HomeMy WebLinkAbout04-22-2019 Council PacketAgenda
Council Meeting
Monday, April 22, 2019, 7:00 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
The public is invited to address the council regarding any item on the regular agenda. If your topic is not
on the agenda, you may speak during the Public Comments section.
Roll Call
Pledge of Allegiance
Approval of Agenda
Consent Agenda
1. City Council Meeting Minutes of April 8, 2019
2. Claims/Bills
3. Residential Recycling Services
4. Appointment of 2019 Seasonal Employees
5. Seasonal Employee Pay Correction
6. Backup Generators for Lift Stations #1 (1302 Shoreline Drive) and GS#9 (1222 Brackets Point
Road)
7. Golf Course Drainage Project
8. Surface Water Management Plan Adoption
9. 2019 Sanitary Sewer
10. First Quarter Financial Report
11. LA19-000007 – Tom Rauscher o/b/o Donald and Heidi Haberman, 2799 Pheasant Road, Variances
– Revised Resolution
12. LA19-000010 – Rehkamp Larson Architects, 2587 Kelly Avenue, Variance, Conditional Use Permit
– Revised Resolution
13. LA19-000011 – Julie Lensing, 3349 Crystal Place, Variance – Denial Resolution
Public Comments – (Limit 5 Minutes per Person)
This is an opportunity for the public to address matters not on the agenda. 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.
Presentation
14. 2017 Audit
Planning Department Report
15. Consideration of Support for Grant Application for Lakewest, LLC - Resolution
Agenda
Council Meeting
Monday, April 22, 2019, 7:00 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
Mayor/Council Report
City Administrator Report
City Attorney Report
Adjournment
Upcoming Events
2019
05-06-19 Park Commission Meeting, Monday, 6:30 p.m.
05-13-19 City Council Meeting, Monday, 7:00 p.m.
05-20-19 Planning Commission Meeting, Monday, 6:30 p.m. (Dennis Walsh)
05-27-19 Official Holiday, City Offices Closed
05-28-19 City Council Work Session, Tuesday, 5:00 p.m.
05-28-19 City Council Meeting, Tuesday, 7:00 p.m.
06-10-19 City Council Meeting, Monday, 7:00 p.m.
06-17-19 Planning Commission Meeting, Monday, 6:30 p.m. (Richard F. Crosby II)
06-24-19 City Council Work Session, Monday, 5:00 p.m.
06-24-19 City Council Meeting, Monday, 7:00 p.m.
07-01-19 Park Commission Meeting, Monday, 6:30 p.m.
07-04-19 Official Holiday, City Offices Closed
07-05-19 Official Holiday, City Offices Closed
07-08-19 City Council Meeting, Monday, 7:00 p.m.
07-15-19 Planning Commission Meeting, Monday, 6:30 p.m.
07-22-19 City Council Work Session, Monday, 5:00 p.m.
07-22-19 City Council Meeting, Monday, 7:00 p.m.
MINUTES OF THE
ORONO CITY COUNCIL MEETING
Monday, April 8, 2019
7:00 o’clock p.m.
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ROLL CALL
The Orono City Council met on the above-mentioned date with the following members present: Mayor
Dennis Walsh, City Council Members Richard Crosby, III, Matt Johnson, and Victoria Seals.
Representing Staff were City Administrator Dustin Rief, Finance Director Ron Olson, Development
Director Jeremy Barnhart, Public Works Director/City Engineer Adam Edwards, City Attorney David
Kendall, and Recorder Jackie Young.
Mayor Walsh called the meeting to order at 7:00 p.m., followed by the Pledge of Allegiance.
APPROVAL OF AGENDA
CONSENT AGENDA
1. CITY COUNCIL MEETING MINUTES OF MARCH 19, 2019
2. CITY COUNCIL WORK SESSION MINUTES OF MARCH 19, 2019
3. CLAIMS/BILLS
4. APPROVAL OF HENNEPIN COUNTY 2019 SPECIAL EVENT PERMIT – LONG LAKE
ROWING CREW
5. AUTHORIZATION TO PURCHASE POLARIS UTV REPLACEMENT
6. APPROVAL OF THE LAKE MINNETONKA SWAT JOINT POWERS AGREEMENT
RESOLUTION NO. 6961
7. APPOINTMENT OF 2019 SEASONAL EMPLOYEES
8. NAVARRE WATER PLANT INTERIOR PAINTING
9. NAVARRE WATER PLANT ROOF REPLACEMENT
10. WATER METER REPLACEMENT
Crosby moved, Seals seconded, to approve the Consent Agenda as amended, with Items No. 11, 12,
and 13 being removed from the Consent Agenda. VOTE: Ayes 4, Nays 0.
PUBLIC COMMENTS
None
PRESENTATION
14. PLANNING COMMISSION RECOGNITION
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Walsh moved, Crosby seconded, to adopt RESOLUTION NO. 6964, a Resolution of Appreciation
to Bruce Lemke for Distinguished Service as a Member of the Planning Commission. VOTE: Ayes
4, Nays 0.
Johnson moved, Crosby seconded, to adopt RESOLUTION NO. 6965, a Resolution of Appreciation
to Chad Olson for Distinguished Service as a Member of the Planning Commission. VOTE: Ayes
4, Nays 0.
Walsh moved, Crosby seconded, to adopt RESOLUTION NO. 6963, a Resolution of Appreciation
to Kevin Landgraver for Distinguished Service as a Member of the Planning Commission. VOTE:
Ayes 4, Nays 0.
15. SHORELINE DRIVE AND SHADYWOOD ROAD INTERSECTION IMPROVEMENT
PROJECT
Ryan Allers, Hennepin County Transportation, provided the City Council with an update on the Shoreline
Drive and Shadywood intersection improvements project. The intersection of County Roads 15 and 19
has been identified as having some safety issues a few years ago since a number of accidents have
occurred. Currently there are no dedicated left turn lanes on Shadywood Road and the eastbound right
turn island contributes to higher speeds. The improvements identified are likely to reduce crashes at the
intersection.
As it relates to funding the project, a 2014 application was submitted for the Highway Safety
Improvement Program (HSIP), which is a $25 million program that is available every few years. To
qualify for this funding, the proposed improvements require a benefit/cost ratio greater than three. This
project fell under the reactive category given the number of crashes and scored over three. In 2014, when
the application was started, the HSIP program looked at the benefit/cost ratio and the value of crashes. As
an example, Shadywood is a four-lane undivided road currently with no dedicated turn lanes. By putting
in turn lanes, the number of accidents can be reduced by 40 percent. To help qualify for this project, the
City provided a letter of support for the application back in 2014, and in January of 2015, that application
was submitted to MnDOT and the Metropolitan Council. Hennepin County was formally notified of the
Federal HSIP award in August of 2015, with the stipulation that the funds be used in 2019.
Project layout and plans were then developed based on improvements identified in the funding
application. Deviating from the improvements identified in the HSIP application may result in the loss of
federal funds. The project engineers also looked at things that would provide benefits in reducing
crashes. The HSIP project will cover approximately 90 percent of the improvements, which is
approximately a 70/30 percent split between HSIP and Hennepin County.
The key features of the project include the following:
1. Curb extension on Shoreline Drive at Kelly Avenue to clearly indicate through and turn lanes;
2. Modified right turn lane on Shoreline Drive to discourage speeding;
3. Installation of upgraded traffic signals with improved timing and reconfigured travel lanes
to include dedicated left turn lanes at the intersection;
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4. Pedestrian improvements, including Americans with Disabilities Act compliant pedestrian
ramps with Accessible Pedestrian Signals, durable crosswalk markings, and new sidewalks; and
5. Replacement of deteriorating existing curbs and gutters, underground utility lines and pavement
substructure modified right turn.
The project is anticipated to start after July 4, 2019, and will be completed in seven stages. The length of
the various stages will vary depending on the work being completed. The overall project is expected to
take four months to complete, weather permitting. Access will be maintained for through traffic to local
businesses. There will be turning restrictions and detour routes will be provided.
An open house was held on February 27, 2019. The purpose of the open house was to provide the public
with information on the upcoming safety improvement project. Approximately 50 residents attended the
meeting. A majority of the residents in attendance appreciated the added safety features to the
intersection and were happy to see the project happening at the intersection. The residents asked if a
roundabout was considered, which it was. However, the roundabout was determined to not be feasible
due to cost and lack of space available to place a roundabout without having major impacts to businesses
at the intersection.
Residents also asked about relocating driveways to businesses, specifically the entrance to Lunds from
Shoreline Drive to Kelly Avenue. County staff worked with Lunds and the City of Orono on this option.
However, that option was dismissed due to the steepness between the Lunds’ parking lot and Kelly
Avenue and because moving the access off Kelly Avenue will introduce more conflicts with delivery
vehicles and with pedestrians walking into the store.
The next step for the project is obtaining authorization from the FHWA. Residents are encouraged to sign
up to receive updates by going to the project website, which is Hennepin.us/15and19.
Walsh stated the biggest takeaways from his discussions is that this project is safety related. Since the
intersection is maxed out in width, it needs to be made as efficient as possible. A number of other
construction projects will be taking place around Orono, including Tanager Bridge being closed this fall
as well as construction on County Road 44. Walsh noted the City has been waiting a long time for this
project and that he is glad they will be moving forward with the project.
Crosby stated this project will help tremendously at the intersection and will help reduce accidents.
Walsh stated the pork chop design will also stop people from driving all the way through, which will also
help prevent accidents.
Seals asked if any of the entrance widths will be changed.
Allers indicated they will not be.
Johnson noted for anyone that comes out on the east side of Lunds and attempts to go north, that is
dangerous, and the improvements will help the situation.
Walsh asked if anyone from the public would like to comment or ask any questions.
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There were no public comments.
Edwards noted the Public Works Department will be replacing the water and force mains under this
intersection at the same time the road project is being undertaken.
Walsh asked whether the trail will be extended all the way down to the Luce Line.
Allers indicated it will be.
The City Council took no formal action on this item.
PLANNING DEPARTMENT REPORT
11. LA19-000007 TOM RAUSCHER ON BEHALF OF DONALD AND HEIDI HABERMAN,
2799 PHEASANT ROAD – RESOLUTION NO. 6966
Barnhart stated the applicant proposes redevelopment of the lot by building a new home, utilizing the
lakeward portion of the existing foundation. Most of the expansion will go further toward the street. The
home will continue to be 61 feet from the OHWL and 24 feet lakeward of the average lakeshore setback.
The new residence will not be located closer to the lake. It would be an expansion in a nonconforming
area, so it requires a variance.
The Planning Commission reviewed this application last month and the main focus of the discussion
centered on the patio that connected to some existing stairs. The Planning Commission had some
concerns about expanding the hardcover. The applicant has provided revised plans that show a revised
patio. The Planning Commission did ultimately recommend approval of the application subject to the
patio being revised.
Seals asked what the square footage of the previous patio was.
Barnhart indicated he does not have that information available.
Johnson noted outside the 75-foot setback it shows 123 square feet under proposed hardcover.
Barnhart stated the existing hardcover was 701 square feet and the proposed hardcover is 967 square feet,
which was the plan the Planning Commission reviewed. The proposed level of hardcover has been
reduced slightly under the revised plan.
Wade Schmidt, Tom Rauscher & Associates, stated the hardcover decreased by approximately 200 square
feet and does not extend beyond the bump-out. Approximately 173 square feet was taken out beyond the
rear yard setback.
Walsh stated if the applicant currently has 700 square feet in the 0-75, that’s all they can have under the
new plan.
Schmidt noted the hardcover also includes the existing stairs.
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Walsh stated the City Council could approve the application with the caveat that the 700 square feet of
hardcover does not include any new hardcover in the 0-75 foot zone. Since there already is hardcover
there, the City Council will allow the 700 square feet but no more.
Seals commented her understanding is they can replace it in like and kind.
Barnhart stated it looks like there is a 158 square foot patio that is existing in the 0-75 foot zone according
to the memo to the Planning Commission.
Johnson stated the survey appears to show 123 square feet.
Walsh stated it does not really matter to the City Council what the shape of the patio is since the
applicants are only allowed 700 square feet and that the applicants can design it as they would like.
Johnson noted the City is assuming that is an approved patio that was originally put in there.
Barnhart stated it is almost impossible for Staff to go back and find the original permits given the amount
of time it would take to review the application.
Seals moved, Crosby seconded, to adopt RESOLUTION NO. 6966 , a Resolution Approving
Variance from Municipal Zoning Code Sections 78-330; 78-1279; and 78-1680, with the
requirement that the current hardcover within the average lakeshore setback consisting of 701
square feet not be exceeded. VOTE: Ayes 4, Nays 0.
12. LA19-000009 JAMISON KOHOUT ON BEHALF OF REAL ASSETS, LLC, 1645
SHADYWOOD ROAD – PRELIMINARY PLAT – RESOLUTION NO. 6962
Barnhart stated this is a preliminary plat application to subdivide this parcel into two buildable lots with
one driveway. It is based on a front lot/back lot configuration. The property is located in the LR-1C
district, which has a minimum width of 100 feet and a half acre lot size. The back lot has to be 150
percent of the minimum requirement of the zoning district. The width is the same as what was previously
proposed, but the setbacks have increased for the back lot.
The applicant has prepared a preliminary plat that meets all of those requirements and provides a building
pad for both lots with the enhanced setbacks. Access will be provided via Shadywood Road with a new
outlot. The driveway will be gravel at first and then pavement will be applied the second year. The
properties will be served by water and sewer and the applicants will need to obtain a permit from
Hennepin County.
Staff and Planning Commission recommend approval.
Seals stated whenever there is a subdivision, everyone wants to make sure everything is correct, and that
it sounds like the lot size and everything is correct.
Walsh stated that was also his question, and as long as it meets all the requirements, he is fine with it.
Crosby asked whether this will be a shared driveway.
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Barnhart indicated it will be and that it is likely Hennepin County will restrict access for Lot 2 directly
onto Shadywood Road and that the driveway will need to go through the outlot, which will result in it
being a shared driveway.
Johnson noted at the Planning Commission meeting there were some neighbors that expressed concern
about the drainage on the road. Johnson indicated he did review that area and that in his view there are
some additional potholes that relate to the existing driveway. Johnson stated his assumption is that the
City Engineer has reviewed that and that they will ensure the grade is correct.
Barnhart stated those comments will be incorporated into the final plat.
Johnson moved, Crosby seconded, to adopt RESOLUTION NO. 6962, a Resolution Approving a
Preliminary Plat for the Property Located at 1645 Shadywood Road. VOTE: Ayes 4, Nays 0.
13. LA19-000010 REHKAMP LARSON ARCHITECTS ON BEHALF OF ALEXANDER
AND AMY WARE, 2587 KELLEY AVENUE
Barnhart stated the applicant is proposing a new 744 square foot garage with a setback of 4.3 feet from
the side yard line, which requires a variance and a conditional use permit. The existing 441 square foot
garage is currently two feet from the property line. The requirement for this district is 7.5 feet.
The conditional use permit will allow a full bathroom with a shower and a tub. The City does allow
plumbing in accessory buildings with a conditional use permit for the bath facility. Part of that is a
covenant that prevents it from being used as a dwelling.
The Planning Commission recommended approval.
Crosby asked what the side yard setback is currently.
Barnhart indicated it is currently 2.5 feet and it will go to 4.3 feet.
Johnson noted the required setback is 7.5 feet and the architectural firm said the reason for keeping it
pushed back is to not take away from the aesthetics of the house.
Jean Rehkamp noted there is also an easement that this property owner has with the neighbor for access.
If the garage is pushed forward, it makes it more difficult for the homeowners to park and navigate the
driveway. In addition, the neighbor’s garage is backed up to that driveway. It was felt the proposed
location was the best use of the site. There is also an existing cottage on the site that consists of 900
square feet and it is a darling, quaint little cottage that has been restored. The extra space between the
structures is to help maintain that little charming structure.
Walsh noted there needs to be a practical difficulty demonstrated and that aesthetics is not a practical
difficulty. The garage is currently a nonconforming use and the applicants would like to make the
structure bigger, which is not a practical difficulty.
Rehkamp stated the distance from the easement to the front of the garage is part of that circulation. The
distance from that easement to the face of the garage is not enough to park a car in front of the garage.
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The neighbors can back out into that given the easement. The property owners are hoping to have two
cars and storage in the garage.
Walsh noted the current garage is 20 feet width, which should be wide enough.
Rehkamp stated a typical garage is 24’ x 24’ and that they are asking for 30 feet to allow for storage on
the side.
Walsh asked what the square footage is of the existing garage.
Rehkamp indicated the footprint is 20.2 feet by 21.8 feet.
Walsh stated he would not have a problem with allowing them to the 90 feet as long as they maintain the
setback.
Johnson stated if the property owner wants to take advantage of the structure, then they should be able to
preserve what they have there, but when they start making a structure bigger and changing the massing, it
should conform to the City’s standards, especially because those have been increased in the past few
years. Johnson stated he does not see a practical difficulty for the side yard setback. The size and general
location is fine, but it should be 7.5 feet off the property line.
Seals commented these lots were designed for cabins and not meant for large homes. Whenever people
move closer to the property line, there can be issues with the adjoining property owner.
Rehkamp noted the neighbor’s garage is closer than 7.5 feet from the lot line.
Johnson stated if the neighbors at some point in the future wants to make their garage bigger, they would
also have to conform to the 7.5-foot setback.
Crosby stated if they relocate it by three feet, he would not have a problem with the structure.
Rehkamp asked whether they could have the 90 square feet as suggested by Mayor Walsh.
Johnson indicated he is not in favor of that.
Crosby stated he would prefer they maintain the setback.
Walsh noted the City has already reduced the setback in this area to 7.5 feet and that he does not want to
make the situation worse.
Rehkamp stated they would appreciate the extra square footage for the garage to allow the storage.
Johnson pointed out applicants are not allowed to create their own practical difficulty and that the City
Council is not in the business of creating designs. The second part of the application relates to the
conditional use permit for the bathroom and shower in the garage.
Walsh noted the City has granted conditional use permits for that a number of times in the past as long as
there is a signed covenant.
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Seals commented it is good to have a covenant, but the City does not have the best track record of
managing these things. The risk is that the structure could be used as a second dwelling and that the City
Council has to decide what the rules of engagement are on that.
Walsh stated the covenant goes with the land and that the City has approved them in the past. Walsh
indicated he is not aware of any that have not been granted.
Johnson moved, Crosby seconded, to approve Application No. LA19-000010, Rehkamp Larson
Architects on behalf of Alexander and Amy Ware, 2587 Kelley Avenue, granting of a Conditional
Use Permit allowing a bathroom in the detached garage, and to require a 7.5-foot setback for the
detached garage.
Rehkamp asked whether they can maintain the nonconformance that currently exists.
Johnson stated they can but that they are increasing the massing.
Seals stated if they want to construct the exact same garage, that would be allowed.
VOTE: Ayes 4, Nays 0.
16. LA19-000011 JULIE LENSING, 3349 CRYSTAL BAY ROAD
Barnhart stated the applicant is requesting a variance in order to construct an 18’ x 18’ addition on the
rear of the existing home resulting in a setback from the rear lot line of approximately 1.2 inches. The
existing hardcover level is 42.9 percent. The proposed addition will be constructed over an existing patio
so no new hardcover is proposed. Due to the change in the nature of the nonconforming hardcover, which
is an expansion from non-building to building, a hardcover variance is required.
The Hennepin County Regional Rail Authority is the property owner to the rear or south. Both Staff and
the property owners have discussed this project with Jessica Galatz, the HCRRA representative. Ms.
Galatz indicated that the applicant’s agreement to remove the shed encroachment and the applicant’s
changes to the plans in response to Roger Peitso’s comments help to alleviate their concerns with the
application. In addition, Ms. Galatz indicated that the proposed grading for the addition and future home
maintenance can be accommodated through temporary access permits. The applicant did ask whether she
could purchase some additional property but the HCRRA was not in favor of that.
The Planning Commission reviewed this application at their March meeting and voted 4 to 2 in favor of a
motion to approve the requested variances.
Staff does not support the variance reducing the rear yard setback from 7.4 feet to 0.1 feet. In Staff’s
view, the burden of proof to present practical difficulties to support that level of variance has not been
met.
The City Council should discuss the application and then make a motion directing Staff to draft a
resolution for approval or provide findings for a denial resolution to be reviewed and adopted at the
April 22 meeting.
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Julie Lensing, Applicant, stated she has lived in the house for almost four years now and that she loves
the lake, the Dakota Trail, and would like to stay living in the house. She has come to a point where there
are some difficulties that have arisen. The laundry room is located in the garage currently, which requires
taking a laundry basket and going down one-half flight of stairs, out one door, and then through another
door to gain access. Lensing indicated she is getting older and that it will get more difficult.
Lensing stated the other item is that she is getting married next month and between the two of them they
have six adult children. Those adult children are going to start having children soon and that she would
like to have them come to visit and be able to spend the night periodically. As the house currently is, the
number of beds is very limited and that she is proposing a bunk room with two sets of beds to
accommodate more of her family.
The third practical difficulty is the closet in the master bedroom. The current closet has a two-foot
opening and that is it, which means the closet space is very limited. The addition would put the laundry
room up on the main level, would provide four more potential beds, and also provide a small walk-in
closet. Lensing noted she is talking about an 8’ x 18’ addition.
Lensing indicated they have looked at a lot of different options and that this plan is the best they can come
up with given the small lot. The addition will be built over a current patio and line up with the deck.
There was some discussion at the Planning Commission that if the addition was any smaller, bunk beds
would not fit in there.
Lensing noted her neighbor supports this addition. The Hennepin County Rail Authority has approved a
temporary permit for the construction and the maintenance. The architect will also be able to change the
plans to comply with all of the concerns expressed by the Orono building code official. In addition, a
small shed on HCRRA’s property will be removed as part of the project. The addition will make the
house much more livable and enjoyable.
Walsh pointed out functionality of someone’s house has never really perceived as a practical difficulty
and that he would have a hard time finding for that.
Johnson noted there is some existing hardcover there and that the applicant is talking about improving
upon that hardcover. The question becomes what responsibility the City has for not allowing a structure
right up to the property line. The applicant has done a lot of work to mitigate what will happen in the
future as far as maintenance but that it comes down to whether there will be a problem in the future.
Walsh stated if someone wants to put some Spancrete down on a weekend and call it a patio and then ask
to build a structure there over the existing Spancrete, it raises the same type of situation. The practical
difficulty has to be inherent with the land such that they would not be able to do such and such. The City
Council has told people before that the Council is not here to design someone’s house. The Council will
tell applicants what they are allowed to do, but that it is up to the applicant to decide how to design it.
Seals asked what the other homes in the neighborhood look like in relation to the HCRRA property.
Barnhart indicated there are no houses that close as to what is being proposed here, but that on Crystal
Bay Road most of the lots have required some type of variance. Almost all of the rear yard setbacks in
the neighborhood do not meet the required setback and they range anywhere from 5 to 43 feet. A
variance to the rear yard setback in the Crystal Bay is not uncommon. In this situation, Staff would have
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a hard time supporting anything less than three feet. The current rear yard requirement is 30 feet for this
area.
Seals stated she understands the desire to maximize the house, but that this house is currently at 42.9
percent hardcover and is maxed out. Seals stated in her view it would be very irresponsible for the City
Council to approve something like this and that she does not see a practical difficulty.
Barnhart noted the hardcover and functionality of the house is a result of the small lot.
Crosby asked what the depth of the rear lot is currently.
Barnhart noted it is 8.2 feet.
Seals moved, Crosby seconded, to direct Staff to draft a denial resolution for Application No. LA19-
000011, Julie Lensing, 3349 Crystal Bay Road, denying a rear yard setback variance and a
hardcover variance. VOTE: Ayes 4, Nays 0.
MAYOR/COUNCIL REPORT
Johnson noted he did attend the recent LMCD meeting and that the Council will be discussing the LMCD
shortly.
Crosby stated he would like everyone to be cognizant and keep an eye out for anything suspicious in their
neighborhoods to help keep everyone safe.
Walsh stated he hopes everyone had a good spring break but that there is a lot of snow coming over the
next few days.
17. LMCD GENERAL DISCUSSION
Walsh stated it has been brought to the City Council’s attention that the LMCD has started to reach out to
the marinas, which they have done in the past, about what to do above the high-water mark, which is
where their authority ends. Walsh stated he wanted to clarify the situation so he wrote a letter that will be
sent out to the business owners, which are primarily marina owners.
The letter reads as follows: “Dear Business Owner. On behalf of the Orono City Council, we would like
to confirm that only the City of Orono has jurisdictional authority over any and all land use regulations
and permitting within the boundaries of the City of Orono, Minnesota. If at any time any person, entity,
or governmental unit other than the City of Orono tries to impose any land use regulations or permitting
on the land within the City, we would ask that you notify the City of Orono right away. The City of
Orono will use all its tools as necessary to protect the integrity of the jurisdictional authority that the City
of Orono has over all land use regulations and permitting within the City of Orono.”
Walsh stated his proposal is to send this to the marina owners and the LMCD and all the mayors and
representatives on the board of the LMCD so they know Orono’s position. Walsh noted a piece of
legislation has been introduced that would clarify that the LMCD’s authority ends at the high-water mark.
If that legislation passes, this will become a moot point.
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Johnson stated he attended the meeting as a private resident to enter into a dialogue with the LMCD
because the City’s counsel did not have an opportunity to meet with the LMCD prior to the LMCD letter
going out. Johnson stated at the meeting he announced that he was in attendance for that item but that he
was told there was going to be no public comment allowed at all on the issue and that any comments
would be limited to the five minute public comment portion, which does not allow someone to engage in
a dialogue or clear up any misstatements.
Walsh stated the LMCD chair also specifically said no questions or any dialogue.
Johnson commented that is a pretty ineffective way to get things done. Since Orono is a pretty significant
stakeholder in the LMCD, that was disappointing. Johnson stated he did take an opportunity after the
meeting to remind the chair that it was a missed opportunity to have some discussions about how to serve
their constituents better. Johnson stated he did not make any progress on the issue but that he invited
everyone there to attend Orono’s City Council meeting.
Crosby stated it is concerning, especially since they are so willing to take Orono’s money.
Walsh stated it is concerning when the LMCD is attempting to take over Orono’s jurisdictional authority.
Seals stated she was pretty disappointed after watching the meeting. The representatives to the LMCD
Board are appointed and serve at the leisure of their City. With the LMCD Board not willing to have an
open dialogue, that was a missed opportunity. Seals stated it is not appropriate to go after a senator for
not informing the LMCD about the legislation when it is not his job to inform the LMCD and that it is the
LMCD’s job to know about it. Seals stated since the LMCD Board has 14 cities that pay their bills, they
should try to get everyone on board and let them know what they are doing. Seals stated she is
completely in support of the letter written by Mayor Walsh and that the Orono City Council is here to
support the local marinas.
Crosby indicated he is in agreement with the letter.
Walsh moved, Crosby seconded, to approve the letter subject to any minor edits by the City
Attorney and to authorize Mayor Walsh to sign the letter. VOTE: Ayes 4, Nays 0.
Richie Anderson, 3205 Crystal Bay Road, stated he talked with all of the other marina owners in Orono
and that they are supportive of the letter. The letter also makes a strong case for not allowing the LMCD
to tell the City that they need to allow residents to rent out a dock spot because they have parking and
sanitary facilities. Anderson commented this should have been done a long time ago. While the
Minnesota Legislature gave them authority, there comes a time when the buggy whip is no longer needed
because there are now cars.
Walsh stated the City is going to take one fight at a time and that they want to make sure Orono’s position
on this topic is very clear.
CITY ADMINISTRATOR REPORT
Rief reported the Public Works Department is preparing for the upcoming snow storm and that Staff has
also been working on the upcoming improvements to council chambers. Staff went through a quoting
process with two firms and now in the process of revising the quote based on some discussions they have
MINUTES OF THE
ORONO CITY COUNCIL MEETING
Monday, April 8, 2019
7:00 o’clock p.m.
__________________________________________________________________________________
Page 12 of 12
had. What has been determined is that putting anything on the back wall would not work since it would
not be big enough for the people in the back to see. The solution that has been discussed is to take and
rebuild the podium with a 65-inch television screen facing the dais. All the current lights would be
removed and installed into the ceiling. There would also be another television screen facing the crowd so
it would not interfere with the view of the Council. An additional camera will be installed behind the dais
and the City will move into a digital format.
CITY ATTORNEY REPORT
None
ADJOURNMENT
Crosby moved, Seals seconded, to adjourn the Orono City Council meeting at 8:36 p.m. VOTE:
Ayes 4, Nays 0.
ATTEST:
_____________________________________ _______________________________________
Anna Carlson, City Clerk Dennis Walsh, Mayor
AGENDA ITEM
Prepared By: MLU Reviewed By: RJO Approved By: DJR
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
111644 to 111728, totaling $292,362.96.
3. Noteworthy Payments.
Vendor
Amount
Description of Payment
#111667 City of Wayzata
$14,020.70
Payment for 2019 1st Quarter utility service charges.
#111681 In Control Inc
$6,008.50
Final payment for the 2018 SCADA Upgrade.
#111686 LOGIS
$19,560.93
Includes payment for the Microsoft Office Suite renewal
($10,767.48) for March 2019 through February 2020.
#111721 Valley Rich Co
$5,679.38
Payment for the repair of a watermain break at 2700
Shadywood Road.
4. 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 22, 2019
Item Description: Claims/Bills
Presenter: Maggie Ung
Accountant
Agenda
Section:
Consent Agenda
City of Orono Check Register - COUNCIL REPORT Page: 1
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
MINNESOTA EQUIPMENT 04/17/2019 111580 E03013 101-45200-223 Snowblower for Crystal Bay Ice Rink Parks 629.00-
MINNESOTA EQUIPMENT 04/17/2019 111580 E11049 701-49800-222 Unit 351 Front Blade 1,882.44-
MINNESOTA EQUIPMENT 04/17/2019 111580 F01562 101-43000-415 Flail Mower Rental 1/18/19-1/29/19 Public Works Department 2,800.00-
Total 111580:5,311.44-
REAL ASSETS LLC 04/12/2019 111644 040819 101-22205 Escrow refund 2014-00549 1645 Shadywood Rd 2,500.00
REAL ASSETS LLC 04/12/2019 111644 040819-1 101-22205 Escrow refund 2016-00324 1555 Maple Place 700.00
Total 111644:3,200.00
VERIZON WIRELESS 04/12/2019 111645 9824834655 602-49450-321 Cell Phones 2/24/19-3/23/19 Sewer 27.96
VERIZON WIRELESS 04/12/2019 111645 9824834655 601-49400-321 Cell Phones 2/24/19-3/23/19 Water 27.95
VERIZON WIRELESS 04/12/2019 111645 9825598872 101-42110-321 Internet 3/7/19-4/6/19 Police Department 1,638.88
VERIZON WIRELESS 04/12/2019 111645 9825598872 101-41900-321 Internet 3/7/19-4/6/19 Central Services 135.68
VERIZON WIRELESS 04/12/2019 111645 9825598872 101-42400-321 Internet 3/7/19-4/6/19 Building & Zoning 70.02
VERIZON WIRELESS 04/12/2019 111645 9825598872 101-43000-321 Internet 3/7/19-4/6/19 Public Works Department 140.04
VERIZON WIRELESS 04/12/2019 111645 9825598872 101-45200-321 Internet 3/7/19-4/6/19 Parks 35.01
VERIZON WIRELESS 04/12/2019 111645 9825598872 101-45210-321 Internet 3/7/19-4/6/19 Golf Course 140.99
VERIZON WIRELESS 04/12/2019 111645 9825598872 601-49400-321 Internet 3/7/19-4/6/19 Water 176.00
VERIZON WIRELESS 04/12/2019 111645 9825598872 602-49450-321 Internet 3/7/19-4/6/19 Sewer 35.01
VERIZON WIRELESS 04/12/2019 111645 9826826671 601-49400-321 Cell Phones 3/24/19-4/23/19 Water 27.96
VERIZON WIRELESS 04/12/2019 111645 9826826671 602-49450-321 Cell Phones 3/24/19-4/23/19 Sewer 27.95
Total 111645:2,483.45
ADVANCED IMAGING SOLUTIO 04/22/2019 111646 INV192345 710-49970-221 Toner - Black 130.00
Total 111646:130.00
American Environmental LLC 04/22/2019 111647 1260 602-49450-406 CCTV Inspection of Sewer - Hackberry Area Sewer 2,686.50
Total 111647:2,686.50
ARC 04/22/2019 111648 54MNI90176 101-43280-319 Reprint of Microfilm Special Services 198.00
Total 111648:198.00
ARC DOCUMENT SOLUTIONS L 04/22/2019 111649 54MNI90178 101-41900-319 Microfilm Reprint Central Services 185.04
City of Orono Check Register - COUNCIL REPORT Page: 2
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 111649:185.04
BIFFS INC 04/22/2019 111650 W714722 101-45200-415 Lurton Park Parks 62.50
Total 111650:62.50
BOLTON & MENK INC.04/22/2019 111651 0231442 101-43280-304 Southways Development 18-3999 Special Services 59.00
BOLTON & MENK INC.04/22/2019 111651 0231443 101-43280-304 LA18-000034 2635 Kelly Parkway Special Services 384.00
BOLTON & MENK INC.04/22/2019 111651 0231444 101-43280-304 LA18-000036 2745 Kelley Parkway Special Services 64.00
BOLTON & MENK INC.04/22/2019 111651 0231445 101-43280-304 LA18-000072 2709 Walters Port Lane Special Services 128.00
BOLTON & MENK INC.04/22/2019 111651 0231448 101-42400-304 GIS/Mapping Building & Zoning 480.00
BOLTON & MENK INC.04/22/2019 111651 0231448 101-43170-304 GIS/Mapping Engineering 4,542.00
BOLTON & MENK INC.04/22/2019 111651 0231448 601-49400-304 GIS/Mapping Water 416.00
BOLTON & MENK INC.04/22/2019 111651 0231448 602-49450-304 GIS/Mapping Sewer 660.00
BOLTON & MENK INC.04/22/2019 111651 0231448 101-43000-304 GIS/Mapping Public Works Department 468.00
BOLTON & MENK INC.04/22/2019 111651 0231449 435-48971-304 2018 Street Improvements 14,579.00
BOLTON & MENK INC.04/22/2019 111651 0231450 651-16500 2019 Drainage Improvements 431.00
BOLTON & MENK INC.04/22/2019 111651 0231451 601-49400-304 Water Supply Plan 18-023 Water 120.00
BOLTON & MENK INC.04/22/2019 111651 0231456 651-49910-304 2019 Pond & Drainage Area Study Storm Water 448.00
BOLTON & MENK INC.04/22/2019 111651 0231457 435-48972-304 2019 Street Improvements 34,455.00
BOLTON & MENK INC.04/22/2019 111651 0231458 602-49450-304 Comp Plan Sewer 110.00
BOLTON & MENK INC.04/22/2019 111651 0231459 602-16500 CR 15 & 19 Reconstruct 1,562.00
BOLTON & MENK INC.04/22/2019 111651 0231459 601-16500 CR 15 & 19 Reconstruct 1,562.00
BOLTON & MENK INC.04/22/2019 111651 0231460 225-45200-530 E Long Lake Rd Concept Dev 86.00
BOLTON & MENK INC.04/22/2019 111651 0231461 402-48055-304 OCB Rd Project OCB Road Reconstruction 2,623.00
Total 111651:63,177.00
BUREAU OF CRIM. APPREHEN 04/22/2019 111652 0000053647 101-42110-311 CJDN Access Fee Police Department 510.00
Total 111652:510.00
BUSINESS ESSENTIALS 04/22/2019 111653 WO-458359-101-41900-201 Office Supplies Central Services 70.49
Total 111653:70.49
CAMPBELL KNUTSON 04/22/2019 111654 2717-0000G-101-41600-307 Data Practices 03/19 Law/Legal Services 1,085.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0000G-101-41600-307 General Legal 03/19 Law/Legal Services 236.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0000G-651-49910-307 Wetlands/Rain Storm Water 186.00
City of Orono Check Register - COUNCIL REPORT Page: 3
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
CAMPBELL KNUTSON 04/22/2019 111654 2717-0004G-101-42110-307 Police Matters 03/19 Police Department 387.50
CAMPBELL KNUTSON 04/22/2019 111654 2717-0115G-101-41600-308 Code Enforcement 03/19 Law/Legal Services 31.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0150G-101-43290-800 Contempt Matter 03/19 Special Projects-Contingencies 170.50
CAMPBELL KNUTSON 04/22/2019 111654 2717-0201G-101-41600-307 Misc Recordings 03/19 Law/Legal Services 695.30
CAMPBELL KNUTSON 04/22/2019 111654 2717-0472G-601-49400-307 Chlorine Release 03/19 Water 372.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0591G-101-43280-307 LA19-000003 1795 Fox Street Special Services 50.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0592G-101-43280-307 LA19-000004 3369 Crystal Bay Road Special Services 75.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0593G-101-43280-307 LA19-000005 2740 Shadywood Road Special Services 50.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0594G-101-43280-307 LA18-000104 3382 Shoreline Drive Special Services 485.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0595G-101-43280-307 LA19-000006 Outlot A, Stonebay Special Services 100.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0596G-101-43280-307 LA19-000002 4400 Deering Island Special Services 100.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0800G-101-42400-307 Staff Meetings 03/19 Building & Zoning 372.00
CAMPBELL KNUTSON 04/22/2019 111654 2717-0801G-101-41600-307 Council Meetings 03/19 Law/Legal Services 976.50
CAMPBELL KNUTSON 04/22/2019 111654 2717-0802G-101-42400-307 B&Z Assistance 03/19 Building & Zoning 496.00
Total 111654:5,867.80
CAPITOL BEVERAGE SALES L.P 04/22/2019 111655 2246050 101-45210-091 beer for resale-Golf Course Golf Course 498.00
Total 111655:498.00
Cardinal Towing Service Inc 04/22/2019 111656 041319 101-42110-436 Case #19-002786 Police Department 186.02
Total 111656:186.02
CARDMEMBER SERVICE 04/22/2019 111657 020519 101-42110-228 Pins/Awards for Officers Police Department 293.00
CARDMEMBER SERVICE 04/22/2019 111657 020619-7 101-42110-437 Missing Person's Conference Police Department 150.00
CARDMEMBER SERVICE 04/22/2019 111657 020619-8 101-42110-437 Missing Person's Conference Police Department 150.00
CARDMEMBER SERVICE 04/22/2019 111657 030619-1 710-49970-413 Return Copiers to AIS 745.45
CARDMEMBER SERVICE 04/22/2019 111657 031419 710-49970-416 Malwarebytes Renewal 3/14/2019-3/14/2020 2,099.50
CARDMEMBER SERVICE 04/22/2019 111657 032019-4 710-49970-413 Return Copiers to AIS 545.45
CARDMEMBER SERVICE 04/22/2019 111657 041019 101-42110-439 Drinks - Crime Scene Police Department 10.38
CARDMEMBER SERVICE 04/22/2019 111657 041019-1 101-42110-437 DMT Online Refresher - S. Schultz Police Department 75.00
CARDMEMBER SERVICE 04/22/2019 111657 041119 101-42110-439 Food - Working Criminal Case Police Department 27.58
CARDMEMBER SERVICE 04/22/2019 111657 041319 101-42110-402 Squad #235 Car Wash Police Department 10.00
CARDMEMBER SERVICE 04/22/2019 111657 041519 101-42110-437 DMT Online Refresher - T. Wittke Police Department 75.00
CARDMEMBER SERVICE 04/22/2019 111657 041519-1 101-42110-437 DMT Online Refresher - F. Vargas Police Department 75.00
CARDMEMBER SERVICE 04/22/2019 111657 041519-2 101-42110-437 Chiefs Conference - Meals - Wittke, Beck, Stensrud, Police Department 54.54
CARDMEMBER SERVICE 04/22/2019 111657 041619 101-42110-437 Chiefs Conference - Lunch - Farniok, Stensrud Police Department 30.57
CARDMEMBER SERVICE 04/22/2019 111657 041719 101-42110-437 Chiefs Conference - Accomodations Police Department 368.28
City of Orono Check Register - COUNCIL REPORT Page: 4
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
CARDMEMBER SERVICE 04/22/2019 111657 041719-2 101-42110-437 Chiefs Conference - Accomodations Police Department 368.28
Total 111657:5,078.03
CEMSTONE 04/22/2019 111658 C2011577 101-43000-224 Storage Bins Public Works Department 260.00
CEMSTONE 04/22/2019 111658 C2011855 101-43000-224 Storage Bins Public Works Department 520.00
Total 111658:780.00
Century Link 04/22/2019 111659 040419 601-49400-321 Water Plant Phone/Internet 4/4-5/3/19 Water 127.02
Total 111659:127.02
CenturyLink 04/22/2019 111660 1465871249 614-49840-329 Internet 3/8/19-4/7/19 Cable Franchise 1,051.27
Total 111660:1,051.27
CHUNKS LAKESHORE AUTO 04/22/2019 111661 0016576 101-42110-402 #249 Service Police Department 44.90
CHUNKS LAKESHORE AUTO 04/22/2019 111661 0016577 101-42110-402 #239 Service Police Department 49.12
CHUNKS LAKESHORE AUTO 04/22/2019 111661 0016584 101-42110-402 #245 Service Police Department 80.42
CHUNKS LAKESHORE AUTO 04/22/2019 111661 0016590 101-42110-402 #242 Service Police Department 44.90
Total 111661:219.34
CINTAS CORPORATION 04/22/2019 111662 4020034857 101-43000-226 Uniform Public Works Department 60.84
CINTAS CORPORATION 04/22/2019 111662 4020034857 101-43000-221 Shop Towels Public Works Department 2.63
CINTAS CORPORATION 04/22/2019 111662 4020034925 101-45210-404 Mat Service - GC Golf Course 6.45
CINTAS CORPORATION 04/22/2019 111662 4020127060 101-41900-404 Mat Service - CC Central Services 10.80
CINTAS CORPORATION 04/22/2019 111662 4020127107 101-41900-404 Mats/Air Service - City Hall Central Services 21.92
Total 111662:102.64
CITY OF BLOOMINGTON 04/22/2019 111663 1900086 601-49400-489 Bacterial Water Testing Water 31.50
Total 111663:31.50
CITY OF MINNETONKA BEACH 04/22/2019 111664 040319 602-49450-387 1st Qtr 2019 Service Sewer 164.00
Total 111664:164.00
City of Orono Check Register - COUNCIL REPORT Page: 5
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
CITY OF ORONO PETTY CASH 04/22/2019 111665 041819 101-10300 2019 PW Recycling Day-Change Fund 200.00
Total 111665:200.00
City of Orono Utilities 04/22/2019 111666 1ST QTR 20 101-41900-382 1st Quarter 2019 CH-PD Central Services 202.94
City of Orono Utilities 04/22/2019 111666 1ST QTR 20 101-42110-382 1st Quarter 2019 CH-PD Police Department 202.94
City of Orono Utilities 04/22/2019 111666 1ST QTR 20 101-41900-382 1st Quarter 2019 GC Central Services 171.57
City of Orono Utilities 04/22/2019 111666 1ST QTR 20 101-41900-382 1st Quarter 2019 Post Office Central Services 367.88
City of Orono Utilities 04/22/2019 111666 1ST QTR 20 101-41900-382 1st Qtr 2019 UB-PW Central Services 405.88
City of Orono Utilities 04/22/2019 111666 1ST QTR 20 601-49400-382 1st Quarter 2019 Water Plant Water 319.74
Total 111666:1,670.95
CITY OF WAYZATA 04/22/2019 111667 040319 601-49400-387 1st Quarter 2019 Water Water 4,391.60
CITY OF WAYZATA 04/22/2019 111667 040319 602-49450-387 1st Quarter 2019 Sewer Sewer 9,629.10
Total 111667:14,020.70
DPC INDUSTRIES 04/22/2019 111668 DE82000030 601-49400-216 Chlorine Water 10.00
Total 111668:10.00
ECM PUBLISHERS INC 04/22/2019 111669 682318 101-42400-340 Public Hearing - April Building & Zoning 56.62
Total 111669:56.62
Eidem, Justin & Karen 04/22/2019 111670 041619 999-10015 Refund UB 70 Myrtlewood Rd 1-500700-01 104.28
Total 111670:104.28
FASTENAL 04/22/2019 111671 MNPLY11377 701-49800-222 Plow Mounting Hardware 20.74
Total 111671:20.74
GENUINE PARTS COMPANY/NA 04/22/2019 111672 3270-435815 701-49800-222 Vehicle Cleaner 7.39
Total 111672:7.39
GOPHER ACE 04/22/2019 111673 A50123 101-45210-404 Water Softener Drain Golf Course 13.97
GOPHER ACE 04/22/2019 111673 B509270 701-49800-222 Unit #427 Repair 18.47
City of Orono Check Register - COUNCIL REPORT Page: 6
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
GOPHER ACE 04/22/2019 111673 B509271 701-49800-240 Shop Supplies 99.99
GOPHER ACE 04/22/2019 111673 B511818 101-43000-224 Puner and Parts Public Works Department 40.97
GOPHER ACE 04/22/2019 111673 B511828 101-45210-223 Toilet Repair Parts Golf Course 5.18
GOPHER ACE 04/22/2019 111673 B511875 101-45200-223 Key Sets Parks 49.75
GOPHER ACE 04/22/2019 111673 B512166 101-45210-223 GC Sewer Repair Srv Indicator Golf Course 15.18
Total 111673:243.51
GOPHER STATE ONE CALL 04/22/2019 111674 9030647 601-49400-489 locates Water 48.60
GOPHER STATE ONE CALL 04/22/2019 111674 9030647 602-49450-489 locates Sewer 48.60
Total 111674:97.20
GOVT FINANCE OFFICERS ASS 04/22/2019 111675 0139995-18 101-41500-433 2019 Membership R. Olson Finance Department 170.00
Total 111675:170.00
GREAT LAKES COCA-COLA 04/22/2019 111676 3609207990 101-45210-092 beverages for concessions resale-GC Golf Course 784.32
Total 111676:784.32
HEALTH PARTNERS 04/22/2019 111677 88993232 101-42110-135 Health Insurance 5/2019 Police Department 654.50
HEALTH PARTNERS 04/22/2019 111677 88993232 101-15998 Health Insurance 5/2019 3,660.00
HEALTH PARTNERS 04/22/2019 111677 88993232 101-21706 Health Insurance 5/2019 50,432.00
Total 111677:54,746.50
Henn county Community Correcti 04/22/2019 111678 1000129043 101-45200-404 STS Parks Tree Trimming Parks 2,205.00
Total 111678:2,205.00
HENNEPIN COUNTY INFOR TE 04/22/2019 111679 1000128390 101-42110-414 PD Radio Communication-3/19 Police Department 2,150.41
HENNEPIN COUNTY INFOR TE 04/22/2019 111679 1000128421 101-43000-414 PW Radios 3/19 Public Works Department 222.86
HENNEPIN COUNTY INFOR TE 04/22/2019 111679 1000128782 710-49970-401 Network Support 4-2019 58.00
Total 111679:2,431.27
HENNEPIN COUNTY SHERIFF 04/22/2019 111680 1000128925 101-41600-309 Jail Charges-Mar/2019 Law/Legal Services 579.00
City of Orono Check Register - COUNCIL REPORT Page: 7
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 111680:579.00
IN CONTROL INC.04/22/2019 111681 18104NA03 601-16500 2018 Water Plant Scada Project 18-009 6,008.50
Total 111681:6,008.50
JAMI WITTKE 04/22/2019 111682 040519 101-42110-437 Lunch/Conference Reimb Police Department 12.71
Total 111682:12.71
JANE SZCZEPANIK 04/22/2019 111683 040519 101-42110-437 Lunch/Conference Reimb Police Department 14.77
Total 111683:14.77
KYLE KIRSCHNER 04/22/2019 111684 032019 101-42110-317 Xerxes Food Police Department 62.79
Total 111684:62.79
LANO EQUIPMENT 04/22/2019 111685 03-667048 701-49800-222 Unit 451/452 Repair - Lug Nuts 15.60
Total 111685:15.60
LOGIS 04/22/2019 111686 46843 710-49970-416 Microsoft Renewal 10,767.48
LOGIS 04/22/2019 111686 46866 101-42110-310 Police Records 4/19 Police Department 7,293.00
LOGIS 04/22/2019 111686 46866 101-41900-329 Backups 4/19 Central Services 850.00
LOGIS 04/22/2019 111686 46866 101-42110-329 Internet 4/19 Police Department 218.00
LOGIS 04/22/2019 111686 46866 101-41900-329 Internet 4/19 Central Services 218.00
LOGIS 04/22/2019 111686 46927 710-49970-221 Network Solutions Domain Renewal 214.45
Total 111686:19,560.93
LUBE TECH ESI 04/22/2019 111687 1347029 701-49800-221 Drum Deposit 80.00-
LUBE TECH ESI 04/22/2019 111687 1347030 101-45210-212 Replacement Diesel Fuel Nozzle - GC Golf Course 81.43
LUBE TECH ESI 04/22/2019 111687 1357026 701-49800-212 Food Grad Oil for Floor Hoists 546.30
Total 111687:547.73
MACQUEEN EQUIPMENT 04/22/2019 111688 P18559 602-49450-221 Nozzles Sewer 3,760.78
City of Orono Check Register - COUNCIL REPORT Page: 8
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 111688:3,760.78
MANSFIELD OIL COMPANY 04/22/2019 111689 21230350 101-42110-212 Unleaded Fuel Police Department 675.44
MANSFIELD OIL COMPANY 04/22/2019 111689 21230351 701-49800-212 Diesel Fuel 784.61
MANSFIELD OIL COMPANY 04/22/2019 111689 21230359 101-42110-212 Unleaded Fuel Police Department 2,208.30
MANSFIELD OIL COMPANY 04/22/2019 111689 21251137 101-42110-212 Unleaded Fuel Police Department 2,244.66
MANSFIELD OIL COMPANY 04/22/2019 111689 21251138 701-49800-212 Diesel Fuel 486.82
Total 111689:6,399.83
MET COUNCIL ENVIRONMENTA 04/22/2019 111690 0001094843 602-49450-383 Wastewater Charges 5/2019 Sewer 46,280.36
Total 111690:46,280.36
MINNEAPOLIS OXYGEN COMPA 04/22/2019 111691 00040401 701-49800-222 Oxygen & Acetylene 28.83
MINNEAPOLIS OXYGEN COMPA 04/22/2019 111691 00040402 101-42110-221 Medical Oxygen Police Department 48.05
MINNEAPOLIS OXYGEN COMPA 04/22/2019 111691 00040403 101-42110-221 Medical Oxygen Police Department 6.51
Total 111691:83.39
MINNESOTA EQUIPMENT 04/22/2019 111692 E03013-1 101-45200-223 Snowblower for Crystal Bay Ice Rink Parks 629.00
MINNESOTA EQUIPMENT 04/22/2019 111692 F01562-1 101-43000-415 Flail Mower Rental 1/18/19-1/29/19 Public Works Department 2,800.00
MINNESOTA EQUIPMENT 04/22/2019 111692 P78230 701-49800-222 Repair Backpack Blower 25.31
MINNESOTA EQUIPMENT 04/22/2019 111692 P78419 701-49800-222 Repair Backpack Blower 3.93
MINNESOTA EQUIPMENT 04/22/2019 111692 P78447 101-45200-221 Tractor Parts Parks .72
MINNESOTA EQUIPMENT 04/22/2019 111692 P86981 101-45200-221 Tractor Bucket Cutting Edge Parks 168.30
MINNESOTA EQUIPMENT 04/22/2019 111692 R28163 101-45200-402 Tractor Service Parks 657.30
Total 111692:4,284.56
MN DEPT OF HEALTH 04/22/2019 111693 021919 601-20802 2019-1st Qtr Water test fee 1,675.00
Total 111693:1,675.00
MN RURAL WATER ASSOCIATI 04/22/2019 111694 032519 601-49400-437 2019-Conf registration C. Schumann Water 240.00
Total 111694:240.00
Modern Power Solutions 04/22/2019 111695 0232 602-49450-403 Generator Repair - LS 7, LS 6, LS 26, LS 18 Sewer 503.50
City of Orono Check Register - COUNCIL REPORT Page: 9
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 111695:503.50
NAVARRE HARDWARE 04/22/2019 111696 316207 101-45210-226 Work Gloves Golf Course 17.28
NAVARRE HARDWARE 04/22/2019 111696 316241 101-45210-404 Golf Sewer Fitting Golf Course 27.98
NAVARRE HARDWARE 04/22/2019 111696 316385 601-49400-322 UPS Water Water 34.40
NAVARRE HARDWARE 04/22/2019 111696 316471 602-49450-227 LS #7 Generator Plug Sewer 4.29
NAVARRE HARDWARE 04/22/2019 111696 316638 601-49400-227 Snaps & Chains Water 24.40
Total 111696:108.35
NEWEGG INC 04/22/2019 111697 040319 101-42110-221 Monitor Adaptors - PD Police Department .99
NEWEGG INC 04/22/2019 111697 040319 101-41900-221 HDMI Cable - Bldg Official Central Services 1.65
NEWEGG INC 04/22/2019 111697 1301900251 710-49970-221 Dell Battery Replacements 77.00
NEWEGG INC 04/22/2019 111697 1301903142 710-49970-221 Ipad Screen Protectors 18.70
NEWEGG INC 04/22/2019 111697 1301964448 101-42110-221 PD Grandview Middle School Police Department 49.99
NEWEGG INC 04/22/2019 111697 1301969872 101-42110-221 PD Arlo Cameras - Outdoor Chargers Police Department 37.77
Total 111697:186.10
NORTH MEMORIAL 04/22/2019 111698 03292019 101-42110-437 EMR Refresher - J. McCoy Police Department 70.00
Total 111698:70.00
NORTHERN DEWATERING INC 04/22/2019 111699 36743 651-49910-240 Stormwater Discharge Pump Hose Storm Water 359.80
Total 111699:359.80
O SULLIVANS HOLIDAY 546 04/22/2019 111700 033119 101-42110-402 03/19 Car Washes Police Department 115.50
Total 111700:115.50
O SULLIVANS HOLIDAY 547 04/22/2019 111701 033119 101-42110-402 03/19 Car Washes Police Department 139.80
Total 111701:139.80
Oxherd Pizza Inc 04/22/2019 111702 6163 101-42110-439 pizza for Police Police Department 58.05
Oxherd Pizza Inc 04/22/2019 111702 6164 101-42110-439 pizza for Police Police Department 38.64
City of Orono Check Register - COUNCIL REPORT Page: 10
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Total 111702:96.69
Premium Waters Inc 04/22/2019 111703 850551-03-1 101-42110-404 Spring Water Police Department 95.98
Total 111703:95.98
QUALITY FLOW SYSTEMS INC 04/22/2019 111704 36855 602-49450-406 LS #17 Repair Sewer 1,793.70
QUALITY FLOW SYSTEMS INC 04/22/2019 111704 36867 602-49450-406 GS #3 Pump Sewer 3,080.00
Total 111704:4,873.70
QUALITY STAINLESS INC 04/22/2019 111705 INV105413 101-43000-224 Parts for Brine Tank Maker Public Works Department 32.96
Total 111705:32.96
Reed Wholesale & OCS 04/22/2019 111706 9585 101-45210-094 concessions Resale-GC Golf Course 212.71
Total 111706:212.71
ROB HOWELLS 04/22/2019 111707 041019 101-45210-221 Maintenance of Chairs (Pads) - GC Golf Course 12.21
Total 111707:12.21
RUFFRIDGE JOHNSON INC 04/22/2019 111708 040319 701-49800-222 Repair Patch Truck #429 487.21
Total 111708:487.21
RYAN AUTO MALL 04/22/2019 111709 233397 101-42110-402 Squad #256 Repair Police Department 29.30
Total 111709:29.30
SECOND NATURE GRAPHICS 04/22/2019 111710 321 101-41900-201 Business cards - A. Edwards Central Services 65.00
Total 111710:65.00
SHERWIN WILLIAMS 04/22/2019 111711 5992-9 101-45210-223 Paint Mixer Basement Project - GC Golf Course 9.34
Total 111711:9.34
City of Orono Check Register - COUNCIL REPORT Page: 11
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
Soil Investigation & Design 04/22/2019 111712 10905 101-42400-310 Review of Design and Soil Inspection - 1795 Fox St Building & Zoning 600.00
Total 111712:600.00
STA SAFE LOCKSMITH 04/22/2019 111713 00208061 101-42110-221 Squad Keys Police Department 39.00
STA SAFE LOCKSMITH 04/22/2019 111713 00208061 101-42110-403 Open Safe Police Department 265.00
Total 111713:304.00
STREICHERS POLICE EQUIP 04/22/2019 111714 I1356300 101-42110-226 Tactical Pouch Police Department 248.00
STREICHERS POLICE EQUIP 04/22/2019 111714 I1356427 101-42110-226 Boots Police Department 179.99
STREICHERS POLICE EQUIP 04/22/2019 111714 I1356474 101-42110-221 Barrier Tape Police Department 74.95
STREICHERS POLICE EQUIP 04/22/2019 111714 I1356750 101-42110-226 Pants Police Department 169.98
STREICHERS POLICE EQUIP 04/22/2019 111714 I1356830 101-42110-550 Teardown Squad #240 Police Department 759.98
STREICHERS POLICE EQUIP 04/22/2019 111714 I1357161 101-42110-226 Battery, Boot Laces Police Department 36.98
STREICHERS POLICE EQUIP 04/22/2019 111714 I1357322 101-42110-226 Belts, Pants, Traffic Vest Police Department 65.98
STREICHERS POLICE EQUIP 04/22/2019 111714 I1358207 101-42110-226 Name Tag, Pants Police Department 90.98
STREICHERS POLICE EQUIP 04/22/2019 111714 I1359026 101-42110-226 Vest, Top Police Department 193.98
STREICHERS POLICE EQUIP 04/22/2019 111714 I1359759 101-42110-226 Boots Police Department 164.99
Total 111714:1,985.81
SUN LIFE FINANCIAL 04/22/2019 111715 0519LIFE 101-21710 Life Ins-May/2019 1,064.10
SUN LIFE FINANCIAL 04/22/2019 111715 0519LIFE 101-15998 Life Ins-May/2019 43.40
SUN LIFE FINANCIAL 04/22/2019 111715 0519STD 101-21714 STD-May/2019 901.45
Total 111715:2,008.95
THE HARTFORD 04/22/2019 111716 041819 101-21713 LTD 5/2019 1,759.87
Total 111716:1,759.87
THE HOME DEPOT 04/22/2019 111717 6260549 101-45210-223 Cleaning Supplies - GC Golf Course 57.65
Total 111717:57.65
TOLL GAS & WELDING SUPPLY 04/22/2019 111718 10290188 701-49800-402 Oxygen Regulator 46.50
Total 111718:46.50
City of Orono Check Register - COUNCIL REPORT Page: 12
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
TWIN CITY GARAGE DOOR CO 04/22/2019 111719 517371 701-49800-222 Garage Door Openers 229.00
Total 111719:229.00
US Bank Equipment Finance 04/22/2019 111720 381375369 710-49970-413 Copiers 596.76
Total 111720:596.76
VALLEY RICH CO 04/22/2019 111721 26737 601-49400-405 Watermain Break - 2700 Shadywood Rd Water 5,679.38
Total 111721:5,679.38
WASTE MANAGEMENT RECYC 04/22/2019 111722 0052458-280 603-49500-316 Recycling 04/2019 12,132.45
Total 111722:12,132.45
WAYZATA BAY CAR WASH 04/22/2019 111723 16953 101-42110-402 #235 Car Wash Police Department 14.91
Total 111723:14.91
WESTSIDE WHOLESALE TIRE 04/22/2019 111724 832183 701-49800-222 Replacement Tires Unit #457 876.93
Total 111724:876.93
WILDTHREADS 04/22/2019 111725 24214 101-45210-226 City of Orono clothing-GC Golf Course 138.24
Total 111725:138.24
Wright-Hennepin Coop Electric 04/22/2019 111726 3502712669 101-45200-381 Brush Site 3/1/19-4/1/19 Parks 22.84
Wright-Hennepin Coop Electric 04/22/2019 111726 3502712669 101-43000-386 Electical Service 3/1/19-4/1/19 Public Works Department 148.34
Wright-Hennepin Coop Electric 04/22/2019 111726 3502712669 101-45210-319 GC Security 5/1-5/31/19 Golf Course 40.76
Total 111726:211.94
XCEL ENERGY 04/22/2019 111727 632501270 101-41900-381 Electric 2/24/19-3/25/19 Central Services 1,897.47
XCEL ENERGY 04/22/2019 111727 632501270 101-42110-381 Electric 2/24/19-3/25/19 Police Department 1,212.68
XCEL ENERGY 04/22/2019 111727 632501270 101-42110-381 Electric 2/24/19-3/25/19 Police Department 32.91
XCEL ENERGY 04/22/2019 111727 632501270 101-43000-381 Electric 2/24/19-3/25/19 Public Works Department 194.08
XCEL ENERGY 04/22/2019 111727 632501270 101-43000-386 Electric 2/24/19-3/25/19 Public Works Department 2,289.09
XCEL ENERGY 04/22/2019 111727 632501270 101-45200-381 Electric 2/24/19-3/25/19 Parks 33.96
City of Orono Check Register - COUNCIL REPORT Page: 13
Check Issue Dates: 4/9/2019 - 4/22/2019 Apr 18, 2019 01:37PM
Check Check Invoice Invoice GL Account Description Department Invoice
Payee Issue Date Number Number Amount
XCEL ENERGY 04/22/2019 111727 632501270 601-49400-381 Electric 2/24/19-3/25/19 Water 5,288.12
XCEL ENERGY 04/22/2019 111727 632501270 602-49450-381 Electric 2/24/19-3/25/19 Sewer 978.62-
XCEL ENERGY 04/22/2019 111727 632501270 101-45210-381 Electric 2/24/19-3/25/19 Golf Course 167.89
Total 111727:10,137.58
ZAHL EQUIPMENT 04/22/2019 111728 0245227-IN 701-49800-403 Annual Hoist Inspection 393.25
Total 111728:393.25
Grand Totals: 292,362.96
AGENDA ITEM
Prepared By: AMC Reviewed By: DJR Approved By: DJR
1. Purpose. The purpose of this action item is to gain direction from Council for Orono’s Residential
Recycling Services.
