BR3 - BR2 - BR2 - BR3 - BR3 - BR3 - BR16 - RA10 - RA12 - RA12 - RA44 - RA4 - RA5 - RA56 - RA10 - RA8 - RA166 - VHTREESCODECOMMON NAMEAAAUTUMN FLAME RED MAPLECOCOMMON HACKBERRYQBSWAMP WHITE OAKQMBUR OAKEVERGREEN TREESCODECOMMON NAMEPI-PPONDEROSA PINESHRUBSCODECOMMON NAMEBRROUND-LEAF COMMON BOXWOODCAARTIC FIRE DOGWOODCIISANTI RED TWIG DOGWOODRAGRO-LOW FRAGRANT SUMACTBTECHNITO GLOBE ARBORVITAEVHHAHS AMERICAN CRANBERRYBUSHVWRED WING AMERICAN CRANBERRYBUSHGROUND COVERSCODECOMMON NAMEPLANTING MIX PROVIDED BY OWNERSOD PROVIDED BY OWNERSTORMWATER INFILTRATION BASIN MIXELPALE PURPLE CONEFLOWEREBCOMMON BONESETESDWARF JOE PYE WEEDHFFALSE SUNFLOWERIVBLUE FLAGLPGAYFEATHERLCCARDINAL FLOWERPLANT SCHEDULEI hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L140PLANTINGPLAN - APLANTING PLAN - A1NORTH0SCALE:1"=20'20'40'60'PLANTING PLAN - B RE: L141NOTES:1.LEGEND SYMBOLS NOT SHOWN TO SCALE2.REFER TO SHEET L550 FOR PLANTING DETAILS.
ONE-WAYBIOFILTRATION BASINLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONLIMIT OF CONSTRUCTIONEAST PARKINGLOTRACKETCOURTSSTORMWATERMANAGEMENTZONE1 - CO1 - QM1 - QM1 - QM6 - VW3 - VW2 - VW16 - VW24 - CA15 - CA1 - AA1 - AA1 - QM1 - AA1 - CO2 - AA2 - AA2 - AA2 - AA75 - CA34 - CASTORMWATER INFILTRATIONBASIN MIX (9,244 sf)601 - EL214 - EB107 - ES77 - HF601 - IV854 - LP961 - LC3 - BR3 - BR4 - BR3 - BR87 - RA14 - RA7 - RA7 - RA28 - RA5 - RA12 - RA12 - RA12 - RA10 - RA12 - RAWALKS LEADING TOCOURT TO ALIGN WITHEXISTING GATESTREESCODECOMMON NAMEAAAUTUMN FLAME RED MAPLECOCOMMON HACKBERRYQBSWAMP WHITE OAKQMBUR OAKEVERGREEN TREESCODECOMMON NAMEPI-PPONDEROSA PINESHRUBSCODECOMMON NAMEBRROUND-LEAF COMMON BOXWOODCAARTIC FIRE DOGWOODCIISANTI RED TWIG DOGWOODRAGRO-LOW FRAGRANT SUMACTBTECHNITO GLOBE ARBORVITAEVHHAHS AMERICAN CRANBERRYBUSHVWRED WING AMERICAN CRANBERRYBUSHGROUND COVERSCODECOMMON NAMEPLANTING MIX PROVIDED BY OWNERSOD PROVIDED BY OWNERSTORMWATER INFILTRATION BASIN MIXELPALE PURPLE CONEFLOWEREBCOMMON BONESETESDWARF JOE PYE WEEDHFFALSE SUNFLOWERIVBLUE FLAGLPGAYFEATHERLCCARDINAL FLOWERPLANT SCHEDULEI hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L141PLANTINGPLAN - BNORTH0SCALE:1"=20'20'40'60'PLANTING PLAN - A RE: L140PLANTING PLAN - B1
I hereby certify that this document wasprepared by me or under my directsupervision and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.NameChuck EvensRegistration#SignatureDateDateDF/ Project #ScaleDrawn/CheckedREVISION03/17/202221-139VARIESAG/CEWAYZATA, MNWAYZATACOUNTRYCLUBSUBMITTALBID SET03/17/2022--310 South 4th Avenue, Suite 7050Minneapolis, MN 55415p: 612.332.7522L030LIGHTINGPLANLIGHTING PLANNORTH0SCALE:1"=40'40'80'160'1ADDITIONAL NOTESCONTRACTOR TO PROVIDE AND INSTALL AN EXTRA 1.5”CONDUIT TO ALL (7) LIGHT TYPE 3 FIXTURES FOR OWNERPROVIDED AND INSTALLED SECURITY CAMERAS.