2. Background. Since 2007, Waste Management has provided recycling services to Orono’s residents.
Throughout the contract periods with Waste Management, staff has not experienced any negative
feedback or complaints about Waste Management and their staff have been easy to work with. However,
the contract will expire on September 30, 2019. The City Council may consider the two options
presented below:
A. The City Council may consider renegotiating a new contract with Waste Management for
Orono’s Recycling Services.
B. The City Council may approve the solicitation of bids for Orono’s Residential Recycling
Services.
3. Staff Recommendation. Staff recommends that council consider the two options presented and to
direct staff to proceed with the option chosen.
COUNCIL ACTION REQUESTED
The Council should consider one of the two motions listed below:
A. Motion to direct staff to begin renegotiations with Waste Management for a new contract.
B. Motion to approve the solicitation of bids for Residential Recycling Services.
Exhibits
A. Request for Proposal for Residential Recycling Services
Item No.: 3 Date: April 22, 2019
Item Description: Approval of Request for Proposals for Residential Recycling
Services
Presenter: Anna Carlson,
City Clerk
Agenda
Section:
Consent Agenda
REQUEST FOR PR OPOSALS
City Recycling Collection Services
October 1, 2019 – September 30, 2024
PROPOSALS DUE BY: June 3, 2019
LOCATION:
City of Orono
2750 Kelley Parkway
Orono, MN 5 5356
Page | 2
REQUEST FOR PROPOSALS
City Recycling Services
City of Orono, Minnesota
The City of Orono, Minnesota is requesting proposals for comprehensive recycling services to all residential
single-family households and multi-family households within the City for the period effective October 1, 2019
through September 30, 2024.
The proposals shall be made in accordance with the specifications and must be submitted to the City no later
than 1:00 pm CDT, June 3, 2019.
The proposals shall be made on the forms provided in this Request for Proposals (RFP), or on forms identical in
content to those contained in this RFP. All completed forms and proposals shall be submitted to:
In Person:
City of Orono
Attn: Recycling Service Proposals
2750 Kelley Parkway
Orono, MN 55356
By Email:
acarlson@ci.orono.mn.us
By Mail:
City of Orono
Attn: Recycling Service Proposals
PO Box 66
Crystal Bay, MN 55323
Questions and requests for RFP packets should be directed to:
Anna Carlson, City Clerk
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Phone: 952-249-4605
Email: acarlson@ci.orono.mn.us
Page | 3
TABLE OF CONTENTS I. Introduction ……………………………………………………………………………… 4 II. Contractor Selection Process ……………………………………………………………. 4 III. General Information ……………………………………………………………….......... 4 IV. Instructions For Proposal Submittal …………………………………………………….. 5 V. Proposal Contents ……………………………………………………………………….. 5 VI. Scope of Work …………………………………………………………………………... 7 VII. Selection …………………………………………………………………………………. 11 ATTACHMENT A ………………………………………………………………………. 13 Resolution No. 6938 Establishing Seasonal Weight Restrictions ATTACHMENT B ………………………………………………………………………. 15 Orono Street Map ATTACHMENT C ………………………………………………………………………. 16 Affidavit and Information Required of RFP Submitters ATTACHMENT D ………………………………………………………………………. 17 Proposal Collection Price Worksheet ATTACHMENT E ……………………………………………………………………….. 18 Additional Pricing Factors – Bi-Weekly Collection Schedule ATTACHMENT F ………………………………………………………………………… 18 Additional Pricing Factors – Revenue Sharing ATTACHMENT G ………………………………………………………………………… 19 Additional Pricing Factors – Weekly Pickup Schedule ATTACHMENT H ………………………………………………………………………… 20 Additional Pricing Factors – Subscription-based Curbside Organics Recycling
Page | 4
I. INTRODUCTION
The City of Orono seeks to enter into a new recycling contract with a company that has the resources and
ability to provide comprehensive recycling services for the entire City. Those services include
collection, processing, marketing and public education.
The City of Orono also welcomes applicable Haulers to propose an optional plan to offer organics
collection services to residents. Haulers may submit a subscription-based proposal to offer and promote
organics collection services. Those services include weekly collection, processing, marketing and public
education.
Among the goals of the City are to maximize the fullest recovery possible of recyclables from all
residents in the City via the most cost-effective solution.
The specifications contained herein define the service standards and proposal requirements of the
comprehensive recycling program for the City of Orono.
The City encourages Proposers to submit their best proposal possible. Proposers may alter the
requirements within this RFP if proposals explicitly describe the change, rationale and price implications.
Each scenario proposed must have a distinct, associated price.
Proposers may elect to propose to include “revenue sharing” in their price formula. Proposers may also
elect to not include revenue sharing such that their proposed service charges reflect a “flat fee” approach
whereby the Proposer intends to keep all revenue from sale of recyclable materials.
This RFP does not imply, and should not be interpreted to imply, a proposed set of final contract terms.
A final contract will be negotiated with the successful contractor. This RFP and the successful proposal
will be a basis for these negotiations. The final contract shall supersede and replace this RFP and
successful proposal, unless agreed to otherwise.
II. CONTRACTOR SELECTION PROCESS AND SCHEDULE
The Request for Proposals (RFP) and selection schedule will be as follows. These dates are subject
to change as the City deems necessary.
Publish RFP May 4, 2019
RFP Submittal Deadline 1:00 pm, June 3, 2019
Review of Proposals Received June 10-June 19, 2019
Interviews of Finalists Scheduled as Needed
Council Appointment of Contractor June 24, 2019
Start Date September 30, 2019
Page | 5
III. GENERAL INFORMATION
A. The City of Orono is a suburban community of an estimated 7,883 residents (2017
State Demographer) located on the northern shore of Lake Minnetonka about 15 miles west of the
City of Minneapolis. Of the City’s 24.5 square miles of area, 50% is open water or marshland. Of
Lake Minnetonka, 40% of the shoreline and 33% of the lake area is in the City. The City is a
residential community with primarily single-family housing, and includes a small commercial district
in the Navarre area.
B. The City operates under a Council – Administrator form of government. The City Council is the
legislative and policy making body of the City, consisting of a Mayor and four City Council
members. The City Administrator is the chief administrative officer of the City and is accountable
to the City Council for the implementation of Council direction and the administration of all affairs
of the City. The City Council meets on the second and fourth Monday of every month.
C. Recycling and refuse collector vehicles are restricted to a maximum weight on any single axle of
18,000 pounds (9-ton per axle weight limit) or as otherwise posted on all residential streets unless
otherwise approved in advance by the City Council. With few exceptions, City residential streets
are posted at a 4-ton per axle limit during spring load restriction time periods. Recycling and refuse
hauler vehicles are exempt from this restriction; however, the 9-ton per axle weight limit on all
streets must be adhered to at all times during spring load restrictions as referenced in
Attachment A. A street map and list of Orono residential streets is identified in Attachment B.
D. There are currently 3138 residential units (any structure in which one or more persons reside in
up to three dwelling units) and 0 are multi-family units (any single structure containing four or
more dwelling units). The City’s current recycling contract provides single stream recycling
service on Tuesdays every other week. The City would prefer to keep the same collection day
for the entire city. Commercial customers contract privately for their recycling services.
IV. INSTRUCTIONS FOR PROPOSAL SUBMITTAL
A. Proposals must be received by the City no later than 1:00 pm on June 3, 2019. Proposals may be
submitted in-person, by mail or Email. Title email with “Orono Recycling Service Proposal”.
Proposals arriving after the specified deadline shall not be accepted.
B. Proposals will be treated in accordance with MN Statutes 13.591, Subdivision 3 (b), Data
Practices Act. Only the company names of Proposers submitting proposals will be made
public. All proposal documents shall be held as confidential until the City Council awards a
new contract and authorizes staff to execute the new contract.
C. The City will review the proposals received and may schedule interviews for finalists.
D. Contractors are prohibited from contacting any representatives of the City Council
regarding this RFP or their proposals.
Page | 6
V. PROPOSAL CONTENTS
A. Title Page – Showing the proposal title, the name of the contractor’s firm, address, telephone
number, name of the contact person, and the date.
B. Table of Contents – Include a clear identification of the material by section and page number.
C. Identification and Professional Qualifications – The ideal firm should have extensive experience in
the residential collection of recycling.
1. The name, address, phone number and Email of the person who will be responsible for the
management and administration of residential recycling collection for the City.
2. Copy of business license or certifications.
3. Background information concerning the firm, including the number of years in business under
this name, and the number and breakdown of personnel in the proposing office.
D. Contractor’s Detailed Approach to the Scope of Services – The proposal shall address in detailed
fashion the approach of the firm to the scope of work.
E. List of References and Potential Conflicts
1. A minimum of three references for public clients shall be provided.
2. Potential conflicts of interest must be disclosed.
F. Disclosures and Assurances
1. Completed Proposal Form, Affidavit and Information Required of RFP Submitters
(Attachment C) – A statement assuring that the signatory making representations in the proposal
on behalf of the firm has the authority to do so.
2. Insurance Coverage – Documentation of current insurance coverage and limits, including
professional liability insurance, shall be provided with the proposal.
G. Completed Proposal Form, Curbside Collection Price Worksheet
(Attachment D) – At a minimum, all proposals must include a Curbside Collection Price Worksheet
for collection service to be provided on the same day of the week throughout the City.
H. Additional Pricing Factors
Please provide detailed information about how the following considerations would impact the firm’s
pricing proposals:
1. FACTOR 1: Bi-Weekly Collection Schedule
Currently, the City’s recycling is collected on one day on a bi-weekly schedule. The City would
prefer to keep recycling collection on one day throughout the City. Please respond to
(Attachment E) of this RFP if an alternate schedule from your firm’s route servicing perspective
would impact your pricing proposal.
2. FACTOR 2: Revenue Sharing – If the City’s contract with your firm were to require sharing
proceeds with the City from the resale of recyclable materials (minus processing charges)
Page | 7
collected, please respond to (Attachment F) of this RFP and state how that credit would impact
your pricing proposal.
3. FACTOR 3: Weekly Pickup Schedule – Currently, the City’s recycling is collected on a bi-
weekly schedule. If the City considered a weekly collection schedule, please respond to
(Attachment G) of this RFP and state how a weekly collection schedule would impact your
pricing proposal.
4. FACTOR 4: Subscription-based Curbside Organics Recycling – The City is considering the
option to offer organics collection services to residents. Interested Haulers may submit a
subscription-based proposal to offer and promote organics collection services, please respond to
(Attachment H) of this RFP and state how offering a subscription-based curbside Organics
Recycling would impact your pricing proposal.
VI. SCOPE OF WORK
A. Recycling Service
1. Recyclable Materials – At a minimum, recycling service includes the collection and hauling of
the following items from all homes:
Newspaper and inserts;
Cardboard boxes;
Glass food and beverage containers;
Metal food and beverage cans;
All plastic containers and lids, #1-Polyethylene Terephthalate (PET, PETE), #2-High Density
Polyethylene (HDPE), #3-Vinyl Polyvinyl Chloride (PVP), #4-Low Denisty Polythylene
(LDPE) and #5-Polypropylene (PP) plastic bottles, except those that previously contained
Magazines and catalogs;
Cereal, cracker, pasta, cake mix, shoe, gift, and electronics boxes;
Boxes from toothpaste, medications and other toiletries;
Aseptic and gable-topped containers;
Mail, office and school papers; and
Phonebooks.
Optional materials can be included as part of proposal. Plastic products coded #6-Polystyrene
and #7-All other resins and multi-materials not otherwise defined may be included as part of the
Proposer’s proposal.
2. Recycling service also includes the processing and marketing of the recyclable materials by the
contractor and/or a subcontractor of the contractor.
3. The contractor will provide recycling collection service at each home on one day throughout the
City, every other week; or on an alternate designated collection schedule approved by the City.
B. Additional Recycling Services – The City may establ ish additional recycling collection services,
including items designated and agreed upon by the City and/or required by Hennepin County under
its Recycling Funding Assistance Policy. Compensation for these additional recycling collection
services shall be negotiated between the City and the contractor, and set forth in a written addendum
to the original Agreement for Services.
Page | 8
C. Recycling Containers
1. Curbside Single Stream – Contractor or designated subcontractor shall provide containers for use
in single stream recycling collection. The contractor or designated subcontractor will maintain a
sufficient new and replacement cart inventory, service and repair carts to meet supply and
demand needs for the entire term of the contract. The standard 64-gallon cart (or similar size)
shall be approximately 26” x 26” x 41” in dimension, and be smooth for ease of cleaning. Carts
shall be consistent in color and design with a recycling symbol on at least two sides and an
approved instruction label on each lid, so as to be easily identified by the resident/customer and
the contractor driver for recyclable materials collection. Each cart will be delivered with a
package of recycling information provided by the contractor explaining what and how to recycle
using the single stream method. Contractor shall coordinate distribution of carts prior to
September 30 to ensure uninterrupted collection service continues in the first week of October.
Thirty and ninety-gallon carts (or similar size) of similar design shall be provided at no extra
charge to residents who request a different level of service. Additional carts will be provided at
no extra charge to residents who request them.
2. Multi-Family – To service Multi-Family residential complexes desiring to participate in the
City’s recycling collection program, contractor shall provide containers for Multi-Family
dwellings in sufficient quantity to adequately contain the materials between collections, with
containers to be placed in recycling stations to service the complex.
D. Collection
1. The contractor shall provide curbside recycling services to all residential dwelling units and
multiple family dwellings. All City-owned and operated buildings in the City shall be served at
no charge as outlined in Section H-2, Municipal Facilities.
2. Recycling containers shall be placed by the residents at curbside on collection day by 7:00 am.
No collection shall be made before 7:00 am or after 7:00 pm. The contractor shall collect from
each participating household all acceptable materials that have been prepared according to
publicized procedures. The driver is required to place the emptied container back in the same
curbside location as set by the resident. In no case is the container to be left in the street. The
contractor shall handle all containers with reasonable care to avoid damage.
3. The City assumes that all residents receiving curbside collection service will be collected once
every two weeks.
4. In some areas of the City, there are long driveways or neighborhoods where placement of
containers at the curbside is not practical. In these instances, the contractor shall work with the
City and resident(s) to determine an acceptable method for collection of recycling materials.
Solutions may include an alternative type of collection container, walk-up service or smaller
trucks.
5. If the contractor determines that a resident has set out unacceptable or non-targeted recyclable
materials, the driver shall leave the non-targeted materials in the resident’s recycling container
and leave a City approved “education tag” indicating acceptable materials and the proper
method of preparation.
6. The contractor shall adequately clean up any materials spilled or blown during the course of
collection and/or hauling operations. All collection vehicles shall be equipped with a broom and
shovel for use in cleaning up any spills. Any unacceptable materials left behind should be
secured within resident’s recycling container. Driver shall take all precautions possible to
prevent littering of unacceptable recyclable materials. Contractor shall have no responsibility to
remove any items that are not recyclable materials.
Page | 9
E. Publicity, Promotion and Education
1. The contractor shall work with the City to publish the yearly calendars including alternate
collection days. Holidays refer to any of the following: New Year’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, Christmas Day and any other holidays
mutually agreed to by the City and the contractor. When the scheduled collection day falls on a
holiday, collection for that day will be collected one day later, excluding Sundays.
2. The City shall prepare and distribute recycling information to residents each year which may
include articles in the city newsletter and/or recycling instructions on its website. The contractor
shall conduct its own promotions and public education to increase participation and improve
compliance with resident preparation instructions. At a minimum, this shall include distribution
of resident education tags to be left by curbside collection crews if any non-targeted material is
rejected and left at the curb. The contractor shall provide a draft of any public education
literature for approval by the City, preferably at least one (1) month before printing and
distribution of any such literature.
F. Monthly Reporting – The contractor will report monthly the number of curbside recycling “stops”
(i.e., number of households with recyclables set out at the curb) per collection and the weights in
tons of recyclable materials. Recyclable materials will be reported in type of commodity with
corresponding weight. The report will be available to the city within 15 days of the end of each
month. If a material is not weighed separately when it is delivered to processing, the City must
approve the procedure used by the contractor to determine the percentage of each type of recyclable
material in relation to the total material collected. To substantiate the accuracy of the contractor’s
procedure, the City may, at its discretion and at no additional cost to the City, require the contractor
to separate weigh each material. The contractor must report the amount and type of recyclable
material and where the material is delivered for recycling. MN Statutes 115A.553 requires counties
to ensure that materials are taken to markets for sales or recycling processing centers. Brokers or
recyclable processors receiving material from these curbside programs must be in compliance with
the state and local government permit and licensing laws. The contractor must report to the City, on
a monthly basis, the average price per ton received from the sale of recyclables. Each monthly
report on gross revenues must be provided to the City no later than 30 days after the end of each
month.
G. Administration and Customer Service
1. The contractor shall maintain sufficient personnel and equipment to fulfill the requirements and
specifications of the services described in this RFP. The contractor will provide a Route
Supervisor to oversee the recycling route drivers servicing the City. The Route Supervisor will
be available to address customer concerns each day. The Route Supervisor and all collection
vehicles must be equipped with 2-way communication devices.
2. The contractor shall have on duty Monday through Friday from 7:00 am to 5:00 pm a dispatch
customer service representative to receive customer calls and route issues. The contractor shall
provide a 24-hour answering service line or device to receive customer calls.
3. Contractor’s personnel will be trained both in program operations and in customer service and
insure that all personnel maintain a positive attitude with the public and in the work place and
shall:
a. Conduct themselves at all times in a courteous manner and use no abusive or foul language.
Page | 10
b. Perform their duties in accordance with all existing laws and ordinances and future
amendments thereto of the Federal, State of Minnesota, Hennepin County and local
governing boards.
c. Be clean and presentable in appearance, as so far as possible.
d. Wear a uniform and employee identification badge or name tag.
e. Drive in a safe and considerate manner.
f. Manage containers in a careful manner, by picking them up, emptying their contents into the
collection vehicle, and placing – no throwing or sliding – the container back in its curbside
location so as to avoid spillage and littering or damage to the container.
g. Monitor for any spillage and be responsible for cleaning up any litter or breakage.
h. Avoid damage to property.
i. Not perform their duties or operate vehicles while consuming alcohol or illegally using
controlled substances or while under the influence of alcohol and/or such substances.
j. Be in possession of a valid MN CDL.
4. The contractor shall designate a staff person as an account representative for the City. A direct
phone number shall be provided for City staff to use for purposes of communicating immediate
service needs. The contractor shall also designate a back-up contact person, including a
corresponding direct phone number. These contractor phone numbers will not be published in
public education literature, but rather used by City administrative staff.
5. In the City’s public education information, residents will be directed to call the contractor for
missed collections and other service issues. Whenever the City or a resident notifies the
contractor before 11:00 am on a business day of locations which have not received scheduled
service, the contractor is required to service such location before 7:00 pm on the day when
notified. When notified after 11:00 am on a business day, the contractor shall service such
locations no later than 7:00 pm on the business day immediately following.
6. The contractor shall comply with ordinances of the City and laws or regulations of the State of
Minnesota and its agencies related to collection of recyclables in effect during the term of the
Agreement for Services. The contractor shall keep all equipment used in the performance of the
work in good operating conditions and in a clean, sanitary condition. Equipment may be subject
to periodic inspection by the City.
H. Payment and Insurance
1. Compensation for Services – The City agrees to pay the contractor for recycling collection
services provided to the City as described in the contractor’s proposal, and made part of an
executed contract, based on the number of household units certified by the City. By December
1st of each year the City will review the number of certified units and notify the contractor of
any changes.
Contractor shall submit itemized bills for recycling collection services provided to the City on a
monthly basis. Bills submitted shall be paid in the same manner as other claims made to the
City.
2. Municipal Facilities – The contractor will provide free recycling services at least every other
week at the City’s municipal buildings at 2700, 2730 and 2750 Kelley Parkway, the Orono Golf
Course at 265 Orono Orchard Road South, Crystal Bay Post Office at 1355 Brown Road South,
Navarre Fire Station at 3770 Shoreline Drive and Long Lake Fire Department at 340 Willow
Drive in Orono, MN. In general, the contractor will provide carts (wheeled carts with lids, with
approximately 64-gallon capacity) or other mutually agreed upon containers to facilitate that
service. The carts shall be labeled by the contractor with appropriate stickers to identify the
acceptable recyclable commodities.
Page | 11
3. Revenue Sharing – If the final contract is negotiated to include revenue sharing, the contractor
shall, on a monthly basis, rebate an amount to the city based on a mutually agreed upon formula.
The City understands that at times of poor market conditions, net revenue may equal zero, but
shall not go negative. The City shall not be charged for net revenue sharing, only credited or
neutral (e.g., $0 per ton).
4. Insurance Requirements. The Contractor, at its expense, shall procure and maintain in force for
the duration of this agreement the following minimum insurance coverages. Proof of insurance
coverage shall be provided to the City with the quote. Workers’ compensation and employer
liability, commercial general liability, automobile liability, and umbrella/excess liability which
protects the City from bodily injury and property damage claims arising from operation under
the contract whether such operations be by the contractor or and subcontractor, or by anyone
directly or indirectly employed by either of them.
a. General Liability. The contractor agrees to maintain Commercial General Liability
insurance in a minimum amount of $1,000,000 per occurrence; $2,000,000 annual
aggregate. The policy shall cover liability arising from premises, operations, products,
completed operations, personal injury, advertising injury, and contractually assumed
liability. The City shall be endorsed as additional insured.
b. Automobile Liability. The Contractor shall maintain commercial automobile liability
insurance, including owned, hired, and non-owned automobiles, with a minimum combined
single limit of $1,000,000.
c. Workers’ Compensation. Pursuant to Minnesota Statute §176.182, Contractor must provide
acceptable evidence of compliance with the state Workers’ Compensation insurance
requirements for all its employees and, in case any work is subcontracted, Contractor will
require the subcontractor to provide Workers’ Compensation insurance or acceptable
evidence of compliance in accordance with the statutory requirements of the State of
Minnesota. The Contractor shall also carry Employers’ Liability Coverage with minimum
limits as follows:
• $500,000 – Bodily Injury by Disease per employee
• $500,000 – Bodily Injury by Disease aggregate
• $500,000 – Bodily Injury by Accident
VII. SELECTION
A. The City of Orono reserves the right to reject any or all proposals or parts of proposals, to negotiate
modifications of proposals submitted, to accept part or all of the proposals on the basis of
consideration(s) other than proceeds or cost, and to negotiate specific work elements with a
respondent into a project of lesser or greater expense and reimbursement than described in the RFP
or the respondent’s reply.
B. To the best of its ability, the City will use the following process for its decision-making:
1. City staff will review and analyze the details of the qualified submitted proposals. The City
reserves the right to ask Proposers for additional information/clarification to better understand
the proposals.
2. Staff will negotiate a contract with the top ranked Proposer. If negotiations with top-ranked
Proposer are not successful, the City may then initiate negotiations with the second ranked
Proposer, and so on.
Page | 12
3. Once a draft contract has been successfully negotiated, City staff will present its
recommendations to City Council. The City Council may then award the contract and
authorize staff to execute it.
4. The new recycling contract will commence on September 30, 2020, unless an alternate
commencement date is mutually agreed upon by the contractor and the City.
C. Selection of the firms to be considered shall be based upon, but not limited to, the following criteria:
1. The firm’s approach to and understanding of the Scope of Work.
2. Strength of qualifications of contractor related to the particular needs of the City. Qualifications
will include, but not be limited to, the proven capacities of the contractor (and, if any,
subcontractor) to meet the operation requirements of the City.
3. The firm’s experience with similar contracts and clients.
4. The experience and qualifications of the proposed staff in providing similar services.
5. The extent of involvement by key personnel.
6. The extent to which previous clients have found the firm’s services acceptable.
7. Previous City experience with the proposing firm, if any.
8. The price of the recycling services.
D. Terms and Conditions
1. The City of Orono reserves the right to cancel or amend the Request for Proposals
at any time. The City of Orono reserves the right to determine the successful respondent. The
City of Orono reserves the right to reject any or all bids.
2. The City of Orono will not be liable for any costs incurred by the firm responding to this request.
3. The contractor shall not assign any interest in this proposal and shall not transfer any interest in
the same without the prior written consent of the City of Orono.
4. For the purposes of the Agreement for Services, the contractor shall be deemed to be an
independent contractor, and not an employee of the City. Any and all agents, servants, or
employees of the firm or other persons, while engaged in the performance of any work or
services required to be performed by the City of Orono under the Agreement, shall not be
considered employees of the City of Orono and any and all actions which arise as a consequence
of any act or omission on the part of the firm, its agents, servants, employees or other persons
shall in no way be the obligation or responsibility of the City of Orono.
5. No official or employee of the City of Orono who exercises any responsibilities in the review,
approval or carrying out of the proposal shall participate in any decision which affects his or her
direct or indirect personal or financial interest.
Page | 13
ATTACHMENT A
Resolution No. 6938 – A Resolution Establishing Seasonal Weight Restriction on
Orono Public City Streets
Page | 14
Page | 15
ATTACHMENT B
List of Orono Residential Streets and
Street Map
Page | 16
ATTACHMENT C
Affidavit and Information Required of RFP Submitters
Affidavit of Non-Collusion
I hereby swear (or affirm) under the penalty of perjury:
A. That I am the proposer (if the proposer is an individual), a partner with the proposer (if the proposer
is a partnership), or an officer or employee of the proposing corporation having authority to sign on
its behalf (if the proposer is a corporation);
B. That the attached proposal or proposals have been arrived at by the proposer, independently, and have
been submitted without collusion with, and without any agreement, understanding, or planned common
course of action with any other vendor of materials, supplies, equipment or services described in the
Request for Proposals, designed to limit independent proposing or competition;
C. That the contents of the proposal or proposals have not been communicated by the proposer or its employees
or agents to any person not an employee or agent of the proposer or its surety on any bond furnished with
the proposal or official reviewing the proposal or proposals; and
D. That I have fully informed myself regarding the accuracy of the statements made in this
affidavit.
Signature Date
Print Name Firm Name
Subscribed and sworn to before me this
day of _, 2019
Signature, Notary Public My commission expires , 20
Page | 17
ATTACHMENT D
Curbside Collection Price Worksheet
Company Name
Contact Person / Title
Address
Phone Email
Residential recycling collection service will be provided on the same day of the week throughout the City on a
bi-weekly collection schedule.
Proposed Day: ____________________________________________________________________
Curbside Container Type & Size: ____________________________________________________
Curbside Collection Scenario
Single Stream, Bi-Weekly – One Price Shall be proposed for each option
Contract Year 1
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 2
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 3
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 4
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 5
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Page | 18
ATTACHMENT E
Additional Pricing Factors – Alternate Bi-Weekly Collection Schedule
The City’s current recycling contract provides recycling service every other week on Tuesdays. The city
would prefer to have recycling service on the same day throughout the city. Please describe how maintaining
the Tuesday schedule, or an alternate schedule, would impact your pricing proposal from your firm’s route
servicing perspective.
General Description of Impact on Pricing
Curbside Collection Scenario
Single Stream, Bi-Weekly – One Price Shall be proposed for each option
Contract Year 1
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 2
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 3
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 4
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 5
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Page | 19
ATTACHMENT F
Additional Pricing Factors – Revenue Sharing
If the City’s contract with your firm were to require revenue sharing with the City from the resale of
recyclable materials (minus processing charges) collected, please describe how that credit would impact
your pricing proposal.
General Description of Impact on Pricing
Curbside Collection Scenario
Single Stream, Bi-Weekly – One Price Shall be proposed for each option
Contract Year 1
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 2
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 3
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 4
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 5
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Page | 20
ATTACHMENT G
Additional Pricing Factors – Weekly Collection Schedule
Currently, the City’s recycling is collected on a bi-weekly schedule. If the City considered a weekly collection
schedule, please describe how a weekly collection schedule would impact your pricing proposal.
Curbside Collection Scenario
Single Stream, Bi-Weekly – One Price Shall be proposed for each option
Contract Year 1
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 2
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 3
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 4
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 5
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Page | 21
ATTACHMENT H
Additional Pricing Factors – Subscription-based Curbside Organics Recycling
If the City considered the option to offer organics collection services to residents. Please describe how
subscription-based curbside Organics Recycling would impact your pricing proposal.
Curbside Collection Scenario
Single Stream, Bi-Weekly – One Price Shall be proposed for each option
Contract Year 1
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 2
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 3
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 4
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
Contract Year 5
Per Residential Dwelling Unit Per Month $ Per RDU
Per Multi-Family Unit Per Month $ Per MFU
AGENDA ITEM
Prepared By: JG Reviewed By: Approved By: DJR
1. Purpose. The purpose of this action item is to gain Council approval of seasonal employees.
2. Background. The hourly pay is proposed to be $12.00-14.00 for the Golf Course Clubhouse
Attendants and Brush Site Attendants; $12-$16 for Parks and Golf Course Maintenance Employees, and
$10-$16 for Utilities Maintenance Workers; and a pay range of $15.00-$20.00 for the Clubhouse
Manager. The Clubhouse Manager will be enrolled in the coordinated PERA plan. All other seasonal
employees will fall under the 6 month PERA Classification and are therefore excluded from PERA
membership.
3. Seasonal Employee Appointments and Candidates.
Name Position Wage
($/hr)
Remarks
Ap
p
r
o
v
e
d
Fe
b
r
u
a
r
y
25
,
2
0
1
9
Robert Howells G.C. Clubhouse Manager $20.00 Returnee
Paul Tolzmann G.C. Clubhouse Attendant $13.00 Returnee
Scott Prochnow G.C. Clubhouse Attendant $13.00 Returnee
Stuart Mayer Brush Site Attendant $13.00 Returnee
Mitchell Hall Parks and Golf Maintenance $15.00 Returnee
Ap
p
r
o
v
e
d
Ma
r
c
h
1
9
,
2
0
1
9
Danielle Middendorf Clubhouse Attendant $12.00 Returnee
Marshall Hambro Clubhouse Attendant $13.00 Returnee
Marie Jorland Clubhouse Attendant $12.00 Returnee
Diana Otrey Clubhouse Attendant $12.00 Returnee
Wendy Middendorf Clubhouse Attendant $12.00 Returnee
Rebecca Anderson Seasonal Utilities Maintenance $13.00 Returnee
Ap
p
r
o
v
e
d
A
p
r
i
l
8,
2
0
1
9
Ron Steffenhagen Parks and Golf Maintenance $13.00 Returnee
Calvin Schmidt Parks and Golf Maintenance $13.00 Returnee
Andrew Charrier Parks and Golf Maintenance $12.00 New hire
Sally Thompson Clubhouse Attendant $12.00 New hire
Requesting
Approval
Paul Haug Clubhouse Attendant $12.00 New hire
4. Staff Recommendation. I recommend approval to hire of the seasonal employees in Table 3.
COUNCIL ACTION REQUESTED
Motion to approve hiring the seasonal employee as in the list above.
Item No.: 4 Date: April 22, 2019
Item Description: Appointment of 2019 Seasonal Employees
Presenter: Jason Goehring
Parks and Golf Course Supervisor
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: JG Reviewed By: Approved By: DJR
1. Purpose. The purpose of this action item is to correct the hourly pay for Scott Prochnow, a seasonal
Golf Course Clubhouse Attendant.
2. Background. At the March 19, 2019 council meeting, the Council approved the hiring of the 2019
golf course employees. On the memo Scott Prochnow’s wage was incorrectly listed as $14.00 per hour.
The correct wage is $13.00 per hour.
3. Staff Recommendation. I recommend approval of setting Prochnow’s wage at the correct amount of
$13.00 per hour.
COUNCIL ACTION REQUESTED
Motion to approve setting the wage for Scott Prochnow at $13.00 per hour.
Item No.: 5 Date: April 22, 2019
Item Description: Seasonal Employee Pay Correction
Presenter: Jason Goehring
Parks and Golf Course Supervisor
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: SO Reviewed By: Approved By: DJR
1. Purpose. The purpose of this action item is to gain approval for the proposal/quotes to procure and
install back up generators at Lift Stations #1 and GS#9.
2. Background. The City has 45 sanitary sewer lift stations and we typically add two permanent
generators per year at lift stations that currently don’t have a generator. By having permanent generators
in-place at lift stations, it provides added security in preventing sewage backups into private homes if
there is a power failure.
3. Project Scope.
a. LS #1 Generator. This project will provide a 60kW backup generator for this critical lift
station which services the sanitary sewer system Southeast portion of the City.
b. GS#9 Generator. This project will provide a 45kW backup generator for this critical lift
station which services the sanitary sewer system in the Brackets Point & Green Trees neighborhoods.
4. Cost. The City received two quotes for generators and two quotes for the associated electrical work
(Automatic Transfer Switch). The lowest quote from a qualified contractor for Generators was from
Cummins Power Generation. The lowest Quote for electrical installation is from A-1 Electric. Total cost
for the contracted portion of both Generator projects is $ 52,208.
a. Generator
Contractor LS 1 GS9 Total Quote
Cummins Power Generation $ 21,875 $ 19,896 $41,771
Ziegler Power Systems (CAT) $ 28,490 $ 25,460 $53,950
b. Electrical Installation
Contractor LS 1 GS 9 Total Quote
A-1 Electric Service $ 7,949 $ 2,488 $10,437
Gephart Electric $ 9,687 $ 8,286 $17,973
5. Funding. This project will be funded through the Sanitary Sewer Enterprise Fund. The Capital
Improvement Plan (CIP) programmed $ 75,000 for each backup generator project. The Sewer Fund
balance is projected to be $ 1,797,833 at the end of 2019.
6. Staff Recommendation. I recommend that Council accept the quotes from Cummins Power
Generation and A-1 Electric.
COUNCIL ACTION REQUESTED
Motion to accept the quote in the amount of $ 41,771 from Cummins Power Generation for the provision
of and installation of backup Generators at Lift Station #1 and Grinder Station#9 and of $10,437 from A-
1 Electric for electrical installation.
Item No.: 6 Date: April 22, 2019
Item Description: Back Up Generators for Lift Stations #1 (1302 Shoreline Drive) and
GS#9 (1222 Brackets Point Road)
Presenter: Scott Oberaigner
Public Works Supervisor
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: JG Reviewed By: Approved By: DJR
1. Purpose. The purpose of this action item is to gain approval to proceed with preparation of a project
to improve the drainage on the golf course.
2. Background. There is a natural low area around 7/8/9 fairway that has had severe surface drainage
issues and minimal infiltration over the years at the golf course. This saturated area is a hazard for golfers
and equipment operators with multiple carts and mowers getting stuck each year. The area is wet enough
year round that golf course staff are unable to manage this vegetation through mowing. An asphalt cart
path travels through this swamp from the 8th tee box to the 8th fairway and acts a dam holding a
tremendous amount of water uphill from the cart path. This area should be drained as it is in play on 3
different golf holes and must be crossed directly to play hole 8.
Staff has determined through practical experience and professional input from engineers that an excavated
surface drainage swale which drains into the existing drainage main line is the best solution for moving
water through his area. To cross over this drainage swale to the 8th fairway, a timber golf cart bridge will
be constructed. The existing asphalt trail running from the tee box to the 8th fairway will be removed and
replaced with an easier to maintain gravel cart path consisting of ¾”- limestone. A project of this scope
will address the drainage issues and add a unique landscape feature that would be enjoyed on 3 holes.
Restoration of turf areas and any plantings or turf cover along the drainage swale will be completed by
staff.
3. Project Scope. Excavate a drainage swale for drainage, replace the existing asphalt trail with ¾”-
limestone, and build a cart crossing bridge over the drainage swale. This project is a combination of Projects
19-034 and 19-035 from the 2019 Public Works Plan.
4. Cost. The City received two quotes.
Contractor Quote
Duininck Golf $72,460.00
Witt’s End Landscaping $29,285.00
Witt’s End Landscaping requires half of the total payment one month prior to the start date and the other
half when complete.
5. Funding. This project will be funded through the Park Enterprise Fund and Stormwater fund. The
Annual PW plan and the CIP budgeted a total of $41,400 for the projects; $21,400 from the Stormwater
Fund and $20,000 from the Parks Fund. The Stormwater Fund has an estimated EOY19 balance of
$1,047,912 and the Parks Fund $468,067.
6. Staff Recommendation. I recommend that the council accept the quote from Witt’s End
Landscaping for $29,285.00.
COUNCIL ACTION REQUESTED
Motion to accept the quote from Witt’s End Landscaping for $29,285.00 to excavate a drainage swale,
replace the asphalt trail, and build a cart bridge.
Item No.: 7 Date: April 22, 2019
Item Description: Golf Course Drainage Project
Presenter: Jason Goehring
Parks and Golf Course Supervisor
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: Reviewed By: Approved By: DJR
1. Purpose. The purpose of this action item is to adopt the Surface Water Management Plan (SWMP).
2. Background. The Surface water Management Plan is required part of the City’s Community
Management Plan (CMP). The last SWMP was prepared in 2011. This Surface Water Management Plan
is intended to serve as a comprehensive planning document to guide the City of Orono in conserving,
protecting, and managing its surface water resources and comply with the Metropolitan Surface Water
Management Act, Minnesota Rules 8410, and the requirements of the local watershed management
organizations. On May 22nd, 2017 the council authorized staff and consulting staff to update the SWMP
as part of the overall comprehensive plan process. Staff completed the report and has had it reviewed by
both the Met Council and MCWD. Per Statute the MCWD has to approve the plan which the MCWD
board did on March 14th, 2019.
3. Project Scope. The project scope included facilitating communication with relevant agencies and the
public; Inventory of land and water resources within Orono; Stormwater Modeling, preparation of the report
and staffing of the report with the relevant agencies.
4. Staff Recommendation. I recommend that Council Adopt the SWMP (Exhibit A).
COUNCIL ACTION REQUESTED
Move to adopt the City of Orono Surface Water Management Plan.
Exhibits
A. Surface Water Management Plan (SWMP).
B. MCWD Resolution of Approval
C. Orono Resolution Adopting the SWMP
References
A. 2011 SWMP
Item No.: 8 Date: April 22, 2019
Item Description: Surface Water Management Plan Adoption
Presenter: Adam T. Edwards
Public Works Director/City Engineer
Agenda
Section:
Consent Agenda
SURFACE WATER MANAGEMENT PLAN
CITY OF ORONO, MN
February 18, 2019
Submitted by:
Bolton & Menk, Inc.
2638 Shadow Lane, Suite 200
Chaska, MN 55318
P: 952-448-8838
City of Orono
Surface Water Management Plan
Surface Water Management Plan
Orono, Minnesota
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision,
and that I am a duly Registered Professional
Engineer under the laws of the State of Minnesota.
By:
Robert Bean, Jr., P.E.
Registration No. 40410
Date: 2-18-2019
City of Orono
Surface Water Management Plan
BOLTON &MENK,INC.
CONSULTING ENGINEERS & SURVEYORS
ORONO - SURFACE WATER MANAGEMENT PLAN
Table of Contents
Executive Summary ......................................................................................................... i
1 Introduction ............................................................................................................ 1
1.1 Purpose ............................................................................................................................ 1
1.2 Study Area ....................................................................................................................... 1
1.3 Land Use Overview and Philosophy ................................................................................. 2
1.4 Land Use, Comprehensive Plan and Special Areas and Considerations .............................. 4
1.5 SWMP Structure .............................................................................................................. 6
2 Physical Environment ............................................................................................. 7
2.1 Climate ............................................................................................................................ 7
2.2 Geology ........................................................................................................................... 7
2.3 Topography and Soils ....................................................................................................... 8
2.4 Surface Water Resources .................................................................................................. 9
2.5 Impaired Waters ............................................................................................................. 10
2.6 Monitoring and Data Collection ...................................................................................... 11
2.7 Groundwater Resources .................................................................................................. 11
2.8 Ecological Resources ...................................................................................................... 12
2.9 Potential Pollutant Sources ............................................................................................. 14
3 Regulatory Setting ................................................................................................ 15
3.1 State-Wide Regulation .................................................................................................... 15
3.2 Local Regulation ............................................................................................................ 16
3.3 City of Orono ................................................................................................................. 17
3.4 Minnehaha Creek Watershed District (MCWD) .............................................................. 18
3.5 Hennepin County............................................................................................................ 19
3.6 Three Rivers Park District............................................................................................... 19
3.7 Metropolitan Council ...................................................................................................... 19
3.8 State Board of Soil and Water Resources (BWSR) .......................................................... 20
3.9 Minnesota Pollution Control Agency (MPCA) ................................................................ 20
3.10 Minnesota Department of Natural Resources (DNR) ....................................................... 20
3.11 Minnesota Department of Health (MDH) ........................................................................ 20
3.12 Minnesota Environmental Quality Board (EQB) ............................................................. 20
3.13 Minnesota Department of Transportation (MnDOT) ........................................................ 21
3.14 U.S. Environmental Protection Agency (EPA) ................................................................ 21
3.15 U.S. Army Corps of Engineers (USACE) ........................................................................ 21
3.16 Federal Emergency Management Agency (FEMA) ......................................................... 21
3.17 Natural Resources Conservation Service (NRCS) ............................................................ 21
3.18 U.S. Geological Survey .................................................................................................. 21
3.19 U.S. Fish and Wildlife Service ........................................................................................ 21
3.20 Water Resource Agreements ........................................................................................... 21
4 Major Issues, Goals, and Policies.......................................................................... 23
4.1 Surface Water Management ............................................................................................ 23
City of Orono
Surface Water Management Plan
4.2 Impaired Waters ............................................................................................................. 24
4.3 Urban Stormwater Management...................................................................................... 25
4.4 Wetland Management ..................................................................................................... 28
4.5 Subsurface Sewage Treatment Systems (SSTSs) ............................................................. 29
4.6 Upland Natural Resources .............................................................................................. 29
4.7 Groundwater Management .............................................................................................. 30
4.8 Education ....................................................................................................................... 31
5 Water Resources Assessment and Implementation Plan ........................................ 32
5.1 General Assessment Procedures ...................................................................................... 32
5.2 Stream and Shoreline Restoration ................................................................................... 33
5.3 Outlet Control Structure Improvements ........................................................................... 33
5.4 Localized Stormwater Management Improvements ......................................................... 35
5.5 Wetland Restoration ....................................................................................................... 43
5.6 Natural Area Preservation and Restoration ...................................................................... 43
5.7 Education ....................................................................................................................... 45
5.8 Surface Water Management Costs and Funding Considerations ....................................... 46
6 Administration ..................................................................................................... 47
6.1 Review and Adoption Process ......................................................................................... 47
6.2 Collaboration with Other Entities .................................................................................... 47
6.3 Plan Amendments .......................................................................................................... 49
7 Appendices ........................................................................................................... 50
Appendix A: Figures
Study Area ................................................................................................... Figure No. 1
Existing Land Use…… ................................................................................. Figure No. 2
Future Land Use ........................................................................................... Figure No. 3
Soils ............................................................................................................. Figure No. 4
Minnesota Land Cover Classification System (MLCCS) ............................... Figure No. 5
National Wetland Inventory and DNR Public Waters .................................... Figure No. 6
Impaired Waters ........................................................................................... Figure No. 7
Storm Sewer Map ......................................................................................... Figure No. 8
Appendix B: Subwatershed Maps: 10-yr and 100-yr Events
Appendix C: Modeling Methodology
Appendix D: Modeling Results
Appendix E: Capital Improvement Plan
Appendix F: Water Resources Agreements
City of Orono Page i
Surface Water Management Plan
CITY OF ORONO – SURFACE WATER MANAGEMENT PLAN
Executive Summary
This Surface Water Management Plan has been developed to serve as a comprehensive planning document to
guide the City of Orono in conserving, protecting, and managing its surface water resources and comply with
the Metropolitan Surface Water Management Act, Minnesota Statue 103B.235, Minnesota Rule 8410, and the
requirements of the local watershed management organizations. This document provides an inventory of water
resource related information including the results of assessments conducted by other governmental units, both
local and state. From this inventory and assessment, Orono sets forth its goals and policies and implementation
program.