Last Updated: January 2023
Note: This is an information sheet only, every effort has been made to insure the accuracy of the information contained herein;
however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail.
Page 8 of 9
City of Orono
Hardcover Calculation Worksheet
Property Address:
Prepared by: Date:
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1: EXISTING HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to site plan or
survey (must accompany this form). Use as many lines as necessary to accurately depict existing hardcover
status of the property. For Tier 1 properties, identify any features by letter which are within the 75-foot setback
or split at the 75’ setback line and calculate hardcover square footage separately for each portion.
Key to
Survey Hardcover Item (Describe) Length x Width Total
(Square Feet)
(Example) (Garage) (24’ x 30’) (720 S.F.)
A S.F.
B S.F.
C S.F.
D S.F.
E S.F.
F S.F.
G S.F.
H S.F.
I S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1) Total Existing Hardcover S.F.
Excludable Hardcover (See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcover S.F.
(3) Net Existing Hardcover [Subtract line (2) from line (1)] S.F.
(4) Total Lot Area S.F.
Proposed Hardcover Percentage [ (3) ÷ (4) ] %
(Proposed Hardcover next page)
Last Updated: January 2023
Note: This is an information sheet only, every effort has been made to insure the accuracy of the information contained
herein; however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail.
Page 9 of 9
City of Orono Hardcover Calculation Worksheet
Property Address:
Prepared by: Date:
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to site plan
or survey (must accompany this form). Include all existing hardcover items that are intended to remain, as
well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately
depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter
which are within the 75-foot setback or split at the 75’ setback line and calculate hardcover square footage
separately for each portion.
Key to
Survey Hardcover Item (Describe) Length x Width Total
(Square Feet)
(Example) (Garage) (24’ x 30’) (720 S.F.)
A S.F.
B S.F.
C S.F.
D S.F.
E S.F.
F S.F.
G S.F.
H S.F.
I S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1) Total Proposed Hardcover S.F.
Excludable Hardcover (See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcover S.F.
(3) Net Proposed Hardcover [Subtract line (2) from line (1)] S.F.
(4) Total Lot Area S.F.
Proposed Hardcover Percentage [ (3) ÷ (4) ] %
MINUTES OF THE
ORONO PLANNING COMMISSION
March 20, 2023
6:00 o’clock p.m.
_____________________________________________________________________________________
Page 1 of 2
ROLL CALL
The Orono Planning Commission met on the above-mentioned date with the following members present:
Chair Mark McCutcheon, and Commissioners Dennis Libby, Jon Ressler and Bob Erickson.
Commissioners Chris Bollis and Matt Gettman were absent. Representing Staff were Community
Development Director Laura Oakden and City Planner Natalie Nye.
Chair McCutcheon called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance.
APPROVAL OF AGENDA
Libby moved, Ressler seconded, to approve the Agenda. VOTE: Ayes 4, Nays 0.
APPROVAL OF PLANNING COMMISSION MEETING MINUTES OF FEBRUARY 21, 2023
Ressler moved, Erickson seconded, to approve the minutes of the Orono Planning Commission
meeting of February 21, 2023. VOTE: Ayes 4, Nays 0.
PUBLIC HEARINGS
1. LA23-000003 H & U CONSTRUCTION – JOSEPH UHLORN, 200 WAYZATA BLVD. W
CONDITIONAL USE PERMIT FOR PARKING LOT EXPANSION
City Planner Nye gave a presentation on the item, stating the Wayzata Country Club is requesting
approvals in order to replace and expand an existing parking lot. The project also includes some
landscaping, patios, walkways, retaining walls. The Country Club is in both the City of Orono and
Wayzata. Most of the property, about 150 of the 215 acres, is actually in Orono but most of the proposed
project is in the City of Wayzata. They currently operate under a conditional use permit for golf course
use. Any expansion or changes made to the site triggers the need for a new CUP or an amended CUP.