The plan is organized as follows:
1.Section 1 offers an introduction to and purpose of the Plan, including a location map of Orono, an
overview of Orono’s land use, and philosophy of ecologically based planning.
2.Section 2 of this Plan provides an inventory of land and water resources within the City including a
description of the physical setting, available and pertinent water resources data, and important natural
and conservation areas.
3.Section 3 includes a comprehensive documentation of the regulatory agencies influencing the
management of surface water resources in Orono.
4.Section 4 outlines Orono's major issues, goals and policies, as well as implementation strategies,
pertaining to water resources management.
5.Section 5 provides a current assessment of surface water management in Orono, including stormwater
modeling and identification of corrective actions.
6.Section 6 outlines the continued administration of this plan with respect to plan updates and
amendments, as well as annual reporting requirements to Minnehaha Creek Watershed District
(MCWD).
City of Orono
Surface Water Management Plan February 2019 1
ORONO – SURFACE WATER MANAGEMENT PLAN
1 Introduction
1.1 PURPOSE
This report provides the City of Orono with a Surface Water Management Plan (SWMP) that will guide
surface water and stormwater management activities conducted by the City over the next 10 years. This
Plan meets the requirements detailed in Minnesota Statutes 103B and Minnesota Rules 8410,
administered by the Minnesota Board of Water and Soil Resources.Minnesota Statute 103B.201 states
that the purposes of the water management programs are to:
1. Protect, preserve, and use natural surface and groundwater storage and retention systems;
2. Minimize public capital expenditures needed to correct flooding and water quality problems;
3. Identify and plan for means to effectively protect and improve surface and groundwater quality;
4. Establish more uniform local policies and official controls for surface and groundwater management;
5. Prevent erosion of soil into surface water systems;
6. Promote groundwater recharge;
7. Protect and enhance fish and wildlife habitat and water recreational facilities; and
8. Secure the other benefits associated with the proper management of surface and groundwater.
This plan is also consistent with the goals and policies of the Metropolitan Council and Minnehaha Creek
Watershed District (MCWD). Though intended to serve Orono until 2028, this plan may be periodically
amended to remain current with local practices and policies and to maintain Orono’s compliance with
MCWD rules and State of Minnesota laws and rules.
The Orono SWMP emphasizes a cooperative approach to surface water and stormwater management
with all available partners. This approach assumes the public benefit is maximized when capital
expenditures are closely coordinated between all interested parties. Listed below is the contact
information for the City of Orono and MCWD:
City of Orono –http://www.ci.orono.mn.us/
Adam Edwards, Public Works Director/City Engineer
2750 Kelley Parkway
Orono, MN 55356
952-249-4600 –aedwards@ci.orono.mn.us
Minnehaha Creek Watershed District –http://www.minnehahacreek.org
15320 Minnetonka Boulevard
Minnetonka, MN 55345
952-471-0590
1.2 STUDY AREA
Orono lies in western Hennepin County and encompasses much of the northern shore of Lake
Minnetonka. Lake Minnetonka is Orono’s central feature and the protection of Lake Minnetonka has
guided the City’s land use planning decisions for decades.Figure 1 provides Orono’s location within the
Metropolitan Area. Orono is bounded on the north by the City of Medina; on the east by Plymouth and
Wayzata; on the south by Tonka Bay; and on the west by Spring Park, Mound, Minnetrista, and
Independence.
The City encompasses most of the southern quarter of Township 118N, Range 23W and the northern half
of Township 117N, Range 23W, and lies entirely within the boundaries of the Minnehaha Creek
Watershed District (MCWD). MCWD spans a multitude of municipal boundaries; therefore, cooperation
between communities within the watershed is necessary to effectively manage the watersheds’ resources.
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Surface Water Management Plan February 2019 2
1.3 LAND USE OVERVIEW AND PHILOSOPHY
Orono, located within the Central Hardwood Forest region of Minnesota, was originally covered with
hardwood forest vegetation intermixed with prairie, lakes, streams and wetlands. The “Big Woods,” as
this region is often called, consists primarily of maple, basswood, American elm, and oak trees. Between
1850 and 1880, the forests were extensively cleared for agricultural use.
ORONO IS FORMED
The City of Orono was created from parts of Medina and Excelsior townships and included a number of
settlements which grew up along the railway lines such as Crystal Bay, Navarre, and Ferndale, as well as
others that served the farming or summer home communities such as Tamarack (which later became the
City of Long Lake) and Saga Hill.
The open areas between these settlements developed in two distinct fashions: the shores of Lake
Minnetonka in southern Orono became dotted with summer homes, and the areas away from the lake in
central and northern Orono supported cash crop and dairy agriculture and truck farming.
DEVELOPMENT AND INFRASTRUCTURE
A local/county road network was developed to serve these diverse communities, and U.S. Highway 12
provided a regional transportation link as it crossed northern Orono. To support agriculture, early
development and road construction, county drainage systems were developed, including ditches that
connected many of Orono’s large wetlands and marshes to the nearby creeks flowing to Lake
Minnetonka.
After WWII, full-year homes began to fill in much of the Lake’s shoreline, and a scattering of residential
subdivisions developed in the more rural areas away from the Lake. As lakeshore development
expanded, point source pollution from inadequate septic systems was recognized as not only a health risk
but as a factor in the deteriorating water quality of the Lake.
Municipal sewer lines were extended along Orono’s developed lakeshore starting in the 1960's. The
city’s municipal sewage treatment plant was one of seven constructed to serve the cities within the Lake
Minnetonka watershed. However, these plants were relatively inefficient in phosphorus removal, and
each ultimately discharged back into the Lake.
IMPACT ON ECOLOGY
The ecology of the Lake makes it extremely susceptible to pollution. Due to its many bays (connected by
restricted channels), a relatively small watershed area, and its primary source of hydrology being
precipitation within the watershed, the Lake has an extremely long 25-year flush out period for a
complete water change. Pollutants entering the lake remain for a long time and are not easily diluted.
Lake Minnetonka has historically suffered from two problems that affect its environmental health and its
value as a public amenity. The first is deterioration in water quality due to eutrophication, the natural
aging process by which lakes are enriched with nutrients that stimulate excessive plant growth. This
process has been artificially accelerated as a result of development in the Lake’s watershed.
The second problem is hydrologic instability. With precipitation as the primary water source, water
levels have fluctuated widely depending on rainfall. In more recent years, increasing urbanization of the
watershed has resulted in increased amounts of stormwater runoff and, in turn, higher water levels that
affect low-lying properties.
THE PROBLEM WITH PHOSPHORUS
Studies in the 1960s and 70s led to the conclusion that phosphorus is the key nutrient in the ecology of
Lake Minnetonka. An overabundance of phosphorus results in excessive algae and weeds, reducing water
City of Orono
Surface Water Management Plan February 2019 3
clarity and making navigation more difficult. Taking steps to limit the amount of phosphorus reaching
the Lake was identified as a key element in slowing its eutrophication.
The discharge from the seven sewage treatment plants was identified as one of the two primary sources
of phosphorus reaching the Lake. As a result, plans were developed and implemented in the late 1970s
which redirected the treatment plant discharges, via interceptors, to a regional treatment plant on the
Minnesota River near Shakopee.
The other phosphorus source identified in the 1970's was stormwater runoff coming from within the
watershed. To date this source has not effectively been controlled. At the time, various studies
recommended that lakeshore density be limited, and the natural system of wetlands and marshes be
forever protected and preserved as the only practical, economic method of filtering nutrients from runoff.
It became clear that the problems of ever-increasing phosphorus inputs and stormwater volumes from an
urbanizing watershed would become difficult and costly to solve, and should be avoided if possible.
PLANNING FOR ECOLOGY
The driving force behind Orono's planning has for many decades been the protection of Lake
Minnetonka, perhaps the single most important surface water resource in the Twin Cities metropolitan
area. One-third of the Lake's surface area and 40% of its shoreline are within Orono's corporate
boundaries. Orono’s land and wetlands also comprise a significant portion of Lake Minnetonka's
watershed.
The studies in the early 1970s served to reinforce that future development will have significant impacts
on the water quality of the Lake. Water quality in turn has a tremendous impact on the value of the lake
as a regional and community resource.
TAKING ACTION
City leaders concluded that limiting the density and types of development within the City was necessary
to preserve and protect the Lake. To this end, in 1975 city-wide rezoning, wetland, and floodplain
ordinances were strengthened, and fully 80% of the City's land area was limited to residential lot sizes of
no less than 2 acres. A 'hardcover' ordinance was also put into effect, limiting the percentage of
impervious surface coverage for properties within 1,000 feet of the Lake.
These regulatory changes closely followed recommendations from the 1974 Surface Water Management
Plan. The result is a city that is primarily low-density residential in character. The majority of Orono
designated as “Rural Area” is generally located in the northern and central portions of the city, and is
zoned for single-family residences on lots of 2 to 5 acres.
The remaining 20%, designated as the “Urban Area,” primarily includes homes on lots of ½ to 1 acre,
with only 2% of the City devoted to commercial and industrial uses. The Urban Area includes the
Navarre commercial area and the many lakeshore homes on smaller lots in southwestern Orono, as well
as portions of the Highway 12 commercial/industrial area.
Orono's 1980 Comprehensive Plan established policies that required property in the rural 2 and 5-acre
zones to develop in a manner that did not require urban services. Metropolitan Council uses the
Metropolitan Urban Service Area or MUSA to define those areas under its planning jurisdiction that will
develop at urban density or, in unique cases, require sewer service at less than urban density. Refer to the
City’s Comprehensive plan for more information regarding the MUSA.
In addition to local regulations and policies, the EPA has established the Impaired Waters and Total
Maximum Daily Load (TMDL) program as an important component of the Clean Water Act’s
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Surface Water Management Plan February 2019 4
framework to restore and protect the nation’s waters.The program is comprised primarily of a two part
process. First, states identify waters that are impaired or in danger of becoming impaired (threatened) and
second, for these waters, states calculate and allocate pollutant reduction levels necessary to meet
approved water quality standards. Several water bodies located partially or completely within the city
boundary have been listed as impaired (see Figure 7), and Orono has been allocated pollutant reduction
levels accordingly. The Impaired Waters and TMDL Program is discussed in more detail in subsequent
chapters.
1.4 LAND USE, COMPREHENSIVE PLAN AND SPECIAL AREAS AND CONSIDERATIONS
Land use is an important factor in estimating surface water runoff, as the impervious surface associated
with each land use greatly affects the amount of runoff generated.Figure 2 exhibits existing land uses in
Orono and Figure 3 exhibits the projected land uses for the year 2040. It is presumed that continued
development will be predominantly residential with some commercial/industrial expansion around Trunk
Highway 12 and in the Navarre neighborhood. With these projections, priority areas have been identified
for future water resource improvements or enhancements. Additional information regarding existing and
planned land use in the area can be found in the City of Orono 2040 Comprehensive Plan.
FLOODPLAIN, SHORELAND AND WETLANDS
Urbanization leads to increased stormwater runoff as pervious soils are replaced by impervious pavement
and roofs. When impervious area increases, runoff volume, runoff rate, and pollution also increase
causing negative impacts to downstream water bodies. Stormwater management incorporates planning,
designing, constructing, and maintaining facilities and providing services as part of a community-wide
program in ways that avoid, minimize, and mitigate negative impacts from new construction and existing
development to the maximum extent practicable. Rate control, volume control, water quality
improvement, and conveyance are all elements of a constructed stormwater management system.
Stormwater management is related to, but differs from, floodplain, shoreland, and wetland management
programs. Floodplain management addresses federal, state, and local regulations associated with very
large storm events. Floodplain regulations govern land alteration and restrict land use within areas
specifically designated as flood prone. Shoreland management addresses state and local regulations
associated with protecting the stability and habitats of lake and river shoreland while wetland
management addresses federal, state, and local regulations that protect the hydrologic, biologic, and
functional values of wetlands.
Floodplain management occurs in Orono under the authority of City Code Chapter 78, Article VIII -
Floodplain Management. The stipulations of this ordinance apply to officially designated floodplain as
described in the most current Flood Insurance Study.Refer to the following link for more information
regarding the FEMA 100-year floodplain areas around the City.
https://msc.fema.gov/portal/advanceSearch#
Shoreland management occurs in Orono under the authority of City Code Chapter 78, Article IX -
Shoreland Management. Shoreland management classification for public water bodies are provided in
Tables 1.2 and 1.3. Refer to the following link for the City Code:
https://library.municode.com/mn/orono/codes/code_of_ordinances
City of Orono
Surface Water Management Plan February 2019 5
Table 1.2: Public Waters Classification for Lakes
OHWL
(feet)
Protected
Waters Inventory I.D. #
(1)Natural Environment (NE) lakes
Lake Classen 974.5 162-P
Dickey Lake 985.5 161-W
French Lake (South Basin only)930.0 140-P
Lydiard Lake 970.9 159-P
Lake Katrina --154-P
Wolsfeld Lake (Medina)--157-P
(2)Recreational Development (RD) lakes
Long Lake 944.3 160-P
Mooney Lake 988.0 134-P
Tanager Lake 929.4 141-P
Hadley Lake (Plymouth)961.4 109-P
(3)General Development (GD) lakes
Forest Lake 929.4 139-P
Lake Minnetonka 929.4 133-P
Table 1.3: Public Waters Classification for Streams
Tributary Name
From To
Sec.TWP R Sec.TWP R
a.Long Lake Creek 35 (Basin 160P)118 23 10 (Basin 141P)117 23
b.Wolsfeld Creek 27 (City Limit)118 23 26 (Basin 160P)118 23
c.Tributary to Wolsfeld Creek
from Holy Name Lake 26 (City Limit)118 23 27 118 23
d.Dickeys Lake Creek 27 (Basin 161P)118 23 34 (Basin 160P)118 23
e.Stubbs Bay Creek 32 (Basin 162P)118 23 5 (Basin 133P)117 23
f.Painters Creek 30 (Basin 154P)118 23 31 (City Limit)118 23
City Code Chapter 78, Article XI, - Wetlands Protection recognizes, preserves, and protects the unique
environmental, aesthetic and hydrologic function of Orono’s wetlands by regulating the use of these
wetlands. Orono’s wetland ordinance addresses the damaging effect of runoff rate and pollutant loading
on wetland vegetation and wetland fauna. Through a wetland inventory based on wetland functions and
values, Orono and MCWD have established functions and values based protection program that protects
wetlands in proportion to their susceptibility to stormwater impacts with higher levels of protection
provided for Orono’s most sensitive wetland resources.
WATER QUALITY
Orono's natural setting and proximity to the Twin Cities makes it a desirable location for both residential
development and recreational activities. As the population of Lake Minnetonka's shoreland increased,
and as recreational use grew, residents indicated a strong desire to maintain and improve the quality of
Lake Minnetonka. It has been demonstrated that surface waters, as biological systems, can be negatively
affected by increases in nutrients and toxic chemicals. Phosphorus is the nutrient most commonly
managed because it is the limiting nutrient in the growth of algae and vegetation in lakes and wetlands.
Soil erosion and sedimentation also play a significant role in poor water quality.
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Surface Water Management Plan February 2019 6
In the 1950's increasing urbanization all around Lake Minnetonka threatened to environmentally "kill"
the Lake by uncontrolled discharge of nutrients. Lake area municipalities began extending sewer systems
to eliminate individual septic system discharges, but by 1968, lake water quality was still diminishing.
The Minnesota Pollution Control Agency, together with the Lake Minnetonka Conservation District,
commissioned a study of lake pollution. Completed in 1971, the "Harza Study" (A Program for
Preserving the Quality of Lake Minnetonka) found that this nutrient input, particularly phosphorus, was
being generated from two principal sources: the seven municipal sewage treatment plants within the
watershed and urban stormwater runoff.
The first major pollution source, nutrient-rich effluent from the sewage treatment plants, was
systematically eliminated by multi-million dollar construction of regional sewer interceptors to remove
effluent from the watershed. But stormwater runoff is a different matter. Compared to point-source
sewage pollution, the collection and treatment of non-point source stormwater runoff is relatively
difficult, costly, and often impractical.
The development paradox is that if municipal services are extended into rural zones, the cost of these
services taxes the land to the point that development is required. Particularly in the case of sewers, even
if extended to existing pockets of development "to solve a pollution problem", inflation, topography and
sparse settlement combine to send costs skyrocketing. Such costs can be paid only by increasing the level
and density of new development, which in turn causes potential degradation of wetlands and increasing
levels of stormwater nutrient pollution. This spiral effect results in statistically even greater levels of
pollution than the original sewage "problem" might have generated.
The cost of solving this problem, either filtering or rerouting the stormwater, has consistently been
judged too expensive. Thus, the recommendation of many studies, as already incorporated in MPCA and
MnDNR policy, is that lakeshore density be limited and that the natural system of wetlands and marshes
be forever protected and preserved as the only practical, economic method of filtering nutrients from
stormwater runoff.
In response to the above concerns, Orono became a nationally recognized leader in the 1970’s by
promoting environmental protection. Land use planning since the 1950's has stressed the environmental
advantages of low density development. Long before the Minnesota Wetland Conservation Act (WCA)
was passed, shorelands, wetlands and natural drainage systems were preserved in Orono by tradition and
by ordinance. Orono's 2040 Land Use Plan will continue this tradition and commitment.
1.5 SWMP STRUCTURE
The Orono Surface Water Management Plan is organized as follows:
1.Introduction: offers an introduction to and purpose of the Plan, including a location map of Orono,
an overview of Orono’s land use and philosophy of ecologically based planning.
2.Physical Environment: provides an inventory of land and water resources within the City including a
description of the physical setting, available and pertinent water resources data, and important
natural and conservation areas.
3.Regulatory Setting: includes a comprehensive documentation of the regulatory agencies influencing
the management of surface water resources in Orono.
4.Major Issues, Goals and Policies: lists the goals and policies identified to address surface water
management needs in Orono.
5.Water Resources Assessment and Implementation Plan: provides an evaluation of current surface
water management and stormwater resources within Orono.
6.Administration: outlines the continued administration of this plan with respect to updates and
amendments, as well as annual reporting requirements to MCWD and the State.
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Surface Water Management Plan February 2019 7
ORONO – SURFACE WATER MANAGEMENT PLAN
2 Physical Environment
This section describes the physical setting within Orono and includes climate, precipitation, geology and
soils information. The Minnesota statute that prompts Cities to prepare local surface water management
plans requires a land and water resources inventory section. The information presented here is intended
to augment information provided by the watersheds in their own plans.
2.1 CLIMATE
Orono has a Humid Continental Climate, typified by considerable seasonal temperature differences, hot
and humid summers, and cold to extremely cold winters, and is located in USDA Plant Hardiness Zone
4b. Native vegetation has a seven month growing season (April to October) and crops have a five month
growing season (May to September). Two-thirds of the precipitation occurs during the crop growing
season, with a total of almost 31 inches annually. Refer to Table 2-1 for a 30 year average of
temperature and precipitation Data. Refer to Point Precipitation Frequency Estimates provided by the
National Oceanic and Atmospheric Administration (NOAA) Atlas 14 for estimated precipitation amounts
for specific frequencies, durations, and locations at the link listed below.
https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_map_cont.html?bkmrk=mn
Table 2.1: 1981-2010 Monthly Climate Normals (MPLS Flying Cloud AP)
Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual
Maximum Daily
Temperature (°F)
23.6 29.1 40.6 57.4 69.7 78.7 83.1 80.6 71.5 58.5 41.3 27.1 55.2
Mean Daily
Temperature (°F)
15.4 20.3 32.2 47.2 59.3 69.0 73.4 70.9 61.9 48.9 33.9 19.5 46.1
Minimum Daily
Temperature (°F)
7.2 11.4 23.9 37.1 48.9 59.2 63.8 61.3 52.2 39.3 26.5 12.0 37.0
Average
Precipitation (in.)
0.74 0.53 1.77 2.89 3.60 4.33 4.20 4.36 3.54 2.35 1.74 0.80 30.85
Source:National Oceanic and Atmospheric Administration
2.2 GEOLOGY
The geology of the region surrounding Orono is the result of two different geologic processes:
·Warm, shallow seas covered the area and created conditions for the formation of sedimentary rocks.
These formations are present as bedrock in the area.
·Glacial processes have resulted in the development of surficial geology, and therefore, the current
landforms.
The geology of the City can be generalized characterized as over 100 feet of glacial till/drift overlying
sedimentary bedrock.
BEDROCK GEOLOGY
The bedrock units present beneath the City are marine sedimentary rocks primarily of the Upper
Cambrian to Middle Ordovician ages (450 to 500± million years old). Ranging from deeper/older
bedrock to relatively shallow/younger bedrock, the geologic units present include the St.
Lawrence/Franconia formation, Jordan Sandstone, the Prairie du Chien group, and St. Peter Sandstone.
SURFACE GEOLOGY
Glacial influence on this area began around 2.5 million years ago and continued until about 10,000 years
ago. However, the landscape seen today was almost entirely influenced by activity between 30,000 and
City of Orono
Surface Water Management Plan February 2019 8
16,000 years ago. The dominant geological feature in Orono is the remnant of the deteriorating
Grantsburg sublobe of the Wisconsin glaciation, which covered the area until about 16,000 years ago.
The landscape of Orono was formed by three glacial processes:
·the Lonsdale-Lerdal Till, which left mounds of glacial drift (small rocks up to boulders) that were
“dropped out” of the glacier as it “stood still” for a period of time and then retreated
·the Emmons-Faribault Moraine formed hills where variably sized till was pushed to the edge of an
advancing glacier
·irregularly shaped depressions, referred to as “kettles”, were formed by large blocks of ice and were
filled as the ice melted
After glaciation ended, the hills were “worn down” due to natural processes, resulting in the rolling
landscape with filled depressions that became the many wetlands and water bodies seen in Orono today.
Additional geological information can be found in the Geological Atlas of Hennepin County (Minnesota
Geologic Survey, 1989).
2.3 TOPOGRAPHY AND SOILS
Most of Orono can be described as gently to steeply rolling with numerous depressions, many of which
contain wetlands. Along the shorelines of Lake Minnetonka, the terrain includes steep slopes that sharply
grade down to the shoreline, low lying areas just a few feet above lake level, or wetlands that extend
away from the main body of water. Elevations generally decrease north to south, with a high elevation of
about 1,060 feet above sea level in the northwestern part of the City to the surface elevation of Lake
Minnetonka, 930 feet above sea level.
There are three major soil associations in the City of Orono. The association in the eastern region of
Orono is Lester/Peaty Muck. This association is defined as rolling and hilly medium textured and
moderately fine textured soils that developed in glacial till. The western half of Orono consists of the
Erin/ Kilkenny/Peaty Muck association; gently undulating to hilly, medium textured and moderately fine
textured soils that developed in glacial till. Big Island in Lake Minnetonka (southeastern Orono) consists
of the Hayden/Cordova/Peaty Muck association. This soil is nearly level to rolling, medium and
moderately fine textured, developed in glacial till.
The soils within the City of Orono have generally moderate infiltration rates and create a high to
moderate susceptibility to groundwater contamination. The hydrologic soil classification map is shown in
Figure 4.
The four soil classifications are defined as follows:
Group A – These soils have high infiltration rates even when thoroughly wetted. The infiltration rates
range from 0.3 to 0.5 inches per hour. These soils consist chiefly of deep, well drained to excessively
drained sands and gravel. Group A soils have a high rate of water transmission, therefore resulting in a
low runoff potential.
Group B – These soils have moderate infiltration rates ranging from 0.15 to 0.30 inches per hour when
thoroughly wetted. Group B soils consist of deep moderately well to well drained soils with moderately
fine to moderately coarse textures.
Group C – These soils have slow infiltration rates ranging from 0.05 to 0.15 inches per hour when
thoroughly wetted. Group C have moderately fine to fine texture.
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Surface Water Management Plan February 2019 9
Group D – These soils have very slow infiltration rates ranging from 0 to 0.05 inches per hour when
thoroughly wetted. Group D soils are typically clay soils with high swelling potential, soils with high
permanent water table, soils with a clay layer at or near the surface, or shallow soils over nearly
impervious material.
Dual Hydrologic Soil Types – These include A/D, B/D, and C/D. These soils behave like D soils when
wet, and act like A, B, or C when dry.
The predominance of Type B soils in upland areas indicates moderate infiltration capacity. However, the
preponderance of Type D soils around wetlands and lakes indicates low infiltration capacity adjacent to
many of the City’s water bodies. For planning purposes, infiltration rates listed in the Minnesota
Stormwater Manual should be referenced. For design purposes, actual infiltration testing of site soils
should be performed to determine permeability rates.
2.4 SURFACE WATER RESOURCES
LAKE MINNETONKA
Surface water runoff from Orono drains to Minnehaha Creek’s upper watershed (the entire Lake
Minnetonka drainage area) and flows through parts of three MCWD subwatersheds:
1.Stubbs Bay Creek
2.Painters Creek
3.Long Lake Creek
Lake Minnetonka and its bays have a surface area of 22.6 square miles, and are listed as one of the
Minnesota Department of Natural Resources (DNR) Protected Waters. The lake drains an area of
approximately 126 square miles, has a maximum depth of 101 feet, and has an outlet/surface elevation of
approximately 930 feet.
WATER COURSES
There are six streams identified in Orono’s shoreland ordinance as protected waters within Orono. Five
of these streams are identified on the protected waters inventory for Hennepin County: Long Lake Creek,
“Wolsfeld” Creek, Tributary to “Wolsfeld” Creek, Stubbs Bay Creek and Painters Creek.Table 1.3
identifies these streams and their locations.Figure 6 provides mapping of DNR Public Waters.
LAKES
There are 12 lakes identified in Orono’s shoreland ordinance as protected waters within Orono.Table 1.2
identifies these lakes and their Public Classification, Ordinary High Water Level and Protected Waters
Identification Number.
These lakes are kettle lakes that were formed by large blocks of ice that became stationary while glacial
deposits settled around them. As the ice melted, they filled the “kettles” they had formed. As a result of
natural processes that have occurred since the end of glacial activity, mineral sediments and decomposing
plant materials were deposited in these lakes and have created their current configuration. They vary in
depth and shape, ranging from roundish to very irregular and from less than ten feet in depth to a deep
spot of 88 feet in Browns Bay on Lake Minnetonka.
WETLANDS
As stated above, a large percentage of the wetland basins in Orono developed in the depressions created
by glacial processes. Wetlands also occur in the nearly flat, sometimes extensive shoreline areas of Lake
Minnetonka. These are also considered depressional wetlands. According to Minnehaha Creek
Watershed District’s completed functional assessment of wetlands, the dominant wetland types within
Orono are shallow emergent marshes.
City of Orono
Surface Water Management Plan February 2019 10
There is also shrub, forested, fresh meadow, and shallow open water wetlands scattered throughout the
City. Generally, the USFWS Circular 39 classification of these wetlands includes Types 1 through 7.
Figure 6 shows wetlands identified by the National Wetland Inventory (NWI) and those larger wetlands
that fall under DNR jurisdiction. Additionally, MCWD performed a functional assessment of wetlands
within the watershed greater than ¼ acre in size during 2001 – 2003. Wetlands were assigned one of four
values, Preserve, or Manage 1, 2, or 3. These management classifications are used in regulating and
protecting wetlands by the District. For legal purposes, wetland boundaries must be determined by on-
site delineation, usually conducted when development occurs in lands adjacent to a wetland. MCWD’s
Functional Assessment of Wetlands can be found at the following link:
http://www.minnehahacreek.org/sites/minnehahacreek.org/files/attachments/Figure%2027%20FAW%20
by%20Classification.pdf
2.5 IMPAIRED WATERS
The Federal Clean Water Act requires states to establish water quality standards, to test surface waters,
and formally list those as "impaired" that do not meet the water quality standards. Subsequent sections
presents more detail on the impaired waters program and its relationship to Orono's stormwater
management program. A Total Maximum Daily Load (TMDL) study is the next step for an impaired
water, although it can be delayed years after identification of the impairment. The TMDL study can
result in very specific water quality obligations for Cities. Once the TMDL Study is accepted by the
MPCA, an Implementation Plan must be developed, and MS4 Cities must develop an approach to meet
the obligations identified in the TMDL Study.
Currently, several water bodies located partially or entirely within the City boundary are listed as
impaired, and three different TMDL Studies and Implementation Plans have been completed. The
Minnesota State Mercury TMDL addresses impairment due to high levels of mercury. The Twin Cities
Metropolitan Area Chloride TMDL address impairment due to high levels of chlorides. The Upper
Minnehaha Creek Watershed Nutrient and Bacteria TMDL address impairments due to high levels of
nutrients and bacteria. Impaired waters in Orono, or those receiving discharge from Orono, are
summarized in Table 2.3. Mapping of impaired waters is also depicted on Figure 7.
Table 2.3: Impaired Waters**
Waterbody/
Watercourse AUID#Listed
Pollutant
Impaired
Use
Year
Listed
Year
TMDL
Approved
Existing
Wasteload
Allowable
Wasteload
Painter Creek 07010206-
700
E. Coli Aquatic
Recreation
2010 2014 **
Forest Lake 27-0139-00 Nutrient/
Eutrophication
Aquatic
Recreation
2008 2014 118 lbs/yr 39 lbs/yr
Long Lake 27-0160-00 Nutrient/
Eutrophication
Aquatic
Recreation
2010 2014 224 lbs/yr 100 lbs/yr
Lake
Minnetonka
(Jennings Bay)
27-0133-15 Nutrient/
Eutrophication
Aquatic
Recreation
2008 2014 244 lbs/yr 92 lbs/yr
Lake
Minnetonka
(Stubbs Bay)
27-0133-12 Nutrient/
Eutrophication
Aquatic
Recreation
2008 2014 269 lbs/yr 129 lbs/yr
Lake
Minnetonka
(West Arm)
27-0133-14 Nutrient/
Eutrophication
Aquatic
Recreation
2008 2014 31 lbs/yr 3 lbs/yr
Mooney Lake 27-0134-00 Nutrient/
Eutrophication
Aquatic
Recreation
2010 2014 1 lb/yr .04 lb/yr
City of Orono
Surface Water Management Plan February 2019 11
Waterbody/
Watercourse AUID#Listed
Pollutant
Impaired
Use
Year
Listed
Year
TMDL
Approved
Existing
Wasteload
Allowable
Wasteload
Tanager Lake 27-0141-00 Nutrient/
Eutrophication
Aquatic
Recreation
2010 2014 114 lbs/yr 55 lbs/yr
Wolsfeld Lake 27-0157-00 Nutrient/
Eutrophication
Aquatic
Recreation
2010 2014 3 lb/yr 1 lb/yr
*Refer to the Upper Minnehaha Creek Watershed Nutrient and Bacteria TMDL for allowable bacteria counts per various
flow regimes.
**Refer to the City’s SWPPP for information regarding Impaired Waters and TMDLs.
2.6 MONITORING AND DATA COLLECTION
Orono does not monitor surface water resources nor is it equipped to do so. However, the City will
continue to support monitoring of surface waters within the City. Data will be obtained through
cooperation and coordination with other various agencies, including the Minnehaha Creek Watershed
District (MCWD), Minnesota Pollution Control Agency (MPCA), adjacent cities, the Three Rivers Park
District, the Metropolitan Council, and the Department of Natural Resources.
MCWD conducts its own monitoring program, which includes surface waters within the City of Orono.
The data is used to assess water bodies with the intent to identify capital improvement needs, evaluate
previous capital improvements, provide calibration for its hydrologic, hydraulic, and pollutant loading
model, and promote greater understanding of the overall health of the watershed.
MCWD uses the Ecosystem Evaluation Assessment Program (E-Grade) to evaluate shallow and deep
lakes, streams, wetlands, and uplands for biodiversity, habitat diversity, nutrient cycling, recreation, flood
control, and groundwater quality to determine the overall health of the watershed. In addition to
phosphorus and chlorophyll concentration and water clarity (data used previously to determine lake
grades by the District), E-Grades will also include data on fish, aquatic insects, and wetland vegetation to
evaluate resources.
Monitoring data from the water bodies sampled by MCWD and E-Grades are available on their website
at:www.minnehahacreek.org.
Other water quality information can be found from the Three Rivers Park District, Metropolitan Council,
and the Minnesota Pollution Control Agency on the following websites:
·Three Rivers Park District:http://www.threeriversparks.org
·Metropolitan Council:http://www.metrocouncil.org
·Minnesota Pollution Control Agency:http://www.pca.state.mn.us
2.7 GROUNDWATER RESOURCES
Water quality of surface waters can have great effect on groundwater due to the interaction via
groundwater recharge and discharge. Orono relies strictly on groundwater (aquifers) for drinking water,
and therefore, groundwater quality is equally as important as surface water quality. In the City of Orono,
there are several sources of groundwater, or "aquifers". Of these, there are three significant aquifers from
which groundwater are currently being used:
1.The quaternary (water table) aquifer, is found in glacial deposits,
2.The St. Peter aquifer, found in a layer of sandstone just below the glacial deposits, and
3.The Prairie du Chien-Jordan aquifer, found in adjoining dolomite-sandstone below the St. Peter
formation.
City of Orono
Surface Water Management Plan February 2019 12
Most private wells, along with those of the City, draw water from the Prairie du Chien-Jordan complex.
The St. Peter and quaternary aquifers are utilized primarily as domestic well sources. Well yields and
water table elevations in the quaternary aquifer are dependent on local conditions.
In this part of Hennepin County, groundwater flow in the Prairie du Chien-Jordan aquifer is generally to
the east/southeast. Groundwater elevations through Orono are about 900 feet (as compared to surface
elevations of 930 to 1,060 feet).
In the quaternary aquifer, groundwater flow is generally oriented from northeast to southwest to about
the middle of Long Lake, and then generally north to south. This may vary locally due to the influence of
surface water bodies, the effects of wells, and areas of high aquifer recharge. Elevations of groundwater
range from about 970 feet in the northeast corner to 930 at the Lake Minnetonka shoreline.
In addition to the known aquifers, areas of perched groundwater have been encountered. Perched
groundwater occurs above deposits of low-permeability clay or silt. The clay or silt deposits are
apparently not extensive. Perched groundwater often intersects the ground surface to create wetlands or
ponds.
WELLHEAD PROTECTION
The Safe Drinking Water Act requires states to implement protection programs to prevent contamination
of public drinking water sources. Therefore, the Minnesota Department of Health requires public water
suppliers to delineate and manage Wellhead Protection Areas (WHPA) surrounding public water sources.
Orono has an approved Wellhead Protection Plan and designated WHPA and Drinking Water Supply
Management Area (DWSMA) boundaries. Orono’s DWSMA has a very low to low vulnerability to
contamination. However, the City should review potential developments within these areas to ensure
incompatible industries or activities are not located where they will affect water quality of the existing
wells. Incompatible activities may include infiltration Best Management Practices in close proximity.
Additional information regarding groundwater resources can be found in the City’s Wellhead Protection
and Water Supply Plans. Also, information regarding DNR permitting for each City well, its location,
permitted volume, and number of gallons withdrawn each year can be downloaded from the DNRs
website at www.dnr.state.mn.us.
2.8 ECOLOGICAL RESOURCES
MLCCS AND MCBS
The Minnesota Land Cover Classification System, or MLCCS, categorizes urban and built up areas in
terms of land cover rather than land use. MLCCS serves as a tool for City staff to integrate land cover
preservation into land planning, land use, and zoning decisions.Figure 5 provides MLCCS coverage for
Orono. Natural land cover in Orono is dominated by planted and cultivated vegetation or herbaceous
vegetation. Orono's planted and cultivated vegetation consists primarily of golf courses, large estate
lawns and pasture, while herbaceous vegetation generally occurs in wetland and wetland fringe areas.
The Minnesota County Biological Survey (MCBS) began in 1987 as a systematic survey of rare
biological features on a county by county basis. The survey for Hennepin County is complete and the
Hennepin County map is available on the DNR website.
According to the County Biological Survey, a natural community is a certain assemblage of flora and
fauna that have a unique set of characteristics. Examples are a "dry prairie", or in Orono, an area of
"maple-basswood forest" (big woods). Areas that may not be dominated by a natural community can
nonetheless be considered important areas.
City of Orono
Surface Water Management Plan February 2019 13
There may be individual occurrences of rare, threatened, or endangered species that can also be
considered valuable resources yet are not identified by the survey. For Orono, the County Biological
Survey map for Hennepin County lists the following important resources.
1.A small portion of maple-basswood forest and cattail marsh within Baker Park Reserve in the very
northwest part of the City.
2.A maple-basswood forest referred to as Lowry Woods near the middle/western edge of the City.
3.Noerenberg Memorial Park and Garden along the northern and eastern shores of Crystal Bay and
Maxwell Bay, respectively.
4.A small wet meadow and maple-basswood forest on Big Island. There are also two Element
Occurrence records (EO) of state or federally listed animals, and one EO of a state or federally listed
plant on Big Island.
5.An EO for a state or federally listed animal on the west shore of Carman Bay, and one on the
boundary between Orono and Tonka Bay along Highway 19.
6.Two state or federally listed EOs at the channel between Crystal Bay and North Arm.
7.The Ferndale Marsh, owned by The Nature Conservancy at the eastern edge of the City, just south of
Hwy 15.
8.Maple-basswood forest, wet meadow, mixed hardwood swamp, tamarack swamp, and three listed
EOs in the Wood-Rill State Scientific and Natural Area (SNA) in the northeastern corner of the City.
9.Maple-basswood and lowland hardwood forests in the portion of the Wolsfeld Woods SNA in Orono
along its middle/northern boundary.
There may be other “remnant” natural communities, and EOs do not necessarily represent existing
occurrences of plant or animal species. However, the DNR should be consulted prior to any construction
activities at or near these locations.
SCIENTIFIC AND NATURAL AREAS
The Wolsfeld Woods and Wood-Rill Scientific and Natural Areas (SNA) are located in Orono. The
MnDNR manages these and all other SNAs in Minnesota. Minnesota statute stipulates that any water
within an SNA is an Outstanding Resource Value Water or ORVW. Specifically, Minnesota Rule
7050.0180 on Nondegradation for Outstanding Resource Value Waters prohibits discharge from the
City’s stormwater system to Wolsfeld Woods and Wood-Rill. Additionally, Orono is not allowed any
new or expanded discharges to these SNAs since the date they were established. Refer to the City’s
Comprehensive Plan for more information on natural areas, open space, and regionally significant
ecological areas.
KEY CONSERVATION AREAS
The Minnehaha Creek Watershed District (MCWD) has prepared a map identifying key conservation
areas found throughout the District. The map identifies several areas within the City of Orono. These key
conservation areas consist of wetland complexes and adjacent high priority uplands. The District's
strategy in preserving these areas ranges from outright acquisition of high value resources to land owner
assistance for enrolling property in conservation programs. Orono’s role is to assist MCWD in
preserving these areas through municipal planning and zoning authority. The City will be able to use
these mapped conservation areas, along with the MLCCS and MCBS data as a tool to integrate
preservation of natural resources, including upland areas, into land planning, land use, and zoning
decisions. The map of the Key Conservation Areas can be found on the districts website under their
comprehensive water resource management plan at:http://www.minnehahacreek.org.
Public Park and Open Space
The City of Orono has a number of areas designated for park and open space within its corporate
boundaries, owned and controlled by a variety of entities, including the City, Hennepin County, Three
Rivers Park District, the State of Minnesota, and private owners. The typical uses at these facilities may
include recreation, walking, swimming, and passive uses. A number of these areas have been set aside in
City of Orono
Surface Water Management Plan February 2019 14
conservation easements or are designated to have minimal to limited development that will result in
preservation of natural areas and provide both ecological and water quality benefits. In addition,
dedication of fees to support park, recreation or conservation land acquisition are required for new
development. Fees are outlined in the City’s Fee Schedule available on the City’s website. Refer to the
City’s Comprehensive Plan for more information on parks.
2.9 POTENTIAL POLLUTANT SOURCES
Potential environmental hazards within the City include known and potential sources of soil
and groundwater contamination listed by the Minnesota Pollution Control Agency (MPCA) and
wells.
Known and Potential Sources of Soil and Groundwater Contamination: The MPCA
maintains a database of sites with known or potential soil and groundwater contamination,
including Superfund candidate sites, contaminated soil treatment facilities, leak sites, petroleum
brownfields, state assessment sites, and voluntary investigation and cleanup sites. The database
contains sites that have already been investigated and cleaned up, sites currently enrolled in
MPCA cleanup programs, and sites suspected of contamination but found to be clean after
investigation. For the most current information, sources can be reviewed on the MPCA’s
website at the following link:
https://www.pca.state.mn.us/data/whats-my-neighborhood
Wells: Wells are common place in Orono, and when properly installed, they pose no threat for
potential contamination of groundwater. However, if improperly installed or abandoned, wells
can provide a conduit for pollutants to enter groundwater. The DNR maintains an Index of
known wells, some of which have been properly abandoned and sealed. However, those still in
operation or abandoned but not properly sealed may allow for contamination of aquifers.
City of Orono
Surface Water Management Plan February 2019 15
CITY OF ORONO – SURFACE WATER MANAGEMENT PLAN
3 Regulatory Setting
This section describes the City’s current stormwater management programs and practices and the
agencies and organizations having roles in the City’s stormwater and surface water management
activities.
3.1 STATE-WIDE REGULATION
NPDES MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)PERMIT
Since 2003 Orono has operated its stormwater management program under a permit issued by the
Minnesota Pollution Control Agency (MPCA). This permit is called the Municipal Separate Storm Sewer
Systems (MS4) Permit and authorizes Orono to discharge stormwater to waters of the state under certain
conditions. Under its permit coverage, Orono must implement a Stormwater Pollution Prevention
Program (SWPPP) to addresses the MS4 Permits six minimum control measures, as listed below:
1) Public education 4) Construction site runoff control
2) Public involvement 5) Post-construction runoff control
3) Illicit discharge detection and elimination 6) Pollution prevention in municipal operations
The City’s SWPPP contains several Best Management Practices within each of the listed control
measures. These were identified using a self-evaluation and input process with City staff. Many of the
goals and policies discussed in this local surface water management plan are directly related to
requirements listed in the NPDES program. As a result, the implementation section of this plan
references items listed in the City’s SWPPP. Additional information regarding the City’s SWPPP can be
found at the following location:
http://www.ci.orono.mn.us/index.asp?Type=B_BASIC&SEC={9F03E94A-D39F-4B40-BEFC-
DDE3E263F6CF}&DE={BD839B37-D57F-4DF0-971B-7B79283E9450}
IMPAIRED WATERS AND TOTAL MAXIMUM DAILY LOADS
The Federal Clean Water Act requires states to establish water quality standards, to test surface waters,
and formally list those as "impaired" that do not meet the water quality standards. Subsequent sections
presents more detail on the impaired waters program and its relationship to Orono's stormwater
management program. A Total Maximum Daily Load (TMDL) study is the next step for an impaired
water, although it can be delayed years after identification of the impairment. The TMDL study can
result in very specific water quality obligations for Cities. Once the TMDL Study is accepted by the
MPCA, an Implementation Plan must be developed, and MS4 Cities must develop an approach to meet
the obligations identified in the TMDL Study.
Currently, several water bodies located partially or entirely within the City boundary are listed as
impaired, and three different TMDL Studies and Implementation Plans have been completed. The
Minnesota State Mercury TMDL addresses impairment due to high levels of mercury. The Twin Cities
Metropolitan Area Chloride TMDL address impairment due to high levels of chlorides. The Upper
Minnehaha Creek Watershed Nutrient and Bacteria TMDL address impairments due to high levels of
nutrients and bacteria. Impaired waters in Orono, or those receiving discharge from Orono, are
summarized in Table 2.3.
Orono will reduce pollutant loading to address impairments outlined in TMDLs via their Erosion and
Sediment Control (ESC) inspection and enforcement program, by means of constructed stormwater
management facilities, and through their street and storm sewer maintenance program. Additional
City of Orono
Surface Water Management Plan February 2019 16
information regarding TMDL requirements and tracking can be found in the City’s SWPPP at the link
provided above.
OUTSTANDING RESOURCE VALUE WATERS
Coverage under the MPCAs MS4 General Permit authorizes Orono to discharge stormwater into
Minnesota’s waters through its Municipal Separate Storm Sewer System (MS4). The permit does not
allow new and expanded discharges to restricted waters as defined by Minnesota rules (7050.0180)
unless prudent and feasible alternatives to the new and expanded discharge do not exist. The only rule-
listed restricted waters that exist in Orono are the two Scientific and Natural Areas (SNA): Wolsfeld
Woods and Wood Rill.
NPDES CONSTRUCTION ACTIVITY PERMIT
In compliance with the provisions of the Clean Water Act, the MPCA issues a general NPDES permit to
authorize the discharge of stormwater from construction activity. The Construction Activity Permit does
not allow new or expanded discharges to Outstanding Resource Value Waters nor does it allow
discharges to waters identified as impaired unless certain conditions are met. For projects that have a
discharge point on the project that is within one mile of, and flows to, an impaired water, the permit
requires additional water quality treatment and also requires that a portion of this treatment occur through
infiltration. According to the permit, certain site conditions such as lack of separation to seasonally
saturated groundwater, proximity to bedrock, poor soils, and contaminated soils can eliminate the
infiltration requirement. The permit does not include language that eliminates the infiltration requirement
for industrial sites and drinking water source protection areas, though the Minnesota Stormwater Manual
(produced by the MPCA) supports exemptions in these two cases, as well, and the Minnesota Department
of Health guidance for infiltration supports an approach that is protective of drinking water supplies.
NPDES INDUSTRIAL ACTIVITY STORMWATER PERMIT
The Minnesota Pollution Control Agency (MPCA) issues a general NPDES permit that authorizes the
discharge of stormwater for certain industrial activities. This permit covers a multitude of industrial
facilities where the exposure of chemicals and other pollutants creates the potential for contaminated
runoff to enter surface and groundwater resources. Much like the MS4 permit and the Construction
Activity Permit, Industrial Stormwater Permit holders must develop a Stormwater Pollution Prevention
Plan, or SWPPP, that describes control measures to prevent pollutant discharges. As a means of avoiding
the permit requirements, industrial facilities can certify a “No Exposure” condition, whereby all
significant industrial materials and activities are protected from rain, snow, snow-melt and runoff through
a storm resistant shelter.
3.2 LOCAL REGULATION
Local regulation occurs through the cooperative efforts of Orono and the Minnehaha Creek Watershed
District (MCWD).Table 3.1 describes the mechanisms by which this local regulation is applied.
Table 3.1: Regulatory Mechanisms
Official
Control Responsibility Mechanism
Erosion and
Sediment
Control
City, MCWD
·NPDES MS4 Permit – Orono Stormwater Pollution
Prevention Program (SWPPP)
·NPDES Construction Permit
·NPDES Multi-Sector Permit
·Orono City Code: Chapter 79 – Construction Site
Runoff Control. Building Permits incorporate Chapter
79 requirements.
·MCWD Erosion Control Rule
City of Orono
Surface Water Management Plan February 2019 17
Shoreland City, MCWD
·Orono City Code: Chapter 78. Article IX – Shoreland
Management
·MCWD Shoreline and Streambank Stabilization Rule
Floodplain City, MCWD, DNR
·Orono City Code: Chapter 78. Article VIII –
Floodplain Management
·MCWD Floodplain Alteration Rule
Wetlands
DNR, USACE, and
Technical Evaluation
Panel (TEP)
Members: BWSR &
MCWD or HCD
·Orono City Code: Chapter 78. Article XI – Wetlands
Protection
·MCWD Wetland Protection Rule
·Wetland Conservation Act – MCWD is LGU
Illicit
Discharge City
·Orono City Code: Chapter 14. Article III. Division 5.
Subdivision 5 – Stormwater Illicit Discharge and
Illicit Connection
·MS4 Permit – SWPPP Illicit Discharge Detection and
Elimination Program
·MCWD Illicit Discharge Rule
Stormwater
Runoff
Management
City, MCWD
·NPDES Construction Permit
·NPDES Multi-Sector Permit
·Orono City Code: Chapter 78. Article X. Division 6.
Section 78-1579 – Drainage
·MCWD Stormwater Management Rule
·MCWD Waterbody Crossings and Structures Rule
Groundwater City, MCWD, MDH ·Orono Wellhead Protection Plan
·MCWD Appropriations Rule
Dredging MPCA, MCWD,
DNR, USACE
·NPDES Construction Permit
·MPCA – Managing Dredge Materials and Managing
Stormwater Sediments
·MCWD Dredging Rule
Natural Area
Preservation City ·Orono City Code: Chapter 78. Article XII –
Conservation Design
3.3 CITY OF ORONO
The City is in charge of all Orono’s public facilities, and the Public Works crew maintains city roads,
parks, sanitary and storm sewers, and conducts periodic improvements to address water quality issues
such as erosion repair and pond dredging. Refer to the City’s SWPPP for the storm drainage system
mapping and inventory, illicit discharge and elimination program, enforcement response procedures,
facilities operation and maintenance, pond assessments and management, inspections, and employee
training. The Public Works Department, City Engineer, and City Planner coordinate with Minnehaha
Creek Watershed District and other outside agencies in water resource management and conservation.
The Orono Planning Commission manages comprehensive planning. The City’s municipal code is
available on the City’s website at http://www.ci.orono.mn.us.
The City of Orono has several ordinances that regulate development, redevelopment, and aspects of
surface water management. Chapter 79 provides Orono with a Construction Site Runoff Control
Ordinance consistent with the NPDES Construction Activity Permit. This ordinance includes an
enforcement process providing for right of entry, letter of warning, notice of violation, and emergency
corrective action in an escalating series of steps leading to specific penalties. Penalties for
noncompliance include stop work orders, withholding building inspections and certificates of occupancy,
City of Orono
Surface Water Management Plan February 2019 18
revocation of permits, direct correction by the City, action against financial security, and ultimately
misdemeanor charges leading to fines, imprisonment or both. The ordinance provisions pertain to
projects that disturb one acre or more or involve excavation or grading of 25 cubic yards or more in non-
shoreland areas and 10 cubic yards or more in shoreland areas.
Orono’s Floodplain and Shoreland Ordinances, City Code Chapter 78, include provisions for the
protection of these lands. Since 1975, Orono has regulated hardcover on properties within 1,000 feet of
lakes through its shoreland ordinance. In 1992, hardcover regulations were added for properties within
300 feet of Painters, Long Lake, Wolsfeld, Stubbs Bay, and Dickey Lake creeks. Hardcover is any
surface that does not allow direct absorption of rainfall into the ground. Limiting hardcover helps
improve water quality and promotes aquifer recharge.