This proposal doesn't have any changes made to the buildings or any new buildings. They're expanding
the parking lot and specifically adding about 7500 square feet and the Orono parcel for more parking
spaces. Staff is recommending approval. The applicant is here today to answer any questions and no
public comments have been received.
Joseph Uhlorn of H & U Construction said the project in the city of Orono involves the replacement and
expansion of the parking lot. There is one site light that is located in the island in the Orono city limits
and it is a downlight and there's stormwater improvements being done. He said the golf course has had
capacity issues with the parking lot resulting in the need to have people park off-site and be shuttled,
which presents a safety concern. Additional sidewalks will also move pedestrians more safely.
Commissioners asked about close proximity to residential homes as it relates to parking and lighting.
Uhlorn said some changes, for example switching to a downlight, had been made based on feedback from
neighboring homeowners. He added, aging timber retaining walls that are actually in Wayzata would also
be replaced as part of the project.
Chair McCutcheon opened the public hearing at 6:09 p.m.
MINUTES OF THE
ORONO PLANNING COMMISSION
March 20, 2023
6:00 o’clock p.m.
_____________________________________________________________________________________
Page 2 of 2
There were no public comments.
Chair McCutcheon closed the public hearing at 6:09 p.m.
The Commissioners discussed the item noting the proposed project improves both the parking situation
and the lighting.
Ressler moved, Libby seconded, to approve LA23-000003, 200 Wayzata Blvd. Conditional Use
Permit. VOTE: Ayes: 4, Nays 0.
OTHER BUSINESS – Update on March 13, 2023 City Council Meeting
Oakden updated the Commissioners noting the City Council reviewed three requests recently heard by the
Planning Commission and approved two and tabled one for more information. Approved were a
hardcover variance on Casco for the removal of a patio to add a deck and an after-the-fact permit for deck
stairs that extended too far that was caught at the as-built survey. The Council tabled the application for
the retaining walls that were burned in a fire. The council asked for further information regarding
restoration of the bluff, final grading plans and vegetation.
ADJOURNMENT
Ressler moved, Libby seconded, to adjourn the Planning Commission Meeting. VOTE: Ayes 4,
Nays 0.
The Orono Planning Commission meeting adjourned at 6:13 p.m.
ATTEST:
_________________________________________
Mark McCutcheon, Chair
Date Application Received: 2/21/2023
Date Application Considered as Complete: 3/1/2023
60-Day Review Period Expires: 4/30/2023
To: Chair McCutcheon and Planning Commission Members
Adam Edwards, City Administrator
From: Natalie Nye, City Planner
Date: March 20, 2023
Subject: #LA23-000003, Joseph Uhlhorn with H+U Construction, Wayzata Country Club,
200 Wayzata Blvd. W
CUP - Public Hearing
Background
The Wayzata Country Club is requesting approvals in order to replace and expand an existing
parking lot on their site. The project will also include other site improvements including the
replacement of sidewalks, retaining walls, patios, and landscaping. The Wayzata Country Club is
partially located in Orono and partially in Wayzata with a total of 215 acres of land between the
two cities. The City of Orono has approximately 150 acres of the country club including a portion
of the clubhouse and parking lot. However, the scope of the proposed project is mostly within
Wayzata. The City of Wayzata approved the project in February of 2023. The applicant has
begun the process in Orono following that approval. Within the City of Orono, the Wayzata
Country Club operates under a Conditional Use Permit for a golf course use. The proposed site
improvements trigger the need for a new Conditional Use Permit.
The golf course use is located within the RR-1B, 2-acre One-Family Residential District and is
permitted through a Conditional Use Permit (CUP). Improvements and changes to the site and
use must be addressed through the CUP process. The original CUP on the property dates back to
1968 with club operations predating that as well. There have been numerous new conditional
use permits issued since then, with the most recent CUP being approved for the property in
2010. Because of the numerous CUP’s and amendments on the property related to the Wayzata
Country Club, staff is suggesting issuing a new CUP for the proposed site improvements and
expanded parking lot.