The shoreland ordinance also stipulates setbacks and minimum lot sizes for properties within the defined
shoreland overlay district. All this information is provided to project proposers through the City building
permit application.
Chapter 78 also provides for the protection of wetlands. However, since all wetlands within the City are
within the Minnehaha Creek Watershed District (MCWD) and in an effort to avoid overlapping or
conflicting regulations, the City defers jurisdiction for the regulation of wetlands to the Minnehaha Creek
Watershed District. If application of MCWD regulations is in conflict with city regulations, the
Watershed District requirements shall apply.
The City is currently assessing Stormwater Ponds through its MS4 Program. However, the assessment
for the entire City has not been completed as of November 2018. The City intends to complete the initial
phase of assessment (identify stormwater treatment basins and responsibility) for the entire City by the
end of 2019. Once the initial phase is completed, the City intends to begin review of effectiveness and
maintenance needs of each individual facility.
For private storm sewer infrastructure, the City includes provisions within developer’s agreements for
each project. These provisions include long term operation and maintenance requirements appropriate for
the specific system. Orono constructs developer’s agreements that outline requirements for privately
owned stormwater facilities. Provision for these private infrastructure maintenance agreements are part of
the City’s SWPPP.
MCWD is responsible for local administration of Construction Site Runoff Control, Permanent
Stormwater Management, and the Wetland Conservation Act in Orono. For projects that do not meet
MCWD thresholds for their rule requirements, Orono will review these projects with a philosophy of
seeking phosphorus reduction through BMP implementation whenever such implementation is feasible
and cost effective. At a minimum, any proposed improvements will be required to limit proposed peak
stormwater runoff rates for the 2, 10, and 100 year, 24 hour events to existing peak rates for the same
events and subject to the minimum criteria outlined in the NPDES MS4, Construction Activity, and
Multi-Sector permits as applicable.
3.4 MINNEHAHA CREEK WATERSHED DISTRICT (MCWD)
In 1955, the Minnesota State Legislature established the Watershed Act. This act provided the means to
create watershed districts, special purpose units of local government with broad authority to regulate land
use planning, flood control and conservation issues.
In 1982, the legislature approved the Metropolitan Surface Water Management Act, Chapter 103B of
Minnesota Statutes. This act requires all metro-area local governments to address surface water
management through participation in a Watershed Management Organization (WMO). A WMO can
City of Orono
Surface Water Management Plan February 2019 19
be organized as a watershed district, as a Joint Powers Agreement (JPA) among municipalities, or as a
function of county government. The City of Orono’s surface water flows to one watershed: the
Minnehaha Creek Watershed District (MCWD). This agency has authority for review and approval of
this Surface Water Management Plan.
MCWD was formed in 1967 and covers portions of numerous cities and townships in Hennepin and
Carver counties. These cities and townships include: Chanhassen, Deephaven, Excelsior, Golden Valley,
Greenwood, Hopkins, Independence, Laketown Township, Long Lake, Orono, Medina, Minneapolis,
Minnetonka, Minnetonka Beach, Minnetrista, Mound, Orono, Plymouth, Richfield, St. Bonifacius, St.
Louis Park, Shorewood, Spring Park, Tonka Bay, Watertown Township, Wayzata, and Victoria. MCWD
covers the entire area in Orono.
MCWD Water Management Plan (WMP). Through its Water Management Plan (WMP/Plan) the
Minnehaha Creek Watershed District (MCWD/District) has defined its role as a regional water planning
agency and incorporates a subwatershed focus to address areas of significant resource needs with a level
of complexity that requires sustained effort and coordination across multiple partners. Through sustained
focus, the District is able to develop a thorough understanding of issues and drivers, build relationships,
identify opportunities and coordinate plans and investments with its partners for maximum natural
resource and community benefit. While operating on a subwatershed scale, focused within priority areas
indicated in its WMP, the MCWD is remaining responsive to its communities District-wide by providing
technical resources, regulatory coordination, and in some cases funding. MCWD partnership and level of
response is driven by early coordination of land use planning through the implementation of the
coordination plan.
The Minnehaha Creek Watershed District’s (MCWD) approach to water resource planning recognizes
the environmental, social and economic value created when built and natural systems work in harmony.
Through its WMP the MCWD emphasizes early coordination of land use and water resources planning
with Cities to integrate water resources goals with other public and private goals to add this broader value
and quality of life to the community.
3.5 HENNEPIN COUNTY
Hennepin County Department of Environmental Services provides technical assistance to county
residents, local government units, watershed organizations, and other agencies. They have assisted local
governments with implementation of natural resource management plans, the Wetland Conservation Act,
natural resource education, and application of sound natural resource practices. Their programs are
funded through County allocation, grants, and contracts with local government units, contracts with
watershed organizations, and state and federal cost share.
3.6 THREE RIVERS PARK DISTRICT
Three Rivers Park District is an independent, special park district established by the State Legislature in
1957. As a special park district, Three Rivers Park District is charged with the responsibilities of
acquisition, development and maintenance of large park reserves, regional parks and regional trails for
the benefit and use of the citizens of suburban Hennepin County, Scott County, the metropolitan areas,
and the State of Minnesota.
The Three Rivers Park District is also responsible for managing the Park District's water resources in
cooperation with the surrounding communities and watershed management organizations in a way that is
environmentally-responsible and that will maintain lake water quality at or above the levels experienced
in 1989. Park District land within the City of Orono includes the Lake Independence and Dakota Rail
Regional Trails, Noerenberg Memorial Gardens, Baker Park Reserve, and Big Island.
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3.7 METROPOLITAN COUNCIL
Established by the Minnesota Legislature in 1967, the Metropolitan Council is the regional planning
organization for the Twin Cities, seven-county area. The Council manages public transit, housing
programs, wastewater collection and treatment, regional parks, and regional water resources. Council
members are appointed by the Minnesota Governor.
The Metropolitan Council reviews municipal comprehensive plans, including this Surface Water
Management Plan. The Council adopted the Water Resources Management Policy Plan in 2015,
establishing the expectations to be met in local plans. The Council’s goals focus on water quality
standards and pollution control, “to reduce the effects of non-point source pollution on the region’s
wetlands, lakes, streams and rivers.”
3.8 STATE BOARD OF SOIL AND WATER RESOURCES (BWSR)
The BWSR works through local government agencies to implement Minnesota’s water and soil
conservation policies. The BWSR is the administrative agency for soil and water conservation districts,
watershed districts, watershed management organizations, and county water managers. The BWSR is
responsible for implementation of the Metropolitan Surface Water Management Act and the Wetland
Conservation Act. Staff members are located in eight field offices throughout the state.
First established in 1937 as the State Soil Conservation Committee, the agency became part of the
University of Minnesota in the 1950’s, transferred to the Department of Natural Resources in 1971, and
then transferred to the Department of Agriculture in 1982. In 1987, the State Legislature established the
current Board of Water and Soil Resources. The Board consists of 17 members, appointed by the
governor to four-year terms. Multiple state and local agencies are represented on the Board.
In 1992, the BWSR adopted rules (8410), establishing the required content for Surface Water
Management Plans.
3.9 MINNESOTA POLLUTION CONTROL AGENCY (MPCA)
The MPCA is the state’s lead environmental protection agency. Created by the State Legislature in 1967,
the MPCA is responsible for monitoring environmental quality and enforcing environmental regulations
to protect the land, air and water. The MPCA regulates Orono’s management of wastewater, stormwater,
and solid waste. The MPCA is the permitting authority in Minnesota for the National Pollutant
Discharge Elimination System (NPDES) permits.
3.10 MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR)
Originally created in 1931 as the Department of Conservation, the DNR has regulatory authority over the
natural resources of the state. DNR divisions specialize in waters, forestry, fish and wildlife, parks and
recreation, land and minerals, and related services. The Division of Waters administers programs in lake
management, shoreland management, dam safety, floodplain management, wild and scenic rivers, the
Public Waters Inventory (PWI), and permitting of development activity within public waters.
3.11 MINNESOTA DEPARTMENT OF HEALTH (MDH)
The MDH manages programs to protect the public health, including implementation of the Safe Drinking
Water Act. The MDH has regulatory authority for monitoring water supply facilities such as water wells,
surface water intakes, water treatment, and water distribution systems. The MDH also is responsible for
the development and implementation of the wellhead protection program.
3.12 MINNESOTA ENVIRONMENTAL QUALITY BOARD (EQB)
The EQB is comprised of five citizen members and the heads of ten state agencies that play an important
role in Minnesota’s environment and development. The EQB develops policy, creates long-range plans
and reviews proposed projects that may significantly influence Minnesota’s environment.
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3.13 MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT)
Within the City, MnDOT administers state highway systems. MnDOT approval is required for any
construction activity within state right-of-ways. MnDOT also administers a substantial amount of
funding for transportation projects completed in the City. Anticipated activities of MnDOT are
periodically published in their State Transportation Improvement Plan (STIP).
3.14 U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)
The EPA develops and enforces the regulations that implement environmental laws enacted by Congress;
however, the MPCA bears responsibility for implementing many of the resulting programs within
Minnesota. The NPDES program, the Impaired Waters List, and the Nondegradation Review are all the
result of the Clean Water Act, administered by the EPA.
3.15 U.S. ARMY CORPS OF ENGINEERS (USACE)
Under Section 404 of the Clean Water Act, including subsequent modifications, the EPA and the USACE
regulate the placement of fill into all wetlands of the U.S. In 1993, there was a modification of the
definition of "discharge of dredged material” to include incidental discharges associated with excavation.
This modification meant that any excavation done within a wetland required the applicant to go through
Section 404 permitting procedures. In 1998, however, this decision was modified so that excavation in
wetlands is now regulated by the USACE only when it is associated with a fill action.
3.16 FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA)
FEMA manages federal disaster mitigation and relief programs, including the National Flood Insurance
Program (NFIP). This program includes floodplain management and flood hazard mapping. FEMA
published the initial Flood Insurance Rate Map (FIRM) for Orono in 2004. The Flood Insurance Study
was updated in 2016.
3.17 NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
The Natural Resources Conservation Service (NRCS) is a division of the U.S. Department of
Agriculture. Formerly named the Soil Conservation Service (SCS), the NRCS provides technical advice
and engineering design services to local conservation districts across the nation. The Soil Survey of
Hennepin County Minnesota was published by the Soil Conservation Service in 1974. The SCS also
developed hydrologic calculation methods that are widely used in water resources design.
3.18 U.S. GEOLOGICAL SURVEY
The USGS provides mapping and scientific study of the nation’s landscape and natural resources. USGS
maps provide the basis for many local resource management efforts.
3.19 U.S. FISH AND WILDLIFE SERVICE
The USFWS works to conserve and protect the nation’s fish, wildlife, plants and habitat. The USFWS
developed the National Wetlands Inventory (NWI) beginning in 1974, to support federal, state and local
wetland management work.
3.20 WATER RESOURCE AGREEMENTS
Below is a summary of formal agreements and “standard operating procedures” currently in place:
·With the Cities of Wayzata and Plymouth
o North Ferndale – date of agreement is August 9, 1999
·With the Cities of Medina and Long Lake and with MCWD
o Long Lake Creek Watershed Partnership – date of agreement is April 25, 2016
·With MCWD
o MOU for Water Planning and Regulation – date of MOU is November 4, 2010
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o Programmatic Maintenance Agreement – date of agreement is June 21, 2017
o Big Island Nature Park Management Plan
·Private Roads
o Agreements are required to define drainage associated with private roads to be managed and
maintained by the owners; if maintenance falls short, the City performs the work and then
charges the owners involved.
·Subdivisions
o Since 2010, most drainage easements have been written with some level of maintenance
obligation in place.
·Big Island Conservation Easement
o Date of easement is March, 2006
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CITY OF ORONO – SURFACE WATER MANAGEMENT PLAN
4 MAJOR ISSUES, GOALS, AND POLICIES
The City of Orono highly values the natural resources within its jurisdiction and seeks to
protect surface and groundwater storage systems, effectively manage expenditures to correct
flooding and water quality problems, prevent erosion into surface waters, promote groundwater
recharge, enhance wildlife habitats and water recreational facilities, and improve the water
quality of all water resources. Therefore, the following issues requiring action have been
described, and each issue is followed by the City’s goal, specific policies, and implementation
strategies.
4.1 Surface Water Management
Issues
4.1I Poor management of surface water resources can lead to flooding and low water
quality.
Goal
4.1G Maintain or improve the physical, chemical, biological, and aesthetic condition of
surface water resources.
Policies
4.1.1P Continue to administer and maintain the Shoreland Management ordinance in
accordance with state regulations.
4.1.2P Continue to administer and maintain the Floodplain Management ordinance in
accordance with state regulations.
4.1.3P Evaluate and correct flooding issues on City property as necessary to protect public
safety and minimize potential for property damage.
4.1.4P Provide support to landowners in evaluating and correcting localized flooding issues.
4.1.5P Prioritize restoration of eroded areas on natural streams, creeks, wetlands, and lakes on
City property.
4.1.6P Promote water quality improvement, runoff volume reduction, and additional storage
through wetland and stream restoration, natural area preservation, ponding, infiltration,
filtration, impervious surface management, reuse, and other localized stormwater
treatment.
4.1.7P Evaluate outlet control structures under City authority for performance and work with
landowners, MCWD, and/or the Minnesota Department of Natural Resources
(MnDNR) to replace or repair the structures if needed.
4.1.8P Promote education regarding the benefits of proper surface water resources
management.
Implementation Strategies
4.1.1S The City will continue to administer the Shoreland Management ordinance in
accordance with state and county requirements.
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4.1.2S The City will continue to administer the Floodplain Management ordinance in
accordance with state and county requirements.
4.1.3S The City will continue to monitor and evaluate flooding issues on City property as
necessary to protect public safety and minimize potential for property damage. Flood
improvement projects identified will be prioritized based on available funds, feasibility,
potential project partners, and benefits provided. Once projects are identified, this plan
will be updated to list projects in Section 5.0
4.1.4S The City will provide assistance to landowners in evaluating localized flooding issues.
If potential flooding will damage nearby dwellings or cause significant erosion and
sedimentation, the City will partner with the landowner to correct drainage as feasible.
The City’s contribution will be in the form of engineering recommendations. If a public
benefit for the improvement exists, the City will consider cost participation. Approval
of cost participation improvements will be by City Council.
4.1.5S Stream and shoreline restoration sites on City property will be identified and
prioritized. Restorations will consider available funds, feasibility, possible project
partners, benefits provided, bioengineered solutions, and TMDL Implementation Plans.
Once restoration areas are identified, this plan will be updated to list the sites in
Section 5.0.
4.1.6S In order to provide water quality improvement, runoff volume reduction, and additional
storage, wetland and stream restoration, natural area preservation, ponding, infiltration,
filtration, impervious surface management, reuse, and other localized stormwater
treatment sites will be identified and prioritized. Sites will consider available funds,
feasibility, possible project partners, benefits provided, bioengineered solutions, and
TMDL Implementation Plans. Once sites are identified, this plan will be updated to list
the sites in Section 5.0.
4.1.7S Outlet control structures under City authority will be evaluated for condition and
performance and prioritized for repair or replacement. Evaluations will consider design
outflows and design outlet elevations as well as available funds, feasibility, possible
project partners, benefits provided, bioengineered solutions, and TMDL
Implementation Plans. Once sites are identified, this plan will be updated to list the
structures in Section 5.0. Structures under the authority of the City will be maintained
regularly by City staff and repaired or replaced when performance is evaluated as
unacceptable. For structures not under the authority of the City, the City will work
with MCWD and MnDNR with the following activities: resolve conflicts between
riparian landowners and/or the public, assist with modeling to determine appropriate
outflow rate and outlet elevations, assist with structure design and construction, and
provide support with maintenance.
4.1.8S Goals, policies and implementation strategies for Surface Water Management will be
incorporated into the education programs identified in the City’s SWPPP.
4.2 Impaired Waters
Issues
4.2I Currently, several water bodies located partially or entirely within the City boundary
are listed as impaired. Impaired waters in Orono, or those receiving discharge from
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Surface Water Management Plan February 2019 25
Orono, are summarized in Table 2.3. Mapping of impaired waters is also depicted on
Figure 7
Goal
4.2G Develop and implement practices as necessary to reduce pollutant loads for waters that
do not meet Total Maximum Daily Loads (TMDLs) as approved by the EPA.
Coordinate City efforts with applicable Implementation Plans as approved by the
Minnesota Pollution Control Agency.
Policies
4.2.1P Reduce pollutant loading to Impaired Waters in order to restore water quality to State
standards.
4.2.2P Promote education regarding the benefits of pollutant load reduction.
Implementation Strategies
4.2.1S The City adopts the completed TMDLs and Implementation Plans into this plan by
reference and as listed below. This plan will also be updated to incorporate any
TMDLs approved in the future.
-Minnesota State Mercury TMDL and Implementation Plan
-Twin Cities Metropolitan Area Chloride TMDL and Implementation Plan
-Upper Minnehaha Creek Watershed Nutrient and Bacteria TMDL and
Implementation Plan
Refer to individual TMDLs for more detailed information regarding allocations and
required reductions. Management of Waste Load Allocations assigned in TMDLs will
be provided through the City’s SWPPP in accordance with MS4 Permit requirements.
4.2.2S Goals, policies and implementation strategies for Impaired Waters will be incorporated
into the education programs identified in the City’s SWPPP.
4.3 Urban Stormwater Management
Issues
4.3I Land development substantially increases the rate and volume of surface water runoff
due to the increase in impervious surfaces. Unmanaged runoff increases sedimentation,
pollution, erosion, and flooding downstream and decreases groundwater recharge.
Goal
4.3G Minimize and mitigate the impacts of urban stormwater runoff on water resources.
Policies
4.3.1P Continue to administer and maintain the National Pollutant Discharge Elimination
System (NPDES) requirements as they apply to the City of Orono.
4.3.2P Apply regulatory standards that help the City meet its goal for Urban Stormwater
Management.
4.3.3P Prioritize potential stormwater management projects that will decrease local runoff
rates and volumes and improve water quality.
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Surface Water Management Plan February 2019 26
4.3.4P Maintain the storm drainage system using the practices described in this plan. Public
Works Department would be responsible for maintaining system.
4.3.5P Maintain roads using the practices described in this plan. Public Works Department
would be responsible for maintaining roads.
4.3.6P Maintain City’s database for stormwater related data, such as location and type.
4.3.7P Promote education regarding the benefits of proper urban stormwater management.
Implementation Strategies
4.3.1S Any project within the City boundary that requires a NPDES CSW permit must provide
a copy of the permit to the City prior to any work. Any facility required to obtain a
Multi-Sector permit will be required by the City to do so in accordance with MPCA
requirements. The City will continue to maintain its MS4 permit in accordance with
State requirements. In addition, a maintained copy of this plan is the first step in being
prepared for potential future NPDES requirements.
4.3.2S Rely on the water resource management standards set forth by the Minnehaha Creek
Watershed District (MCWD), and provide the necessary resources for the
implementation of those standards and this Surface Water Management Plan. Employ
staff or a consultant to perform the following tasks:
A.Review Planning and Zoning Applications with regards to Water Resource
Management Standards.
B.Inspect BMP installations.
C.Enforce BMP maintenance.
The City will continue to rely on MCWD to maintain authority for reviewing and
approving applications for compliance with MCWD’s rules and enforcing those rules
as necessary. The City will also review all applications to ensure it is not adversely
impacted by proposed improvements (i.e. infiltration over sanitary sewer, potential
conflicts with future projects), and at a minimum, any proposed improvements will be
required to limit proposed peak stormwater runoff rates for the 2, 10, and 100 year, 24
hour events to existing peak rates for the same events and subject to the minimum
criteria outlined in the NPDES MS4, Construction Activity, and Multi-Sector permits
as applicable.
As private developments and public street and utility improvements are planned, City
staff will review the City’s stormwater model for potential stormwater issues in the
proposed project area, potential TMDL reduction opportunities, and volume reduction
opportunities. If an issue has been identified in the model and/or this Plan, the City
will review the potential issue in more detail at that time. Future review will include
adding detail to the model with survey quality information to adequately evaluate
existing conditions, creating site specific models for proposed conditions to evaluate
potential solutions and constructability, and updating this Plan and Subwatershed Maps
as necessary if improvements are warranted at that time.
For any proposed improvements that require stormwater management facilities to meet
governmental regulations, the City will require a Stormwater Maintenance and
Easement Agreement that defines maintenance, inspection, and reporting
responsibilities to ensure BMPs are maintained at an adequate level.
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Surface Water Management Plan February 2019 27
4.3.3S Potential stormwater projects that decrease local runoff rates and volumes and increase
water quality should be identified and prioritized. Sites should consider available
funds, feasibility, possible project partners, benefits provided, bioengineered solutions,
and TMDL Implementation Plans. Once projects are identified, this plan should be
updated as needed to list the improvement sites in Section 5.0.
4.3.4S Maintain the storm drainage system with inclusion of the following items:
A.Administer inspection program to ensure general maintenance is performed.
Stormwater treatment devices should be inspected regularly, as required by the
MS4 Permit.
B.Maintain energy dissipaters and volume controls to prevent erosion.
C.Administer pond inspection program to ensure adequate stormwater management is
provided, as required by the MS4 Permit. Ponds should be cleaned when sediment
has reduced the volume below the outlet to half of the design volume.
D.Properly dispose of accumulated sediment collected from BMPs and any waste
generated during maintenance in accordance with state and federal regulations.
4.3.5S Maintain roads with inclusion of the following items:
A.Administer inspection program and schedule to ensure general maintenance is
performed.
B.Maintain retaining walls and pavements to minimize cracks and leakage and
prevent failure.
C.Properly dispose of accumulated sediment collected from BMPs and any waste
generated during maintenance in accordance with state and federal regulations.
D.Use techniques such as suspended tarps, vacuums, or booms to prevent paint,
solvents, and scrapings from becoming pollutants during bridge maintenance.
E.Administer infrastructure safety inspection program.
F.Keep drainage ditches free of debris.
G.Cover salt storage piles and locate them outside the 100 year floodplain.
H.Regulate the application of deicing salts to prevent over-salting of pavements.
Consider using trucks with salt spreading calibration devices.
I.Use alternative deicing materials, such as sand or salt substitutes.
J.Prevent dumping of accumulated snow onto frozen surface waters.
K.Establish vegetation on eroded or damaged areas in a timely manner.
L.Restrict pesticide and fertilizer use as much as possible.
M.Promote native plantings within buffer strips and ditches.
N.Administer Street Sweeping program to maximize pollutant removal efficiency.
O.Collect and remove road debris in a timely manner.
4.3.6S Employ staff or a consultant to maintain the City’s database of the entire storm
drainage system. The database will include all facilities associated with stormwater
runoff drainage, including catchbasins, storm sewer, wet stormwater ponds,
bioretention basins, infiltration/filtration basins, hydrodynamic separators, sump
manholes, outlet structures, and any other device used to convey runoff. The database
will also include the specific characteristics for all the facilities, including locations,
sizes, materials, elevations, areas, volumes, condition, and any other information
deemed necessary. The database will be updated annually to include newly constructed
or replaced facilities. In order to maintain this database and evaluate the condition of
the City’s drainage system, the City will inspect 20% of these devices on an annual
basis. This database can then be used for Implementation Strategy 4.3.3 to identify and
prioritize stormwater projects.
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Surface Water Management Plan February 2019 28
4.3.7S Goals, policies and implementation strategies for Urban Stormwater Management will
be incorporated into the education programs identified in the City’s SWPPP. The
education programs will promote the following practices to the public to help reduce
impacts to water resources:
A.Maintain a healthy lawn.
B.Plant native plants or plants with deep roots to capture more runoff.
C.Preserve and maintain native vegetation areas, especially adjacent to streams and
wetlands.
D.Redirect downspouts to drain on pervious surfaces (grass) instead of impervious
surfaces (driveways).
E.Install rain gardens to capture localized runoff.
F.Restore and/or stabilize shorelines.
G.Capture rainwater from rooftops with a rain barrel or cistern and use for irrigation.
H.Use a compost bin for leaves, lawn clippings, and other organic waste.
I.Test soils for nutrients in order to apply the correct amount of fertilizer.
J.Use zero phosphorus fertilizers.
K.Keep leaves and lawn clippings out of streets and gutters.
L.Pick up pet wastes.
M.Limit the use of herbicides and pesticides.
N.Wash cars on pervious surfaces to prevent soaps from running off-site.
O.Do not dispose any household product into the storm sewer.
P.Keep neighborhoods free from litter and debris.
4.4 Wetland Management
Issues
4.4I Draining, filling, or excavating wetlands significantly impacts the water quality of
downstream surface waters. The loss of existing wetlands leads to increases in
sedimentation, pollution, erosion, and flooding downstream and decreases the diversity
and integrity of vegetation and wildlife.
Goal
4.4G Manage and protect wetlands to maximize wetland functions and improve surface
water resources.
Policies
4.4.1P Achieve no net loss in the quantity, quality, and diversity of existing wetlands through
enforcement of Wetland Management regulations.
4.4.2P Promote wetland restoration, as a way to mitigate historical impacts to wetlands and
increase the quantity and quality of wetlands locally.
4.4.3P Promote education regarding the benefits of proper wetland management.
Implementation Strategies
4.4.1S The City will rely on the water resource management standards set forth by MCWD
and their management of the Wetland Conservation Act in Orono. Also, the City will
continue to administer City Code as it relates to wetland management and provide the
necessary resources for the implementation of those standards and this Surface Water
Management Plan. Staff or a consultant will be employed to perform the following
tasks:
A. Review and approve site improvement plans.
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Surface Water Management Plan February 2019 29
B. Coordinate review and approval of wetland delineations, exemptions, and
replacement plans with MCWD.
C. Coordinate and attend TEP meetings for pre-application reviews and other WCA
related items.
D. Coordinate enforcement of replacement wetland monitoring requirements, review
of monitoring reports, and certification of replacement wetlands with MCWD.
E. Work with DNR and SWCD as necessary to identify and enforce WCA violations.
4.4.2S Potential wetland restoration projects that mitigate historical impacts and increase the
quantity and quality of local wetlands will be identified and prioritized. Sites will
consider available funds, feasibility, possible project partners, benefits provided,
bioengineered solutions, and TMDL Implementation Plans. For planning purposes,
MCWD’s Functional Assessment of Wetlands will be used to help prioritize restoration
areas. Once projects are identified, this plan will be updated as necessary to list the
restoration sites in Section 5.0.
4.4.3S Goals, policies and implementation strategies for Wetland Management will be
incorporated into the education programs identified in the City’s SWPPP.
4.5 Subsurface Sewage Treatment Systems (SSTSs)
Issues
4.5I Failing or improperly maintained Subsurface Sewage Treatment Systems (SSTSs),
more commonly referred to as septic systems, have significant potential to contaminate
surface and groundwater resources with nitrates, phosphorus, harmful bacteria, viruses,
and other toxic substances.
Goal
4.5G Manage SSTSs to ensure proper design, installation, operation, maintenance or
replacement in order to eliminate health hazards or illicit discharges to water resources.
Connect properties with SSTSs to city sanitary sewer as soon as feasible.
Policies
4.5.1P All SSTSs shall obtain a permit as required by City ordinance and shall be operated and
managed according to City ordinance and current best management practices.
4.5.2P Promote education regarding the benefits of proper SSTS operation and management.
Implementation Strategies
4.5.1S The City will continue the administration and enforcement of its City code and SSTS
permitting requirements.
4.5.2S Goals, policies and implementation strategies for SSTSs will be incorporated into the
education programs identified in the City’s SWPPP.
4.6 Upland Natural Resources
Issues
4.6I Loss of natural upland areas can lead to a decrease in the function and quality of
surface water resources.
Goal
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4.6G Manage and protect natural upland areas adjacent to surface water resources to mitigate
degradation of surface waters and increase the quantity, quality and biological diversity
of natural areas.
Policies
4.6.1P Increase the quantity and quality of existing natural areas through enforcement of
existing regulations and the participation of willing landowners in existing preservation
and restoration programs.
4.6.2P Promote the restoration of natural upland areas, as a way to mitigate the degradation
and fragmentation of natural resources and improve water quality of surface water
resources.
4.6.3P Promote education regarding the benefits of proper natural upland management.
Public understanding and involvement is essential in maintaining and restoring natural
upland areas.
Implementation Strategies
4.6.1S Employ staff or a consultant to administer City code (i.e. Shoreland Management,
Conservation Design, etc.), the SWPPP as required by the MS4 Permit, and the
strategies outlined in this Plan. Also, engage interested land owners in conservation
and preservation of natural areas as opportunities arise.
4.6.2S Potential natural upland restoration projects that mitigate the degradation and
fragmentation of natural resources and improve water quality of surface water
resources will be identified and prioritized. Sites will consider available funds,
feasibility, possible project partners, benefits provided, bioengineered solutions, and
TMDL Implementation Plans. Once projects are identified, this plan will be updated
annually to list the restoration sites in Section 5.0.
4.6.3S Goals, policies and implementation strategies for managing natural uplands will be
incorporated into the education programs identified in the City’s SWPPP.
4.7 Groundwater Management
Issues
4.7I Groundwater quality and availability can be significantly impacted by many different
land use activities.
Goal
4.7G Protect the quality and quantity of groundwater resources.
Policies
4.7.1P Protect groundwater quality and groundwater supplies.
4.7.2P Promote groundwater recharge, if soil conditions allow.
4.7.3P Promote education regarding the benefits of proper groundwater management.
Implementation Strategies
4.7.1S The City will provide support or assistance to the following activities:
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Surface Water Management Plan February 2019 31
A. Work with landowners to identify and seal potential contaminate sources, such as
unused, unsealed wells and failing storage tanks.
B. Administer the strategies outlined in the City’s Wellhead Protection Plan.
C. Support the MPCA in regulating storage tanks.
D. Implement water conservation efforts, as necessary.
4.7.2S The City will provide LID recommendations to developers during the planning phase
via comment and review letters and promote incorporation of LID techniques and
BMPs into site designs.
4.7.3S Goals, policies and implementation strategies for managing natural uplands will be
incorporated into the education programs identified in the City’s SWPPP.
4.8 Education
Issues
4.8I Most potential contamination threats, sources of pollution, and increases in stormwater
runoff to water resources are related to human activities.
Goal
4.8G Provide the public with the knowledge, skills, and motivation to protect and improve
surface water and groundwater resources.
Policies
4.8P Increase public awareness, understanding, and involvement in water and natural
resource issues and management.
Implementation Strategies
4.8.1S The City will provide support and assistance to MCWD with the District’s educational
programs in the form of information sharing and help with promotion materials. The
City will identify target audiences and educational needs and collaborate with MCWD
to create educational opportunities to meet these needs (workshops, seminars, K-12
programs, etc.), create education tools (website, newsletter, pamphlets, fairs, etc.), and
support volunteer programs. The City will meet annually with MCWD’s Education
Coordinator to discuss goals and strategies each year and create short, specific annual
education plans. Goals, policies and implementation strategies for education will be
incorporated into the programs identified in the City’s SWPPP.
4.8.2S The City will provide MCWD with the following information and update MCWD as
changes occur;
-City staff contact information and information on media/methods of
communicating with the public. This includes city newsletter times and distribution
numbers, city fairs and expos, and any other outreach methods to the public.
-Information on major issues of concern (e.g. flooding, erosion, etc.).
-Provide information on topic areas where the city would like to increase citizen
awareness (e.g. stormwater ponds, wetlands, water conservation)
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Surface Water Management Plan February 2019 32
CITY OF ORONO – SURFACE WATER MANAGEMENT PLAN
5 WATER RESOURCES ASSESSMENT AND
IMPLEMENTATION PLAN
5.1 General Assessment Procedures
The general procedure and scope of this SWMP includes the development of a planning
document to identify 1) stream and shoreline restoration sites, 2) outlet control structure repair
or replacement sites, 3) localized storage, volume reduction, and water quality improvement
sites, 4) wetland restoration sites, and 5) natural upland restoration sites. The sites listed here
should be used for planning purposes and are intended to highlight any potential large-scale
issues.
The following summarizes the major activities associated with plan development:
1. The existing City utility and storm sewer mapping was researched to determine existing
drainage patterns and locations of catch basins, culverts, storm sewer, outlet structures,
treatment basins, and other pertinent drainage features. Additionally, existing storm water
models from recent developments and the District were analyzed.
2. Lidar topographic mapping was obtained and correlated with the existing storm drainage
data to determine and model the existing drainage patterns. However, the elevation
contours provided with lidar mapping is only approximate and should not be considered
adequate for final design of storm drainage systems. A definite margin for error in the
determination of the watershed limits exists and the parameters used in estimating
stormwater flows would need to be revised with more detailed localized topographic
information for specific improvements.
3. Key areas of concern were identified for field inspection using topographic mapping and
storm sewer data. Field inspections and surveys were then performed to identify culvert
sizes and invert elevations of critical culverts in the drainage system, as well as road top
elevations.
4. Each minor drainage area flowing to a collection point was identified and mapped on a
master drainage area drawing. Eighteen subwatershed collection areas were identified as
part of this project.
5. Drainage area maps were plotted and used to review existing drainage patterns and
determine reasonable alternatives for future storm drainage improvements. Many factors
were considered in this planning/design process including, flooding potential, potential
water quality benefits, operation and maintenance, and cost.
Surface runoff and storm drainage design is primarily dependent upon the permeability of
existing surfaces, travel time and rainfall intensity. The SCS Runoff Curve Number Method, as
developed by the United States Department of Agriculture (USDA) Soil Conservation Service
(SCS), was used to estimate runoff. Curve Numbers were computed for each subwatershed to
reasonably reflect the degree of existing industrial, commercial and residential development.
The subwatershed delineations and node identifications are shown on the Subwatershed Maps
provided in Appendix B. Based on the subwatershed and routing analysis, a potential future
stormwater management system was developed.
City of Orono
Surface Water Management Plan February 2019 33
To estimate peak runoff rates, runoff volumes, and inundation, Sanitary and Storm Analysis
(SSA) by Autodesk was used to create a watershed model capable of simulating various storm
events and their impact on the City’s drainage system. The flow and inundation estimates
provided by the model assisted in locating and sizing potential localized stormwater
management and treatment sites. (additional information on modeling methodology is provided
in Appendix C). Estimated costs were only determined for capital improvements with a High
prioritization level. Improvements with a Low or Medium prioritization level are not to be
implemented within the next five years, so estimated costs will not be determined for these until
they are closer to implementation. As projects are completed and priorities are re-evaluated,
this plan will be updated to provide estimated costs for remaining improvements listed.
5.2 Stream and Shoreline Restoration
5.2.1 Existing Streams, Creeks, and Rivers
There are six streams identified in Orono’s shoreland ordinance as protected waters in
Orono. Five of these streams are identified on the protected waters inventory for
Hennepin County: Long Lake Creek, “Wolsfeld” Creek, Tributary to “Wolsfeld”
Creek, Stubbs Bay Creek and Painters Creek.Table 1.3 identifies these streams and
their locations.
5.2.2 Existing Lakes and Wetlands
There are 12 lakes identified in Orono’s shoreland ordinance as protected waters in and
around Orono.Table 1.2 identifies these lakes and their Public Classification, Ordinary
High Water Level and Protected Waters Identification Number.
5.2.2 Proposed Stream and Shoreline Restoration Sites
Restoration projects will be coordinated with and TMDL reduction managed through
the City’s SWPPP. The following are restoration sites identified to help manage
stormwater runoff and improve water quality.
S-1. Long Lake Creek Shoreline Stabilization
Collaborate with MCWD to identify and implement strategies to restore, preserve
and/or stabilize the shoreline of Long Lake Creek. This project would help meet the
goal of improving the physical, chemical, biological, and aesthetic condition of surface
water resources, as well as improve the quality of runoff to Lake Minnetonka and
Minnehaha Creek.
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD, Private Landowners
Funding Source(s): City, MCWD, Grant Funding
Timeframe: Unknown
Should any additional stream restorations sites be identified in the future, this plan
should be updated to include proposed sites.
5.3 Outlet Control Structures Improvements
5.3.1 Proposed Outlet Control Structure Improvement Projects
City of Orono
Surface Water Management Plan February 2019 34
Improvement projects will be coordinated with and TMDL reduction managed through
the City’s SWPPP. The following are outlet control structure improvement projects
identified to help manage stormwater runoff and improve water quality.
O-1. Casco Point Park Outlet
Casco Point Park is located in the Carman Bay (CB) Subwatershed. Runoff draining to
Casco Point Park currently discharges through a 6” clay tile line that is located on the
south side of the park and drains south to Lake Minnetonka. The tile is undersized for
the drainage area and in poor condition. The stormwater drainage model predicts that
even during smaller rain events, flooding occurs in the park with runoff overtopping the
road, which agrees with local observation. In order to limit flooding potential and
adequately convey runoff, an outlet control structure should be installed in the park and
a new 12” pipe should be installed to Lake Minnetonka. In addition, water quality,
volume reduction, and/or storage capacity improvements should be considered in this
location to provide runoff rate and pollutant reduction, promote groundwater recharge,
and meet TMDL goals. As such, this project should be coordinated with Section 5.4.
Prioritization:High
Estimated Cost: $58,066.25
Project Partner(s): MCWD
Funding Source(s): City, MCWD
Timeframe: Unknown
O-2. Casco Cove Outlet
Runoff draining down Casco Point Road in the neighborhood of 2900 Casco Point
Road drains east to a low area in the backyards between Casco Point Road, Casco
Avenue, and Casco Cove. Runoff then discharges through a 12” RCP across Casco
Cove to Lake Minnetonka without any treatment. The area around the backyard
depression is located in tree canopy and somewhat denuded of vegetation. The outlet is
undersized for the drainage area and in poor condition. The stormwater drainage model
predicts that even during smaller rain events, flooding occurs in the backyards with
runoff overtopping the road, which agrees with local observation. In order to limit
flooding potential and adequately convey runoff, an outlet control structure should be
installed in the backyards, and a new 12” pipe should be installed to Lake Minnetonka.
In addition, water quality, volume reduction, and/or storage capacity improvements
should be considered in this location to provide runoff rate and pollutant reduction,
promote groundwater recharge, and meet TMDL goals. As such, this project should be
coordinated with Section 5.4.
Prioritization:High
Estimated Cost: $79,145.00
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Private Landowners
Timeframe: Unknown
O-3. McCulley Road Outlet
Runoff from the east side of McCulley Road, from approximately Bayside Road to
Watertown Road, currently drains to a submerged 24” pipe crossing just north of the
Luce Line Trail crossing. Due to the submerged design and beaver activity,
maintenance is difficult and flooding of the adjacent trail frequently occurs. In order to
limit flooding potential and adequately convey runoff, an outlet control structure should
be installed on the east side of McCulley Road. In addition, storm sewer
improvements should be considered in this location to help limit flooding potential and
City of Orono
Surface Water Management Plan February 2019 35
maintenance due to beaver activities. As such, this project should be coordinated with
Section 5.4.
Prioritization: Medium
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD
Timeframe: Unknown
Should any additional outlet control structure improvement projects be identified in the
future, this plan should be updated to include proposed projects.
5.4 Localized Stormwater Management Improvements
5.4.1 Existing Stormwater Management System
The areas of Orono consisting of newer developments typically contain storm sewer in
good condition, stormwater treatment ponds, and filtration/bioretention basins. The
older areas of town typically do not contain any treatment ponds or filtration/
bioretention basins. However, the storm sewer in the areas without treatment measures
does effectively convey runoff. Because of this, these areas are not a priority for the
City to reconstruct. As funding becomes available and potential stormwater
management improvements align with other necessary street and utility improvements,
the City will consider installing retrofit stormwater treatment measures as feasible.
5.4.2 Proposed Localized Stormwater Management Improvement Projects
The City will continue to maintain the existing storm drainage system and evaluate
flooding issues on City property as necessary to protect public safety and minimize
potential for property damage. Additionally, the City will be available to work with
MCWD and private landowners to investigate potential localized stormwater
management improvement sites. Improvement projects will be coordinated with and
TMDL reduction managed through the City’s SWPPP. The following are localized
stormwater treatment improvement projects identified to help manage stormwater
runoff and improve water quality.
G-1. General Storm System Maintenance
The existing storm drainage system is performing adequately to convey runoff,
although, system maintenance will be required annually. Storm drainage system
maintenance required includes pond assessment and cleaning, street sweeping, sewer
televising, and GIS/mapping.
Prioritization:High
Estimated Cost: Unknown
Project Partner(s): MCWD, Private Landowners
Funding Source(s): City, MCWD
Timeframe: Unknown
G-2. Annual Street and Utility Improvement Projects
As street, sanitary sewer, and water main improvement projects are scheduled annually,
project areas will also be reviewed for potential stormwater management and treatment
improvements that were not previously identified. Potential improvements include, but
are not limited to, conveyance improvements, stormwater treatment devices,
bioretention basins, wet retention ponds, slope stabilizations, and native vegetation
City of Orono
Surface Water Management Plan February 2019 36
restoration.
Prioritization:High
Estimated Cost: $160,000/yr
Project Partner(s): MCWD, Private Landowners
Funding Source(s): City, MCWD, Grant Funding
Timeframe: Unknown
G-3. Stormwater Runoff Management and Treatment Measures
Correct flooding issues on City property as necessary to protect public safety and
minimize potential for property damage. Also, as opportunities become available,
install stormwater treatment measures (i.e. rain gardens, stormwater treatment devices,
etc.) throughout the City to provide additional runoff storage capacity, reduce runoff
rates and volumes, and/or reduce pollutant loads. The City will evaluate public
properties and collaborate as necessary with MCWD and willing private landowners
for viable locations not on City land to install measures. Measures will be coordinated
to treat stormwater discharge from areas with inadequate or no treatment and improve
the quality of runoff reaching area surface waters.
Prioritization:Low
Estimated Cost: Unknown
Project Partner(s): MCWD, Private Landowners
Funding Source(s): Stormwater Utility Fee, MCWD, Grant Funding
Timeframe: Unknown
Browns Bay (BB) Subwatershed Improvements
BB-1. Hanlon Avenue
Runoff draining to the low area north of Dickonson Street currently outlets through
storm sewer along Hanlon Avenue to a wetland on the north side of Shoreline Drive,
then through a submerged 30” pipe under the road to the wetland on the south side,
then through 2 – 18” culverts under Ferndale Road, and finally a 12” culvert through
the old road bed of Shoreline Drive to Browns Bay. In addition, no treatment is
provided prior to any wetland outfalls. Due to lack of conveyance capacity and volume
control, flooding is observed during larger rain events along Hanlon Avenue (and in the
wetland adjacent to 1185 Ferndale Road). In order to provide water quality
improvement and limit flood potential, rain gardens, sump manholes with flow baffles,
new inlets, and storm sewer improvements should be considered for this area. The
retrofit rain gardens and sump manholes would provide stormwater runoff treatment
from a previously untreated area of Orono, improving the quality of runoff reaching
Lake Minnetonka, and ultimately Minnehaha Creek. In addition, flooding potential
would be minimized due to increased conveyance capacity and decreased runoff
volume.
Prioritization:Low
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD
Timeframe: Unknown
Carman Bay (CB) Subwatershed Improvements
CB-1. Casco Point Park
Casco Point Park is located at the south end of Casco Point Road. Runoff draining to
Casco Point Park currently discharges through a 6” clay tile line that is located on the
City of Orono
Surface Water Management Plan February 2019 37
south side of the park and drains south to Lake Minnetonka without any treatment. The
tile is undersized for the drainage area and in poor condition. The stormwater drainage
model predicts that even during smaller rain events, flooding occurs in the park with
runoff overtopping the road, which agrees with local observation. In order to provide
water quality, volume reduction, and storage capacity improvement, a bioretention
basin should be considered for this location. The retrofit basin would treat stormwater
runoff from a previously untreated area of Orono, improving the quality of runoff
reaching Lake Minnetonka, and ultimately Minnehaha Creek. In addition, flooding
potential would be minimized due to increased storage capacity and volume reduction.
Outlet control structure improvements should be considered in this location, as well, to
provide adequate runoff rate control and limit flooding potential. As such, this project
should be coordinated with Section 5.3.
Prioritization:High
Estimated Cost: $54,945.00
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
CB-2. South Casco Point Road
Runoff draining down the street in the neighborhood of 3040 Casco Point Road
currently drains through a number of inlets to a 12” CMP to Lake Minnetonka without
any treatment. Due to the lack of inlet and conveyance capacity, flooding is observed
during larger rain events. In order to provide water quality improvement and limit
flood potential, a sump manhole with flow baffle, new inlets, and storm sewer
improvements should be considered for this location. The retrofit sump manhole
would provide stormwater runoff treatment from a previously untreated area of Orono,
improving the quality of runoff reaching Lake Minnetonka, and ultimately Minnehaha
Creek. In addition, flooding potential would be minimized due to increased conveyance
capacity.
Prioritization: High
Estimated Cost: $35,653.75
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
CB-3. Casco Cove
Runoff draining down Casco Point Road in the neighborhood of 2900 Casco Point
Road drains east to a low area in the backyards between Casco Point Road, Casco
Avenue, and Casco Cove. Runoff then discharges through a 12” RCP across Casco
Cove to Lake Minnetonka without any treatment. The area around the backyard
depression is located in tree canopy and somewhat denuded of vegetation. The outlet is
undersized for the drainage area and in poor condition. The stormwater drainage model
predicts that even during smaller rain events, flooding occurs in the backyards with
runoff overtopping the road, which agrees with local observation. In order to provide
water quality, volume reduction, and storage capacity improvement, a bioretention
basin and storm sewer improvements should be considered for this location. The
retrofit basin would treat stormwater runoff from a previously untreated area of Orono,
improving the quality of runoff reaching Lake Minnetonka, and ultimately Minnehaha
Creek. In addition, flooding potential would be minimized due to improved conveyance
infrastructure, increased storage capacity, and volume reduction. Outlet control
structure improvements should be considered in this location, as well, to provide
adequate runoff rate control and limit flooding potential. As such, this project should
City of Orono
Surface Water Management Plan February 2019 38
be coordinated with Section 5.3.
Prioritization:High
Estimated Cost: $56,320.00
Project Partner(s): MCWD, Private Landowners
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
CB-4. Caroline Avenue
Runoff draining down the street in the neighborhood of 2691 Caroline Avenue
currently drains through a couple of inlets to a 12” pipe to Lake Minnetonka without
any treatment. Due to the lack of inlet and conveyance capacity, flooding is observed
during larger rain events. In order to provide water quality improvement and limit
flood potential, a sump manhole with flow baffle, new inlets, and storm sewer
improvements should be considered for this location. The retrofit sump manhole
would provide stormwater runoff treatment from a previously untreated area of Orono,
improving the quality of runoff reaching Lake Minnetonka, and ultimately Minnehaha
Creek. In addition, flooding potential would be minimized due to increased conveyance
capacity.
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
CB-5. Carman Street
Runoff draining down the street in the neighborhood of 2440 Carman Street currently
drains through three inlets to a 12” pipe to Lake Minnetonka without any treatment.
Due to the lack of inlet and conveyance capacity, flooding is observed during larger
rain events. In order to provide water quality improvement and limit flood potential, a
sump manhole with flow baffle, new inlets, and storm sewer improvements should be
considered for this location. The retrofit sump manhole would provide stormwater
runoff treatment from a previously untreated area of Orono, improving the quality of
runoff reaching Lake Minnetonka, and ultimately Minnehaha Creek. In addition,
flooding potential would be minimized due to increased conveyance capacity.
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
Crystal Bay (CY) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
identified for the Crystal Bay (CY) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
Forest Lake (FL) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
identified for the Forest Lake (FL) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
City of Orono
Surface Water Management Plan February 2019 39
French Lake (FL) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
identified for the French Lake (FR) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
Hadley Lake (HA) Subwatershed Improvements
HA-1. Chevy Chase Drive
Runoff draining along the north loop of Chevy Chase Drive flows to a low area at 132
Chevy Chase Drive, then through a 12” RCP across the road without any treatment,
ultimately flowing to Hadley Lake in Plymouth, MN. Due to lack of conveyance
capacity along Chevy Chase Drive, surface flooding is observed in several yards during
larger rain events. In order to provide water quality, volume reduction, and storage
capacity improvement, rain gardens and storm sewer improvements should be
considered for this area. Retrofit rain gardens would treat stormwater runoff from a
previously untreated area of Orono, improving the quality of runoff reaching Hadley
Lake, and ultimately Minnehaha Creek. In addition, flooding potential would be
minimized due to improved conveyance infrastructure, increased storage capacity, and
volume reduction.
Prioritization:High
Estimated Cost: $69,148.75
Project Partner(s): MCWD, Private Landowners
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
HA-2. Ferndale Green
Runoff from Ferndale Green drains along the edge of the pavement to an inlet in the
low area in the northwest corner of the intersection with North Ferndale Road without
any treatment, then through the storm system on Ferndale Road, and ultimately to
Hadley Lake in Plymouth, MN. Due to increased precipitation and lack of conveyance,
surface flooding is observed on the road during even smaller rain events. In order to
provide water quality, volume reduction, and storage capacity improvement, rain
gardens and storm sewer improvements should be considered for this area. Retrofit
rain gardens would treat stormwater runoff from a previously untreated area of Orono,
improving the quality of runoff reaching Hadley Lake, and ultimately Minnehaha
Creek. In addition, flooding potential would be minimized due to improved conveyance
infrastructure, increased storage capacity, and volume reduction.
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD, Private Landowners
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
Lafayette Bay (LF) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
identified for the Lafayette Bay (LF) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
City of Orono
Surface Water Management Plan February 2019 40
Lake Classen (LC) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
identified for the Lake Classen (LC) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
Long Lake (LL) Subwatershed Improvements
LL-1. East Long Lake Road
Due to precipitation increases, more frequent flooding is being observed on East Long
Lake Road just south of Spring Hill Road. The top of the road in this area is
approximately just a couple feet above the normal water level of the wetland on the east
side and lake on the west side. During larger events, runoff overtops the road creating
unsafe driving conditions. Street and culvert improvements and stormwater treatment
should be considered for this location. Removal of a portion of the street in
conjunction with trail and stormwater treatment and conveyance improvements would
limit flood potential and provide stormwater quality improvement.
Prioritization:High
Estimated Cost: $77,000
Project Partner(s): None
Funding Source(s): City
Timeframe: Unknown
Maxwell Bay (MB) Subwatershed Improvements
MB-1. Farview Lane
Runoff draining from Stormwater Pond 4-3, located in the northeast corner of the
intersection of Farview Lane and Fox Street, currently flows through a 15” culvert
under Fox Street, then through a section of ravine before flowing through an 18”
culvert under Farview Lane, and then through a final section of ravine before outletting
to Maxwell Bay of Lake Minnetonka. The culvert under Farview Lane is in extremely
poor condition, and the road slope is beginning to undercut due to culvert failure on the
upstream end. In addition, the ravine has eroded to a depth of a few feet, resulting in
the transport of eroded sediments. Due to imminent failure of the road crossing, storm
sewer improvements should be considered for this area. Due to erosion, restoration of
the ravine should also be considered for the open channel segments along this flow
path. As such, this project should be coordinated with Section 5.6.