Applicable Regulations:
CUP: Golf Course (Code Section 78-418(1))
Golf courses are permitted within the RR-1B district by Conditional Use Permit. The Wayzata
Country Club is currently operating under a CUP with the most recent CUP amendment for
changes to the site approved in 2010. The conditional use for a golf course requires the principal
building to meet a 100’ setback from adjacent properties zoned residential and a 50’ setback for
all accessory buildings. The current proposal does not include any new structures or
Application Summary: The applicant requests a Conditional Use Permit (CUP) for a parking lot
expansion and other site improvements for a golf course use.
Staff Recommendation: Planning Department Staff recommends approval.
FILE #LA23-000003
March 20, 2023
Page 2 of 3
modifications to the existing buildings on the site.
The proposal is primarily a parking lot expansion on the Orono parcel. The project adds
approximately 7,500 square feet of new hardcover to the Orono portion of the site. Some other
site improvements are also proposed related to landscaping. There are no hardcover limitations
for the property and with the expansion the Orono parcels will be at about 6.5% hardcover.
Conditional Use Permit Analysis
Staff finds the Wayzata Country Club’s request to expand an existing parking lot and update
landscape and other hardscape on the property to be reasonable and appropriately scaled for the
site.
Applicable Regulation: Conditional Use Permit (Section 78-916)
The Planning Commission may recommend and the Council may grant a Conditional Use
Permit (CUP) as the use permit was applied for or in modified form. On the basis of the
application and the evidence submitted, the city must find that the proposed use at the
proposed location is or will be:
1) Consistent with the community management plan; A golf course is a conditional use
in the RR-1B zoning district and is consistent with the community management
plan.
2) Compliant with the zoning code, including any conditions imposed on specific uses as
required by article V, division 3 of the City Code; This criterion is met.
3) Adequately served by police, fire, roads, and stormwater management; This criterion
is met. The applicant has received all necessary approvals from the City of Wayzata
where the majority of the work will be taking place.
4) Provided with an adequate water supply and sewage disposal system; There are no
proposed changes to the buildings on the site and therefore this criterion is not
applicable.
5) Not expected to generate excessive demand for public services at public cost; This
criterion is met.
6) Compatible with the surrounding area as the area is used both presently and as it is
planned to be used in the future; This criterion is met.
7) Consistent with the character of the surrounding area, unless a change of character
is called for in the community management plan; The Wayzata Country Club is an
established part of the community and character. The site updates will improve the
country club and benefit the surrounding area.
8) Compatible with the character of buildings and site improvements in the surrounding
area, unless a change of character is called for in the community management plan;
The site is currently a golf course and the proposed improvements will maintain the
surrounding character.
9) Not expected to substantially impair the use and enjoyment of the property in the
area or have a materially adverse impact on the property values in the area when
compared to the impairment or impact of generally permitted uses; The proposed
improvements will not negatively impact the adjacent properties.
10) Provided with screening and buffering adequate to mitigate undesirable views and
activities likely to disturb surrounding uses; This criterion is met.
FILE #LA23-000003
March 20, 2023
Page 3 of 3
11) Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes,
dust, electrical interference, general unsightliness, or other means; The proposed
project will improve the function and look of the site. Construction will be
regulated to minimize nuisance.
12) Not cause excessive non-residential traffic on residential streets, parking needs that
cause a demonstrable inconvenience to adjoining properties, traffic congestion, or
unsafe access; The proposal will expand the existing parking on the site to
appropriately handle parking for the golf course use. The improvements to the site
will not cause additional traffic or negative impacts to adjoining properties.
13) Designed to take into account the natural, scenic, and historic features of the area
and to minimize environmental impact; The project has been designed to preserve
and minimize impact. The improvements to the site will update the look of
landscaped areas and increase functionality with the expanded parking lot.
14) All exterior lighting shall be so directed so as not to cast glare toward or onto the
public right-of-way or neighboring residential uses or districts; This criterion is met;
and
15) Not detrimental to the public health, public safety, or general welfare. This condition
is met.
A CUP may be granted subject to such conditions as the Council may prescribe. Additionally,
a CUP shall remain in effect as long as the conditions imposed by the City Council are
observed, but nothing in this section shall prevent the city from enacting or amending official
controls to change the status of conditional uses.
Public Comments
No public comments have been received.
Issues for Consideration
1. Does the Planning Commission find that the CUP, if granted, will not alter the
essential character of the neighborhood?
2. Does the Commission find it necessary to impose conditions in order to mitigate the
impacts created by the grant ing of the requested CUP ?