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD
Timeframe: Unknown
Mooney Lake(MO) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
identified for the Mooney Lake (MO) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
City of Orono
Surface Water Management Plan February 2019 41
North Arm (NA) Subwatershed Improvements
NA-1. Cherry Place
Runoff draining in the neighborhood of 1330 Cherry Place currently drains through a
ravine to Lake Minnetonka. The ravine was recently stabilized by the adjacent
landowner with vegetation, erosion control blanket, and riprap. Additional
improvements may have been added by local residents to improve pedestrian flow
between Spruce Place and Cherry Place. The installed improvements have resulted in
flooding of the adjacent sanitary lift station. Due to lack of conveyance capacity, storm
sewer improvements should be considered for this location to limit flooding potential
of the lift station
Prioritization:High
Estimated Cost: $23,100.00
Project Partner(s): None
Funding Source(s): City
Timeframe: Unknown
Painters Creek (PC) Subwatershed Improvements
PC-1. McCulley Road
Runoff from the east side of McCulley Road, from approximately Bayside Road to
Watertown Road, currently drains to a submerged 24” pipe crossing just north of the
Luce Line Trail crossing. Due to the submerged design and beaver activity,
maintenance is difficult and flooding of the adjacent trail frequently occurs. Due to
maintenance difficulties and lack of conveyance capacity, storm sewer improvements
should be considered for this location to limit flooding potential of the adjacent trail. In
addition, beaver management should be included with improvements to limit
maintenance required to maintain flow rates and normal water levels (i.e. pond leveler,
culvert protector, etc.). Outlet control structure improvements should be considered in
this location, as well, to provide adequate runoff rate control and limit flooding
potential. As such, this project should be coordinated with Section 5.3.
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD
Timeframe: Unknown
Peavey Lake (PL) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
identified for the Peavey Lake (PL) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
Smith Bay (SM) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
identified for the Smith Bay (SM) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
Stubbs Bay (SB) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
City of Orono
Surface Water Management Plan February 2019 42
identified for the Stubbs Bay (SB) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
Tanager Lake (TL) Subwatershed Improvements
TL-1. Hackberry Park
Hackberry Park is located on the west side of Willow Drive North, between Elm Lane
and Maple Lane. Runoff draining to Hackberry Park currently discharges through an
inlet on the north side of park into the storm sewer system and flows west to Tanager
Lake without any treatment. Due to the lack of inlet and conveyance capacity, flooding
is observed during larger rain events. In order to provide water quality improvement
and limit flood potential, a sump manhole with flow baffle, new inlets, and storm sewer
improvements should be considered for this location. The retrofit sump manhole
would provide stormwater runoff treatment from a previously untreated area of Orono,
improving the quality of runoff reaching Lake Minnetonka, and ultimately Minnehaha
Creek. In addition, flooding potential would be minimized due to increased conveyance
capacity.
Prioritization:Low
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
TL-2. Orono Public Golf Course
The Orono Public Golf Course is located on the west side of Orono Orchard Road
South just south of the intersection with Luce Line Trail. Runoff from the east side of
Orono Orchard Road drains under the road and through a wetland and pond on the east
side of the Course , outletting through a 24” culvert under Luce Line Trail, and
ultimately flowing to Tanager Lake. The west side of the Course drains west through
wetlands and ultimately to Tanager Lake. Due to precipitation increases, more frequent
flooding is being observed in a few areas of the Course. In order to limit flood
potential, volume reduction, storage capacity, and storm conveyance improvements
should be considered for this location. Bioretention areas and conveyance
improvements would provide volume reduction, additional storage capacity, and
improved flow characteristics, thus limiting flood potential. Also, these improvements
would provide additional stormwater runoff treatment, improving the quality of runoff
reaching Lake Minnetonka, and ultimately Minnehaha Creek
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
West Arm (WA) Subwatershed Improvements
Currently, no localized stormwater management improvement projects have been
identified for the West Arm (WA) subwatershed. Should any improvement sites be
identified in the future, this plan should be updated to include proposed sites.
Should any additional localized stormwater treatment improvement projects be
identified in the future, this plan should be updated to include proposed projects.
City of Orono
Surface Water Management Plan February 2019 43
5.5 Wetland Restorations
5.5.1 Proposed Wetland Restoration Sites
Restoration projects will be coordinated with and TMDL reduction managed through
the City’s SWPPP. The following are wetland restoration projects identified to help
manage stormwater runoff and improve water quality.
W-1. Wetland Restoration Opportunities
Collaborate with MCWD and private landowners to restore degraded or drained
wetland areas as opportunities arise. Wetland areas will be evaluated on an individual
basis for water quality treatment benefits, additional storage capacity, and educational
and recreational value.In general, Orono will consider conservation, preservation, and
wetland restoration when development proposals are submitted. More specifically,
Orono will implement its buffer requirements per City code, and when development is
proposed in key conservation areas, the City will promote low impact development
techniques. These projects will help meet the goal of improving the quality and
quantity of wetlands in Orono, increase flood storage, and improve the quality of runoff
to Lake Minnetonka.
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD, Private Landowners
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
Should any additional wetland restoration sites be identified in the future, this plan
should be updated to include proposed sites.
5.6 Natural Area Preservation and Restoration
5.6.1 Proposed Natural Area Preservation and Restoration Sites
The City will be available to work with MCWD and private landowners to investigate
potential natural area preservation and restoration sites. The City will also require
preserving natural upland areas and creating natural upland corridors during
development planning per the requirements listed in the City code. Preservation and
restoration projects will be coordinated with and TMDL reduction managed through
the City’s SWPPP. The following are localized stormwater treatment improvement
projects identified to help manage stormwater runoff and improve water quality.
N-1. North Arm Drive Ravine Stabilization
Collaborate with MCWD to stabilize an existing ravine (approximately 100’) in the
neighborhood of 650 North Arm Drive that has eroded to a depth of several feet. Due
to excessive sediment and organic material loads from erosion, Stubbs Bay of Lake
Minnetonka is being prematurely filled in and additional load is being transported
downstream. This contributes to increased sediment and phosphorus loads and reduced
dissolved oxygen in runoff, and is extremely detrimental to water quality. In order to
reduce detrimental impacts on downstream systems, this ravine needs to be stabilized.
To repair the ravine, the City will design a stable cross-section, install limestone grade
control weirs with plunge pools, and plant deep rooting native vegetation. Placement of
boulder toe protection will stabilize side slopes and reduce erosion, installation of
City of Orono
Surface Water Management Plan February 2019 44
limestone weirs will assist with dissolved phosphorus removal and reduce erosion by
slowing runoff flow through the ravine, and planting of native vegetation will stabilize
slopes, reduce erosion, and assist in phosphorus removal.
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
N-2. Tonkawa Road Ravine Stabilization
Collaborate with MCWD to stabilize an existing ravine (approximately 400’) in the
neighborhood of 420 Tonkawa Road that has eroded to a depth of several feet. Due to
excessive sediment and organic material loads from erosion, North Arm Bay of Lake
Minnetonka is being prematurely filled in and additional load is being transported
downstream. This contributes to increased sediment and phosphorus loads and reduced
dissolved oxygen in runoff, and is extremely detrimental to water quality. In order to
reduce detrimental impacts on downstream systems, this ravine needs to be stabilized.
To repair the ravine, the City will design a stable cross-section, install limestone grade
control weirs with plunge pools, and plant deep rooting native vegetation. Placement of
boulder toe protection will stabilize side slopes and reduce erosion, installation of
limestone weirs will assist with dissolved phosphorus removal and reduce erosion by
slowing runoff flow through the ravine, and planting of native vegetation will stabilize
slopes, reduce erosion, and assist in phosphorus removal.
Prioritization:Medium
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
N-3. Farview Lane Ravine Stabilization
Runoff draining from Stormwater Pond 4-3, located in the northeast corner of the
intersection of Farview Lane and Fox Street, currently flows through a 15” culvert
under Fox Street, then through a section of ravine before flowing through an 18”
culvert under Farview Lane, and then through a final section of ravine before outletting
to Maxwell Bay of Lake Minnetonka. The culvert under Farview Lane is in extremely
poor condition, and the road slope is beginning to undercut due to culvert failure on the
upstream end. In addition, the ravine has eroded to a depth of a few feet, resulting in
the transport of eroded sediments. Due to excessive sediment and organic material
loads from erosion, Maxwell Bay of Lake Minnetonka is being prematurely filled in
and additional load is being transported downstream. This contributes to increased
sediment and phosphorus loads and reduced dissolved oxygen in runoff, and is
extremely detrimental to water quality. In order to reduce detrimental impacts on
downstream systems, this ravine needs to be stabilized. To repair the ravine, the City
will design a stable cross-section, install limestone grade control weirs with plunge
pools, and plant deep rooting native vegetation. Placement of boulder toe protection
will stabilize side slopes and reduce erosion, installation of limestone weirs will assist
with dissolved phosphorus removal and reduce erosion by slowing runoff flow through
the ravine, and planting of native vegetation will stabilize slopes, reduce erosion, and
assist in phosphorus removal. Also, due to imminent failure of the road crossing, storm
sewer improvements should be considered for this area. As such, this project should be
coordinated with Section 5.4.
Prioritization:Medium
City of Orono
Surface Water Management Plan February 2019 45
Estimated Cost: Unknown
Project Partner(s): MCWD
Funding Source(s): City, MCWD, Grant funding
Timeframe: Unknown
Should any additional natural area preservation or restoration sites be identified in the
future, this plan should be updated to include proposed sites.
5.7 Education
5.7.1 Proposed Education Programs and Tools
The City will continue to maintain the existing storm drainage system. Additionally,
the City will be available to work with MCWD to investigate the implementation of
education programs and tools to inform the public about water quality issues and
solutions. Education programs and tools will be coordinated with and managed
through the City’s SWPPP.
The following are education programs and tools identified to help inform the public
regarding stormwater runoff management and methods to improve water quality. The
following are only listed here as possible education strategies. The City will meet
annually with MCWD’s Education Coordinator to discuss goals and strategies each
year and create short, specific annual education plans. As annual plans are assembled,
the City’s SWPPP will be updated to list the specific education strategies developed.
1. Education Programs and Tools for Home/Landowners
·Provide sticker “Keep Grass Clippings on the Lawn!” with brochure explaining
the detrimental effect of grass clippings on water quality when transported to
water bodies. The sticker could be placed on lawnmowers as a reminder.
Stickers may possibly be obtained from MCWD for distribution by the City.
Method of distribution would have to be determined by the City.
·Provide bookmarkers/brochures regarding a variety of water quality topics,
including 1) common household pollutants, contaminants, and waste and
proper disposal methods, 2) raingardens, 3) Total Maximum Daily Loads, 4)
reducing water footprint, 5) stormwater ponds, and 6) phosphorus-free
fertilizer. The City could collaborate with MCWD for development of
bookmarkers/brochures for distribution by the City. Method of distribution
would have to be determined by the City.
·Promote reduction of water footprint. The City could collaborate with MCWD
to promote and provide rain barrels at a reduced cost, a mulch/compost dump
site at no cost during certain times of year, and tree whips at a reduced cost in
the spring.
2. Education Programs and Tools for Decision Makers
·Collaborate with MCWD to hold District Stormwater Workshops. This
workshop would be intended to educate developers, city staff, and elected
officials regarding stormwater Best Management Practices and new
developments in stormwater research.
·Collaborate with MCWD to provide Non-point Source Education for
Municipal Officials (NEMO) opportunities. NEMO is intended to educate
decision makers about the relationship between land use and water quality.
·Collaborate with MCWD to offer tours of current and upcoming stormwater
City of Orono
Surface Water Management Plan February 2019 46
management projects. Tours would help provide education necessary for
policy makers to make informed decisions.
3. Education Programs and Tools for K-12 Students
·Collaborate with MCWD to participate in a variety of student education
programs. The Metro Area Children’s Water Festival (CWF) held at the state
fairgrounds educates metro area 4 th graders about the importance of water in
the natural environment. Envirothon is an outdoor learning competition for
high school students in grades 9 through 12. It is one of the state's largest
environmental education initiatives. The program is coordinated by local Soil
and Water Conservation Districts (SWCDs). World Water Monitoring Day
(WWMD) is an event that provides teachers with a kit that students can use to
test water quality of any waterbody. The results can then be entered in a large
online database. In addition, MCWD offers numerous workshops and tours
throughout the year.
Should any additional education programs and tools be identified in the future, this
plan should be updated to include proposed sites.
5.8 Surface Water Management Costs and Funding Considerations
The cost and funding considerations contained in this plan are included for scoping purposes
only. Prior to including projects into the City’s Capital Improvement Plan (CIP), further
investigation is required into conditions meriting improvement and correction/mitigation
strategies to be implemented. This plan recognizes the changing regulatory environment and
evolving technologies necessary to understand prior to further developing a CIP or construction
schedule.
5.8.1 Capital Improvement Plan
The City manages capital expenditures for surface water management as part of the
Capital Improvement Plan (CIP). The CIP provides long-term planning and
management of infrastructure throughout the City. The CIP is a planning document that
presents a 5+ year overview of scheduled capital projects to address the City’s goals for
public infrastructure. The CIP includes a long-term financing plan that allows the City
to allocate funds for these projects based on assigned priorities. The 5+ year horizon of
the CIP provides the City with an opportunity to evaluate project priorities annually
and to adjust the timing, scope and cost of projects as new information becomes
available. The information contained in this plan represents an estimate of
improvement costs based on present knowledge and expected conditions. Changes in
community priorities, infrastructure condition and inflation rates require that
adjustments be made on a routine basis.
The Surface Water Management Plan CIP includes budgeting for stream and shoreline
restoration, outlet control structure improvements, localized storage, volume reduction,
and water quality improvements, wetland restoration, natural area preservation and
restoration, education, stormwater treatment system mapping, and maintenance. Refer
to Appendix E for Orono’s 5-Year Surface Water Management Plan CIP.
City of Orono
Surface Water Management Plan February 2019 47
CITY OF ORONO - SURFACE WATER MANAGEMENT PLAN
6 Administration
6.1 REVIEW AND ADOPTION PROCESS
Review and adoption of this Surface Water Management Plan will follow the procedure outlined in
Minnesota Statutes 103B.235:
·‘After consideration but before adoption by the governing body, each local government unit shall
submit its water management plan to the watershed management organization[s] for review for
consistency with the watershed plan. The organization[s] shall have 60 days to complete its review.’
·‘Concurrently with its submission of its local water management plan to the watershed management
organization, each local government unit shall submit its water management plan to the Metropolitan
Council for review and comment. The council shall have 45 days to review and comment upon the
local plan. The council’s 45-day review period shall run concurrently with the 60-day review period
by the watershed management organization. The Metropolitan Council shall submit its comments
to the watershed management organization and shall send a copy of its comments to the local
government unit.’
·‘After approval of the local plan by the watershed management organization[s], the local
government unit shall adopt and implement its plan within 120 days, and shall amend its official
controls accordingly within 180 days.’
Thereafter, Orono must annually report to the Minnehaha Creek Watershed District activities it has
undertaken in the previous year in implementing its plan and in progress toward meeting water quantity,
water quality, and ecological integrity goals. The watershed will develop guidelines for the content of
this annual report.
6.2 COLLABORATION WITH OTHER ENTITIES
Although the City coordinates with numerous agencies with respect to Surface water management, the
city recognizes the benefits that arise from close coordination with the MCWD. Therefore, the City and
MCWD have established a coordination plan that can be implemented at a staff level. Improving
coordination at the concept level planning phase between land use planning at the City and watershed
planning at the MCWD will result in better projects that meet both organizations’ goals and are a more
efficient use of public funds. Early coordination and collaboration between entities is the key to
maximizing shared water resource goals and community goals for private redevelopment and public
capital improvements. It is the intent of the City to leverage this coordination to efficiently manage water
quality, natural resource threats and opportunities that arise through land use change, our shared interest
in conservation, and overall maximize the asset value of the City’s natural resources in the future.
Coordination Plan
The following coordination plan will be adjusted and expanded as deemed appropriate by the City and
MCWD during implementation. The City Administrator is the primary City contact and the District
Administrator will be the District contact for the coordination plan.
1.Annual meeting – City and MCWD staff will meet during the first quarter of each year to review the
following:
a.National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer
Systems (MS4) reports and activity from the previous year
b.Draft Capital Improvement Plans (CIP) for each organization for the upcoming year. The City
will focus coordination of the Streets, Stormwater and Park CIPs with MCWD.
c.Opportunities for early coordination and review of land use change applications
d.Regulatory coordination to identify areas of collaboration
e.Operation, maintenance, and management of Big Island Nature Park
f.Areas for improved coordination and process improvement.
City of Orono
Surface Water Management Plan February 2019 48
g.Public Education plans, resources and opportunities.
2.Land Use Planning and Regulatory Coordination- The City of Orono staff will continue to route
requests for land use approvals, including but not limited to, subdivisions, site plan approvals, WCA
applications to the District in an effort to maximize water resource benefits and streamline regulatory
processes. Specific areas of regulatory coordination include the following:
a.The City will continue to rely on MCWD to maintain authority for reviewing and approving
applications for compliance with MCWD’s rules and enforcing those rules as necessary. The
City will rely on the water resource management standards set forth by MCWD and their
management of the Wetland Conservation Act in Orono. Since all wetlands within the City are
within the MCWD boundaries, in an effort to avoid overlapping or conflicting regulations, the
City defers jurisdiction for the regulation of wetlands to the MCWD.
b.The City will require documentation of required MCWD permits in advance of issuing
applicable City permits. Approved MCWD permits will be stored with other project
documentation for future reference.
c.Pre-application meetings and permit reviews will be coordinated with MCWD early in the
planning process as necessary.
d.The City will continue to collaborate with MCWD on construction site inspections and
compliance.
e.MCWD will keep the City appraised of water resource violations and expectations for
compliance.
f.Key Conservation areas- The City will assist MCWD in the preservation of those areas
identified by MCWD by considering them in land use and zoning decisions.
g.The primary person responsible for regulatory coordination at the City of Orono is Community
Development Director and the Permitting Program Manager at MCWD
h.The City and MCWD will include each other in the notification protocols for Illicit Discharges.
i.The City and MCWD will partner on exploring opportunities to better understand and predict
downstream stormwater impacts from infill development.
3.Public Infrastructure Improvements. The City of Orono staff will continue to route significant
infrastructure improvements (streets, stormwater and parks in particular) to the MCWD as early in
the planning as possible in order to maximize resourcing opportunities, reduce any regulatory
process delays and solicit any best practice expertise/ experience.
a.Infrastructure and land improvements that require MCWD permits will be coordinated early in
the planning and design process so that the regulatory process may be efficient and integrated
water and natural resource improvements may be explored.
b.The City will brief the MCWD on the Streets, Stormwater and Parks CIPs each year at the
annual meeting. The City intends to coordinate applicable projects at the concept stage of
project development partner, on competitive grant programs and leverage MCWD technical
resources and planning assistance.
c.Big Island Nature Park Management – The city will continue to coordinate with MCWD as
agreed in the Park management Plan and Associated Easements. It is the intention of the
agencies to jointly review the Management Plan on a regular basis to address new and ongoing
Park management issues. The primary person responsible for Big Island Nature Park activities
at the City of Orono is The Public Works Director and the Project and Land Manager at
MCWD.
i.Any significant changes to the level of maintenance practices at the park will be reviewed
at the annual meeting prior to implementation.
ii.Pursuant to Management Plan and Easement, any planned improvements will be
coordinated through the city and watershed beginning at the concept level stage.
City of Orono
Surface Water Management Plan February 2019 49
d.The City will partner with the MCWD to identify a system wide approach for managing local
drainage issues. The approach will include review of impacts upstream and downstream of any
potential solutions and provide a better understanding of potential impacts.
4.MCWD on public communications and education coordination and partnership. The City will
provide support and assistance to MCWD with the District’s educational programs in the form of
information sharing and help with promotion materials. The City will identify target audiences and
educational needs and collaborate with MCWD to create educational opportunities to meet these
needs.
5.Long Lake Creek Subwatershed Partnership. The City will continue to join with its partners in the
Long Lake Creek Subwatershed Partnership to implement shared water resource improvement
efforts; align local plans and capital investment to identify opportunities where local investments
intersect with natural resource goals. The City looks to MCWD, as the regional agency, to facilitate
the coordination and provide technical expertise to the group.
6.3 PLAN AMENDMENTS
Periodic amendments may be required to incorporate changes in local practices. In particular, changes in
the MCWD Watershed Management Plan may require revisions to this plan. Plan amendments will be
incorporated by following the review and adoption steps outlined above.
City of Orono
Surface Water Management Plan February 2019 50
CITY OF ORONO - SURFACE WATER MANAGEMENT PLAN
7 APPENDICES
Appendix A: Figures
Study Area ................................................................................................... Figure No. 1
Existing Land Use…… ................................................................................. Figure No. 2
Future Land Use ........................................................................................... Figure No. 3
Soils ............................................................................................................. Figure No. 4
Minnesota Land Cover Classification System (MLCCS) ............................... Figure No. 5
National Wetland Inventory and DNR Public Waters .................................... Figure No. 6
Impaired Waters ........................................................................................... Figure No. 7
Storm Sewer Map ......................................................................................... Figure No. 8
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2040 Comprehensive PlanOrono, MN Study AreaJune 2018
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A
M
2040 Comprehensive PlanOrono, MN Existing Land UseJune 2018
Legend
City Limits
Wetlands
Lakes & Ponds
Rivers & Streams
0 3,500FeetSource: Met. Council, City of Orono, Hennepin County, MnDOT
!I
Land Use Classes
Rural Preserve(1 unit / 5 acres)
RuralResidential (1unit / 2 acres)
IslandResidential
Low DensityResidential (0.5- 2 units / acre)
Medium DensityResidential (2-7units / acre)
High DensityResidential (7-20 units / acre)
Commercial /Office
Industrial
Park,Recreational,and OpenSpace
Undeveloped
Right-of-Way
Figure 2
DickeysLake
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r
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Kelley PkwyOl
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C
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R
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N
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W
illowView Dr
Dickey L a k e D r
Sugarwoo d
D r
LakeMinnetonka
GVWX19
GVWX15Bl
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v
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h
adywoodRoad
Shoreline Dr
N o r t h e r n A v e Crystal Pl
Lyric Av e
O live
A
ve
BayviewP l
Livingston Ave
D
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ellyAve
Inset 1
Inset 2
Inset 1
Inset 2
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GïWX
Cook'sBay
SpringParkBay Carman'sBay
HarrisonBay
WestArm
MaxwellBay
NorthArm
ForestLakeJenning'sBay
StubbsBay
LafayetteBay
WayzataBayTanagerLake
LakeClassen
DickeyLake
LongLake
LydiardLake
MooneyLake
CascoPoint
CrystalBay BohnsPoint
SmithBay
LakeMinnetonka
BrownsBay
BrackettsPoint
FrenchMarsh
KatrinaLake
DutchLake
LangdonLake
L o n g L a k e C r e e k
Paint er Cree k
Minneton k a B l v d
Wi
l
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i
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d
Lake St Extension
Highland Ave
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r
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R
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a
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Hu
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k
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Rutledge Road
22nd A v e N
Lynwood Blvd
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Highway12E
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To
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Arm
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d
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F e r n d a l e R o a d
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Interstate 394
8th Ave N
StoneR
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Rice St E
Watertown Road G l e a s o n L a k e Dr
Pa i n t e r R o a d
21 s t A v e N
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County Road 151
Ra
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Lake Ave
Daniels St
S p a r r o w
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L
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D
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LakeStE
Sunnyfield Road E
P k w y
4th Av e N
ParkPl
D e v on Dr
P ar k Ave
OrchardLn
S t e e l e
S t
Park St E
Grand Ave
C a r l s o n P k w y
9 t h A v e N
Ri
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g
eview
DrE
Ol
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C
r
y
s
t
a
l
B
a
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R
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N
Fox St
OldLongLake Road
Day Pl
23rd Ave N
Co
u
n
t
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R
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8
3
Spring H i l l R o ad
Temp l e Dr
Ga m e F a r m R o a d E
Crown Dr
E
astw o o d
R o a d
5 t h A v e
N
Moline Road
Ta
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a
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g e n t s W
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C y g n e
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W Branch Road
Turner Road
K
elly
A
ve
V i n e
H i l l R o a d
C o u n t y
R o a d
1 0 1
C r
o s
b y
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H a r
b
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B a r t l e t t B l v d
Hi
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1
9
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nterb u r y D r
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C o u n t
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R
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1 1
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N
Vi
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I s la n d V iew D r
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oodruffR o a d
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P
M
2040 Comprehensive PlanOrono, MN Future Land UseJune 2018
Legend
City Limits
Wetlands
Lakes & Ponds
Rivers & Streams
0 3,500FeetSource: Met. Council, City of Orono, Hennepin County, MnDOT
!I
Land Use Classes
Rural Preserve(1 unit / 5 acres)
RuralResidential (1unit / 2 acres)
IslandResidential
Urban LowDensityResidential (0.5- 2 units / acre)
Urban MediumDensityResidential (3 -7 units / acre)
High DensityResidential (10- 20 units / acre)
Commercial /Office
Industrial
Park,Recreational,and OpenSpace
Figure 3
DickeysLake
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Wi
l
l
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Kelley PkwyOl
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C
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s
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B
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R
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a
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N
B r o w n
R o a d
N
W
illowView Dr
Dickey L a k e D r
Sugarwoo d
D r
LakeMinnetonka
GVWX19
GVWX15Bl
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v
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S
h
adywoodRoad
Shoreline Dr
N o r t h e r n A v e Crystal Pl
Lyric Av e
O live
A
ve
BayviewP l
Livingston Ave
D
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Inset 1
Inset 2
Inset 1
Inset 2
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Cook'sBay
SpringParkBay Carman'sBay
HarrisonBay
WestArm
MaxwellBay
NorthArm
ForestLakeJenning'sBay
StubbsBay
LafayetteBay
WayzataBayTanagerLake
LakeClassen
DickeyLake
LongLake
LydiardLake
MooneyLake
CascoPoint
CrystalBay BohnsPoint
SmithBay
LakeMinnetonka
BrownsBay
BrackettsPoint
FrenchMarsh
KatrinaLake
DutchLake
LangdonLake
L o n g L a k e C r e e k
P a i n t e r C r e e k
Minnetonka Blvd
Lake St Extension
Highland Ave
T u x e d o B l v d
6th Ave N
Fe
r
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d
a
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R
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N
C
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R
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19 N
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Hu
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k
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R
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Rutledge Road
22ndA v e N
Highway 12 E
Lynwood Blvd
Co
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B
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6 t h A v e N
T o n k a w o o d
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S h o r eline D r
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R o a d
1 0 1
H i g h w o o d Dr
1 8 t h AveN
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R o a d
N
S h o r e l i ne D r
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7
19th Av e N
F e r n d a l e R o a d
S
8th Ave N
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RiceStE
W
atertownRoad 3rdAve N
Gu
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Wi
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B
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Daniels St
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Sunnyfield Road E
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4th Av e N
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D e v on Dr
P ar k Ave
OrchardLn
S t e e l e
S t
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9 t h A v e N
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eview
DrE
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Day Pl
Co
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8
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Spr i n g H i l l R o a d
W Branch Road
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Game Farm R oa d E
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astw o o d
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5 t h A v e
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Moline Road
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A
M
2040 Comprehensive PlanOrono, MN SoilsJune 2018
Legend
City Limits
2040 MUSA
Lakes & Ponds
Rivers & Streams
0 3,500FeetSource: Met. Council, City of Orono, Hennepin County, MnDOT
!I
Soils By Drainage Class
Unclassified
A
A/D
B
B/D
C
C/D
Figure 4
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Cook'sBay
SpringParkBay Carman'sBay
HarrisonBay
WestArm
MaxwellBay
NorthArm
ForestLakeJenning'sBay
StubbsBay
LafayetteBay
WayzataBayTanagerLake
LakeClassen
DickeyLake
LongLake
LydiardLake
MooneyLake
CascoPoint
CrystalBay BohnsPoint
SmithBay
LakeMinnetonka
BrownsBay
BrackettsPoint
FrenchMarsh
KatrinaLake
DutchLake
LangdonLake
L o n g L a k e C r e e k
P a i n t e r C r e e k
Minnetonka Blvd
Lake St Extension
Highland Ave
T u x e d o B l v d
6th Ave N
Fe
r
n
d
a
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R
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N
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Hu
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k
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R
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Rutledge Road
22ndA v e N
Highway 12 E
Lynwood Blvd
Co
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r
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B
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v
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6 t h A v e N
T o n k a w o o d
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7
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Gu
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Wi
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Lake Ave
Daniels St
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LakeStE
Sunnyfield Road E
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S t e e l e
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9 t h A v e N
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Co
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Spr i n g H i l l R o a d
W Branch Road
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astw o o d
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Moline Road
Drake Dr Ta
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Turner Road
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A
M
2040 Comprehensive PlanOrono, MN Minnesota Land Cover ClassificationJune 2018
Legend
City Limits
2040 MUSA
Lakes & Ponds
Rivers & Streams
0 3,500FeetSource: Met. Council, City of Orono, Hennepin County, MnDOT
!I
MLCCS
11. 5-10%Impervious
12. 11-25%Impervious
13. 26-50%Impervious
14. 51-75%Impervious
15. 76-100%Impervious
21. ShortGrasses
22. AgriculturalLand
23. MaintainedTall Grass
24. TreePlantation
31. Forest
32. WetlandForest
51. Shrubland
52. WetlandShrubs
61. TallGrasses
62. WetlandEmergent Veg.
63. Dry TallGrasses
90. OpenWater
92. WetlandOpen Water
Figure 5
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LakeClassen
DickeyLake
LongLake
LydiardLake
MooneyLake
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CrystalBay BohnsPoint
SmithBay
LakeMinnetonka
BrownsBay
BrackettsPoint
FrenchMarsh
KatrinaLake
DutchLake
LangdonLake
L o n g L a k e C r e e k
Painte r Creek
L
o
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P a i n t e r C r e e k
Minnetonka Blvd
Lake St Extension
Highland Ave
T u x e d o B l v d
6th Ave N
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2040 Comprehensive PlanOrono, MN National Wetlands Inventory & DNR Public WatersJune 2018
Legend
City Limits
2040 MUSA
Lakes & Ponds
Rivers & Streams
0 3,500FeetSource: Met. Council, City of Orono, Hennepin County, MnDOT
!I
Wetlands
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NationalWetlandsInventory
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LakeMinnetonka-Grays Bay
LakeMinnetonka-Lower Lake
LakeMinnetonka-Upper Lake
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LakeMinnetonka-Maxwell Bay
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LakeMinnetonka-West Arm
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A
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2040 Comprehensive PlanOrono, MN Impaired WatersJune 2018
Legend
City Limits
2040 MUSA
Lakes & Ponds
Rivers & Streams
0 3,500
FeetSource: Met. Council, City of Orono, Hennepin County, MnDOT
!I Surface Water
Impaired Lakes Impaired Rivers
& Streams
Figure 7
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LakeClassen
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LongLake
LydiardLake
MooneyLake
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LakeMinnetonka
BrownsBay
BrackettsPoint
FrenchMarsh
KatrinaLake
DutchLake
LangdonLake
L o n g L a k e C r e e k
P a i n t e r C r e e k
Minnetonka Blvd
Lake St Extension
Highland Ave
T u x e d o B l v d
6th Ave N
Fe
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A
M
2040 Comprehensive PlanOrono, MN Existing Storm Sewer SystemJune 2018
Legend
City Limits
2040 MUSA
Lakes & Ponds
Rivers & Streams
0 3,500FeetSource: Met. Council, City of Orono, Hennepin County, MnDOT
!I
Storm Sewer System
Storm Pipe (ByDiameter)
N/A
8"
12"
15"
18"
21"
24"
27'
30"
32"
Figure 8
City of Orono
Surface Water Management Plan February 2019 51
Appendix B: Subwatershed Maps
10-yr and 100-yr Rainfall Events
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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0
0
1 0 0 0
9 9 0 990
990 98
0
970
980
9
8
0
9 7 0
970
9 7 0
9
7
0
1000
990
990
970
970
970
970
970
9 6 0
SPRUCE WAY
WAYZATABLVDW
C r e e k w o o d T r
T O W N L I N E R D
PC-P01
PC-P07
Q 1 0 =1 3
c f s
Q 1 0 =7 5 c f s
Q 1 0 =5 1 c f s
Q
1
0
=
1
5 cfs
Q 1 0 =5 1 c f s
Q10=24 cfs
Q 1 0 =6 4 c f s
Q 1 0 =4 5 3 c f s
PC-P012209.5 Ac
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
K a t r i n a
P a i n t e r C r e e k
Q o v e r =1 5 c f s
1 8 -i n
1 8 -i n18-i n
6 0 -i n
6 0 -i n
24-in
7 2 -i n
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B1
A2
B2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 2018
Legend !I
A1
Page 1 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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!5 Storm Manhole
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%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M R
R
R
R
R
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"/
"/"/
"/
"/
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%9
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%9 %9
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%9 %9
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%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
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1
0
5
0
1 0 4 0
1 0 3 0
1
0
2
0
1
0
1
0
1
0
0
0
9
9
0
9
8
0
970
102010101000990
10101000
1 0 0 0
9 9 0
1000990
9
8
0
970
1 0 1 0
1 0 0 0
1000
9
9
09
8
0
9
9
0
9
8
0
1 0 2 0
1
0
1
0
1010
1000
1 0 0 0
9 9 0
1 0 0 0
9 9 0
9
9
0
9
8
0
10101000
1
0
0
0
9
9
0
9 8 0
9
7
0
1 0 3 0
1 0 2 0
9
9
0
1 0 0 0
1
0
1
0
1 0 2 0
1 0 1 0
9
8
0
1 0 3 01030 1 0 2 0
1 0 2 0
1 0 2 0
1020
1 0 2 0
1010
1 0 1 0
1 0 1 0
1010
1010
1 0 0 0
1
0
0
0
10 0 0
1 0 0 0
1000
990
990
980
980
9 9 0
9
9
0
9 8 0
980
9 8 0
9
7
0
990
9 7 0
9 7 0
9 7 0
970
9 7 0
970
S I X T H A V E N
J a m estown Rd
H O M E S T E A D
T R
STARKEY
R
D
LC-P01
LC-P02
LC-P03
PC-P02
PC-P06
Q10=453cfs
Q10=72cfs
Q10=151 cfs
Q10=110 cfs
Q 1 0 =2 9 c f s
Q 1 0 =1 1
c f s
Q
1
0
=
1
8 cfs
Q 1 0
=5
c
f s
Q
10=21 cfs
Q10=5 cfs
Q10=111 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
L a k e C l a s s e n
K a t r i n a
Q o v er=8 cfs
Qover=148 cfs
Q o v e r =3 3 c f s
3
0
-
i
n
1 2-in
12-in
12-in
3 6 -i n
1
2
-
i
n
24-in
2
4-in
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B2
A1
B1
A3
B3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
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!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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M R
R
R
R
R
R
RRR
R
R
"/"/
"/"/"/
"/
"/
"/
"/
"/"/
"/"/"/"/"/
"/"/"/"/
"/"/"/"/"/
"/"/
"/"/
"/"/"/
"/"/
"/
"/"/
"/
"/
"/
"/"/
"/
"/"/
"/
"/
"/
"/"/
"/
"/
"/
!
*
"
%9 %9 %9
%9
%9
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%9%9
%9
%9
%9
%9
%9 %9
%9 %9
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%9 %9
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%9%9
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%9
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%9 %9
%9%9
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%9
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%9
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%9
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%9%9
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!5
!5
!5
GeWX
1 0 5 0
1 0 4 0
1 0 3 0
1 0 2 0
1 0 1 0
1 0 0 0
1030
1020
1010
1000
990
980
1020
1000
9
8
0
1 0 3 0102 010101000
1 0 2 0
1 0 0 0
9 9 01020
1000
9 9 0
1 0 3 0
1 0 1 0
10 5 0
1040
1 0 3 0
1 0 2 0
1020
1010
1
0
1
0
1000
1010
1
0
0
0
9
9
0
9 8 09 7 0
9 6 0
1040
1 0 2 0
1010
1000
1 0 1 01000
1000
990
1 0 6 0
1 0 5 0
1 0 5 0
1 0 4 0
1020
1010
1 0 2 0
1 0 1 010101000
9 9 0
980
1030
1010
9 7 0
9 6 0
1 0 3 0
1 0 1 0
1010
1 0 3 0
1
0
3
0
1020
1 0 0 0
9
9
0
1030
1 0 3 0
1
0
3
0
1 0 1 0
1050
1050
1 0 5 0
1 0 5 0
1040
1050
1040
1040
1040
1 0 4 0
1 0 3 0
1 0 3 0
1020
1 0 3 0
1 0 2 0
1 0 3 0
1020
1 0 2 0
1
0
2
0
1
0
1
0
1 0 1 0
1010
1010
1 0 1 0
1010
1 0 0 0
1 0 1 0
1 0 1 0
1000
1 0 0 0
1 0 0 0
9
9
0
1
0
0
0
9 8 0
9
9
0
9 9 0
9 8 0
9 8 0
980
9 8 0
980
1050
1040
10 3 0
C o x F a r m R d
W I L L O W D R N
Salem
Ct
SIXTH AVE N
Shadowood Dr
O L D
C R Y S T A L
B A Y
R D
N
W I L L O W D R
B R O W N R D N
W i l l o w V i e w D r
P h i l l i p s D r
LL-P03
LL-P04LL-P19
LL-P22
LL-P23
LL-P24LL-P25
PC-P18
15-in
24-in24-in
1 5 -i n
Q
1
0
=
4
9
cfs
Q 1 0
=3
c f
s
Q 1 0 =2 6
c f s
Q 1 0 =1 2
c f s
Q 1 0 =2
c f s
Q 1 0 =7 c f s
Q10=5 cfs
Q 1 0 =2
c f s
Q 1 0 =1 5 9 c f s
Q10=16cfs
Q 1 0 =3 6 c f s
Q
10=81 cfs
Q 1 0 =2 1
c f s
Q 1 0 =2 c f s
Q
1
0
=
7
4
cfs
Q10=16cfs
Q 1 0 =6 2
c f s
Q10=29 cfs
Q
1
0
=
7
c
f
s
Q
1
0
=
2
c
f
s
Q10=64 cfs
Q
1
0
=
7
c
f
s
Q 1 0 =3 c f s
Q
1
0
=
2
c
f
s
Q 1 0 =5 6 c f s
Q10=151 cfs
Q 1 0 =5 3 c f s
Q10=72 cfs
Q10=12 cfs
LL-P038.1 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-2340.8 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 AcPC-11731.3 Ac
PC-03453.0 AcPC-04290.3 Ac
PC-0363.3 Ac
PC-04328.9 Ac
PC-1163.5 Ac
PC-11512.1 Ac
PC-119524.2 Ac
D i c k e y 's L a k e
W o l s f e l d
1 2 -i n
1 2 -i n
1 2 -i n
1
2
-
i
n
1 8 -i n
1 2 -i n
1 2 -i n
1 2 -i n
1 2 -i n
24-in
1
2
-i
n
18-in
2 4 -i n
24-in
1 5 -i n
15-in
1 5 -i n
1 2 -i n
15-in
18-in
1 2 -i n
1 5 -i n
12-in
1
8
-i
n
2
4
-
i
n
1
8
-
i
n
1
2-in
1 2 -i n
18-in
1 2 -i n
1 2 -i n
24-in
Q o v e r =3 c f s
Q
o
v
e
r
=
9
c
f
s
Q
over=3 cfs
Qover=40 cfs
Q o v e r =1 1 5 c f s
Q o v e r =1 3 c f s
Q o v e r =1 6 c f s
Q o v e r =5 c f s
Qover=7 cfs
Q ov er=64 cfs Qover=2 cfs
Q
o
v
e
r
=
5
5
c
f
s
Q
o
v
e
r
=
1
4
1
c
f
s
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B3
A2
B2
A4
B4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
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GsWX
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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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
R
R
R
R
R
R
R
R
R
%9
%9
%9
%9
%9
%9
%9
%9%9
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%9
%9 %9%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
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1
0
4
0
1
0
3
0
1020
1
0
1
0
1 0 2 0
1 0 1 0
1 0 0 0
9 9 0
9 8 0
9 7 0
9 6 0
1 0 1 0100 099 098 097 0
1
0
2
0
1
0
1
0
1
0
0
0
9
9
0
9
8
0
1020
10101000
970
9
9
0
9
8
0
9
6
0 9 9 0
9 8 0
1 0 1 0
1 0 0 0
1
0
0
0
990
9
8
0
970
1 0 2 0101 0
103010201010
1
0
2
0
1
0
1
0
1 0 1 01000990
9
9
0
9
7
0
9 9 0
9709
9
0
9
8
0
9 9 0
9 8 0
970
9 9 0
9 8 0
1050
1040
1030
1020
1 0 1 0
1 0 0 0
1
0
2
0
1
0
1
0
1 0 2 0
1
0
1
0
1 0 1 0
1
0
0
0
1
0
1
0
1
0
0
0
1 0 0 0
9 9 0
1 0 0 0990
1
0
0
0
9
9
0
1
0
0
0
9
9
0
990
980
9
8
0
97
0
9 8 0970
9
8
0
9
7
0
970960
1
0
3
0
1 0 2 0
1
0
0
0
9
9
0
1 0 0 0
9 9 0
9 9 0
980
9 9 0
9 8 0
9
9
0
9
8
0
990
9 8 0
9
8
0
9
7
0
970960
9
7
0
9
6
0
9
7
0
9
6
0
970960
1 0 3 0
1030
960
980
9 5 0
1
0
0
0
9 5 0
99
0
1 0 3 0
1000
9
6
0
1020
1
0
1
0
100
0
980
1 0 3 0
1 0 3 0
1
0
3
0
1030
1030
1
0
1
0
1020
1 0 2 0
1 0 2 0
1020
1 0 2 0
1 0 1 0
1010
1 0 1 0
1
0
1
0
1010
1 0 0 0
1010
1
0
0
0
1000
9 9 0
9
9
0
990990
990
1000
1 0 0 0
1000
1 0 0 0
990
1 0 0 0
990
980
9 9 0990
9 9 0
9 8 0
9
8
0
9
9
0
9 9 0
9 9 0
9 9 0
9 9 0
990
9 9 0
990
9 9 0
9
8
0
9
9
0
9 7 0
980
9
8
0
9
6
0
9
6
0
9
6
0
970
960
9 7 0
960
9
6
0
990
9 9 0
9 8 0
970
S I X TH AVE N
K
n
o l l M a n n o r R d
T A M A R A C K D R
W
y
n
d
mereRd
T a n g l e w o o d R d
L A K E V I E W T E R
LL-P05
LL-P30
LL-P31
LL-P33
LL-P34
LL-P35
LL-P38
LL-P39
LL-P56
LL-P57
Q
1
0
=
1
6
1
c
f
s
Q 1 0 =1 0cfs
Q10=2 cfs
Q10=1 cfsQ10=161
cfs
Q 1 0 =1 2
c f s
Q 1 0 =4 1
c f s
Q10=160
cfs
Q10=78cfs
Q 1 0 =1 2 c f s
Q 1 0 =3 c f sQ10=1 2cfs
Q 1 0 =1 3 c f s
Q 1 0 =1 1 8 c f s
Q10=26 cfs
Q 1 0 =5 1 c f s
Q
1
0
=
2
4
c
f
s
Q
1
0
=
2
0
c
f
s
Q
10
=
180 cfs
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 Ac
LL-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
W o l s f e l d
Q o v e r =1 3 c f s
Q o v e r =3 c f s Q o v e r=2 7 c fs
1 5 -i n
18-in
1 8 -i n
18-in
15-in
48-in
1
8
-
i
n
1 2 -i n
2 4 -i n
2
4
-
i
n
1 8 -i n
4
8
-
i
n
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B4
A3
B3
A5
B5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
F1 F2 F3 F4
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
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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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
"/
"/"/
%9
%9
%9
%9 %9
%9%9
%9
%9
%9
%9
%9
%9
%9 %9
%9
%9
%9
%9 %9
%9
%9
%9
GeWX
1 0 6 0
1
0
5
0
1
0
3
0
1
0
2
0
9
9
0
1 0 5 01040
1 0 3 0102010101000
1 0 1 0
1 0 0 0
1 0 5 0
1 0 4 0
1030
1020
1010
1000
9 9 0
1 0 4 0
1
0
3
0
1 0 2 01010
1 0 2 0
1 0 1 0
1 0 3 0
1 0 2 0
1
0
2
0
1010
10 5 0
1 0 4 0
1
0
4
0
1
0
3
0
9
9
0
9
8
0
9 8 0
9 7 0
98 0970
1
0
5
0
1
0
4
0
1
0
5
0
1040
1 0 4 0
1 0 3 0
1 0 3 0
1 0 2 0
1 0 2 0
1010
1 0 0 0990
1000990
1
0
1
0
1 0 0 0
1 0 6 0
9 9 0
1 0 2 0
1 0 4 0
9
8
0
990
9 9 0
1030
1 0 3 0
1 0 3 0
10 2 0
1
0
3
0
990
9 7 0
9 9 0
1060
1 0 4 0
1 0 4 0
1040
1 0 4 0
1040
1 0 4 0
1 0 4 0
1 0 4 0
1030
1030
1
0
3
0
1 0 2 0
1030
1 0 3 0
1030
1 0 3 0
1030
1 0 3 0
1
0
3
0
1 0 3 0
1
0
3
0
1
0
2
0
1
0
2
0
1
0
2
0
1 0 2 0
1
0
2
0
1 0 2 0
1 0 0 0
1000
1000
9
9
0
1 0 0 0
9 8 0
9
9
0
9 9 0
980
9 7 0
1 0 0 0
990
9 8 0
H o l l a n d e r R d
SIXTH AVE N
HunterPas s
H U N T E R D R
M o o n e y L a k e D r
S P R I N G H I L L R D
W
IL
L
O
W
B
R
O
O
K
D
R
LL-P08
LL-P11
LL-P39
LL-P40
LL-P43
LL-P44
LL-P45
LL-P46
LL-P48
LL-P58
LL-P59
MO-P01MO-P02
MO-P03
MO-P04
MO-P05
MO-P07
MO-P08
1 2 -i n
Q10=5cfs
Q10=7cfs
Q 1 0 =1 2
c f s
Q 1 0 =9 c f s
Q 1 0 =3 8
c f s
Q 1 0 =4 7
c f s
Q10=22 cfs
Q 1 0 =3 0 c f s
Q 1 0 =8 c f s
Q 1 0 =3 0 c f s Q 1 0 =1 0 c f s
Q 1 0 =1 6 c f sQ
1
0
=
9
c
f
s
Q 1 0 =1 c f s
Q10=33 cfs
Q
1
0
=
2
0
c
f
s
VOID415.1 Ac
VOID7.7 AcMO-P054.4 Ac
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-P123.3 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
M o o n e yLake
M o o n e y L a k e
1 5 -i n
18-in
12-in
3 0 -i n
12-in
4
8
-in
12-in12-in
1 5-in
1 8 -i n
2 4 -i n
1 5 -i n
4
8
-
i
n 5 4 -i n
1 8 -i n
2 4 -i n
Qover=2 cfs
Qover=29 cfs
Qover=20 cfs
Q o v e r=8 cfs
Qover=3 cfs
Qover=7 cfs
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B5
A4
B4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
F1 F2 F3 F4
G1 G2 G3 G4
)n
)n
GsWX
GoWX
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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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
"/"/
"/
"/
"/
"/
"/
"/
"/
"/
"/
"/
"/
"/"/
"/"/"/"/
"/"/
"/
"/
"/
"/"/
"/"/
"/"/
"/
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9 %9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9 %9 %9 %9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9 %9
%9
%9%9%9
%9
%9
%9%9%9
%9
%9%9
%9
%9
%9 %9
%9
%9
%9
%9
%9
%9 %9%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9 %9 %9 %9
%9 %9
%9
%9
%9%9%9
%9
%9
%9%9
%9%9 %9
%9
%9
%9
%9%9
%9
%9
!5
!5
!5
GeWX
GeWX
1 0 4 0
1 0 2 0
1 0 1 0
1 0 0 0
9 8 0
9 7 0
9 6 0
10201000970
990
9 6 0
1 0 4 0102010101000
103010201010
1000
1000
970
960
1 0 1 0
9 9 0
9 8 0
9 7 0
1 0 1 0
1 0 0 0
1000
990
980
1 0 0 0
9 9 0
9
8
0
9
9
0980
1000
9
9
0
1000
990
990
980
9
9
0
9
8
0
960
950
940
1 0 4 0
1
0
3
0
980
9 7 0
9 5 0
9
4
0
990
940
9 8 0
1 0 3 0
1040
1
0
0
0
9 6 0
990
970
1010
990
1
0
0
0
970
980
9 7 0
9
6
0
1 0 4 0
1 0 1 0
1 0 1 0
1 0 0 0
1 0 1 0
1 0 1 0
1010
1000
1000
1000
1 0 0 0
1000
1 0 0 0
9 9 0
9
9
0
9 9 0
990
9 9 0
9 8 0
980
980
9
8
0
980
980
980
9
7
0
9
7
0
9 7 0
9
6
0
9 4 0
990
9 9 0
980
970
LUCE LINE TR
T u r n h a m D r
S I X T H A V E N
M C C U L L E Y R D
CHIPPEWA LA
WolvertonPl
WATERTOWNRD
T O W N L I N E R D
K o k e s h F a r m R d
T U R N H A M R D
HuntFarmRd
D
e
b
o
r
a
h
D
r
O R C H A R D P A R K R D
PC-P10
PC-P12
PC-P13
PC-P14
PC-P15
PC-P16
PC-P17
PC-P20
PC-P22
SB-P01
SB-P02
SB-P03
SB-P04
SB-P20
SB-P21
1 2 -i n
2
4
-in
Q 1 0 =4 0
c f s
Q 1 0 =1 3
c f s
Q 1 0 =7 5
c f s
Q 1 0 =4 7
c f s
Q10=7cfs
Q10=94cfs
Q 1 0 =1 c f s
Q
10
=15 cfs
Q10=15 cfs
Q
1
0
=
1
c
f
s
Q 1 0 =9 c f s
Q 1 0 =2cfs
Q10=1 cfs
Q10=13cfs
Q
1
0
=
6
4
cfs
Q10=29 cfs
Q
10=119 cfs
Q
1
0
=
1
2
7
c
f
s
Q10=11 cfs
Q
1
0
=
7
0
c
f
s
Q 1 0 =4 5 c f s
Q 1 0 =2 9 c f s
Q 1 0 =5 7 c f s
Q10=158 cfs
Q 1 0 =1 3 c f s
Q 1 0 =2 3 c f s
Q 1 0 =8 c f s
Q
1
0
=
3
3
c
f
s
Q 1 0
=3
5 c f s
Q
10
=3
6 cfs
Q 1 0 =1 9 c f s
Q
1
0
=
8
2
c
fs
Q10=136 cfs
Q 1 0 =2 0 c f s
Q 1 0 =1 2 c f s
Q 1 0 =4 4 c f s
Q 1 0 =5 6 c f s
Q10=1 cfs
Q 1 0 =5 5 c f s
Q10=24 cfs
Q 1 0 =8 5 c f s
Q
10=8 cfs
Q 1 0 =5 5 c f s
Q o v e r =1 5 c f s
Q o v e r =1 1 c f s
SB-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 A c
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
P a i n t e r C r e e k
Q o v e r =2 5 c f s
Q o v e r =1 3 c f s
Q o v e r =7 c f s
Q o v e r =11 c f s
Q o v e r =3 6 c f s
Qover=3 cfs
Qover=19 cfs
Qover=1 cfs
Q
o
v
e
r
=
4
c
f
s
Q o v e r =3 3 c f s
Q o v e r =1 0 c f s
Q o v e r =2 c f s
1
5
-i
n
1 2 -in
18-in
1 2 -i n
1 2 -i n
1
2-in
1
5
-in
1
2
-
i
n
1 8 -i n
1 8 -i n
1 2 -i n
1 8 -i n
15-in
1 8 -i n
1 8 -i n
1 8 -i n
1 2 -i n
27-in
1
2-in
1 8 -i n
1 2 -i n
18-in24-i n
24-in
1 8 -i n
1
2
-
i
n
3 6 -i n
2 4 -i n
1
5
-
i
n
2 4 -i n
12-in
1 8 -i n
1 2 -i n
1 2 -i n
1 2 -i n
5 4-in
1 5 -i n
24-in
1
2
-
i
n
1 2 -i n
1 5 -i n
1 2 -i n
12-in
6 -i n
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A1 A2
C1
B2
C2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
G1 G2 G3 G4
)n
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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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
"/
"/
"/
"/"/"/
"/
"/
"/
"/
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"/
"/"/
"/
"/
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"/"/
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"/"/
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"/"/"/
"/"/
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%9%9%9
%9
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%9
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%9
%9
%9
%9
%9
%9
%9
%9%9
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%9
%9%9
%9%9
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%9
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%9
%9
%9
%9
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%9%9
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%9%9
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%9 %9 %9 %9
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1 0 5 0
1 0 4 0
10301020
1 0 1 01000
1000
990980
9
7
0
1 0 5 0
1 0 4 0
1 0 3 010
2
0
1010
1 0 1 0
1 0 0 0
9 9 0
9 8 0
1 0 1 0
1 0 0 0
9 9 0 9 8 0
1
0
2
0
1
0
1
0
1 0 0 0990
1 0 1 0
1 0 0 0
1 0 1 0
1 0 0 0
1000
980
1 0 2 0
1 0 1 0
1
0
1
0
1
0
0
0
9
9
0
1000
990
1 0 0 0
9 9 0
980
9
7
0
1000
990
990
980
1 0 2 0
1000
990
1020
1 0 2 0
1000
1 0 1 0
1010
980
1
0
0
0
990970
980
1
0
4
0
1 0 1 0
1000
1000
10
0
0
1000
9 9 0
9 8 0
990
990
980
9 7 0
9 8 0
9
8
0
9 7 0
970
9 7 0
9 7 0
970
10 0 0
990
9 8 0
9 8 0
9 8 0
9 7 0
970
970
9 7 0
S I X T H A V E N
Lillian L n
JacobsMillRd
WAYZATA BLVD W
WATERTOWN RD
USHWYNO12
S T U B B
S
B A Y
R D
N
LC-P04
LC-P05
LC-P06
LC-P16
PC-P03
PC-P04PC-P05
PC-P06
PC-P08
PC-P09
PC-P21
6 -i n
Q10=15cfs
Q10=15cfs
Q 1 0 =2 9 8
c f s
Q10=12cfs
Q
1
0
=
2
9
c
f
s
Q10=6cfs
Q 1 0 =5 c f s Q
1
0
=
2
1
c
f
s Q10=151 cfs
Q
1
0
=
1
9
c
f
s
Q 1 0 =1 9 c f s
Q 1 0 =1 1 c f s
Q10=39 cfs
Q 1 0 =9 1 c f s
Q 1 0 =9 c f s
Q10 =2 8 cfs
Q
10=56 cfs
Q 10 =9 7 cf s
Q 1 0 =5 c f s
Q
10=16 cfs
Q10=66 cfs
Q 1 0 =6 6 3 c f s
Q 1 0 =2 1 9 c f s
Q 1 0 =7 c f s
Q10=5 cfs
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 Ac
PC-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
L a k e C l a s s e n
Q o v er=8 cfs
Q
o v
e r
=1
2
c f s
Q o v e r =2 0 c f s
Qover=148 cfs
Q
o
v
er
=
6
4 cfs
Q
over=26 cfs
Qover=17 cfs
18-in
12-in24-in
18-in
1 2 -i n
1 2-in
1 5 -i n
1 5 -
i n
15-in
1 2 -i n
1 5 -i n
12-in
24-in
2
7-in
3 6 -i n
2 4 -i n
1 8 -i n
2 1 -i n
2
4
-
i
n
12-in
1 8 -i n
1 2 -i n
1 8 -i n
3 6 -i n
2
4-in
3 6 -i n
18-in
21-in
3 6 -i n
3 6 -i n
18-in
18-in 15-in
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
June 2018
Legend !I
B2
Page 7 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
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?«A@
?ÌA@
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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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
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WAYZATA BLVD W
C o b b l e s t one Ct
WoodDuckTrl
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r
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gewater
Dr
GLENDALE DR
L i l l i an Ln
G o l d e n r o d W a y
S A N D
H
I
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W e s t Farm Rd
KELLEY PKWY
Woodhaven Dr
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B R O W N R D N
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ill
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B
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S
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ndst o ne C t
DICKEYLAKEDR
Sugarwood Dr
W I L L O W D R N
LL-P01
LL-P02
LL-P06
LL-P16
LL-P19
LL-P27
LL-P28
TL-P08TL-P51
1 8 -i n
1
2-in
1 2 -i n
1 5 -i n
1 8 -i n
1 2 -i n
48-in
1 8 -i n
15-in
15-in
12-in
24-in
18-in
1 5 -i n
42-in
12-in
Q
10
=2
cfs
Q 1 0 =8 c f s
Q 1 0 =1 1
c f s
Q 1 0 =7 c f s
Q 1 0 =1cfs
Q10=5cfs
Q 1 0 =5 c f s
Q 1 0 =6 5
c f s
Q10=75cfs
Q
10=1
cfs
Q 1 0 =2 4
c f s
Q 1 0
=1
9
c f s
Q10=27cfs
Q10=1cfs
Q10=30cfs
Q
1
0
=
2
9
c
f
s
Q 10 =1 6 c f s
Q 1 0 =7 c f s
Q 1 0 =3 c f s
Q 1 0 =7
c f s
Q 1 0 =3cfs
Q 1 0 =2 8
c f s
Q 1 0
=2
c f s
Q10=8cfs
Q 1 0 =1 0 6 c f s
Q 1 0 =6 2
c f s
Q10=21cfs
Q 1 0 =1 2 c f s
Q 1 0 =4 c f s
Q10=123 cfs
Q 1 0 =7 0 c f s
Q10=109 cfsQ10=23 cfs
Q 1 0 =4 c f s
Q
1
0
=
4
9
c
f
s
Q 1 0 =2 4 c f s
Q 1 0 =7
c f s
Q 1 0 =1 0 4 c f s
Q
10=54 cfs
Q10=9 cfs
Q10=75 cfs
Q 1 0 =3 5 c f s
Q10=85 cfs
Q
10
=
5
4 cfsQ10=24 cfs
Q10=12 cfs
Q
1
0
=
2
c
f
s
Q10=12 cfs
Q 1 0 =3 7 c f s
Q 1 0 =2 6 4 c f s
Q
1
0
=
9
6 cfs
Q10=17 cfs
Q
1
0
=
3 cfs
Q10=38 cfs
Q10=1 cfs
Q10=25 cfs
Q
1
0
=
1 cfs
Q
1
0
=
2
1
cfs
Q
1
0
=
7 cfs
Q 1 0 =7 2 c f s
Q 1 0 =7 0 c f s
Q 1 0 =1 1 3 c f s
Q
1
0
=
2
3
0
c
f
s
Q 1 0 =5 5 c f s
Q
10=34 cfs
Q10=14 cfs
Q10=27 cfs
Q10=106 cfs
Q 1 0 =1 6 c f s
Q10=8 cfs
Q10=12cfs
Q o v e r =1 5
c f s
Q
o
v
e
r
=
3
c
f
s
Qover=11 cfs
Qover=10cfs
Q o v e r =2 2
c f s
Qover=30cfs
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-0567.5 Ac
LL-P21103.6 Ac
LL-27 03.6 A c
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-23 61.8 Ac
LL-2415.2 Ac
LL-2446.7 Ac
LL-0675.8 Ac
LL-07 11.4 Ac
LL-2340.8 Ac
LL-2204.6 Ac
LL-0143.2 Ac
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-P 3120.8 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-31 56.5 A c
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 A c
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-0692.1 Ac
LL-0701.4 Ac
LL-0433.6 Ac
LL-1763.3 Ac
LL-1721.5 Ac
FR-0831.9 Ac
D i c k e y 'sLake
1 5 -i n
12-in
3
6
-
i
n
1 2 -i n
12-in
12-in
30-in
15-in
2 4 -i n
1 2 -i n
3
0
-in12-in
15-in
12-in
3 0 -i n
1 8 -i n
1 5 -i n
1 2 -i n
18-in
12-in
1 2 -i n
18-in
21.96-in
1 2 -i n
3 0 -i n
3
6
-i n
27-in
1 5 .9 6 -i n
1 2 -i n
1 5 .9 6 -i n
1 8 -i n
18-in
1 2 -i n
1 2 -i n
1 8 -i n
1 2 -i n
1 5 -i n
1
2
-in
18-in
1 5 -i n
12-in
2 7 -i n
12-in
24-in
1 5 -i n
1 2 -i n
1 5 -i n
24-in
2 4 -i n
1 2 -i n
3 6 -i n
1 5 -i n
12-in
12-in
1 2 -i n
30-in
1 2 -i n
15-in
7 2 -i n
1 8 -i n
30-in
1 2 -i n
12-in
1 8 -i n
12-in
2 7 -i n
3 6 -i n
1 8 -i n
30-in
3 6 -
i n
1 5 -i n
48-in
15-in
3 0 -i n
18-in
3 6 -i n
1 2 -i n
48-in
1
2
-
i
n
3 6 -i n
12-in
12-in
30-in
1 8 -i n
48-in
12-in
1 8 -i n
18-in
1
8
-
i
n
2 4 -i n
18-in
30-in
60-in
1 2 -i n
30-in
1 8 -i n
3 0 -i n
4 2 -i n
24-in
48-in
1
8
-
i
n
24-in
1 2 -i n
1 5 -i n
5 4 -i n
1 5 -i n
12-in
6 0 -i n
1 2 -i n
42-in
1 2 -i n
54-in15-in 36-in
18-in 24-in21-in
Q
o
v
e
r
=
4
1 cfs
Qover=9 cfs
Q o v e r =3 c f s
Q o v e r =3 0 c f s
Q o v e r =3 7 c f s
Q o v e r =1 4 c f s
Q
o
v
e
r
=
4
2 cfs
Q o v e r =1 c f s
Qover=15 cfs
Q o v e r =1 5 c f s
Qover=12 cfs
Q o v e r =4 3 c f s
Qover=80 cfs
Qover=18 cfs
Qover=23 cfs
Qover=6 cfs
Q o v e r =1 1 c f s
Qover=60 cfs
Qover=2 cfs
Qover=6 cfs
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
June 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
G1 G2 G3 G4
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Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
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09
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9 9 0
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9 8 0
9 6 0
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9 8 0
9 7 0
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9 7 0
970
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9
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0
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9 7 0950
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9 7 0
9 6 0
9 6 0
9 5 0
9 5 0
1020
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9
5
0
980
9
7
0
9 5 0
1010
950
1 0 0 0
1000
99
0
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9
5
0
950
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1 0 2 0
1
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0
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990
1000
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9
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970
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9 5 0
W
A
Y
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A
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A
B
L
V
D
W
D A KOTAAVE
WestFarm R d
O LD LONG LAKE RD
BROWNRDN
SPRINGHILLRD
USHWYNO12
LongLakeBlvd
E A S T L O N G L A K E R D
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
Q 1 0 =1 2
c f s
Q
1
0
=
5
1
c
f
s
Q 1 0 =1 9 9
c f s
Q10=5cfs
Q
1
0
=
1
4
c
f
s
Q 1 0 =2 0 c f s
Q 1 0 =4 1
c f s
Q10=5 cfs
Q10=156 cfs
Q
1
0
=
4
c
f
s
Q10=16 cfs
Q10=123 cfs
Q
1
0
=
9
6
cf
s
Q 1 0 =4 2
c f s
Q10=4 cfs
Q 1 0 =1 9 c f s
Q 1 0 =1 3 c f s
Q10=152 cfs
Q
1
0
=
2
4
c
f
s
Q 1 0 =7 1 c f s
Q 1 0 =2 7 c f s
Q10=154 cfs
Q 1 0 =2 6 4 c f s
Q 1 0 =6 5 c f s
Q
10=142 cfs
Q
10=78 cfs
Q10=188 cfs
Q 1 0 =1 7 c f s
Qover=9cfs
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-P057.8 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
L o n g L a k e
24-in
1 5 -i n
2
4
-
i
n
24-in
1 5 -i n
48-in
2 4 -i n
1 5 -i n 48-in
2 4 -i n
4 8 -i n
7
2
-
i
n
24-in24-i n
60-in
3 6 -i n
3 6 -i n
2 7 -i n
3 6 -i n
2 7 -i n
2 4 -i n
7 2 -i n
2 9 .0 4 -i n
27-in
15-in
24-in
Q o v e r =1 2 c f s
Qover=31 cfs
Qover=6 cfs
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
June 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
F1 F2 F3 F4
G1 G2 G3 G4
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!