3. Are there any other issues or concerns with this application?
Planning Staff Recommendation
Planning Staff recommends approval of the Condition Use Permit (CUP).
List of Exhibits
Exhibit A. Application
Exhibit B. Narrative
Exhibit C. Plans
Exhibit D. Hardcover Information
Exhibit E. Photos
Exhibit F. Mailing List & Map
AGENDA ITEM
Prepared By: Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of this action item is to award the 2023 Sanitary Sewer Rehabilitation Project.
2. Background. Metropolitan Council Environmental Services (MCES) provides sanitary sewer
treatment for the majority of communities (including Orono) in metropolitan area. Since 2005, MCES has
identified Orono as one of the communities who contribute excessive Inflow and Infiltration (I & I). The
City has been executing a sanitary sewer rehabilitation project annually to reduce I&I. Each year the City
works to identify inflow and infiltration points within the sanitary sewer system thought our annual
inspection program. These sites then inform our rehabilitation efforts for the year. In 2020 the City
received a excessive flow work plan assignment from MCES based on excessing flows in 2019 for
$363,540. I&I mitigation projects in 2020-24 may be used to accomplish the assignment. Bids were
originally received in February 2023 however they exceeded the project budget so the scope was adjusted
and the project rebid.
3. Scope. The project includes the lining of 4300 feet of sewer main. (Exhibit A)
4. Cost. The city received proposals from 4 contractors (Exhibit B). The low quote was for $212,264.88
from Hydro-Klean. In addition to the construction cost, Bolton and Menk provided a proposal of NTE
$10,000.00 for construction oversight. (Exhibit C)
Who Work Cost Status
Bolton &Menk, Inc Design and Engineering $ 26,700.00 Not to exceed, previously approved
Hydro-Klean Construction $ 212,264.88 Pending award
Bolton &Menk, Inc Construction Oversight $ 10,000.00 Not to exceed
Total $248,964.88
5. Funding. The project is funded from the Sanitary Sewer Fund. The CIP amount was projected at
$250,000. The projected 2023 year-end balance is $1,176,080.
6. Staff Recommendation. I recommend council award the project.
COUNCIL ACTION REQUESTED
Motion to award the 2023 Sanitary Sewer Rehabilitation project to Hydro-Klean for $212,264.88 and to
authorize Bolton and Menk to perform design and construction oversight for a fee not to exceed $10,000.
Exhibits
A. Project Map
B. Quote Summary
C. Bolton and Menk Proposal.
Item No.: 13 Date: April 10, 2023
Item Description: 2023 Sewer Rehabilitation Award (23-014)
Presenter: Adam T. Edwards
City Administrator/City Engineer
Agenda
Section:
Consent Agenda
Exhibit A.
Exhibit B. Bid Tab
CONTRACTOR TOTAL AMOUNT BID
Hydro-Klean $ 212,264.88
Insituform Technologies $ 217,590.50
Visu-Sewer $ 288,340.00
H&M Underground $240,922.17
Exhibit C. BMI Construction Services Proposal.
AGENDA ITEM
Prepared By: CF Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of the action item is to gain approval accepting Officer Brad Schoenherr
letter resignation.
2. Background / Summary. Brad Schoenherr was hired as a police officer by the City of Orono on
January 1, 2013. Brad Schoenherr has submitted a letter of resignation. Brad Schoenherr last day is April
16, 2023. Brad Schoenherr has accepted a Sergeant position with the city of Wayzata. The police
department wishes Brad Schoenherr the best of luck in all of his future endeavors and for his service to
the citizens of Orono, Mound, Spring Park and Minnetonka Beach.
3. Staff Recommendation. I recommend accepting the resignation of Brad Schoenherr effective April
16, 2023 and authorize staff to begin the recruiting process for his replacement.
COUNCIL ACTION REQUESTED
Motion to approve the resignation of Brad Schoenherr effective April 16, 2023 and authorize staff to
begin the recruiting process for his replacement.
Item No.: 14 Date: April 10, 2023
Item Description: Authorization to Accept Brad Schoenherr Resignation
Presenter: Correy Farniok
Police Chief
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: J. Lemons Reviewed By: A. Carlson Approved By:
1. Purpose. The purpose of the action item is to seek approval for the Hackberry masterplan design
services from Bolton & Menk.