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"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
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1 0 0 0
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980
9
8
0
9
7
0
9 9 0
9 7 0
980
970
9 8 09 7 09
6
0
9
8
0
9 7 0
9 8 0
9 7 0
9 6 0
1 0 3 01
0
2
0
1010
1000
1 0 0 0990
9 8 09
7
0
980
970
980
970
9 8 0970
9
8
0
9
7
0
1 0 3 0
1040
960
1 0 1 0
1 0 5 0
1 0 3 0
1 0 2 0
1 0 1 0
1
0
6
0
9 9 0
9 9 0
1000 9 8 0
9 8 0
9 8 0
970
960960
9 6 0
9 8 0
1 0 3 0
1 0 3 0
1 0 4 0
1040
1
0
4
0
1030
1 0 3 0
1020
1 0 2 0
1020
10
1
0
1010
1 0 1 0
1 0 1 0
1 0 1 0
1010
1 0 1 0
9 9 0
1
0
0
0
1 0 0 0
1000
1 0 0 0
1
0
0
0
9 8 0
9 9 0
9 9 0
990
990
9 9 0
980
9 8 0
980
980
97 0
9 7 0
9 8 0
980
970
9 8 0
9 8 0
9 8 0
9
7
0
9 7 0
9
7
0
960
970
9 7 0
9 6 0
970
9 6 0
9 6 0
9 6 0
960
950
970
9 7 0
960
R u a n n R d
SIXTHAVEN
L U C E L INE TR
E A S T L O N G L A K E R D
Hollander Rd
OLDLONGLAKERD
SPRING H I L L R D
F E R N D A L E R D N
W a k e f i e l d R d
CH E V Y C H A S E D
R
HA-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
LL-P60
MO-P05
PL-P03
PL-P04
PL-P05
PL-P08
PL-P09
PL-P65
24-in
12-in
12-in
12-in
12-in
1
2
-
i
n
1 2 -in
24-in
1
2
-i
n
24-in
1 5 -
i n
1 2 -i n
1
2
-
i
n
Q
1
0
=
2
2
c
f
s
Q10=2cfs
Q
1
0
=
3
cfs
Q 1 0 =1 6
c f s
Q 1 0 =3 2 c f s
Q 1 0 =3 c f s
Q 1 0 =7
c f s
Q 1 0 =3 3 c f s
Q10=16 cfs
Q10=9cfs
Q 1 0 =1
c f s
Q
1
0
=
3
c
f
s
Q 1 0 =2 1 c f s
Q 1 0 =6 5 c f s
Q 1 0 =2 8 c f s
Q10=37 cfs
Q 1 0 =3 c f s
Q
1
0
=
4
1
c
f
s
Q10=33 cfs
Q10=27 cfs
Q10=7 cfs
Q10=51 cfs
Q
1
0
=
2
0
c
f
s
Q 1 0 =2 2 c f s
Q
1
0
=
3
2 cfs
Q10=3 cfs
Q10=35 cfs
Q o v e r =1 c f s
Q o v e r =1 3 c f s
Q o v e r =9 c f s
VOID415.1 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
MO-0120.9 Ac
HA-0020.8 Ac
LL-P5311.5 Ac
H a d l e yLake
L o n gLake
L y d i a r dLake
12-in
12-in
12-in
1 2 -i n
12-in
2 4 -i n
12-in
1 2 -i n
2 4 -i n
1
8
-
i
n
12-in
1 2 -i n
12-in
1
2-in
12-in
12-in
60-in
12-in
12-in24-in
36-in
1 2 -
i n
2 4 -i n
4
8
-in
12-in
2 4 -i n
1 2 -i n
2 4 -i n
2 4 -i n
1
2
-
i
n
24-in
12-in
2
4
-
i
n
2 4 -i n
1
2
-
i
n
1 5 -i n
2 4 -i n
1 8 -i n
2 4 -i n
2 4 -i n
2 4 -i n
2 4 -i n
1 8 -i n
36-in
Q o v e r =1 0 c f s
Qover=22 cfs
Q
o
v
e
r
=
2
0
c
f
s
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
A4 A5
C5
B4
C4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
GeWXGeWX
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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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
"/"/
"/
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GsWX
1 0 3 0
1 0 2 0 1
0
1
0
1
0
0
0
9
9
0 9 8 0
9
6
0
9
5
0
9
4
0
9
7
0
9
6
0
9
5
0
9
8
0
9 7 0
9 6 0
9 4 0
9709
6
0
9
3
0
980
95 0
9 4 0
1
0
1
0
1
0
0
0
9
9
0
1
0
2
0
1
0
1
0
9
9
0
9 9 0
9 8 0
9 7 0
1
0
0
0
99
0
1
0
4
0
1
0
3
0
1
0
2
0
1 0 2 0
1 0 0 0
9 8 0
9 7 0
99 0980
9 9 0980
1 0 0 0
990
970
960
9 7 0
9 6 0 9
5
0
1 0 4 0
1 0 3 01000
990
1
0
1
0
1
0
0
0
9
9
0
980
970
9 7 0
9 6 0
9
6
0
950
950
940
9 4 0
9
3
0
9
5
0
9
4
0
950
940
9 9 0
9 8 0
980
970
9 4 0
9 3 0
1
0
4
0
9
7
0
9 9 0
950
9
4
0
9
7
0
930
1000
9
6
0
9
4
0
9 8 09 9 0
990
1 0 0 0
9
7
0
9
7
0
960
1 0 2 0
1010
9
8
0
980
960
1
0
4
0
1 0 3 0
1 0 4 0
1 0 4 0
1 0 3 0
1 0 3 0
1
0
3
0
1 0 3 0
1 0 3 0
1 0 1 0
1020
1 0 2 0
1 0 1 0
1 0 1 0 9 9 0
9 9 0
1000
1 0 0 0
1
0
0
0
1 0 0 0
1000
9
9
0
9 8 0
9
8
0
9
7
0
980
980
970
9 7 0
9
7
0
9
7
0
970
9 6 0
960
9 6 0
9
5
0
950
9 5 0
950
940
9 3 0
930
9 3 0
9
3
0
930
930
9 3 0
930
930
C r i s t o f o r i C i r
S t An drewsSt
BAYSIDE
RD
W e s t l a k e S t
LUCELINETR
ELM ST
B
a
y
s
i
d
e
T
rl
M C C U L L E Y
R D
C O R D
N O 1 9
NORTH ARM DR W
N
O
R
TH
A
R
M
D
R
T O N K A W A
R D
P
A
R
K
L
A
L u c e L i n e R i d g e
A u g u s t a S t
L
a
keviewPkwy
FL-P01
FL-P02
FL-P04
NA-P02
NA-P05
NA-P07
SB-P06
SB-P07
SB-P09
SB-P20
2 4 -i n
1 5 -i n
1 8 -i n
3 6 -i n
1 2 -i n
1 2 -i n
24-in
12-in
Q
1
0
=
3
c
f
s
Q10=427cfs
Q 1 0 =1 7
c f sQ10=67cfs
Q10=4cfs
Q10=56cfs
Q 1 0 =1 2 c f s
Q10=5 cfs
Q10=22cfs
Q 1 0 =2
c f s
Q 1 0 =2 3
c f s
Q 1 0 =1 9 c f s
Q 1 0 =4 6 c f s
Q10=2 cfs
Q
10=30
cfs
Q
1
0
=
2
7
c
f
s
Q 10 =4 9cfs
Q 1 0 =3 c f s
Q10=30 cfs
Q
1
0
=
1
2 cfs
Q 1 0 =1 2 c f s
Q10=33cfs
Q 1 0 =7
c f s
Q 1 0 =2 1 c f s
Q
1
0
=
7
2
c
f
s
Q 1 0 =8
c f s
Q 1 0 =4 c f s
Q
1
0
=
7
0
c
f
s
Q10=28 cfs
Q
10=7 cfs
Q10=48 cfs
Q 1 0 =1 4 c f s
Q10=18cfs
Q 1 0 =5 0 c f s
Q 1 0 =3 3 c f s
Q 1 0 =2 8 c f s
Q10=54 cfs
Q 1 0 =1 8 c f s
Q
1
0
=
6
4 cfs
Q10=70 cfs
Q10 =2 4 cfs
Q 1 0 =1 1 0 c f s
Q 1 0 =4 c f s
Q 1 0 =2 c f s
Q 1 0 =4 4 6 c f s
Q 1 0
=7
2 c f s
Q 1 0 =2 c f s
Q10=8 cfs
Q10=107 cfs
Q10=1 cfs
Q 1 0 =5 c f s
Q
10
=
1
3 cfs
Q 1 0 =2 9 3 c f s
Q10=113 cfs
Q o v e r =1 1 c f s
Qover=4 cfs
SB-075279.8 Ac
SB-P203.9 AcSB-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-04 51.6 A c
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 -P0 12.2 A c
S t u b b sBay
N o r t h A r m
Q o v e r =2 c f s
Q o v e r =1 1 c f s
Q o v e r =3 6 c f s
Qover=8 cfs
Q
o
v
e
r
=
1
3
cfs
Q o v e r =3 c f s
Qover=24 cfs
Q ov er=15 cfs
Qover=20 cfs
Qover=2 cfs
Qover=31 cfs
Q o v e r =1 1 c f s
Q o v e r =2 2 c f s
Qover=15 cfs
Qover=19 cfs
Q
o
v
e
r
=
1
c
f
s
Q o v e r =2 3 c f s
1
5
-
i
n
1 8 -i n
1 2 -i n
1
5
-
i
n
12-in
2 4 -i n
1 5 -i n
12-in
1 5 -i n
15-in
3 0 -i n
1 8 -i n
15-in
15-in
2 4 -i n
1 8 -i n
12-in
1
2
-i
n
12-in
2 4 -i n
1
2
-in
1 2 -i n
24-in
24-in
1
8-in
1 5 -i n
18-in
24-in
18-in
18-in
1 5 -i n
1 8 -i n
1 8 -i n
24-in
15-in
2 4 -i n 2 4 -i n24-in
24-in
1 8 -i n
24-in
6 -i n
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B1 B2
D1
C2
D2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
F1 F2 F3 F4
G1 G2 G3 G4
)n
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GoWX
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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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
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RR
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BAYSIDE RD
EILEEN ST
W e a r L a
Eastlake St
S u s s e x L a
Lillian L n
B E D E R W O
O
D
D
R
FoxSt
RidgewoodCir
Somerset La
Christine Dr
T O N K A
A V E
K
i
n
t
y
r
e
L
a
W E A R
L A
N
C R E S T V I E W A V E
HIGHLA
C
r
y
s t a l
C r e e k R d
WATERTOWNRD
S T U B B S
B A Y
R D
S
LUCE LINE TR
C Y G N E T
P L
Sussex Rd
O x f o r d
R
d
G
r
a
h
a
m
H
i
ll
R
d
L E A F S T
FR-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-P10
SB-P12
SB-P13
SB-P14
SB-P15
SB-P17
SB-P19
1 5 -i n
1 2 -i n
1 2 -i n
1 5 -i n
1
2
-in
2 4 -i n
Q 1 0 =3 1cfs
Q10=7cfs
Q 1 0 =3 2
c f s
Q 1 0 =6 2 c f s
Q 1 0 =5 6
c f s
Q10=32 cfs
Q 1 0 =2 8
c f s
Q10=54cfs
Q 1 0 =1 7 4
c f s
Q 1 0 =7cfs
Q10=11cfs
Q10=7cfs
Q 1 0 =6 9 c f s
Q
10=3
cfs
Q 1 0 =1 3 1 c f s
Q10=4 cfs
Q
1
0
=
9
c
f
s
Q10=427 cfs
Q10=44cfs
Q 1 0 =1 2 c f s
Q 1 0 =2 9
c f s
Q10=6 cfs
Q10=446cfs
Q 1 0 =1 1cfs
Q10=6 cfs
Q10=6cfs
Q
10=117 cfs
Q 1 0 =4 3 c f s
Q 1 0 =4 2 c f s
Q10=3 cfs
Q10=16 cfs
Q 1 0 =4
c f s
Q 1 0 =2 0 c f s
Q10=9 cfs
Q 1 0 =7 c f s
Q10=25 cfs
Q 1 0 =1 6 0
c f s
Q
1
0
=
2
1
c
f
s
Q 1 0 =1 3 1 c f s
Q 1 0 =1 4 c f s
Q 1 0 =1 1 0 c f s
Q 1 0 =2 4 c f s
Q 1 0 =4 0 c f s
Q 1 0 =2 0 c f s
Q 1 0 =2 1 c f s
Q 1 0 =3 9 c f s
Q 1 0 =2 9 8 c f s
Q 1 0 =2 5 7 c f s
Q 1 0 =5 1 c f s
Q
1
0
=
1
1
c
f
s
Q 1 0 =7 c f s
Q 1 0 =5 c f s
Q
1
0
=
7
c
f
s
Q10=15 cfs
Q10=7 cfs
Q
1
0
=
11
9 cfs
Q 1 0 =1 3 0 c f s
Q
1
0
=
9
0
c
f
s
Q 1 0 =8 1 c f s
Q10=49 cfs
Q10=28 cfs
Q 1 0 =1 6 c f s
Q10=122cfs
Q10=12 cfs
Q 1 0 =8 c f s
Q o v e r =2 2 c f s
Q
o
v
e
r
=
3
c
f
s
Qover=16cfs
Q o v
e r =2
c f s
Q o v e r =7 c f s
Q
o
v
e
r
=
1
3
cfs
Q
over=26 cfs
Qover=34cfs
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-P278.9 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 Ac
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
M i l l sPond
S t u b b s B a y
Q
o
v
e
r
=
9
c
f
s
Q o v e r=1 6 c f s
Q o v e r =4 3 c f s
Q o v e r =1 0 c f s
Q o v e r =1 3 c f s
Q o v e r =7 0 c f s
Qover=58 cfs
Q o v e r =2 0 c f s
Q o v e r =3 9 c f s
Q o v e r =9 c f s
Qover=8 cfs
Q o v e r =2 2 c f s
Q o v e r =2 7 c f s
Q o v e r =7 c f s
Qover=4 cfs
Q
o
v
e
r
=
2
9
c
f
s
Q o v e r =1 0 6 c f s
Q o v e r =2 c f s
Qover=20 cfs
Q o v e r =6 2 c f s
Q o v
e r =4
1
c
f s
Q o v e r =2 c f s
Q o v e r =1 3 c f s
Q o v e r =7 0 c f s
Q
o v
e r
=1 0 c f s
Q
o
v
e
r
=
3
2
c
f
s
Qover=28 cfs
Qover=16 cfs
Q o v e r =1 6 c f s
Q o v e r =4 c f s
Q o v e r =1 3 c f s
Q
over=4 cfs
1
8
-
i
n
1
8
-
i
n
12-in
1 2 -in
1 2 -i n
2 4 -i n
1 2 -i n
1
8
-in
1 5 -i n
1 5 -i n
1 2 -i n
1 2 -i n
12-in
12-in
1 2 -i n
1 2 -i n
12-in
4 8 -i n
21-in
1 2 -i n
2 4 -i n
1 2 -i n
18-in
1 2 -i n
1 5 -i n
12-in
15-in
1 5 -i n
12-in
1
2
-
i
n
1 5 -i n
1 2 -i n
12-in48-i n 12-in
1 5 -i n
1 8 -i n
1 2 -i n
1 2 -i n
1 8 -i n
1
5-in
36-in
3 6 -i n
1
5
-
i
n
18-in
24-in
1 2 -i n
12-in
1 5 -i n
2 4 -i n
1 5 -i n
1 5 -
i n
2 4 -i n
36-in
1 5 -i n
15-in
12-in
4 8 -i n
4 8 -i n
12-in
18-in
15-in4
8
-
i
n
1 8 -i n
1 5 -i n
12-in
12-in
2 4 -i n
15-in
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
June 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
G1 G2 G3 G4
)n
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GsWX
GoWX
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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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
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%9 %9
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%9 %9
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%9%9%9%9%9%9
%9%9
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%9 %9 %9 %9
%9%9
%9 %9
%9%9
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%9%9
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%9
%9 %9 %9
%9 %9
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%9
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%9
%9
%9
%9%9
%9%9
%9%9
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%9
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%9%9
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%9 %9
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%9 %9
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%9%9
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%9%9
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%9 %9
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%9 %9
%9
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%9
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%9
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%9%9 %9
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%9
%9
%9
%9%9 %9
%9%9
%9%9 %9
%9
%9%9
!5
!5
!5
!5
!5
!5
!5 !5
GÞWX
1 0 2 0
9 9 0
9 8 0
970
9 6 0
950
9 4 0
1010
1000
990980970
9
7
0
9
6
0
9
5
0
950
940
9 9 0
9
8
0
9
7
0
101
0
1000
1 0 0 0
9 9 0
9 8 0
9 7 0
9
7
0
9
6
0
9
7
0960
9
5
0
970
960
9
5
0
9
4
0
960
950
9
5
0 9 4 0 9 3 0
9 5 0
9 4 0
1020
10 1 0
1 0 1 0
1 0 0 0
1 0 1 0
1 0 0 0
9 8 0
9 7 0
950
940
9 5 0
9 4 0
9 4 0
9 3 0
9
4
0
9
3
0
9 4 0930
9 4 0
9
3
0
1040
1
0
3
0
990
970
9 6 0
9 6 0
970
9 5 0
9
6
0
9
4
0
9
6
0
930
9 5 0
1 0 3 0
1 0 3 0
1030 1030
1
0
3
0
1 0 1 0
1
0
1
0
1 0 1 0
1 0 0 0
990
1 0 0 0
1000
990
9
9
0
9 9 0
9
9
0
980
9 9 0
9 9 0
9 8 0
9 9 0
980980
9 8 0
98
0
9 8 0
9 8 0
9 8 0
9 8 0
980
9 8 0
9 6 0
9 7 0
9
7
0
970
9 7 0
970
9 7 0
9 7 0
9 7 0
9 6 0
9 6 0
9
6
0
9 6 0
960
960
9 6 0
960
9 6 0
9 4 0
95 0
9
5
0
9
5
0
9 5 0
9 4 0
9 4 0
9
4
0
9 4 0
9 3 0
9 3 0
9
3
0
9 3 0 9
3
0
9 3 0
1 0 3 0
9 9 0
950
930
B R O W N R D S
Olive r H i l l
WATERTOWN RD
Countryside Dr
L U C E L I N E T R
D e e r R u n T r
L i l l i an Ln
DeerRunTr E
S o m e r s e t L a
L o n g v i e w C i r
T r u f f u l a T r
Colin DrDevin La
W I L L O W D R N
Thoroughbred La
W h i t e O a k C i r
A b i n g d o n W a y
W I
L
L
O
W
D
R
S
O L D
C R Y S T A L
B A Y
R D
S
G o l d e n V i e w D r
FR-P02
FR-P03
FR-P04 FR-P05
FR-P06
FR-P07
FR-P08
FR-P09
FR-P10
FR-P19
FR-P23
FR-P26
FR-P27
FR-P28
FR-P29FR-P30
FR-P32
FR-P33
FR-P34
FR-P35
FR-P36
TL-P02
TL-P06
TL-P08
TL-P09 TL-P10
TL-P19
TL-P21
TL-P51
2 4 -i n
2
4
-i
n
1 5 -i n
1 5 -i n
1 5 -i n15-in
24-in 18-in
1 8 -i n
Q10=79 cfs
Q 1 0 =1 1 c f s
Q10=13cfs
Q10=3cfs
Q
1
0
=
2
4
c
f
s
Q10=7cfs
Q 1 0 =7
c f s
Q 1 0 =3 0 c f s
Q 1 0 =5 c f s
Q10=11cfs
Q
10
=1
cfs
Q 1 0
=2 7
c f s
Q 1 0 =1 5
c f s
Q
1
0
=
3
c
f
s
Q
1
0
=
1
1
cfs
Q10=14 cfs
Q 1 0 =1 1cfs
Q
1
0
=
1
0
cfs
Q
1
0
=
9
cfs
Q10=8cfs
Q 1 0 =6 5 c f s
Q 1 0 =1 8 c f s
Q 1 0 =5 4
c f s
Q10=18cfs
Q 1 0 =5
c f s
Q 1 0 =2 7
c f s
Q 1 0 =1 4
c f s
Q
1 0
=1 0
c f
s
Q 1 0 =4 3 c f s
Q 1 0 =2 8 c f s
Q10=18cfs
Q10 =9 c fs
Q
1
0
=
2
4
c
f
s
Q
1
0
=
2
7
c
f
s
Q10=146cfs
Q10=19 cfs Q10=54 cfs
Q 1 0 =8
c f s
Q 1 0 =2 1 c f s
Q 1 0 =7 c f s
Q 1 0 =3 4 c f s
Q
10=54
cfs
Q 1 0 =7 c f s
Q
1 0
=
5 9
c f
s
Q
1
0
=
4
6
c
f
s
Q10=5 cfs
Q10=54 cfs
Q10=20 cfs
Q
1
0
=
5
2
c
f
s
Q 1 0 =1 8 c f s
Q
1
0
=
8
9
c
f
s
Q 1 0
=7
c
f s
Q
1
0
=
7
8
cf
s
Q 1 0 =2 0 c f s
Q 1 0 =9 5 c f s
Q10=67 cfs
Q 1 0 =8 3 c f s
Q 1 0 =3 5 c f s
Q 1 0 =2 c f s
Q10=75cfs
Q
1
0
=
9
0
c
f
s
Q 1 0 =6 2 c f s
Q 1 0 =1 4 3 c f s
Q 1 0 =1 3 9 c f s
Q 1 0 =2 1 c f s
Q
1
0
=
1
6
cf
s
Q 1 0 =3 1 c f s
Q10=13 cfs
Q 1 0 =4 1 c f s
Q
1
0
=
1
7 cfs
Q
1
0
=
1
8
7
c
f
s
Q 1 0 =3 5 c f s
Q 10 =3 c f s
Q 1 0 =1 1 9 c f s
Q10=48 cfs
Q
1
0
=
1
2
1
c
f
s
Q
o
v
e
r
=
3
c
f
s
Qover=21cfs
Qover=13 cfs
Q o v e r =2 0 c f s
Q o v
e r =3 6 c
f s
Q
o
v
e
r
=
2
5
c
f
s
Q o v e r =2 6
c f s
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-0863.9 Ac
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 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-3030.9 Ac
TL-18 51.6 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-0304.3 Ac
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-02 91.1 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
12-in
1
8
-
i
n
12-in
12-in15-i n
1
5
-
i
n
2 1 -i n
1 5 -i n
1 2 -i n
1
2
-in
12-in
12-in
1 8 -i n
1 2 -i n
1 8 -i n
1 5 -i n
1 8 -i n
1
5
-i
n
1
5
-
i
n
2 4 -i n
12-in
1 5 -i n
1 8 -i n
9.96-in
1 2 -i n
1 2 -i n
1 8 -i n
1 8 -i n
24-in
1 8 -i n
1 2 -i n
1 8 -i n
1 5 -i n
1 2 -i n
1 5 -i n
1 5 -i n
1 2 -i n
1
2
-
i
n
15-in
1
5-in
18-in
1
2
-
i n
48-in
1
2
-in
2 4 -i n
18-in
14.04-in
2 4-in
1
2
-
i
n
3
6-in
24-in
24-in
1 5 -i n
42-in
3
6
-
i
n
2
4
-
i
n
2 4 -i n
24-in
1
2
-
i
n
1
8
-
i
n
1 8 -i n
1 2 -i n
24-in
18-in
1
5
-i
n
12-in
15-in
1 5 -i n
36-in
8.004-in
2 4 -i n
1 2 -i n
6 0 -i n
1 8 -i n
1 2 -i n
2 4 -i n
15-in
1 2 -i n
1 5 -i n
Q o v e r =2 5 c f s
Q o v e r =4 0 c f s
Qover=6 cfs
Q
o
v
e
r
=
1
9
c
f
s
Q o v e r =4 3 c f s Q
o
v
e
r
=
8
c
f
s
Q o v e r =3 0 c f s
Q o v e r =1 8 c f s
Q o v
e r =5
0
c
f s
Q o v e r =4 8 c f s
Q o v e r =2 3 c f s
Q o v e r =2 2 c f s
Q o v e r =5 c f s
Q o v e r =4 c f s
Qover=92 cfs
Q
o
v
e
r
=
1
0
c
f
s
Q o v e r =3 9 c f s
Qover=32 cfs
Q o v e r =2 9 c f s
Qover=13 cfs
Qover=25 cfs
Qover=54 cfs
Q o v
e r =2 6 c
f s
Q o v e r =6 c f s
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B2 B3 B4
D3
C2
D2
C4
D4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
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Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
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1 0 3 01020
10101000980970
950
9 4 0
103010201000990
1 0 1 0980970
1 0 0 0990980960
1 0 1 0
1 0 0 0
990
980
970
960
980970
950
9 9 0
9 4 0
9 9 0
9 7 09 6 095 0
1 0 0 0
9 9 0
9 7 0960
990
9
8
0
960
9 9 0
9 8 0
9 7 0
1000990980
1 0 1 0
1 0 0 0 9
9
0
9
9
0 9 7 0
9 8 097 0
9 8 0
9 7 0
9 8 0
9 6 0
9 7 0
9
6
0
9
5
0
9 8 0970960
9 7 0960950
9 7 0960
9
6
0
950
960
9
4
0
9 6 09 5 0
9 4 0
1 0 1 01
0
0
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1 0 0 0
9 9 0
1
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9
9
0
1000
9
9
0
990970
970
960
9 8 0970
980
970 970960
9
6
0
9 5 0
9 7 0960
9
6
0
950
960
9 5 0
9 5 0
9 4 0
950
940
9
6
0
9
5
0
1 0 0 0
9 9 0
990
980
990
980
990
9
8
0
9 7 0
9 6 0
9 7 0
9 6 0
9 7 0960
970
960
9 7 096 0
9 6 0
9 5 0
9
5
0
9
4
0
1040
9
6
0
1000 1 0 0 0
1 0 1 0
1000 9
5
0
970
9
5
0
9
8
0
9 7 0
9 8 0
9 7 0
9 9 0
970
9
7
0
9 6 0
9 7 0
9 6 0
9 6 0
9 5 0
9 5 0
9
6
0
950
1 0 1 0
1 0 0 0
990
9 9 0
9 9 0
9
9
0
9 9 0
990
990
990
9 9 0
990
9
9
0
9 9 0
9
9
0
9 8 0
9 8 0
9 8 0
9 8 0
980980
9
8
0
9 8 0
970 9 8 0
9 8 0
9 8 0
9 8 0
9 8 0
980
9 8 0980
9 8 0
9 7 0
980
9 8 0
9 8 0
980
9 7 0
9 7 0
960
9 6 0
9
7
0
970
9
7
0
970
970
9 6 0
9 6 0
950
9 6 0
9 6 0
9 5 0
9
5
0
9 5 0
9 4 0
940
9 4 0 9 4 0
9 3 0
9 3 0
9 9 0
970
9 4 0
9 4 0
940940
940
L U C E L I N E T R
S h o r e l i n e D r
K E E
N
E A V E
EdgewoodHillsR d
USHWYNO12
LY M A N A V E
DICKENSON ST
O r o n o O a k s D r
W o o d h i l l R d
W O O D H I L L A V E
SMITH
AVE
O R O N O O R C H A R D R D S
BB-P01
BB-P02
BB-P03
BB-P04
BB-P05
BB-P06BB-P07
BB-P08
BB-P09
BB-P10
BB-P11
BB-P12
BB-P13 BB-P17
TL-P04
TL-P11
TL-P12
TL-P13
TL-P14
TL-P15
TL-P16
TL-P17
TL-P18
TL-P31
TL-P32
TL-P33
TL-P34
TL-P35
TL-P36
TL-P37
TL-P38
TL-P39
3 6 -i n
2 4 -i n
1 2 -i n
Q
1
0
=
1
0
cfs
Q 1 0 =8cf sQ10=1 6 c f s
Q
1
0
=
2
c
f
s
Q 1 0 =1 1 c f s
Q 1 0 =9 c f s
Q10=66 cfs
Q 1 0 =9 c f s
Q10=6 cfs
Q 1 0 =4 c f s
Q
1
0
=
1
c
f
s
Q10=3 cfs
Q 1 0 =4 2 c f s
Q
10
=
9
7 cfs
Q10=139 cfs
Q 1 0 =6 c f s
Q 1 0 =1 2 c f s
Q10=4cfs
Q
1
0
=
1
0
c
f
s
Q 1 0 =2 c f s
Q 1 0 =7 1 c f s
Q10=17 cfs
Q
1
0
=
7
c
fs
Q
1
0
=
6
8
c
f
s
Q10=60 cfs
Q 1 0 =6 c f s
Q 1 0 =4 9 c f s
Q
o
v
e
r
=
3
c
f
s
Q o v e r =3 2 c f s
LL-19968.4 Ac
LL -P4 939.4 AcTL-P0545.3 Ac TL-P2037.7 Ac
TL-3063.5 Ac
TL-P3917.1 Ac
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
TL-P376.7 Ac
TL-P3612.5 Ac
TL-P354.5 Ac
TL-P3416.8 Ac
TL-05617.3 Ac
TL-0607.7 Ac
TL-P3315.6 Ac
TL-25041.5 Ac
TL-P3124.2 Ac
TL-P3215.8 Ac
TL-P1261.1 AcTL-2197.2 Ac
TL-2166.7 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
VOID8.7 Ac
BB-P0416.5 Ac
BB-0166.4 Ac
BB-0176.4 Ac
TL-0241.3 Ac
F e r n d a l e M a r s h
Qover=2 cfs
Q o v e r =5 5 c f s
Q o v e r =2 6 c f s
Q o v e r =2 8 c f s
Q
o
v
e
r
=
1
1
c
f
s
1 5 -i n
2
4
-
i
n
2
4
-i
n
12-in
1 5 -i n
12-in
3
0
-in
1 8 -i n
1 8 -i n
12-in
1 2 -i n
2
4
-
i
n
1 2 -i n
1
2
-i
n
1 8 -i n
2
4
-
i
n
2 1 -i n
2
4
-
i
n
30-in
2
4
-in
1 2 -i n
1
2-in
4 8 -i n48 -i n
24-in
1 5 -i n
1 5 -i n
12-in
2
4
-
i
n
9 .9 9 6 -i n
3 6 -i n 3 6 -i n
9
.
9
9
6
-
i
n
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
June 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
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
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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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
RR
R
R
R
R
R
R
R
R
R
"/"/"/"/
"/
"/"/
"/
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"/
"/
"/
"/
"/"/"/
"/
"/
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"/"/
"/"/
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"/"/"/"/"/
"/"/"/"/
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%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9 %9
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1 0 2 0
1 0 0 0
9 7 0
9 6 0
1 0 3 0101 0
9 9 0
1 0 1 0
1 0 0 0
9 9 0980970960950940
1
0
0
0
9
9
0
9
8
0
9
7
0
9
6
0
9
5
0
9 7 0960
9 4 0
1000
9
8
0
960
9 9 0 9
8
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9
7
0
1 0 0 0990980970
9 7 0
9 6 0
9 4 0
9 6 0
9 5 0
9 7 0 9 4 0
9 8 0950940
9 6 0
9 5 0
9 4 0
9 3 0
9 9 0
9 8 097 0
980
970
9 6 0
9 8 0
970
9 7 0960
980
97 0
9 8 0960
96095
0
9
4
0
9
5
0
940
9 5 0
9 4 0
9 9 0
980
9
8
0
970
9 8 0
9 7 0
980
9
7
0
980970
9
8
0
9
7
0
9 8 09
7
0
97 0960
9 7 0960950
980
9 7 0
9 8 0
970
9
7
0
9
6
0
970
960
97 0
960 970
9 6 0
9 7 0960
970
960
960
950
9 6 0
9 5 0
960
950
950
940
980
1 0 1 0
9 9 0
1 0 0 0
9
6
0
9 9 0
950
930
1 0 1 0 990
960
9 8 0
9 7 0
9 7 0
9 5 0
9 5 0
950
1 0 1 0
1000
1
0
0
0
1
0
0
0
1 0 0 0
1
0
0
0
9 8 0
9 9 0
9709709
8
0
9
8
0
9 8 0
980
980
9
8
0
9
6
0
970
9 6 0
96 0
9 7 0
970
9
6
0
9 7 0
97
0
970
960
9 7 0
9 6 0
9 6 0
9 6 0
960
9
6
0
9 6 0
9
6
0
9 6 0
9 6 0
9 6 0
960
9 6 0
950
9 6 0
950
9
5
0
9 5 0
950
9 5 0
9 5 0
950
950
9 5 0
940
9 5 0
9 5 0
9 4 0
9
3
0
1 0 0 0
1000
970
96 0
960960
9 5 0
940
940
9 4 0
940
L U C E L I N E T R
WAYZATABLVD
W
S h o r e l i n e D r
O
L
D
L
O
N
G
LA
K
E
R
D
H e r r i c k Cir
M Y R T L E W O O D R D
BB-P19
PL-P01
PL-P02
PL-P06
PL-P07
PL-P08
PL-P10
1 2 -i n
18-in
18-in
Q
1
0
=
3
cfs
Q 1 0 =2 c f s
Q 1 0 =3 c f s
Q 1 0 =1 2 c f s
Q
1
0
=
2
6
c
f
s
Q
over=9
cfsQover=2 cfs
Qover=2cfs
Q
o
v
e
r
=
2
0
c
f
sLL-P5061.5 AcLL-P4939.4 Ac
TL-P2037.7 Ac
HA-P022.3 Ac
HA-0537.5 Ac
HA-0544.2 Ac
HA-0396.4 Ac
PL-16687.3 Ac
PL-P0810.0 Ac
PL-P0710.3 Ac
PL-P0113.2 Ac
PL-P0624.0 Ac
PL-P1035.4 Ac
PL-00313.4 Ac
BB-P0667.0 Ac
BB-P1925.9 Ac
BB-P0223.0 Ac
BB-P0113.9 Ac
BB-00128.0 Ac
VOID8.7 Ac
BB-0537.0 Ac
F e r n d a l e M a r s h
L a k eMinnetonka
Q o v e r =1 c f s
Q o v e r =1 3 c f s
Q
o v
e r
=1 c f s
12-in
12-in1
2
-
i
n
1 2 -i n
12-in
1 2 -i n12-i n
1 2 -i n
18-in
1
8
-
i
n
1
2
-
i
n
1 5 -i n
1 8 -i n
3 6 -i n
18-in
6 0 -i n
3 6 -i n
4 2 -i n
1 8 -i n
1
2
-
i
n
1 5 -
i n
1 5 -i n
36-in
2 4 -i n
3 6 -i n
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
B4 B5
D5
C4
D4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 2018
Legend !I
C5
Page 15 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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GsWX
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Parcels
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!5 Storm Manhole
"/Catch Basin
%9 Inlet
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!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepths
No Flooding
0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
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1 0 3 0
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1 0 1 0
1 0 0 0
9 9 0
9 8 0
9
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1
0
0
0
9
9
0
980
970
950
990
980
960
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980970960950
9
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0
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960940990
980
970
960950
970960950
1 0 0 0
9 9 0
9 8 0
9 8 0
9 7 0
9
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0940
104
0
1030
1 0 0 0990
9 9 0
9 8 0
9
7
0
9 6 0
950940
980
9
7
0
9 8 0
9 7 0
9 8 0 9 7 0
970
96
0
9
6
095
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9 5 0
9 4 0
9 4 0
9 3 0
9 7 0
9 6 0
930
1 0 1 0
9
4
0
10
0
0
9
4
0
9
3
0
940
9
9
0
9 9 0
1 0 0 0
9
8
0
9
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3
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1 0 4 0
1
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3
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1 0 3 0
1030
1 0 3 0
1 0 2 0
9 9 0
1
0
0
0
1 0 0 0
990
9 9 0
9 9 0
9 9 0
9 9 0
9 7 0
980
980
9 8 0
980
9 8 0
970
9 7 0
9 7 0
960
9 6 0
9 6 0
940
9 5 0
9 4 0
940
9 3 0
940
9 4 0
9 3 0
9
3
0
9
3
0
93 0
9
3
0
970
940
93 0
N
o
rth
S
horeDr
N
O
R
T
H
A
R
M
D
R
TON KAWA RD
C O R D
N O 1 9
L a k e view
Ct
W I N D J A M M E R L A
TonkaviewCt
G
A
R
D E N C T
WEST BRANCH RD
Dahl Rd
LINDEN LA
ForestLake Dr
W i l d h u r s t T r
Elmwood Ave
P A R K
L
A
M
I
N
N
ETO
N
KA
H
GL
D
L
A
P
i
n
e
h
u
r
s
t
C
t
TONKAVIEWLA
LakeviewPkwy
Loma Linda Ave
FL-P03
FL-P04
FL-P05
FL-P07
FL-P08 FL-P09
NA-P06
1 5 -i n 1 8 -i n
1 2 -i n
24-in
1 8 -i n
Q 1 0 =1 9
c f s
Q 1 0 =1 7
c f s
Q
1
0
=
1
2
c
f
s
Q 1 0 =9
c f s
Q10=17cfs
Q 1 0 =1 1
c f s
Q 1 0 =4 c f s
Q 1 0 =1 1cfs
Q
1
0
=
1
5
cfs
Q10=5 cfs
Q 1 0 =2 c f s
Q10=81 cfs
Q10=36cfs
Q 1 0 =2 c f s
Q 1 0 =3 2 c f s
Q10=38 cfs
Q10=16 cfs
Q 1 0 =3 9 c f s
Q
1
0
=
1
9
c
f
s
Q10=38 cfs
Q 1 0 =1 7 c f s
Q10=16 cfs
Q10=72cfs
Q10=27 cfs
Q 1 0 =8 c f s
Q
1
0
=
2
3
c
f
s
Q 1 0 =1 9 c f s
Q 1 0 =1 0 c f s
Q
1
0
=
1
8
c
f
s
Q 1 0 =8 c f s
Q 1 0 =2 4 c f s
Q10=60 cfs
Q10=2 cfs
Q10=57 cfs
Q10=9 cfs
Q
1
0
=
5
8
c
f
s
Q10=67 cfs
Q 1 0 =6 7 c f s
Q
1
0
=
3
0
c
f
s
Q 1 0 =3 c f s
Q10=11 cfs
Q10=52 cfs
Q
ov
er=
1
7 cfs
Q o v e r =7 c f s
Q o v e r =3 0 c f s
Qover=11cfs
Q o v e r =1 1 c f s
S B -0 7 5279.8 A c
F L -09 0201.8 A c
F L -P 07316.2 A c
F L -03 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
F L -0 0 813.9 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-0741.4 A c
F L -07 51.9 A c
F L -07 23.0 A c
F L -1 0 21.0 Ac
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 c
N A -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-04 61.5 A c
F 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
Q o v e r =6 c f s
Q o v e r =8 c f s
Q o v e r =1 5 c f s
Qover=6 cfs
Q o v e r =1 4 c f s
Qover=7 cfs
Q
over=19 cfs
Qover=34 cfs
Q o v e r =6 4 c f s
Q o v e r =7 c f s
Q o v e r =1 2 c f s
Q o v e r =8 c f s
Q o v e r =1 6 c f s
Q o v e r =5 4 c f s
Q o v e r =2 1 c f s
Qover=13 cfsQover=1 9 c f s
Qover=8 cfs
Q o v e r =1 4 c f s
1 2 -i n
1
8
-
i
n
2 4 -i n
18-in
1 2 -i n
1 2 -i n
1 8 -i n
1 2 -
i n
1 2 -i n
1 5 -i n
1 2 -i n
1 2 -i n
12-in
15-in
1 2 -i n
2 4 -i n
2
4
-i
n
1 2 -i n
12-in
24-in
2
1
-
i
n
15-in
21-in
18-in
1 2 -i n
2 4 -i n
12-in
1
5
-
i
n
1 2 -i n
1 8-in
2 4 -i n
24-in
2 4 -i n
21-in
18-in
15-in
1 2 -i n
2 4 -i n
21-in
15-in
48-in
2 4 -i n
2 1 -i n
2 4 -i n
1 5 -i n
2 1 -i n
18-in 1 8 -i n
21-in
1 8 -i n
2 4 -i n
1 8 -i n
15-in
1 8 -i n
1 8 -i n
15-in
1 5 -i n
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C1 C2
E1
D2
E2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
)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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
RR
RRR
"/
"/"/
"/
"/
"/"/
"/"/
"/"/
"/
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9 GÞWX
G½WX
990
980
9
6
0
950
940
9 9 0
9 7 0
9 6 0
950
93
0
1
0
0
0
9
9
0
9
8
0
9
7
0
9 8 0
9 7 0
97
09609
5
0
9 6 0
9 5 0
990
9
8
0
990
980
980
9 7 0
9 5 094 0
9 5 0940
970
960
9
4
0
9 3 0
1010
930
9
4
0
1
0
0
0 9 6 0
940
930
9 3 0
9 8 0
9
8
0
980
980
9 8 0
9 7 0
9 7 0
9 7 0
9 6 0
9
6
0
9 5 0
9 6 0
9 4 0
9
5
0
95
0
9 4 0
9
4
0
9 4 0
9 4 0
9 4 0
9
4
0
9
4
0
9 4 0
9 3 0
9 4 0
94
0
930
9 3 0930
T
O
N
K
A
W
A
R
D
Fox St
P a r t e n w o o d R d
F A R V I E W L A
MB-P02
MB-P03
MB-P04
SB-P16SB-P17
SB-P18 1 2 -i n
Q10=11 cfs
Q 1 0 =5 c f s
Q10=21
cfs
Q10=4cfs
Q10=54cfs
Q
1
0
=
1
2
c
f
s
Q 1 0 =6 c f s
Q 1 0 =7
c f s
Q 1 0 =2 6cfs
Q10=2cfs
Q
1
0
=
6
c
f
s
Q
10=12 cfs
Q10=30 cfs
Q 1 0 =7cfs
Q10=2 cfs
Q 1 0 =4 c f s
Q10=7 cfs
Q 1 0 =9 c f s
Q 1 0 =4 9 c f s
Q o v e r =2 2 c f s
FR-P199.4 Ac
FR-P305.0 Ac
FR-0724.2 Ac
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-P062.7 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-03 72.4 Ac
MB-0172.5 Ac
S 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
Q o v e r =2 c f s
Q o v e r =2 4 c f s
Q o v e r =1 8 c f s
Q o v e r =1 c f s
Qover=15 cfs
Q o v e r =1 6 c f s
Q o v e r =1 6 c f s12-in
1 2 -i n
2
4
-
i
n
1 5 -i n
15-in
1 2 -i n
1 5 -i n
1 5 -i n
1 5 -i n
12-in
1 2 -i n
1
5-in
1 2 -i n
1 5 -i n
18-in
1 5 -i n
1 2 -i n
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C1 C2 C3
E2
D1
E1
D3
E3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
R
R R
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
"/
"/"/
"/"/
"/
"/
"/"/
"/"/
"/
"/"/
"/"/
"/"/
"/
"/"/
!
*
"
%9
%9
%9
%9%9%9%9%9%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9 %9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9 %9
%9
%9
%9
%9
%9%9
%9%9%9
%9 %9 %9 %9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9%9%9%9
%9
%9%9
%9%9
%9
%9%9
%9%9
%9
%9
%9
%9
%9 %9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9%9
%9
%9%9
%9
%9%9
%9
%9
%9
%9%9
!5 GÞWX
GÞWX
G½WX
GoWX
9
9
0
9 7 0 9 6 0
9 5 0
960950
940
9 7 0
9 6 0
9 5 0
9 6 0
950
940
9 6 0
9 5 0
970
960
950
970
960
95
0
9
4
0
9
3
0
960950
9 6 0
9 5 0
9 4 0
9
4
0
930
9 5 0
9
4
0
950
940
9 5 0
9 4 0
9 5 0
9 4 0
9
5
0 9 4 0
9
6
0
9
5
0
9
5
0
9 4 0
9 5 0940
9 5 0
9 4 0
9 5 0
9 4 0
1
0
0
0
9 8 0
930
9 8 0
9 7 0
970
9 4 0
960
9 5 0930930
9 6 0
9 5 0
9 5 0
9
5
0950
9 5 0
950
9 5 0
950
9 5 0
9
3
0
980
9 7 0
970
9 7 0
9 5 0 9 6 0
9 6 0
960
960
960
9 4 0
9
5
0
9 5 0
9 5 0
950
9 5 0
9 5 0
950
9
5
0
9 5 0
9
5
0
9 5 0
9 4 0
9 5 0
940
9
3
0
9 4 0
9 4 0
9
4
0
940
9 3 0
9
4
0
9 3 0
9 4 0
9 4 0
940
9 4 0
9 4 0
930
9 3 0
9 3 0
9 3 0
9 3 0
9 3 0
9
3
0
9
3
0
9 3 0
9 3 0
930
9 3 0
9 3 0
930
9 3 0
9
3
0
9 6 0
9 4 0
930
930
9 3 0
B R O W N R D S
F
r
e
n
c
h
C r e e k D r F r e n c h CreekCir
C a r r i a g e L a
G a n d e r R d
A R B O R S T
LAKEVIEW
AVE
W
IL
L
O
W
D
R S
L
it
tl
e
O
rchard W a y
FARVIEW LA
MINNETONKA AVE
RaineyRd
Fo x St
H E R I T A G E D R
NorthShoreDr
F r e n c h L a k e R d
O L
D
C R Y S
T A
L
B A Y
R D
S
B
R
I A R
S T
S
H
E
V
L
I
N
D
R
W E B BERHILLSRD
CY-P03CY-P04
FR-P01
FR-P11
FR-P12
FR-P13
FR-P14
FR-P15
FR-P16
FR-P18
FR-P21
FR-P22
FR-P25
FR-P30
FR-P31
FR-P37
MB-P06
MB-P07
TL-P22
TL-P24
TL-P25
TL-P26
TL-P27
TL-P28
TL-P29
TL-P30
30-in
Q
1
0
=
7
c
f
s
Q 1 0 =3 c f s
Q10=7cfs
Q10=806cfs
Q 1 0 =4 c f s
Q 1 0 =8 9
c f s
Q10=5cfs
Q10=11
cfs
Q 1 0 =4
c f s
Q
1
0
=
4
4
c
f
s
Q 1 0 =2 3 c f s
Q10=2cfs
Q10=23cfs
Q
1
0
=
2
c
f
s
Q10=17cfs
Q 1 0 =4 c f s
Q 1 0 =4 3 c f s
Q 1 0 =3 2
c f s
Q 1 0 =2 6
c f s
Q10=188 cfs
Q 10 =1 c f s
Q
1
0
=
1
3
c
f
s
Q 1 0 =2 8cfs
Q
1
0
=
1
6
c
f
s
Q 1 0 =3 7
c f s
Q
1
0
=
1
2
c
f
s
Q
1
0
=
1
8
7
cfs
Q10=4cfs
Q10=54cfs
Q
1
0
=
9
6
c
f
s
Q10=4 cfs
Q10=5 cfs
Q 1 0 =5 0 c f s
Q
10=75
cfs
Q10=143 cfs
Q10=250 cfs
Q10=9 cfs
Q 1 0 =4 2 c f s
Q
1
0
=
1
3
0
c
f
s
Q 1 0 =2 0 c f s
Q 1 0 =3 c f s
Q 1 0 =9 c f s
Q10=9 cfs
Q10=1 cfs
Q 1 0 =9 c f s
Q 1 0 =9 c f s
Q10=8 cfs
Q
1
0
=
1
4
2
cfs
Q 1 0 =4 1 c f s
Q
1
0
=
3
9
1
c
f
s
Q
1
0
=
8 cfs
Q 1 0 =1 c f s
Q10=7 cfs
Q 1 0 =3 c f s
Q10=57 cfs
Q10=49 cfsQ10=1 c f s
Q10=5 cfs
Q10=14 cfs
Q 1 0 =6 9 c f s
Q o v e r =4
c f s
TL-P0616.3 Ac
TL-P19129.2 Ac
TL-06811.0 Ac
TL-2382.3 AcTL-P2514.0 Ac
TL-0183.5 Ac
TL-23944.1 Ac
TL-P287.5 Ac
TL-P307.0 Ac
TL-2471.2 Ac
TL-2482.1 Ac
TL-24611.5 Ac
TL-P2923.7 Ac
TL-P2613.0 Ac
TL-0315.4 Ac
TL-P2210.3 Ac
TL-071114.0 Ac
TL-P033.3 Ac
FR-P25121.5 Ac
FR-P199.4 Ac
FR-P305.0 Ac
FR-0724.2 Ac
FR-P296.8 Ac
FR-P3712.0 AcFR-0803.0 Ac
FR-03319.5 Ac
FR-P1112.0 Ac
FR-P1311.0 Ac
FR-P126.0 Ac
FR-0775.7 Ac
FR-P1818.4 Ac
FR-P2210.6 Ac
FR-P3 16.3 A cFR-P24186.4 Ac
FR-P1516.8 Ac
FR-1140.7 Ac
FR-0139.4 Ac FR-0304.3 Ac
FR-P0622.6 Ac
FR-0021.5 Ac
FR-03815.9 Ac
FR-0045.5 Ac
FR-0423.6 Ac
FR-1213.7 Ac
FR-P012.8 Ac
FR-0174.3 Ac
FR-0465.6 Ac
FR-P163.0 Ac
CY-P039.2 Ac
CY-P049.0 Ac
SB-2584.8 Ac
SB-26110.5 Ac
MB-016463.9 Ac
MB-P029.4 Ac
MB-0217.4 Ac
MB-0191.2 Ac
MB-P0 73.4 A c
MB-P0617.3 Ac
MB-0320.8 Ac
MB-0292.1 Ac
MB-0273.7 Ac
FR-12316.7 Ac
FR-15620.4 Ac
FR-0372.2 Ac
TL-2320.9 Ac TL-23 03.5 Ac
TL-2423.8 Ac
TL-2431.5 Ac
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
Q o v e r =3 9 c f s
Q
o
v
e
r
=
1
2
0
c
f
s
Q o v e r =1 1 c f s
Qover=3 cfs
Q o v e r =1 c f s
Qover=5 cfs
Q o v er=9 cfs
Q o v e r =4 c f s
Q
over=3 cfs
Q o v e r =1 c f s
Q o v e r =1 3 c f s
Q o v
e r =1
4
c f s
Q o v e r =4 6 c f s
Q
o
v
e
r
=
2
0
c
f
s
Q o v e r =1 2 c f s
Q
o
v
e
r
=
2
5
c
f
s
Qover=5 cfs
1 2 -i n
2 4 -i n
15-in
1
8
-
i
n
1 2 -i n
2
8
.
8
-
i
n
1
2
-
i
n
48-in12-i n
1 2 -i n
2
4
-
i
n18-i n
1 2 -i n
1 2 -i n
1 5 -i n
12-in
1 8 -i n
1
2
-
i
n
18-in
15-in
2 4 -i n
4 8 -i n
1 5 -i n
18-in
24-in
15-in
1 5 -i n
1 2 -i n
1 8 -i n
1 8 -i n
1
5
-
i
n
1 5 -i n
18-in
1
8
-
i
n
1 8 -i n
15-in
1
5
-
i
n
12-in
1 2 -i n
18-in
15-in
1 2 -
i n
1 2 -i n
12-in12-i n
1 2 -i n
1 5 -i n
24-in
1
8
-
i
n
3 6 -i n
1 2 -i n
1 5 -i n
1
8
-
i
n
8.004-in
1
2
-
i
n
1 2 -i n
12-in
1
2
-
i
n
12-in 12-in
12-in
12-in
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
June 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
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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
RR
R
R
R
R
R
R
R
R
R
R
R
R
"/
"/
"/
"/"/
"/
"/
"/"/
"/"/
"/"/
"/"/
"/
"/
"/
"/
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9%9%9
%9
%9
%9%9 %9
%9
%9%9%9
%9
%9
%9
%9 %9
%9
!5
!5
!5
!5
GoWX
GoWX
9 9 0
9 8 0
9 7 0
9 6 0
9 5 0
9 4 0
970960
9
8
09
7
0
9
7
0
9
6
0
9
4
0
970950
9 5 0 9
4
0
960
950
930
980
970
960950
9 7 0960950
9 4 0
9 3 0
9 5 0
930
950
9409
5
09
4
0
940
930
9 5 0
9 4 0
9 6 0950
9 4 0
93 0
940
9 3 0
9 4 093 0
940930
940
930
940
930
9 4 0 9
3
0
1000
9 6 0
9 5 0
950
9
6
0
9 5 0
9 5 0
9 5 0
9 5 0
960
9
7
0
970
9 7 0
9 7 0
9
6
0
96 0
9 6 0
9 6 0
9
6
0
9 6 0
9 4 0
950
9
5
0
9 5 0
95 0
950
9 4 0
9 3 0
9 4 0
9 3 0
9 3 0
9
4
0
9
3
0
9
3
0
930
930
9 4 0
93 0
9
3
0
9
3
0
930
9 3 0
9 3 0
9 3 0
9 3 0
930
930 9 3 0930
9
3
0
9
3
0
93 0
940 9 4 0
9 3 0
93 0
930
9 3 0
9 3 0
930
Fox St
O R O N O
O R C H A R D
R D
S
S h o r e l i n e D r
ORONO LA
FerndaleRdW
G
r
e
e
nTre e s R d
M i l l s t o n R d
B
r
a
c
k
e
t
t
s
P
o
i
n
t
R
d
H
E
R
I
T
A
G
E
L
A
BB-P10BB-P13
BB-P14
BB-P15
BB-P16
BB-P17
BB-P18
TL-P03
TL-P29
18-in
1 2 -i n
Q 1 0 =3 c f s
Q
1
0
=
2
c
f
s
Q10=18cfs
Q 1 0 =2 6
c f s
Q10=17cfs
Q 1 0 =9
c f s
Q10=8cfs
Q 1 0 =4 1
c f s
Q 1 0 =2 79 cfs
Q 1 0 =2 1 c f s
Q 1 0 =3 c f s
Q 1 0 =1 1 c f s
Q 1 0 =1 2 c f s
Q
1
0
=
3
9
1
c
f
s
Q
1
0
=
1
5
c
f
s
Q 1 0 =1 3 c f s
Q
1
0
=
3
9
c
f
s
Q10=806 cfs
TL-P2393.9 Ac
TL-P3215.8 Ac
TL-P0616.3 Ac
TL-P287.5 Ac
TL-P2923.7 Ac
TL-P2613.0 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
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
Qover=14 cfs
Qover=11 cfs
1
8
-i
n
3
0
-in
1 5 .9 6 -i n
30-in
1 8 -i n
1 5 -i n
12-in
1 8 -i n
1 2 -i n
12-in
2 4 -i n
48-in
12-in
9.996-in
30-in
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
C3 C4 C5
E4
D3
E3
D5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
%9%9
1 0 0 0
9 9 09 8 0
9 7 09 6 0
9 7 0960950940
9 5 0
940
9
7
0950
9
6
0950 960950
940
940
930
9 4 0
9 3 0
9 5 0
9 3 0
9
5
0
9
4
0
9 5 0
9 4 0
9 4 0
9 3 0
940930
9
4
0
930
9 4 0
9 3 0 950
9 3 0
9 8 0
930
9
6
0
930
9
6
0
9 3 0
1010
9
9
0
9
9
0
9 8 0
9
7
0
970
970
9 5 0
9 5 0
950
9
6
0
960
9
6
0
9 5 0
9 4 0
9
3
0
940
930
9 3 0 9 3 0930
9 3 0
930
9 3 0
Ferndale Rd W
B r o w n sBay
F e r n d a l eMarsh
P e a v e y
L a k eMinneto n k a
0 500Feet
S o u r c e : C i t y o f O r o n o , H e n n e p i n C o u n t y , M n D N R , M n D O T ,
C4 C5
D4
E4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 2018
Legend !I
D5
Page 20 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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
RR
R
"/
"/
"/
"/
"/"/
"/
"/
"/"/
"/"/
"/
"/"/
"/
"/"/
"/
%9%9
%9
%9
%9%9%9%9
%9
%9
%9
%9
%9%9
%9
%9%9
%9%9%9
%9%9
%9
%9
%9
%9
%9
%9%9
%9%9
%9
%9
%9%9
%9
%9%9
%9
%9
%9%9%9
%9
%9
%9
%9
%9
%9%9 %9
%9%9
%9%9%9
%9
%9%9%9 %9
%9%9 %9
%9 %9
%9
%9
%9
%9%9%9
%9
!5
GsWX
GsWX
GsWX
1000
970960950940
9
7
0 9 6 0 9 5 0
9 8 0
9 6 0950
9
5
0
9
3
0
9 5 0
9 4 0
9 6 0940
9 5 0
9 4 0
9 5 0
9 4 0
9 7 0960
9
5
0
940
9 5 0940
980970
980970
970
960
9 4 0
9 3 0
9 4 0
9 3 0
930
9
4
0
9 7 0
960
9 6 0
9 6 0
9 8 0
9 8 0
9 7 0
970
9 6 0
9 3 0
980
980
980970
970
960
970
9 6 0
9 6 0
9 6 0
9 6 0
9 5 0
9 5 0
9 3 0
9 3 0
North ShoreDr
WEBB ST
H I G H W O O D L A
M A P L E P L
F A G E R N E S S P O I N T R D
V I N E P L
M I N N I E A V E
C H
E
R
R Y
P L
H I G H W O O D R D
R e s t P o i n t R d
C H E R R Y AVE
N
O
R
T
H
A
R
M
D
R
P A R K D RR
E
ST P O I N T C I R
C O N C O R D I A S T
FL-P06
WA-P01
15-in
1 8 -i n
12-in
12-in
1 8 -i n
12-in
15-in
Q
1 0 =2 9
c f s
Q
1
0
=
2
3
c
f
s
Q10=12cfs
Q10=36 cfs
Q 1 0 =3 6 9
c f s
Q10=5cfs
Q 1 0 =8
c f s
Q 1 0 =7
c f s
Q10=33cfs
Q 1 0 =2 5
c f s
Q
1
0
=
5
c
f
s
Q10=23 cfs
Q
1
0
=
7
c
f
s
Q
1
0
=
1
0
c
f
s
Q 1 0 =2 2 c f s
Q 1 0 =1 5
c f s
Q 1 0 =3 7 0 c f s
Q
1
0
=
2
0
c
f
s
Q10=9 cfs
Q 1 0 =3 6
c f s
Q o v e r =7 c f s
Q o v e r =1 c f s
Qover=6 cfs
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-0270.9 Ac
F o r e s t L a k e
F o r e s tLake F o r e s tLake N o r t hArm
W e s t A r m
W e s t A r m
W e s t A r m
18-in
1 2 -i n
1
5
-
i
n
1
2
-
i
n
1 5 -i n
3 6 -i n
12-in
15-in
3 6 -i n
12-in
1
2-in
3 6 -i n
1
8-in
1
2
-
i
n
1
2
-
i
n
15-in
1
8
-
i
n
1 5 -i n
1 8 -i n
1 8 -i n
1 8 -i n
1 8 -i n
Q o v e r =1 7 c f s
Q
o
v
e
r
=
4
c
f
s
Qover=6 cfs
Q
over=
1
8 cfs
Qover=3 cfs
Q o v e r =3 5 c f s
Qover=8 cfs
Qover=9 cfs
Q
o
v
e
r
=
1
1
c
f
s
Q o v e r =1 6 c f s
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
D1 D2
F1
E2
F2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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
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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
RR
R
R
"/
"/
"/
"/
"/
"/
"/
"/"/
"/
"/"/
"/"/
"/
"/
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9 %9%9
%9%9
%9
%9
%9%9
%9%9
%9%9
%9
%9%9
%9
%9%9
!5
!5
!5
GsWX
G½WX
GsWX
G½WX
G½WX
9
6
0
9
5
0
9
4
0
970
960950
9 5 0
9 4 0
9 5 0
9 4 0
950940
9 5 0
9
4
0
9 5 0
9 4 0
9 5 0
9 4 0
9 5 0
9 4 0
9
4
0
9
3
0
9 4 0
9 3 0
9
4
0
9
3
0
960
9 7 0
960960
9 6 0
9 6 0
9
5
0
9 5 0
9 5 0
930
940
9 4 0
9
4
0
9 4 0
9
3
0
9
4
0
9 4 0
9 4 0
9
4
0
9 4 0
9
3
0
9
3
0
9
3
0
930
930
950
940
930
930
930
930
B I R C H L A
N o r t h S h o r e D r
B O H N S P O I N T L A
F A G E R N E S S POINT RD
BALDUR PARK RD
B o h n s P o i n t R d
CY-P02NA-P03
NA-P04
WA-P02
12-in
12-in
1
5
-i
n
12-in
1 5 -i n
1
5
-i
n
1 2 -i n
Q10=2cfs
Q 1 0 =3cfs
Q 1 0 =1 6 c f s
Q 1 0 =4
c f s
Q
10=1
cfs
Q10=3cfs
Q10=7cfs Q10=17 cfs
Q 1 0 =6 c f s
Q10=3 cfs
Q 1 0 =7 c f s
Q 1 0 =1 1 c f s
Q 1 0 =2 3 c f s
Q
o
v
e
r
=
3
c
f
s
Q o v e r =1
c f s
Q o v e r =1 c f s
Q o v e r =7 c f sQ
o
v
e
r
=
7
c
f
s
Qover=1
cfs
Q o v e r =3 c f s
Q
o
v
e
r
=
3
c
f
s
WA-04030.1 Ac
WA-P0226.4 Ac
WA-0453.0 Ac
WA-0414.7 Ac
CY-0091.3 Ac
CY-0111.4 Ac
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
M a x w e l l B a y
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
12-in
1 5 -i n
1 2 -i n
1 2 -i n
1
2
-
i
n
18-in
15-in
1
5
-
i
n
1 2 -i n
15-in
12-in
2 4 -i n
2 4 -i n
1 5 -i n
1
2-in15-in
1 2 -i n
48-in
2 4 -i n
15-in
2 4 -i n
1 2 -i n
12-in
Qover=3 cfs
Q
over=
9 cfs
Q o v e r =1 8 c f s
Q o v e r =7 c f s
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
June 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
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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
RR
R
R
"/"/
"/
"/"/
"/
"/
"/
"/"/
"/"/
"/"/
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
G½WX
GoWX
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G½WX
9 8 09
6
0
9 5 0940
970
950
940
9 7 0
9
5
0
9 4 0
9 7 0
9 5 0
9
5
0940
970
960
9 6 0
9 5 0
9
5
0940
9
7
0
9
6
0
970
960
9 5 0940
9 4 0
930
9 7 0
9 3 0
96
0
9 3 0
9 3 0
9 5 0 960
9 5 0
9 5 0
9 7 0
9 7 0
9 7 0
9 7 0
970
9
7
0
9 7 0
9 6 0
9 6 0
9 5 0
9
6
0
9 5 0
9 5 0
950
950
950
950
9 4 0
9
3
0
930
930
9 6 0
9 3 0
North Shore Dr
F
r
e
n
c
h
C
reekDr
B R O W N R D S
A R B
O R S
T
R A I L R O A D A V E
B R I A R
S T
Spates Ave
B a y R i d g e R d
FR-P17
FR-P18FR-P22
SB-P22
18-in 12-inQ10=17cfs Q 1 0 =6 9
c f s
Q 1 0 =3 7 c f s
Qover=5 cfs
Qover=16
cfs
TL-P287.5 Ac
TL-P307.0 AcTL-24611.5 AcFR-P1818.4 AcFR-P2210.6 Ac
FR-P1 74.1 A c
FR-P24186.4 Ac
FR-03815.9 Ac
FR-0465.6 Ac
SB-26226.8 Ac
CY-P049.0 Ac
SB-26110.5 Ac
SB-P2212.4 Ac
VOID15.1 Ac
SB-2596.2 Ac
S m i t h B a y
L a k eMinneto n k a
1 2 -i n
4 8 -i n
24-in
1 2 -i n
1 5 -i n
1
2-in
1
2
-
i
n
12-in 12-in Q o v er=9 cfs
Q o v e r =7 c f s
Qover=5 cfs
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
June 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
)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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
"/%9%9%9
%9
%9%9
%9
%9
950
9
4
0
9
5
0
950
9
5
0
Bracketts
P
o
i
n
t
R
d
S m i t h B a y
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
June 2018
Legend !I
E4
Page 24 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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
R
"/
"/"/"/
"/"/"/"/
"/
G½WX
GoWX
GoWX
9 7 0
9 6 0
9 5 0
9 8 0
9 6 095 0940
960
950
9 5 0
940
9
6
0
950
9 4 0930
96 0
950
940
9 5 0
9 4 0
950
930
9 5 0940
9 5 0
9 4 0
950940
9 3 0
9 4 0
9 3 0
9 5 0 9 4 0
9 7 0 9 6 0
950
940
9 5 0
9 4 0
950
940
940
930
9 7 0970
9 6 0
940
9 5 0
9
3
0
940940
940
9 4 0
970
9 5 0
950
9 5 0
940940
9 3 0
9
4
0
9 3 0
940
930
S p r i n gParkBay
W e s t A r m
B l a c kLake
B l a c k L a k e
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
E1 E2
G1
F2
G2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 2018
Legend !I
F1
Page 25 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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
R
R
RR
R
R
R
R
R
R
"/
"/"/
"/"/
"/"/
"/
"/
"/"/
"/
"/"/
"/"/
"/
"/
"/
"/
"/
"/"/"/"/
"/"/"/"/"/
"/"/"/"/"/"/"/"/
"/"/
"/
"/
"/
"/
"/
"/"/"/"/"/
"/
"/"/
"/"/
"/
"/
"/
"/
"/
"/"/"/
"/
"/
"/"/"/"/"/"/"/"/"/"/
"/"/"/"/"/"/"/"/"/
"/
"/"/
"/
"/"/"/
"/"/"/"/
"/
"/
"/
"/
"/
"/
"/
"/"/
"/
"/
"/
"/
"/
"/
"/"/
"/
"/
"/"/
"/
"/
"/
"/
"/
"/"/
"/
%9
%9%9
%9%9%9
%9
%9
%9
%9
%9
%9
%9%9
%9%9%9
%9
%9
%9
%9
%9
%9 %9%9 %9
%9
%9
%9
%9
%9%9%9
%9%9%9
%9
%9
%9
%9
%9
%9
%9%9
%9%9
%9
%9
%9
%9
%9 %9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9%9
%9
%9%9
!5
!5
!5
!5
!5
!5
!5
!5
GsWX
GoWX
GsWX
GoWX
9
8
0
970
960
950
940
9
3
0
9 6 0
9 5 0
94 0
9 7 0
9 5 0
9 6 0
9 4 0
9 7 0
9
6
0
970960
9
5
0
940
9
6
0
9
5
0
940930
9 6 0
9 4 0
9 6 0950
9 7 0
9 6 0
960
950
9 7 0960 940
9 3 0
9 3 0
9
7
0
9 3 0
9 5 0
9
3
0
9 6 0
9 5 0
9 5 0
9 6 0
950
9
5
0
9 3 0
9
3
0
9
7
0
9 7 0
9 7 0
9
7
0
9 6 0
950
9 5 0
96 0
960
960
9 6 0
9 6 0
960
9
6
0
9 6 0
9 6 0
960
96
0
9 6 0
9 6 0
9
6
0
9 5 0
9 5 0
940
9 5 0
950
9 5 0
9 5 0
9
4
0
94 0
940
9 4 0
9
4
0 9 3 0
9 3 0
940
9
3
0
930
9 3 0
9
3
0
9
3
0
930930
930
SHADY
W
O
O
D
R
D
Shoreline Dr
E T H E L A V E
F
R
EDERICK ST
CRYSTAL PL
ShoreHills
OLIVE AVE
N A V A R R E A V E
B L A I N E A V E
N A V A R R E L A
BAYVIEW PL
LIVINGSTON AVE
TOGO RD
LYRIC AVE
C R Y S T A L B A Y R D
C
a s c o P o i n t R d
K
E
N
W
O
O
D
W
A
Y
L Y D I A R D A V E
P
e
nce
L
a
O L D
B E A C H R D
N O R T H E R N A V E
D
U
N
W
O
O
D
Y
A
V
E
P H E A S A N T
R D
KELLY AVE
C A R M A N S T
CB-P02
CB-P03
CB-P04
CB-P05
CB-P06
CB-P07CB-P08
CB-P09
CY-P01
LF-P01
LF-P02
LF-P03
WA-P02
1 2 -i n
1
2
-
i
n
1 2 -i n
1 2 -i n
2
4
-
i
n
1 8 -i n
1 8 -i n
1 2 -i n
1
5
-
i
n
1
2
-
i
n
12-in
18-in
1
2
-
i
n
1 2 -i n
2 4 -i n
12-in
1 2 -i n
18-in18-in
Q10=9cfs
Q
1
0
=
1
6
cfs
Q10=27 cfs
Q
1
0
=
4
c
f
s
Q 1 0 =6
c f s
Q 1 0 =7 c f s
Q 1 0 =1 9
c f s
Q10=8cfs
Q 1 0 =3 0cfs
Q
1
0
=
2
5
c
f
s
Q 1 0 =9
c f s
Q 1 0 =9 1
c f s
Q 1 0 =1 3
c f s
Q
1
0
=
7
cfs
Q10=7cfs
Q 1 0 =1 6 c f s
Q
1
0
=
1
4
8
c
f
s
Q
10=4 cfs
Q 1 0 =8 c f s
Q10=4cfs
Q 1 0 =2 8
c f s
Q10=14 cfs
Q10=3cfs
Q 1 0 =1 6 c f s
Q 1 0 =2 6 c f s
Q
1
0
=
9
c
f
s
Q
1
0
=
1
1
c
f
s
Q 1 0 =8 c f s
Q 1 0 =2 2 c f s
Q10=48 cfs
Q10=43 cfs
Q 1 0 =1 8 c f s
Q
1
0
=
2
8 cfs
Q 1 0 =1 0 c f s
Q 1 0 =5 c f s
Q10=7 cfs
Q 1 0 =2 4 4 c f s
Q
1
0
=
3
8 cfs
Q 10 =1 7 c f s
Q 1 0 =3 1 c f s
Q
1
0
=
1
0
9
c
f
s
Q10=27 cfs
Q 1 0 =4 7 c f s
Q o v e r =5 c f s
Q o v e r =1 1 c f s
Q o v e r =1
c f s
Q
o
v
e
r
=
3
3
c
f
sQover=3 6
c f s
Qover=14cfs
Qover=17cfs
Q o v e r =1 1
c f s
LF-02147.7 Ac
CB-01324.9 Ac
CY-P0130.7 Ac
WA-P0226.4 Ac
CB-0612.0 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 A c
CB-0782.5 Ac
CB-0801.5 Ac
CB-1312.9 Ac
CB-1692.8 Ac
CB-1591.5 Ac 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-1443.1 Ac
CB-P0611.1 Ac
CB-0851.2 Ac
CB-1291.3 Ac
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-06 51.8 A c
CB-07 47.5 A c
CB-2263.5 Ac
CB-2221.6 Ac
CB-22 01.7 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-17 21.4 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 AcLF-0052.2 Ac
LF-0073.9 Ac
LF-0161.2 Ac
LF-0108.9 Ac
LF-01 41.0 Ac
LF-P0212.8 AcCB-0661.6 Ac
LakeMinnet onk a
C 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
Q
o
v
e
r
=
1
5
c
f
s
Qover=12 cfs
Q
o
v
e
r
=
1
2
c
f
s
Q o v e r =4 c f s
Q o v e r =3 8 c f s
Q o v e r =1 6 c f s
Q o v e r =2 cf s
Q o v e r =1 c f s
Q o v e r =1 7 c f s
Q
over=
5 cfs
Q o v e r =2 0 c f s
Q
o
v
e
r
=
7
c
f
s
Q o v e r =6 c f s
Qover=6 cfs
Qover=6 cfs
Q over=30 cfs
Q o v e r =6 c f s
Q o v
e r =4
c f s
Q o v e r =2 5 c f s
Q o v e r =3 c f s
Q o v e r =3 0 c f s
1
2
-in
18-in
1
2
-
i
n
18-in
1 2 -i n
1 8 -i n
18-in
1 2 -i n
1
2
-
i
n
1
2
-
i
n
1
2
-
i
n
1 2 -i n
1
2
-
i
n
18-in
1 2 -i n
1
2
-in
1 2-in
1 2 -i n
1 2-in
12-in
1 5 -i n
24-in
2 4 -i n
1
2
-
i
n
18-in
15-in
1 8 -i n
1 2 -i n
1 2 -i n
18-in
1 2 -i n
1 2 -i n
1 8 -i n
12-in
1
2-in
1
2-in
1 2 -i n
1 5 -i n
1 2 -i n
1 2 -i n
24-in
1 2 -i n
1 2 -i n
12-in
18-in
1 8 -i n
12-in
3 0 -i n
1
2
-
i
n
12-in
1 8-in
1 2 -i n
1
2
-i
n
1 5 -i n
1 5 -i n
1 2 -i n
1 2 -i n
1 5 -i n
1 5 -i n
1
2
-
i
n
12-in
12-in
1 5 -i n
12-in
12-in 15-in
1
2-in
1 8 -i n
1
5
-i
n
12-in
1
5
-
i
n
1
2
-
i
n
12-in
1
2-in
15-in
12-in
12-in
2 4 -i n
1
8-in
1 8 -i n
1 2 -i n
12-in
12-in
18-in
1
2-in
18-in
12-in
2 4 -i n
1
5
-
i
n
1
2
-
i
n
1
2-in
12-in
12-in
3 0 -i n
1 5 -i n
1 8 -i n
15-in
12-in
1
2
-in
15-in
12-in
15-in
1 2 -i n
18-in
1 8 -i n
18-in
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
June 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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
"/"/
GoWX
960
950
9 7 096 0950
9 4 0
96 0
95 0
9 5 094 0930
950
940
950
9 4 0
9
6
0
9 5 0
9 4 0
9 3 0
950
9
3
0
9 5 0
940
9 4 0
930
9 4 0
9 6 0
9 4 0 950
950
940
9 6 0
9
7
0
9
7
0
9
7
0
9
7
0
9 7 0 9 6 0
960
9
6
0
9 6 0
960
9 5 0
950
9 5 0950
9 5 0
9 4 0 950
9 4 0
940
9 4 0
9 4 0
940
9 4 0
940
9
3
0
960
93 0
1 2 -i n
1 8 -i n
Q o v e r =1
c f s
VOID19.4 Ac
Lafay et t eBay 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
Q o v e r =4 c f s
1 2 -i n
12-in
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
June 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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
9 6 0
9 5 0
9
7
0
9
6
0
9
5
0
9
4
0
9 5 0
9 4 0
950
9
4
0
9 7 0960
950940
9 5 0
9 4 0
9 5 0940
9
6
0
9
5
0
9
5
0
9
4
0
9 5 0
9 4 0
940930
9 3 0
9
5
0
9 4 0
9 5 0
9
6
0 9 6 0
9
6
0
950
960
9 5 0
930
9 4 0930
9 4 0
930
9
3
0
9 3 0
930
9 3 0
9 3 0
930
9 3 0
930
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
June 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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
RR
1 0 2 0
1 0 0 0990
9 7 0
9 6 0
9 8 0
9 6 0950
9 5 0930
9 6 095 0
990
980
9 8 0970980
9 7 0
9
7
0 9 6 0
970960
9 5 0940
950940
1020
1 0 1 0
9 8 0
9 7 0
9 4 0
9 3 0
1
0
1
0
9 8 0
9 7 0
940
960
9 4 0
9 4 0
9
3
0
1020
1 0 1 0 1 0 1 0
1 0 1 0
1000
1
0
0
0
1000
9 8 0
9 8 0
9 8 0
9 8 0
980
9 7 0
970
970
970
9 6 0
9 6 0
960
940
9
4
0
9 4 0 940
940
9
4
0
9 3 0
9 3 0
9 3 0
9 3 0
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
10-YEAREXISTING CONDITION
June 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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
R
R
R
R
"/
"/
"/"/
"/
"/
"/
"/"/
"/"/"/"/"/
"/
"/
"/%9%9
%9
%9
%9%9
%9
%9%9
%9
%9%9
%9%9%9
%9
%9%9
%9
%9
%9
%9%9%9
%9
%9
%9%9
%9%9
%9
%9
%9
!5
!5
!5
9
7
0
9
6
0
9
5
0
9
7
0
9
6
0
9
5
0
9 4 0
9
7
0
960
960
950
940
9 6 0 9 5 0
9 5 0
9
4
0
9 5 0
9
4
0
9 3 0
9 3 0
940
9 5 0
9 8 0
980
960
9
5
0
9
5
0
9 5 0 950
9
5
0
950
940
9 4 0
9 3 0
930
C a s c o C o v e
M a p l e A v e
IVY PL
CASCO AVE
CascoPointRd
C A S C O C I R
CB-P01
CB-P10
CB-P11
CB-P12
1 2 -i n
1 8 -i n12-in
1 2 -i n
12-in 1 8 -i n12-in12-in
12-in
Q10=3
cfs
Q
10
=
2cfs
Q 10 =3cfs
Q 1 0 =8
c f s
Q10=11
cfs
Q 1 0 =2 3 c f s
Q 1 0 =2 8
c f s
Q
1
0
=
1
c
f
s
Q 1 0 =1 0cfs
Q 1 0 =1 1 c f s Q 1 0 =1 2
c f s
Qover=14 cfsQover=1 1 c f s Qover=12 cfs
CB-01324.9 Ac
CB-P117.5 Ac
CB-0051.4 Ac
CB-2263.5 Ac
CB-2221.6 Ac
CB-2201.7 Ac
CB-00 61.1 A cCB-2131.6 Ac
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
CB-1871.3 Ac
CB-1881.9 Ac
CB-1923.8 Ac
CB-1963.3 Ac
CB-1654.4 AcCB-1675.0 Ac
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 gPark B a y
T o n k aBay
T o n k a B a y
1 8 -i n
1
2
-
i
n
1 2 -i n
1
2
-in
1
2-in
1
2
-i
n
1
2-in
12-in
18-in
1 2 -i n
1 2 -i n
1 2 -i n
1 8 -i n
6
-
i
n
1
2-in
12-in
12-in 12-in
1 2 -i n
12-in
1 2 -i n 12-in
Q o v e r =1 8 c f s
Q o v e r =2 cf s
Q o v e r =1 c f s
Q o v e r =6 c f s
Qover=1 cfs
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F1 F2 F3
G1 G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
"/"/
GsWX
9 7 0
9 4 0
9 3 0
970960
9 6 0
9
5
0
9 6 0
9
4
0
950
940
9 6 0
9
5
0
9 6 0 9
5
0 9 4 0
950940
9 4 0930
940
9
3
0
9 5 0 9 4 0
94
0930
9 6 0 9 5 0
95 094 0
940
9
3
0
940
93
0
9
4
0
930
9 4 0
9 3 0
940
930
9 4 0930
9 4 0
930
9 3 0
930
9 4 0
9
3
0
950
9 5 0
930
950
9 6 0
9 6 0
9
6
0
960
9 6 0
9 6 0
9 5 0
9
5
0
950
9 5 0
9 4 0 9 5 0
9 4 0
9
4
0
9 3 0
9
3
0
930
940
9 4 0
9 4 0
9 3 0
9 4 0
940
9 4 0
9 4 0
9 4 0
9 3 0
9 4 0
9 4 0
9 4 0
9
4
0
940930
9
4
0
9 3 0
9 3 0
930
9 3 0
9 3 0
9
3
0
9 3 0
9 3 0
930930
9
3
0
9 3 0
930
930
9
3
0 9 3 0
930
9
3
0
930
9 3 0
9 3 0
9 3 0
930
9 3 0
9 3 0
9 3 0
12-in12-i n18-i n
CB-0 1324.9 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 eMinneto 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
June 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)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 -y r .m x d
D a t e S a v e d : 6 /1 /2 0 1 8 7 :5 9 :1 7 A M
9
6
0
9
5
0 9 4 0
9 3 0
9 8 0
970960
970
9
5
0
9
4
0
9
3
0
9 4 0
9 3 0
9 5 0
9 4 0
950940
9
5
0 9 4 0
9 5 0
9 4 0
9 5 0940
950940
990
9 8 0
9
8
09
7
0
950
940
9 5 0
9 4 0
950
940
9 4 0
9 3 0
9 4 0
9 3 0
990
930
9 5 0
9 6 0
9 6 0
9
3
0
970
9 6 0
9
6
0
9 6 0
9 6 0
960
950
95 0
9
5
0
9 5 0
950
950
9 5 0
9 5 0
950
9
4
0
9 4 0
950
940
9 3 0
9
3
0 9 4 0
940
930
9
3
0
9 3 0
9 3 0
9 4 0LakeMinnetonka
0 500Feet
Source: City of Orono, Hennepin County, MnDNR, MnDOT,
F3 F4
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
10-YEAREXISTING CONDITION
June 2018
Legend !I
G4
Page 32 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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
RR
"/"/%9
%9
%9%9
%9
%9
%9%9 %9
%9%9
)n
G¡WX
GsWX
)n1020
1 0 1 0
1 0 0 0
9 9 0
9 8 0
9 7 0
1
0
1
0
1
0
0
0
9
9
0
9
8
0
9
7
0
1 0 1 0
1 0 0 0
9 8 0
1
0
0
0
9
9
0
97
0
1010
1000
990
10 0 0
9 9 0
1 0 0 0
9 9 0
970990980970
10101000
1000
990
1 0 0 0
9 9 0
990980
990
980
9 8 0
9 7 0
9 8 0970
9 8 0
9 7 0
9
7
0
9
6
0
970
960
1
0
4
0
1030
9
6
0
1 0 2 0
9 8 0
1 0 0 0
9 9 0
970
1000
1010
1 0 0 0
9 9 0
1000
1000
9 9 0
970
980
990
9 7 0
980
970
1010
1
0
0
0
1 0 0 0
9 9 0 990
990 98
0
970
980
9
8
0
9 7 0
970
9 7 0
9
7
0
1000
990
990
970
970
970
970
970
9 6 0
SPRUCE WAY
WAYZATABLVDW
C r e e k w o o d T r
T O W N L I N E R D
PC-P01
PC-P07
Q 1 0 0 =1 5 7 c f s
Q 1 0 0 =9 7 c f s
Q
1
0
0
=
1
6 cfs
Q 1 0 0 =9 8 c f s
Q100=34 cfs
Q 1 0 0 =1 1 0
c f s
Q 1 0 0 =1 3 2 5 c f s
PC-P012209.5 Ac
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
Q o v e r =4 6 c f s
K a t r i n a
P a i n t e r C r e e k
1 8 -i n
1 8 -i n18-i n
6 0 -i n
6 0 -i n
24-in
7 2 -i n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B1
A2
B2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
A1
Page 1 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@
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Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M R
R
R
R
R
R
"/
"/"/
"/
"/
"/
%9
%9%9
%9
%9
%9
%9
%9
%9%9%9
%9
%9
%9
%9
%9
%9 %9
%9
%9
%9 %9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
GeWX
1
0
5
0
1 0 4 0
1 0 3 0
1
0
2
0
1
0
1
0
1
0
0
0
9
9
0
9
8
0
970
102010101000990
10101000
1 0 0 0
9 9 0
1000990
9
8
0
970
1 0 1 0
1 0 0 0
1000
9
9
09
8
0
9
9
0
9
8
0
1 0 2 0
1
0
1
0
1010
1000
1 0 0 0
9 9 0
1 0 0 0
9 9 0
9
9
0
9
8
0
9 8 0
970
10101000
1
0
0
0
9
9
0
9 8 0
9
7
0
1 0 3 0
1 0 2 0
9
9
0
1 0 0 0
1
0
1
0
1 0 2 0
1 0 1 0
1 0 3 01030 1 0 2 0
1 0 2 0
1 0 2 0
1020
1 0 2 0
1010
1 0 1 0
1 0 1 0
1010
1010
1 0 0 0
1
0
0
0
10 0 0
1 0 0 0
1000
990
990
980
980
9 9 0
9
9
0
9 8 0
980
9 8 0
9
7
0
990
9 7 0
9 7 0
9 7 0
970
9 7 0
970
S I X T H A V E N
J a m estown Rd
H O M E S T E A D
T R
STARKEY
R
D
LC-P01
LC-P02
LC-P03
PC-P02
PC-P06
Q
1
0
0
=
1
c
f
s
Q100=209 cfs
Q
1
0
0
=
4
c
f
s
Q100=142 cfs
Q 1 0 0 =9 4 c f s
Q 1 0 0 =2 4
c f s
Q
1
0
0
=
5
4
cfs
Q 1 0
0
=7 c
f s
Q
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
3
0
-
i
n
1 2 -in
12-in
12-in
3 6 -i n
1
2
-
i
n
24-in
2
4-in
L a k e C l a s s e n
K a t r i n a
Q
o
v
e
r
=
5
7
c
f
s
Q o v e r =20 cfs
Qover=270 cfs
Q o v e r =4 5 c f s
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B2
A1
B1
A3
B3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
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GsWX
GoWX
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Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M R
R
R
R
R
R
RRR
R
R
"/"/
"/"/"/
"/
"/
"/
"/
"/"/
"/"/"/"/"/
"/"/"/"/
"/"/"/"/"/
"/"/
"/"/
"/"/"/
"/"/
"/
"/"/
"/
"/
"/
"/"/
"/
"/"/
"/
"/
"/
"/"/
"/
"/
"/
!