2. Background / Summary. At the February 6th Park Commission meeting, the commission made a
motion to recommend initiating the masterplan process for Hackberry Park. The Hackberry Park
masterplan process was added to the CIP in 2022. Design is tentatively scheduled to occur in 2024 and
construction in 2025.
3. Design Services. Bolton & Menk will engage with staff and the Hackberry Park sub-committee to
produce a site analysis and conceptual plans for the project. Bolton & Menk will also provide a
masterplan executive summary upon completion. The Park Commission will use these documents to
engage with the community on the project.
4. Cost. Staff received a proposal from Bolton & Menk for a total of $9300. The quote is broken up
into $5900 for masterplan development and $3400 for the masterplan executive summary. The cost of the
design services will come from the Parks Fund.
5. Staff Recommendation. Staff recommends approval of the design services from Bolton & Menk for
the Hackberry Park masterplan.
COUNCIL ACTION REQUESTED
Motion to approve the Hackberry Park Masterplan design services through Bolton & Menk
Exhibits
A. Fee Estimate and Scope of Work
Item No.: 15 Date: April 10, 2023
Item Description: Approval of Hackberry Masterplan Design Services
Presenter: Joshua Lemons
Parks & Golf Superintendent
Agenda
Section:
Parks Report
H:\ORNO\$2023 New Projects\Fee Estimate Hackberry Park Master Plan.docx
April 4, 2023
City of Orono
Attn: Adam Edwards
PO Box 66
Orono, MN 55323
RE: Hackberry Park Master Plan – Design Services
Dear Adam:
Thank you for the opportunity to assist the city with the development of a master plan for
Hackberry Park.
Project Understanding
Hackberry Park is located on the corner of Willow Drive North and Maple Lane. The master
plan is intended to allow for near and long-term improvements to be considered for the site for
continued enjoyment by residents. The associated cost estimate will be used to identify
priorities and funding sources to be planned and implemented as part of the City’s capital
improvement plan.
Proposed Scope of Services
We propose to complete the following Hackberry Park tasks:
1. Master Plan Development…………………………………………………..……………………..$5,900
• Create a site analysis graphic for the park
• Create 2-3 conceptual plans for review with City Staff/Parks Commission
• Consolidate any previous work and planning efforts for the park in the conceptual plans
• Meet with Staff /Park Committee to review conceptual plans
• Create a preferred master plan concept based on input from City/Community
Plan Deliverables:
a. Site analysis graphic
b. 2-3 conceptual plans with preliminary cost estimate
c. Preferred master plan (rendered, scalable 22”x34”)
2. Master Plan Executive Summary..………………………………………………………………$3,400
• Develop an executive summary and compile master planning material into a pdf
documenting the master planning process for the park. This document will include all
concepts developed, graphics and cost estimates developed during the project, along with
the any public engagement material.
Master Plan Summary Deliverables:
a. Master Plan Executive Summary, documenting the master planning process, supporting
graphics and cost estimate (pdf format)
Preliminary Schedule
a. 4/10/23 – Proposal Approval
b. 5/1/23- 7/31/23 - Conceptual Plans
c. 8/7/23 – Draft Master Plan provide to Parks Commission
d. 9/6/23 – Master Plan approved by Parks Commission
e. 10/23/23 – Master Plan approved by City Council
Fee Estimate
Based on the scope of services described above, we propose a total not-to-exceed fee of $9,300
to be billed on an hourly basis.
We look forward to collaborating with Orono to develop this Master Plan. Please let me know
if you have questions or need additional information.
Sincerely,
Bolton & Menk, Inc.
David P. Martini, P.E.
Principal Engineer
AGENDA ITEM
Prepared By: A. Carlson Reviewed By: A. Carlson Approved By:
1. Closed Meeting: Attorney – Client Privileged Discussion. This meeting will be closed as
permitted by the attorney-client privilege, Minn. Stat. 13D.05 Subd. 3 (b) to discuss litigation
strategy regarding Lake Minnetonka Real Estate II, LLC vs. City of Orono.
Item No.: 16 Date: April 10, 2023
Item Description: Closed Meeting – Client Privileged Discussion
Presenter: Soren Mattick, City Attorney Agenda
Section:
Closed Meeting