*
"
%9 %9 %9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9 %9
%9 %9
%9%9
%9
%9%9
%9
%9
%9
%9 %9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9 %9 %9
%9
%9
%9 %9
%9
%9
%9 %9
%9%9
%9
%9
%9%9
%9%9
%9
%9
%9
%9
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%9
%9%9
%9
%9%9
%9
%9
%9
%9 %9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9 %9
%9%9
%9 %9
%9
%9
%9
%9%9
%9 %9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
!5
!5
!5
GeWX
1 0 5 0
1 0 4 0
1 0 3 0
1 0 2 0
1 0 1 0
1 0 0 0
1030
1020
1010
1000
990
980
1020
1000
9
8
0
1 0 3 0102 010101000
1 0 2 0
1 0 0 0
9 9 01020
1000
9 9 0
1 0 3 0
1 0 1 0
10 5 0
1040
1 0 3 0
1 0 2 0
1020
1010
1
0
1
0
1000
1010
1
0
0
0
9
9
0
9 8 09 7 0
9 6 0
1040
1 0 2 0
1010
1000
1 0 1 01000
1000
990
1 0 6 0
1 0 5 0
1 0 5 0
1 0 4 0
1020
1010
1 0 2 0
1 0 1 010101000
9 9 0
980
1030
1010
9 7 0
9 6 0
1 0 3 0
1 0 1 0
1010
1 0 3 0
1
0
3
0
1020
1 0 0 0
9
9
0
1030
1 0 3 0
1
0
3
0
1 0 1 0
1050
1050
1 0 5 0
1 0 5 0
1040
1050
1040
1040
1040
1 0 4 0
1 0 3 0
1 0 3 0
1020
1 0 3 0
1 0 2 0
1 0 3 0
1020
1 0 2 0
1
0
2
0
1
0
1
0
1 0 1 0
1 0 1 0
1010
1 0 1 0
1010
1 0 0 0
1 0 1 0
1 0 1 0
1000
1 0 0 0
1 0 0 0
9
9
0
1
0
0
0
9 8 0
9 8 0
9
9
0
9 9 0
9 8 0
9 8 0
980
9 8 0
980
1050
1040
10 3 0
C o x F a r m R d
W I L L O W D R N
Salem
Ct
SIXTH AVE N
Shadowood Dr
O L D
C R Y S T A L
B A Y
R D
N
W I L L O W D R
B R O W N R D N
W i l l o w V i e w D r
P h i l l i p s D r
LL-P03
LL-P04LL-P19
LL-P22
LL-P23
LL-P24LL-P25
PC-P18
15-in
24-in24-in
1 5 -i n
Q 1 0 0 =6
c f s
Q 1 0 0 =4
c f s
Q 1 0 0 =4 6
c f s
Q 1 0 0 =3
c f s
Q 1 0 0 =1 5
c f s
Q100=9 cfs
Q 1 0 0 =3
c f s
Q100=30cfs
Q 1 0 0 =1 1 2
c f s
Q
100=134 cfs
Q 1 0 0 =2 9
c f s
Q 1 0 0 =3 c f s
Q 1 0 0 =1 3 2
c f s
Q100=39cfs
Q
1
0
0
=
5
c
f
s
Q100=118 cfs
Q 1 0 0 =1 2 c f s
Q 1 0 0 =5 c f s
Q
1
0
0
=
2
c
f
s
Q 1 0 0 =1 1 0 c f s
Q100=209 cfs
Q 1 0 0 =10 1 c f s
Q100=140 cfs
Q100=20 cfs
Qover=24 cfs
Q o v e r =1 2
c f s
LL-P038.1 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 AcLL-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-2340.8 Ac
LL-3093.4 Ac
LL-3110.9 Ac
SB-3188.2 Ac
LL-0 282.2 A c
LL-0615.8 Ac
LL-3190.9 Ac LL-0596.4 Ac
LL-0577.1 AcLL-0534.9 Ac
LL-P3120.8 A c
LL-3321586.6 Ac
LC-00340.1 Ac
PC-P012209.5 Ac
PC-11413.9 AcPC-11731.3 Ac
PC-03453.0 AcPC-04290.3 Ac
PC-0363.3 Ac
PC-04328.9 Ac
PC-1163.5 Ac
PC-11512.1 Ac
PC-119524.2 Ac
D i c k e y 's L a k e
W o l s f e l d
Q o v e r =1 5 c f s
Q
o
v
e
r
=
1
4
c
f
s
Q
over=66 cfs
Qover=91 cfs
Q o v e r =1 7 2 c f s
Q o v e r =2 8 c f s
Q o v e r =3 5 c f s
Q o v e r =4 8 c f s
Qover=20 cfs
Q ov er =81 cfs Qover=6 cfs
Q
o
v
e
r
=
9
2
c
f
s
Q
o
v
e
r
=
1
9
0
c
f
s
1 2 -i n
1 2 -i n
1 2 -i n
1
2
-
i
n
1 8 -i n
1 2 -i n
1 2 -i n
1 2 -i n
1 2 -i n
24-in
1
2
-i
n
18-in
2 4 -i n
24-in
1 5 -i n
15-in
1 5 -i n
1 2 -i n
15-in
18-in
1 2 -i n
1 5 -i n
12-in
1
8
-i
n
2
4
-
i
n
1
8
-
i
n
1
2-in
1 2 -i n
18-in
1 2 -i n
1 2 -i n
24-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B3
A2
B2
A4
B4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
)n
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GsWX
GoWX
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Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R
R
R
R
R
R
R
R
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%9
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%9%9
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%9%9
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%9%9
%9
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1
0
4
0
1
0
3
0
1020
1
0
1
0
1 0 2 0
1 0 1 0
1 0 0 0
9 9 0
9 8 0
9 7 0
9 6 0
1 0 1 0100 099 098 097 0
1
0
2
0
1
0
1
0
1
0
0
0
9
9
0
9
8
0
1020
10101000
970
9
9
0
9
8
0
9
6
0 9 9 0
9 8 0
1 0 1 0
1 0 0 0
1
0
0
0
990
98
0
970
1 0 2 0101 0
103010201010
1
0
2
0
1
0
1
0
1 0 1 01000990
9
9
0
9
7
0
9 9 0
9709
9
0
98
0
9 9 0
9 8 0
970
9 9 0
9 8 0
1050
1040
1030
1020
1 0 1 0
1 0 0 0
1
0
2
0
1
0
1
0
1 0 2 0
1
0
1
0
1 0 1 0
1
0
0
0
1
0
1
0
1
0
0
0
1 0 0 0
9 9 0
1 0 0 0990
1
0
0
0
9
9
0
1
0
0
0
9
9
0
990
980
9
8
0
97
0
9 8 0970
9
8
0
9
7
0
970960
1
0
3
0
1 0 2 0
1
0
0
0
9
9
0
1 0 0 0
9 9 0
9 9 0
980
9 9 0
9 8 0
9
9
0
9
8
0
990
9 8 0
9
8
0
9
7
0
970960
9
7
0
9
6
0
9
7
0
9
6
0
970960
1 0 3 0
1030
960
980
9 5 0
1
0
0
0
9 5 0
99
0
1 0 3 0
1000
9
6
0
1020
1
0
1
0
100
0
980
1 0 3 0
1 0 3 0
1
0
3
0
1030
1030
1
0
1
0
1020
1 0 2 0
1 0 2 0
1020
1 0 2 0
1 0 1 0
1010
1 0 1 0
1
0
1
0
1010
1 0 0 0
1010
1
0
0
0
1000
9 9 0
9
9
0
990990
990
1000
1 0 0 0
1000
1 0 0 0
990
1 0 0 0
990
980
9 9 0990
9 9 0
9 8 0
9
8
0
9
9
0
9 9 0
9 9 0
9 9 0
9 9 0
990
9 9 0
990
9 9 0
9
8
0
9
9
0
9 7 0
980
9
8
0
9
6
0
9
6
0
9
6
0
970
960 960
9 7 0
960
9
6
0
990
9 9 0
9 8 0
970
S I X T H AV E N
K
n
o l l M a n n o r R d
T A M A R A C K D R
W
y
n
d
mereRd
T a n g l e w o o d R d
L A K E V I E W T E R
LL-P05
LL-P30
LL-P31
LL-P33
LL-P34
LL-P35
LL-P38
LL-P39
LL-P56
LL-P57
Q 1 0 0 =2 4cfs
Q100=5 cfs
Q100=42cfs
Q100=256
cfs
Q 1 0 0 =1 6
c f sQ100=248 cfs
Q100=232
cfs
Q 1 0 0 =2 5 c f s
Q 1 0 0 =1 2 c f sQ100=2 3cfs
Q 1 0 0 =1 8 c f s
Q 1 0 0 =1 c f s
Q100=2 cfs
Q 1 0 0 =2 4 6 c f s
Q100=52 cfs
Q 1 0 0 =1 1 3 c f s
Q
1
0
0
=
5
0
c
f
s
Q
1
0
0
=
8
4
c
f
s
Q
100=
363 cfs
Q 1 0 0 =2 5 5 c f s
Q100=144 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 -0 5 67.5 A c
LL-0615.8 Ac
LL -0 5 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 Ac
LL-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
W o l s f e l d
Q o v e r =2 4 c f s
Q o v e r =1 5 c f s Qover=2 cfs
Q o v e r =8 c f s
Q o v e r =1 3 c f s
Q o v e r =40 cfs
Qover=11 cfs
1 5 -i n
18-in
1 8 -i n
18-in
15-in
48-in
1
8
-
i
n
1 2 -i n
2 4 -i n
2
4
-
i
n
1 8 -i n
4
8
-
i
n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B4
A3
B3
A5
B5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
F1 F2 F3 F4
G1 G2 G3 G4
)n
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GsWX
GoWX
GsWX
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?ØA@
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Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
"/
"/"/
%9
%9
%9
%9 %9
%9%9
%9
%9
%9
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%9
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1 0 6 0
1
0
5
0
1
0
3
0
1
0
2
0
9
9
0
1 0 5 01040
1 0 3 0102010101000
1 0 1 0
1 0 0 0
1 0 5 0
1 0 4 0
1030
1020
1010
1000
9 9 0
1 0 4 0
1
0
3
0
1 0 2 01010
1 0 2 0
1 0 1 0
1 0 3 0
1 0 2 0
1
0
2
0
1010
10 5 0
1 0 4 0
1
0
4
0
1
0
3
0
9
9
0
9
8
0
9 8 0
9 7 0
98 0970
1
0
5
0
1
0
4
0
1
0
5
0
1040
1 0 4 0
1 0 3 0
1 0 3 0
1 0 2 0
1 0 2 0
1010
1 0 0 0990
1000990
1
0
1
0
1 0 0 0
1 0 6 0
9 9 0
1 0 2 0
1 0 4 0
9
8
0
990
9 9 0
1030
1 0 3 0
1 0 3 0
10 2 0
1
0
3
0
990
9 7 0
9 9 0
1060
1 0 4 0
1 0 4 0
1040
1 0 4 0
1040
1 0 4 0
1 0 4 0
1 0 4 0
1030
1030
1
0
3
0
1 0 2 0
1030
1 0 3 0
1030
1 0 3 0
1030
1 0 3 0
1
0
3
0
1 0 3 0
1
0
3
0
1
0
2
0
1
0
2
0
1
0
2
0
1 0 2 0
1
0
2
0
1 0 2 0
1 0 0 0
1000
1000
9
9
0
1 0 0 0
9 8 0
9
9
0
9 9 0
990
9 8 0
9 7 0
1 0 0 0
990
9 8 0
H o l l a n d e r R d
SIXTH AVE N
HunterPas s
H U N T E R D R
M o o n e y L a k e D r
S P R I N G H I L L R D
W
IL
L
O
W
BR
O
O
K
D
R
LL-P08
LL-P11
LL-P39
LL-P40
LL-P43
LL-P44
LL-P45
LL-P46
LL-P48
LL-P58
MO-P01MO-P02
MO-P03
MO-P04
MO-P05
MO-P07
MO-P08
1 2 -i n
Q100=9cfs
Q100=13cfs
Q 1 0 0 =2 5
c f s
Q 1 0 0 =1 4 c f s
Q100=12cfs
Q 1 0 0 =7 7 c f s
Q 1 0 0 =7 7 c f s
Q100=39 cfs
Q 1 0 0 =7 5 c f s
Q 1 0 0 =1 6 c f s
Q100=2 cfs
Q 1 0 0 =6 2 c f s Q 1 0 0 =5 7 c f s
Q 1 0 0 =2 4 c f sQ
1
0
0
=
5
4
c
f
s
Q 1 0 0 =4 2 c f s
Q100=4 cfs
Q
1
0
0
=
1
0
5 cfs
Q 1 0 0 =3 c f s
Q
1
0
0
=
8
4
c
f
s
VOID415.1 Ac
VOID7.7 AcMO-P 0 54.4 A c
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-P123.3 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
M o o n e yLake
M o o n e y L a k e
1 5 -i n
18-in
12-in
3 0 -i n
12-in
4
8
-in
12-in12-in
1 5 -in
1 8 -i n
2 4 -i n
1 5 -i n
4
8
-
i
n 5 4 -i n
1 8 -i n
2 4 -i n
Qover=7 cfs
Qover=68 cfsQover=6 cfs
Qover=30 cfs
Qover=3 cfs
Q o v e r =17 cfs
Qover=11 cfs
Qover=14 cfs
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B5
A4
B4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
F1 F2 F3 F4
G1 G2 G3 G4
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Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
"/"/
"/
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"/"/"/"/
"/"/
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"/"/
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%9
%9
%9%9
%9
%9
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!5
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1 0 4 0
1 0 2 0
1 0 1 0
1 0 0 0
9 8 0
9 7 0
9 6 0
10201000970
990
9 6 0
1 0 4 0102010101000
103010201010
1000
1000
970
960
1 0 1 0
9 9 0
9 8 0
9 7 0
1 0 1 0
1 0 0 0
1000
990
980
1 0 0 0
9 9 0
9
8
0
9
9
0980
1000
9
9
0
1000
990
990
980
99
0
9
8
0
960
950
940
1 0 4 0
1
0
3
0
980
9 7 0
9 5 0
9
4
0
990
940
9 8 0
1 0 3 0
1040
1
0
0
0
9 6 0
990
970
1010
990
1
0
0
0
970
980
9 7 0
9
6
0
1 0 4 0
1 0 1 0
1 0 0 0
1 0 1 0
1 0 1 0
1010
1000
1000
1000
1 0 0 0
1000
1 0 0 0
9 9 0
9
9
0
9 9 0
990
9 9 0
9 8 0
980
980
9
8
0
980
980
980
9
7
0
9
7
0
9 7 0
9
6
0
9 4 0
990
9 9 0
980
970
LUCE LINE TR
T u r n h a m D r
S I X T H A V E N
M C C U L L E Y R D
CHIPPEWA LA
WolvertonPl
WATERTOWNRD
T O W N L I N E R D
K o k e s h F a r m R d
T U R N H A M R D
HuntFarmRd
D
e
b
o
r
a
h
D
r
O R C H A R D P A R K R D
PC-P10
PC-P12
PC-P13
PC-P14
PC-P15PC-P16
PC-P17
PC-P20
PC-P22
SB-P01
SB-P02
SB-P03
SB-P04
SB-P20
SB-P21
2
4
-in
Q100=9cfs
Q 1 0 0 =8 0
c f s
Q 1 0 0 =1 6
c f s
Q 1 0 0 =8 8 c f s
Q10 0 =19 1 c fs
Q 1 0 0 =1 0
c f s
Q100=73 cfs
Q100=18cfs
Q
1
0
0
=
2
c
f
s
Q 1 0 0 =1 5 c f s
Q 1 0 0 =1 0 c f s
Q100=2 cfs
Q100=25cfsQ100=9 c fs
Q100=60 cfs
Q100=238 cfs
Q 1 0 0 =2
c f s
Q
1
0
0
=
2
8
8
c
f
s
Q100=1 cfs
Q100=121 cfs
Q
1
0
0
=
1
2
4
c
f
s
Q 1 0 0 =8 6 c f s
Q 1 0 0 =5 6 c f s
Q 1 0 0 =1 2 5 c f s
Q100=254 cfs
Q 1 0 0 =1 9 c f s
Q 1 0 0 =5 2 c f s
Q 1 0 0 =2 8 c f s
Q
1
0
0
=
6
5
c
f
s
Q 1 0 0 =8 2 c f s
Q
10
0
=
49 cfs
Q 1 0 0 =3 8 c f s
Q
1
0
0
=
1
7
9
c
f
s
Q100=278 cfs
Q 1 0 0 =2 5 c f s
Q 1 0 0 =1 7 c f s
Q 1 0 0 =1 0 6 c f s
Q 1 0 0 =1 1 0 c f s
Q100=4 cfs
Q 1 0 0 =1 1 7 c f s
Q100=34 cfs
Q 1 0 0 =1 5 9 c f s
Q100=26 cfs
Q 1 0 0 =1 1 3 c f s
Q o v e r =1 5cfs
Q o v e r =4 6 c f s
Q o v e r =3 3 c f s
SB-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 -1 0 50.6 A c 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 A c
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
P a i n t e r C r e e k
1
5
-i
n
1 2 -in
18-in
1 2 -i n
1 2 -i n
1 2 -i n
1
2-in
1
5
-in
1
2
-
i
n
1 8 -i n
1 8 -i n
1 2 -i n
1 8 -i n
15-in
1 8 -i n
1 8 -i n
1 8 -i n
1 2 -i n
27-in
1
2-in
1 8 -i n
1 2 -i n
18-in24-i n
24-in
1 8 -i n
1
2
-
i
n
3 6 -i n
2 4 -i n
1
5
-
i
n
2 4 -i n
12-in
1 8 -i n
1 2 -i n
1 2 -i n
1 2 -i n
5 4 -in
1 5 -i n
24-in
1
2
-
i
n
1 2 -i n
1 5 -i n
1 2 -i n
12-in
6 -i n
Q o v e r =5 2 c f s
Q o v e r =4 1 c f s
Q o v e r =1 3 c f s
Q o v e r =3 0 c f s
Q o v e r =7 5 c f s
Qover=33 cfs
Qover=57 cfs
Qover=3 cfs
Q
o
v
e
r
=
1
2
4
c
f
s
Q o v e r =8 9 c f s
Q o v e r =1 5 c f s
Q o v e r =8 c f s
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
A1 A2
C1
B2
C2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
G1 G2 G3 G4
)n
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Parcels
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!5 Storm Manhole
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%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
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D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
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1 0 5 0
1 0 4 0
10301020
1 0 1 01000
1000
990980
9
7
0
1 0 5 0
1 0 4 0
1 0 3 010
2
0
1010
1
0
2
0
1
0
1
0
1
0
0
0990 9
8
0
1 0 1 0
1 0 0 0
9 9 0 9 8 0
1
0
2
0
1
0
1
0
1 0 0 0990
1 0 1 0
1 0 0 0
1 0 1 0
1 0 0 0
1000
980
1 0 2 0
1 0 1 0
1
0
1
0
1
0
0
0
9
9
0
1000
990
1 0 0 0
9 9 0
980
9
7
0
9 8 0
9
7
0
1000
990
990
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1 0 2 0
1000
990
1 0 2 0
1000
1 0 1 0
1010
980
1
0
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1
0
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1 0 1 0
1000
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10
0
0
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9 9 0
9 8 0
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97 0
9 8 0
9
8
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9 7 0
970
9 7 0
9 7 0
970
10 0 0
990
9 8 0
9 8 0
9 8 0
9 7 0
970
970
9 7 0
S I X T H A V E N
Lillian L n
JacobsMillRd
WAYZATA BLVD W
WATERTOWN RD
USHWYNO12
S T U B B S
B A Y
R D
N
LC-P04
LC-P05
LC-P06
LC-P16
PC-P03
PC-P04PC-P05
PC-P06
PC-P08
PC-P09
PC-P21
6 -i n
Q100=18cfs
Q100=17 cfs
Q100=15cfs
Q100=13 cfs
Q 1 0 0 =9 4
c f s
Q100=8cfs
Q 1 0 0 =1 0 c f s
Q 1 0 0 =7 c f s Q
1
0
0
=
4
0
c
f
s Q100=268 cfs
Q
1
0
0
=
3
6
c
f
s
Q 1 0 0 =3 7 c f s
Q 1 0 0 =2 4 c f s
Q 1 0 0 =1 c f s
Q100=85 cfs
Q 1 0 0 =2 0 1 c f s
Q 1 0 0 =2 1 c f s
Q
1
0
0
=
2
3
c
f
s
Q100=8 cfs
Q 10 0 =55 cfs
Q100=188 cfs
Q 1 0 0 =1 4 5 c fs
Q
1
0
0
=
1
1
c
f
s
Q
100
=28 cfs
Q100=137 cfs
Q 1 0 0 =1 2 7 8 c f s
Q 1 0 0 =4 5 8 c f s
Q 1 0 0 =2 1 9 c f s
Q 1 0 0 =9 c f s
Q100=6 cfs
Q100=1 cfs
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 Ac
PC-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 A c
PC-P0763.8 Ac
PC-P02168.0 Ac
LC-P061.6 A c
SB-1044.6 Ac
PC -0 1 43.1 A c
PC-P056.0 Ac
L a k e C l a s s e n
Qover=7 cfs
Q o v e r =20 cfs
Q o v e r =
3 0 c f s
Q o v e r =6 7 c f s
Qover=270 cfs
Q
o
v
er
=
1
0
1 cfs
Q
o
v
e
r
=
1
4
c
f
s
Q
over=54 cfs
Qover=40 cfs
18-in
12-in24-in
18-in
1 2 -i n
1 2 -in
1 5 -i n
1 5 -i n
15-in
1 2 -i n
1 5 -i n
12-in
24-in
2
7-in
3 6 -i n
2 4 -i n
1 8 -i n
2 1 -i n
2
4
-
i
n
12-in
1 8 -i n
1 2 -i n
1 8 -i n
3 6 -i n
2
4-in
3 6 -i n
18-in
21-in
3 6 -i n
3 6 -i n
18-in
18-in 15-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
A1 A2 A3
C2
B1
C1
B3
C3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
B2
Page 7 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
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Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
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1 0 4 0
1 0 3 0
1 0 2 01010
9
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1030
1020
1 0 0 0
9
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1 0 0 0
9 9 0
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1 0 1 0
1 0 0 0
9 9 0
980
970960
1 0 3 0
1020
1 0 3 0
1 0 2 0
1 0 3 0
1 0 2 0
1 0 1 0
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1 0 0 0
9 9 0
9 8 097 0
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1
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1 0 4 0
1040
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La
O L D
C R Y S T A L
B A Y
R D
N
SilverView D r
WAYZATA BLVD W
C o b b l e s t o ne Ct
WoodDuckTrl
B
ri
dgewater
Dr
GLENDALE DR
L i l l i a n Ln
G o l d e n r o d W a y
S A N D H
I
L
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D R
W e s t Farm Rd
KELLEY PKWY
Woodhaven Dr
B R O W N R D N
W
illo
w ViewDr
B
o u l d e r D r
S
a
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DICKEYLAKEDR
Sugarwood Dr
W I L L O W D R N
LL-P01
LL-P02
LL-P06
LL-P16
LL-P19
LL-P27
LL-P28
TL-P08TL-P51
1 8 -i n
1
2-in
1 2 -i n
12-in
1 5 -i n
1 8 -i n
3
6
-
i
n
1 2 -i n
48-in
1 8 -i n
15-in
1 5 .9 6 -i n
15-in
1 5 -i n
12-in
24-in
18-in
1 5 -i n
42-in
12-in
Q
10
0
=
3
cfs
Q 1 0 0 =6
c f s
Q 1 0 0 =1 2
c f s
Q10 0 =20cfs
Q 1 0 0 =1 8c f s
Q 1 0 0 =8 2 c f s
Q100=105cfs
Q
100
=12
cfs
Q 1 0 0 =4 3 c f s
Q100=16cfs
Q 1 0 0 =2
c f s
Q100=67cfs
Q
1
0
0
=
3
8
c
f
s
Q 1 0 0 =26cfs
Q 1 0 0 =2 6
c f s
Q 1 0 0 =1 1 c f s
Q 1 0 0 =1 0
c f s
Q 1 0 0 =2 0
c f s
Q 1 0 0 =1 6cfs
Q 1 0 0 =4
c f s
Q 10 0 =23 cfs
Q 1 0 0 =1 3 6 c f sQ100=1 cfs
Q100=35cfs
Q 1 0 0 =2 2 c f s
Q 1 0 0 =7 c f s
Q 1 0 0 =1 1 5 c f s
Q100=190 cfsQ100=41 cfs
Q 1 0 0 =9 c f s
Q
1
0
0
=
9
0
c
f
s
Q 1 0 0 =3 7 c f s
Q 1 0 0 =2 0
c f s
Q 1 0 0 =1 3 2 c f s
Q
100=106 cfs
Q100=13cfs
Q100=153 cfs
Q 1 0 0 =5 7
c f s
Q100=114 cfs
Q
10
0
=
87 cfsQ100=25 cfs
Q10 0 =27 cfs
Q
1
0
0
=
5
c
f
s
Q100=22 cfs
Q 1 0 0 =6 3cfs
Q
1
0
0
=
4
c
f
s
Q 1 0 0 =4 1 8 c f s
Q
1
0
0
=
1
4
6
cfs
Q
1
0
0
=
4
c
f
s
Q100=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
Q 1 0 0 =9 6 c f s
Q 1 0 0 =1 7 5 c f s
Q 1 0 0 =2 3 0 c f s
Q
1
0
0
=
4
5
7
c
f
s
Q 1 0 0 =1 1 8 c f s
Q
100
=73 cfs
Q100=36 cfs
Q100=59 cfs
Q100=218 cfs
Q 1 0 0 =5 4 c f s
Q100=15 cfs
Q100=15cfs
Q o v e r =2 6
c f s
Q
o
v
e
r
=
6
c
f
s
Qover=11 cfs
Qover=11cfs
Q o v e r =3 2
c f s
Qov er=7 cf s
Qover=62cfs
Q
o
v
er
=
1
1 cfs
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-1 542.2 A c
LL-0 567.5 Ac
LL-P21103.6 Ac
LL -2 7 03.6 A c
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 -2 3 61.8 A c
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-0143.2 Ac
LL-1803.7 Ac
LL-1 711.6 A c
LL-P167.1 Ac
LL-10113.5 Ac
LL-0577.1 AcLL-0534.9 Ac
LL-1225.0 Ac
LL-1252.6 Ac
LL -11 92.1 A c
LL-1133.0 Ac
LL-1105.9 Ac
LL-0927.0 Ac
LL-1025.7 Ac
SB-32123.4 Ac
LL-P3120.8 A c
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 -3 1 56.5 A c
LC-034206.6 Ac
LC -0 11184.0 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 -1 7 12.9 A c
TL-1792.6 Ac
TL-18 00.9 Ac
TL-2984.7 Ac
TL-1831.9 Ac TL -1 8 41.3 A c
TL-1923.7 Ac
TL-1 786.4 A c TL-P0995.8 AcFR-08817.6 Ac
PC-11731.3 Ac
LL-0692.1 Ac
LL-0701.4 Ac
LL-0433.6 Ac
LL-1763.3 Ac
LL -1 7 21.5 A c
FR-0831.9 Ac
D i c k e y 'sLake
Q
o
v
er
=
8
1 cfs
Q o v e r =4 6 c f s
Qover=27 cfs
Q o v e r =1 1 c f s
Q o v e r =5 4 c f s
Q o v e r =5 3 c f s
Q o v e r =3 7 c f s
Q o v e r =2 c f s
Q
o
v
er
=
9
4
cfs
Q o v e r =1 1 c f s
Qover=88 cfs
Q o v e r =2 9 c f s
Qover=19 cfs
Q o v e r =1 3 1 c f s
Qover=163 cfs
Qover=29 cfs
Qover=36 cfs
Qover=14 cfs
Q o v e r =5 1 c f s
Q o v e r =2 3 c f s
Qover=50 cfs Qover=88 cfs
Qover=22 cfs
Q o v e r =1 5 c f s
Q o v e r =9 c f s
Qover=13 cfs
1 5 -i n
1 2 -i n
12-in
12-in
30-in
15-in
2 4 -i n
1 2 -i n
3
0-in12-in
15-in
12-in
3 0 -i n
1 8 -i n
1 5 -i n
1 2 -i n
18-in
12-in
1 2 -i n
18-in
21.96-in
1 2 -i n
3 0 -i n
3 6 -i n
27-in
1 5 .9 6 -i n
1 2 -i n
1 8 -i n
18-in
1 2 -i n
1 2 -i n
1 8 -i n
1 2 -i n
1
2-in
18-in
1 5 -i n
12-in
2 7 -i n
12-in
24-in
1 5 -i n
1 2 -i n
1 5 -i n
24-in
2 4 -i n
1 2 -i n
3 6 -i n
1 5 -i n
12-in
12-in
1 2 -i n
30-in
1 2 -i n
15-in
7 2 -i n
1 8 -i n
30-in
1 2 -i n
12-in
1 8 -i n
12-in
2 7 -i n
3 6 -i n
1 8 -i n
30-in
3 6 -i n
1 5 -i n
48-in
15-in
3 0 -i n
18-in
3 6 -i n
1 2 -i n
48-in
1
2
-
i
n
3 6 -i n
12-in
12-in
30-in
1 8 -i n
48-in
12-in
1 8 -i n
18-in
1
8
-
i
n
2 4 -i n
18-in
30-in
60-in
1 2 -i n
30-in
1 8 -i n
3 0 -i n
4 2 -i n
24-in
48-in
1
8
-
i
n
24-in
1 2 -i n
1 5 -i n
5 4 -i n
1 5 -i n
12-in
6 0 -i n
1 2 -i n
42-in
1 2 -i n
54-in15-in
36-in
18-in 24-in21-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
A2 A3 A4
C3
B2
C2
B4
C4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
G1 G2 G3 G4
)n
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GsWX
GoWX
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Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
R
R
R
R
R
"/"/"/"/
"/
"/
%9
%9
%9
%9
%9
%9%9 %9 %9%9%9
%9
%9
%9
%9
%9
%9
%9%9
%9 %9
%9
%9
%9
%9
%9
%9
%9
)n
1010
990
970
960
1
0
1
0
10
0
0
9
9
0
9
8
0
9
6
0
100
09
9
09
8
0
9
7
0
9
6
0950
1010
1000
9 9 0
9 8 0
1 0 1 01000
990
960
1000
980
960
970
950
9 8 0
9 6 0
9
9
0
9 8 0
9
5
0
990980
990
970
9 8 0
9 7 0
980
9 7 0
970
960
990
980
9 7 0960
9 7 0960
9 7 0950
1
0
1
0
1 0 0 0 970
960
9 7 0
9 6 0
9 7 0
960
9 6 0
9 5 0
9 5 0
1020
950
980
9
7
0
9 5 0
1010
1 0 0 0
1000
99
0
9 7 0
9 6 0
9
5
0
950
960
1 0 2 0
1
0
0
0
1 0 0 0
990
1000
1 0 0 0
1 0 0 0
1000
1000
9 9 0
9
9
0
9 9 0
9 9 0
9
8
0
990
9
8
0
9 8 0
9 8 0
970
9 8 0
9 8 0980
980
9 7 0
970
970 9 7 0 9 7 0
9 7 0
970
960
960
950
9 5 0
950
950
950
950
9
5
0
9 9 0
970
960
950
9 5 0
W
A
Y
Z
A
T
A
B
L
V
D
W
D A KOTAAVE
WestFarm R d
O L D LONG LAKE RD
BROWNRDN
SPRINGHILL RD
USHWYNO12
LongLakeBlvd
E A S T L O N
G L A K E R D
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
Q 1 0 0 =2 8 8
c f s
Q100=16 cfs
Q
1
0
0
=
2
6
c
f
s
Q 1 0 0 =4 5
c f s
Q100=16 cfs
Q100=227 cfs
Q
1
0
0
=
5
c
f
s
Q
1
0
0
=
1 cfs
Q100=17 cfs
Q100=150 cfs
Q
1
0
0
=
1
4
6
cf
s
Q 1 0 0 =5 6
c f s
Q100=15cfs
Q 1 0 0 =5 5 c f s
Q 1 0 0 =1 8 c f s
Q100=225 cfs
Q
1
0
0
=
3
7
c
f
s
Q 1 0 0 =1 4 1 c f s
Q 1 0 0 =5 3 c f s
Q100=6 cfs
Q10 0 =22 5 c fs
Q 1 0 0 =4 1 8 c f s
Q 1 0 0 =9 5 c f s
Q
100=270 cfs
Q
100=232 cfs
Q100=376 cfs
Q 1 0 0 =4 1 c f s
Qover=31cfs
Qover=18cfs
LL-P20488.7 Ac
LL-19968.4 Ac
LL-P5061.5 A c
LL-P4939.4 Ac
LL-P5124.7 Ac
TL-P0545.3 Ac
SB-32123.4 Ac
LL-P3120.8 Ac
LL-P057.8 A c
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 A cLL-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-30 63.5 AcTL-P1717.8 Ac
TL-21215.8 AcTL-P1810.9 Ac
TL-P018.3 Ac
TL-P11115.6 Ac
L o n g L a k e
Q o v e r =2 9 c f s
Qover=66 cfs
Q o v e r =3 8 c f s
Q o v e r =3 0 c f s Qover=22 cfs
24-in
1 5 -i n
2
4
-
i
n
24-in
1 5 -i n
48-in
2 4 -i n
1 5 -i n 48-in
2 4 -i n 4 8 -i n
7
2
-
i
n
24-in24-i n
60-in
3 6 -i n
3 6 -i n
2 7 -i n
3 6 -i n
2 7 -i n
2 4 -i n
7 2 -i n
2 9 .0 4 -i n
27-in
15-in
24-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
A3 A4 A5
C4
B3
C3
B5
C5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
F1 F2 F3 F4
G1 G2 G3 G4
)n
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GsWX
GoWX
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Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
"/"/
"/"/
"/
"/"/
"/"/
"/
"/
"/
"/
"/"/
"/
"/
"/
"/
"/"/"/
"/
"/"/"/"/
"/"/
"/
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
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!5
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1040
1030102010101000990980970
1 0 0 0
9 9 098 0
9 7 01020
1 0 1 0
1020
990
980
9
7
0 1000
960
950
1040
102010101000990
1 0 0 0
9 9 0
1
0
1
0
1
0
0
0990
980
1 0 0 0990980
10501040
1050
1040
1 0 1 0
1 0 0 0
990980
9 9 09
8
0
1 0 6 01050
1 0 2 01010
1 0 1 0
1 0 0 0
1
0
0
0
9
9
0
990
980
9
8
0
9
7
0
9 9 0
9 7 0
980
970
970
960
9
8
0
9 7 0
9 8 0
9 7 0
9 6 0
1 0 3 01
0
2
0
1010
1000
1 0 0 0990
9 8 09
7
0
980
970
980
970980
970
9 8 0970
9
8
0
9
7
0
1 0 3 0
1040
960
1 0 1 0
1 0 5 0
1 0 3 0
1 0 2 0
1 0 1 0
1
0
6
0
9 9 0
9 9 0
1000 9 8 0
9 8 0
9 8 0
970
960960
9 6 0
9 8 0
1 0 3 0
1 0 3 0
1 0 4 0
1040
1
0
4
0
1030
1 0 3 0
1020
1 0 2 0
1020
10
1
0
1010
1 0 1 0
1 0 1 0
1 0 1 0
1010
1 0 1 0
9 9 0
1
0
0
0
1 0 0 0
1000
1 0 0 0
1
0
0
0
9 8 0
9 9 0
9 9 0
990
990
9 9 0
980
9 8 0
980
980
9 7 0
9 8 0
980
970
9 8 0
9 8 0
9 8 0
9
7
0
9 7 0
9
7
0
960
970
9 7 0
9 6 0
970
9 6 0
9 6 0
9 6 0
960
950
970
9 7 0
960
R u a n n R d
SIXTHAVEN
L U C E L I N E TR
E A S T L O N G L A K E R D
Hollander Rd
OLDLONGLAKERD
SPRING H I L L R D
F E R N D A L E R D N
W a k e f i e l d R d
CH E V Y C H A S E D
R
HA-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
LL-P60
MO-P05
PL-P03
PL-P04
PL-P05
PL-P08
PL-P09
PL-P65
24-in
1 2 -in
12-in
12-in
12-in
1
2
-
i
n
1 2 -in
24-in
1
2
-i
n
24-in
1 5 -i n
1 2 -i n
2 4 -i n
1
2
-
i
n
Q 1 0 0 =3
c f s
Q100=2cfs
Q
1
0
0
=
1
2
cfs
Q 1 0 0 =8 0 c f s
Q 1 0 0 =1 8 c f s
Q 1 0 0 =5 7
c f s
Q 1 0 0 =8 3 c f s
Q100=24 cfs
Q
1
0
0
=
5
4
cfs
Q 1 0 0 =4 2 c f s
Q
1
0
0
=
1
7
c
f
s
Q 1 0 0 =5 5 c f s
Q 1 0 0 =9 5 c f s
Q 1 0 0 =7 9 c f s
Q100=92 cfs
Q100=32 cfs
Q 1 0 0 =1 0 c f s
Q100=12 cfs
Q
1
0
0
=
1
0
5
c
f
s
Q100=64 cfs
Q100=60 cfs
Q 1 0 0 =2 6 c f s
Q100=12 cfs
Q100=6 cfs
Q100=1 cfs
Q100=159 cfs
Q
1
0
0
=
5
4
c
f
s
Q 1 0 0 =6 1 c f s
Q
1
0
0
=
1
0
8
cfs
Q100=15 cfs
Q100=100 cfs
Qover=4 cfs
Q o v e r =2 c f s
Q o v e r =1 3 c f s
Q o v e r =2 0 c f s
VOID415.1 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 A c
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
MO-0120.9 Ac
H A -0 0 20.8 A c
LL-P5311.5 Ac
H a d l e yLake
L o n gLake
L y d i a r dLake
Q o v e r =5 9 c f s
Qover=56 cfs
Qover=31 cfs
Q o v e r =2 5 c f s
Q
o
v
e
r
=
3
6
c
f
s
12-in
12-in
12-in
1 2 -i n
12-in
2 4 -i n
12-in
1 2 -i n
2 4 -i n
1
8
-
i
n
12-in
1 2 -i n
1 2 -i n
1
2-in
12-in
12-in
60-in
12-in
1 2 -in24-in
36-in
1 2 -i n
2 4 -i n
4
8
-in
12-in
1 2 -i n
2 4 -i n
2 4 -i n
1
2
-
i
n
24-in
12-in
2
4
-
i
n
2 4 -i n
1
2
-
i
n
1 5 -i n
2 4 -i n
1 8 -i n
2 4 -i n
2 4 -i n
2 4 -i n
2 4 -i n
1 8 -i n
36-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
A4 A5
C5
B4
C4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
G1 G2 G3 G4
)n
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GsWX
GoWX
GsWX
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?ØA@
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Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
"/"/
"/
"/
"/
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"/
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%9
%9
%9 %9
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%9
%9
%9 %9
%9 %9 %9
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%9 %9%9
%9
%9
%9
%9
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%9
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%9%9
%9
%9%9%9%9
%9%9
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%9%9
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%9%9
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%9 %9
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%9 %9
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%9 %9
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%9
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%9%9
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GsWX
1 0 3 0
1 0 2 0 1
0
1
0
1
0
0
0
9
9
0 9 8 0
9
6
0
9
5
0
9
4
0
9
7
0
9
6
0
9
5
0
9
8
0
9 7 0
9 6 0
9 4 0
9709
6
0
9
3
0
980
95 0
9 4 0
1
0
1
0
1
0
0
0
9
9
0
1
0
2
0
1
0
1
0
9
9
0
9 9 0
9 8 0
9 7 0
1
0
0
0
99
0
1
0
4
0
1
0
3
0
1
0
2
0
1 0 2 0
1 0 0 0
9 8 0
9 7 0
1000
9 8 0
9 9 0980
1 0 0 0
990
970
960
9 7 0
9 6 0 9
5
0
1 0 4 0
1 0 3 01000
990
1
0
1
0
1
0
0
0
9
9
0
980
970
9 7 0
9 6 0
9
6
0
950
950
940
9 4 0
9
3
0
9
5
0
9
4
0
950
940
9 9 0
9 8 0
980
970
9 4 0
9 3 0
1
0
4
0
9
7
0
9 9 0
950
9
4
0
9
7
0
930
1000
9
6
0
9
4
0
980 9 9 0
990
1 0 0 0
9
7
0
9
7
0
960
1 0 2 0
1010
9
8
0
980
960
1
0
4
0
1 0 3 0
1 0 4 0
1 0 4 0
1 0 3 0
1 0 3 0
1
0
3
0
1 0 3 0
1 0 3 0
1 0 1 0
1020
1 0 2 0
1 0 1 0
1 0 1 0
9 9 0
1000
1 0 0 0
1
0
0
0
1 0 0 0
1000
9
9
0
9 8 0
9
8
0
9
7
0
980
980
970
9 7 0
9
7
0
9
7
0
970
9 6 0
960
9 6 0
9
5
0
950
9 5 0
940
9 3 0
930
9 3 0
9
3
0
930
930
9 3 0
930
930
C r i s t o f o r i C i r
S t A n d r ewsSt
BAYSIDE
RD
W e s t l a k e S t
LUCELINETR
B
a
y
s
i
d
e
T
rl
M C C U L L E Y
R D
C O R D N O 1 9
NORTH ARM DR W
N
O
RTH
A
R
M
D
R
T O N K A W A
R D
P
A
R
K
L
A
L u c e L i n e R i d g e
A u g u s t a S t
L
a
keviewPkwy
FL-P01
FL-P02
FL-P04
NA-P02
NA-P05
NA-P07
SB-P06
SB-P07
SB-P09
SB-P20
2 4 -i n
1 5 -i n
1 8 -i n
3 6 -i n
1 2 -i n
1 2 -i n
24-in
12-in
Q
1
0
0
=
8
c
f
s
Q 1 0 0 =2 9
c f s
Q100=8cfs
Q100=110 cfs
Q10 0 =23cfs
Q100=9 cfs
Q100=47cfs
Q 1 0
0
=1 1 c f s
Q 1 0 0 =5 2
c f s
Q 1 0 0 =3 8 c f s
Q 1 0 0 =7 7 c f s
Q100=36 cfs
Q100=69
cfs
Q
1
0
0
=
2
7
c
f
s
Q 1 0 0 =20 4cfs
Q 1 0 0 =9 c f s
Q100=55 cfs
Q
1
0
0
=
2
4
cfs
Q 1 0 0 =3 8 c f s
Q100=65cfs
Q 1 0 0 =4 0 c f s
Q
1
0
0
=
1
2
7
c
f
s
Q 1 0 0 =1 5
c f s
Q 1 0 0 =5 c f s
Q
1
0
0
=
1
2
4
c
f
s
Q100=53 cfs
Q
100=15 cfs
Q100=95 cfs
Q 1 0 0 =2 9
c f s
Q100=39cfs
Q 1 0 0 =3 6 c f s
Q 1 0 0 =7 1 c f s
Q 1 0 0 =3 2 c f s
Q100=105 cfs
Q 1 0 0 =4 2 c f s
Q
1
0
0
=
1
6
7 cfs
Q100=136 cfs
Q 1 0 0 =7 4 c f s
Q 1 0 0 =2 2 1 c f s
Q 1 0 0 =5 c f s
Q 1 0 0 =3 c f s
Q 1 0 0 =9 0 0 c f s
Q 1 0 0 =1 4 6 c f s
Q 1 0 0 =5 c f s
Q100=29 cfs
Q100=232 cfs
Q100=4 cfs
Q 1 0 0 =6 c f s
Q
10
0
=
29 cfs
Q 1 0 0 =5 9 0 c f s
Q100=285 cfs
Q o v e r =2 7 c f s
Qover=4 cfs
SB-075279.8 Ac
SB-P203.9 AcSB-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
N A -0 7 31.0 A c
NA -P 012.2 A c
S t u b b sBay
N o r t h A r m
Q o v e r =9 c f s
Q
o
v
e
r
=
5
c
f
s
Q o v e r =3 c f s
Q
o
v
e
r
=
7
c
f
s
Q o v e r =1 3 c f s
Q o v e r =3 0 c f s
Qover=1 cfs
Q o v e r =9 4 c f s
Q o v e r =1 1 6 c f s
Qover=19 cfs
Q
o
v
e
r
=
2
8
cfs
Qover=24 cfs
Q o v e r =3 0 c f s
Qover=73 cfs
Q ov er=54 cfs
Qover=44 cfs
Qover=26 cfs
Qover=64 cfs
Q o v e r =3 4 c f s
Q o v e r =5 8 c f s
Qover=29 cfs
Qover=44 cfs
Qover=11 cfs
Q
o
v
e
r
=
8
5
c
f
s
Q o v e r =3 5 c f s
1
5
-
i
n
1 8 -i n
1 2 -i n
1
5
-
i
n
12-in
2 4 -i n
1 5 -i n
12-in
1 5 -i n
15-in
3 0 -i n
1 8 -i n
15-in
15-in
2 4 -i n
1 8 -i n
12-in
1
2
-i
n
12-in
2 4 -i n
1
2
-in
1 2 -i n
24-in
24-in
1
8-in
1 5 -i n
18-in
24-in
18-in
18-in
1 5 -i n
1 8 -i n
1 8 -i n
24-in
15-in
2 4 -i n 2 4 -i n24-in
24-in
1 8 -i n
24-in
6 -i n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B1 B2
D1
C2
D2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
F1 F2 F3 F4
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
GeWXGeWX
?ØA@
?«A@
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Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
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RR
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1050
1040
1030
1020
1 0 1 0
1 0 0 0
9 9 0
960
950
940
1 0 4 01030102010101000
1 0 2 0
1 0 1 0
1 0 0 0
9 9 0
1 0 0 0
9
9
0
1010
980
990
980
9 7 0
9
5
0
94
0
930
9 4 0
9 3 0
1
0
1
01000
980
970
9
8
0
9
7
0
9
6
0
9
5
0
9 6 095 0
9 5 0
9 4 0
950
940
1 0 2 0
1 0 1 0
1 0 0 0
9 9 0
1 0 0 0
9 9 0
980
9 7 0
980
970
9
6
0
9 5 0
980
970
9 9 0
9 8 0
9 7 0
9
6
0
9
4
0
9
9
0
970
9 6 0
1 0 2 0
1
0
1
0
1000
1 0 0 0
1 0 0 0
9 9 0
9 9 0
990 9 9 0
990
9
9
0
9
9
0
980
970
9 7 0
9 8 0
9 8 0
9 8 0
9 8 0
9 8 0
980
9 8 0
9
7
0
970
960
9 6 0960
960
9
6
0
9 5 0 9 3 0
940
930
930
9
3
0
990
9 7 0
BAYSIDE RD
EILEEN ST
W e a r L a
Eastlake St
S u s s e x L a
Lillian L n
B E D E R W O
O
D
D
R
Fox St
RidgewoodCir
Somerset La
Christine Dr
T O N K A
A V E
K
i
n
t
y
r
e
L
a
W E A R
L A
N
C R E S T V I E W A V E
H IGHLA
C
r
y
s t a l
C r e e k R d
WATERTOWNRD
S T U B B S
B A Y
R D
S
LUCE LINE TR
C Y G N E T
P L
Sussex Rd
O x f o r d
R
d
G
r
a
h
a
m
H
illRd
L E A F S T
FR-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-P10
SB-P12
SB-P13
SB-P14SB-P15
SB-P17
SB-P19
1 5 -i n
1 2 -i n
1 2 -i n
1 5 -i n
1
2
-in
2 4 -i n
Q 1 0 0 =4 3cfs
Q100=14 cfs
Q 1 0 0 =2 2
c f s
Q 1 0 0 =7 6
c f s
Q 1 0 0 =1 0 2 c f s
Q100=67 cfs
Q100=154cfs
Q 1 0 0 =2 3 8
c f s
Q 1 0 0 =9cfs
Q10 0 =15 cf s
Q 1 0 0 =1 1
c f s
Q
100=4
cfs
Q 1 0 0 =1 6 1 c f s
Q100=882 cfs
Q100=81cfs
Q 1 0 0 =2 2
c f s
Q 1 0 0 =5 6
c f s
Q100=6 cfs
Q 1 0 0 =2 4cfs
Q100=14 cfs
Q100=40cfs
Q
100=171 cfs
Q 1 0 0 =8 5 c f s
Q 1 0 0 =8 5 c f s
Q100=4 cfs
Q100=29 cfs
Q 1 0 0 =8
c f s
Q 1 0 0 =3 7 c f s
Q100=49 cfs
Q 1 0 0 =1 3 c f s
Q100=51 cfs
Q 1 0 0 =2 6 5
c f s
Q
1
0
0
=
3
3
c
f
s
Q 1 0 0 =1 8 8 c f s
Q 1 0 0 =2 9 c f s
Q 1 0 0 =2 2 1
c f s
Q 1 0 0 =3 3 c f s
Q 1 0 0 =7 3 c f s
Q 1 0 0 =4 6 c f s
Q 1 0 0 =3 5 c f s
Q 1 0 0 =7 0 c f s
Q 1 0 0 =4 7 8 c f s
Q 1 0 0 =3 9 7 c f s
Q 1 0 0 =6 1 c f s
Q
1
0
0
=
1
4
c
f
s
Q 1 0 0 =9 c f s
Q 1 0 0 =1 0 c f s
Q
1
0
0
=
1
5
c
f
s
Q100=19 cfs
Q100=11cfs
Q
1
0
0
=
1
7
2
c
f
s
Q 1 0 0 =1 8 2 c f s
Q
1
0
0
=
1
7
4
c
f
s
Q 1 0 0 =1 6 7 c f s
Q100=204 cfs
Q100=79 cfs
Q 1 0 0 =3 3 c f s
Q10 0 =12 2 c fs
Q100=77 cfs
Q 1 0 0 =4 7 c f s
Q o v e r =1 6 c f s
Q
o
v
e
r
=
1
0
c
f
s
Qover=41cfs
Q o v e r =1 0
c f s
Qover=5 cfs
Q o v e r =1 9 c f s
Q
o
v
e
r
=
2
8
cfs
Q
over=54 cfs
Qover=75cfs
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-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-P278.9 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 -1 0 63.1 Ac
FR-P199.4 Ac
FR -P 3 05.0 A c
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 Ac
SB-020157.3 Ac
SB-0397.3 Ac SB-0411.6 Ac
SB-0442.4 Ac
SB-0 351.0 Ac
SB-0646.6 Ac
SB-P158.6 Ac
SB-P1410.3 Ac
MB-P018.9 Ac
MB-P029.4 Ac
SB -0 671.2 Ac
SB-0693.5 Ac
SB-1044.6 Ac
SB-0 971.6 Ac
SB-0823.8 Ac
M i l l sPond
S t u b b s B a y
Q
o
v
e
r
=
1
2
c
f
s
Q
o
v
e
r
=
2
5
c
f
s
Q o v e r =35 cf s
Q o v e r =7 6 c f s
Q o v e r =2 6 c f s
Q o v e r =2 7 c f s
Qover=58 cfs
Q o v e r =8 7 c f s
Qover=107 cfs
Q o v e r =1 4 c f s
Q o v e r =7 0 c f s
Q o v e r =7 8 c f s
Q o v e r =1 9 c f s
Qover=21 cfs
Q o v e r =5 1 c f s
Q o v e r =5 4 c f s
Q o v e r =1 3 c f s
Qover=43 cfs
Q
o
v
e
r
=
5
8
c
f
s
Q o v e r =1 1 5 c f s
Q o v e r =8 c f s
Qover=55 cfs
Q o v e r =7 4 c f s
Q o v e r =6 5 c f s
Q o v e r =4 c f s
Q o v e r =1 5 9 c f s
Q o v e r =5 3 c f s
Q o v e r =5 c f s
Q o v e r =1 8 0 c f s
Q o v e r =
2 3 c f s
Q
o
v
e
r
=
5
3
c
f
s
Qover=64 cfs
Qover=94 cfs
Q o v e r =3 2 c f s
Q o v e r =2 0 c f s
Q o v e r =3 2 c f s
Q
over=79 cfs
1
8
-
i
n
1
8
-
i
n
12-in
1 2 -in
1 2 -i n
2 4 -i n
1 2 -i n
1
8
-in
1 5 -i n
1 5 -i n
1 2 -i n
1 2 -i n
12-in
12-in
1 2 -i n
1 2 -i n
12-in
4 8 -i n
21-in
1 2 -i n
2 4 -i n
1 2 -i n
18-in
1 2 -i n
1 5 -i n
12-in
15-in
1 5 -i n
12-in
1
2
-
i
n
1 5 -i n
1 2 -i n
12-in48-i n 12-in
1 5 -i n
1 8 -i n
1 2 -i n
1 2 -i n
1 8 -i n
1
5-in
36-in
3 6 -i n
1
5
-
i
n
18-in
24-in
1 2 -i n
12-in
1 5 -i n
2 4 -i n
1 5 -i n
1 5 -i n
2 4 -i n
36-in
1 5 -i n
15-in
12-in
4 8 -i n
4 8 -i n
12-in
18-in
15-in4
8
-
i
n
1 8 -i n
1 5 -i n
12-in
12-in
2 4 -i n
15-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B1 B2 B3
D2
C1
D1
C3
D3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
G1 G2 G3 G4
)n
)n
GsWX
GoWX
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Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
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!5
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1 0 2 0
9 9 0
9 8 0
970
9 6 0
950
9 4 0
1010
1000
990980970
9
7
0
9
6
0
9
5
0
950
940
9 9 0
9
8
0
9
7
0
101
0
1000
1 0 0 0
9 9 0
9 8 0
9 7 0
9
7
0
9
6
0
9
7
0960
9
5
0
970
960
9
5
0
9
4
0
960
950
9
5
0 9 4 0 9 3 0
9 5 0
9 4 0
1020
10 1 0
1 0 1 0
1 0 0 0
1 0 1 0
1 0 0 0
9 8 0
9 7 0
950
940
9 5 0
9 4 0
9 4 0
9 3 0
9
4
0
9
3
0
9 4 0930
9 4 0
9
3
0
1040
1
0
3
0
990
990
9 7 0
9 6 0
9 6 0
970
9 5 0
9
6
0
9
4
0
96
0
930
9 5 0
1 0 3 0
1 0 3 0
1030 1030
1
0
3
0
1 0 1 0
1
0
1
0
1 0 1 0
1 0 0 0
990
1 0 0 0
1000
990
9 9 0
9
9
0
980
9 9 0
9 9 0
9 8 0
9 9 0
980980
9 8 0
98
0
9 8 0
9 8 0
9 8 0
9 8 0
980
9 7 0
9 8 0
9 6 0
9 7 0
9
7
0
970
9 7 0
970
9 7 0
9 7 0
9 7 0
9 6 0
9 6 0
9
6
0
9 6 0
960
960
9 6 0
960
9 6 0
9 4 0
95 0
9
5
0
9
5
0
9 5 0
9 4 0
9 4 0
9
4
0
9 4 0
9 3 0
9 3 0
9
3
0
9 3 0 9
3
0
9 3 0
1 0 3 0
9 9 0
950
930
B R O W N R D S
Oliv e r H i l l
WATERTOWN RD
Countryside Dr
L U C E L I N E T R
D e e r R u n T r
L i l l i a n Ln
DeerRunTr E
S o m e r s e t L a
L o n g v i e w C i r
T r u f f u l a T r
Colin DrDevin La
W I L L O W D R N
T horoughbred La
W h i t e O a k C i r
A b i n g d o n W a y
W I L L O
W
D R
S
O L D
C R Y S T A L
B A Y
R D
S
G o l d e n V i e w D r
FR-P02
FR-P03
FR-P04 FR-P05
FR-P06
FR-P07
FR-P08
FR-P09
FR-P10
FR-P19
FR-P23
FR-P26
FR-P27
FR-P28
FR-P29FR-P30
FR-P32
FR-P33
FR-P34
FR-P35
FR-P36
TL-P02
TL-P06
TL-P08
TL-P09 TL-P10
TL-P19
TL-P21
TL-P51
2 4 -i n
2
4
-i
n
1 5 -i n
1 5 -i n
1 5 -i n15-in
24-in 18-in
1 8 -i n
Q100=145cfs
Q 1 0 0 =1 9 c f s
Q10 0 =9cfs
Q
1
0
0
=
3
3
c
f
s
Q 1 0 0 =1 5
c f s
Q 1 0 0 =3 2 c f s
Q 1 0 0 =1 8c f s
Q100=26 cfs
Q 1 0 0 =5 5
c f s
Q 1 0 0 =1 8
c f s
Q
1
0
0
=
4
c
f
s
Q
1
0
0
=
3
4
cfs
Q100=14 cfs
Q
10
0
=
12
cfs
Q
1
0
0
=
1
3
cf
s
Q10 0 =23cfs
Q 1 0 0 =8 6 c f s
Q 1 0 0 =2 9 c f s
Q100=5cfs
Q 1 0 0 =7 7
c f s
Q100=33cfs
Q 1 0 0 =1 4 c f s
Q 1 0 0 =5 0
c f s
Q 1 0 0 =5 8
c f s
Q 1 0 0 =1 9
c f s
Q 1 0 0 =7 8 c f s
Q 1 0 0 =41 c f s
Q 1 0 0 =1 5
c f s
Q100=35cfs
Q 10 0 =17 cfs
Q
1
0
0
=
3
3
c
f
s
Q
1
0
0
=
4
6 cfs
Q100=248
cfs
Q100=36cfs Q100=90 cfs
Q 1 0 0 =1 8
c f s
Q 1 0 0 =4 7 c f s
Q 1 0 0 =1 3 c f s
Q 1 0 0 =4 2 c f s
Q
100=76
cfs
Q 1 0 0 =2 3 c f s
Q 1 0 0 =1 4 3
c f s
Q
1
0
0
=
8
6
c
f
s
Q100=6 cfs
Q100=154cfs
Q100=28 cfs
Q
1
0
0
=
1
1
5
c
f
s
Q 1 0 0 =2 6 c f s
Q
1
0
0
=
1
5
5
c
f
s
Q 1 0 0 =9 c f s
Q
1
0
0
=
1
5
1
c
f
s
Q 1 0 0 =4 c f s
Q 1 0 0 =7 2 c f s
Q 1 0 0 =1 5 7 c f s
Q100=115 cfs
Q 1 0 0 =2 1 4 c f s
Q 1 0 0 =8 2 c f s
Q 1 0 0 =5 c f s
Q100=141cfs
Q
1
0
0
=
1
7
4
c
f
s
Q 1 0 0 =1 1 0 c f s
Q 1 0 0 =2 4 1 c f s
Q 1 0 0 =1 3 9 c f s
Q
1
0
0
=
3
8
c
f
s
Q
1
0
0
=
1
9
c
f
s
Q 1 0 0 =5 9 c f s
Q100=25 cfs
Q 1 0 0 =8 1 c f s
Q
1
0
0
=
2
1 cfs
Q
1
0
0
=
2
8
0
c
f
s
Q 1 0 0 =8 1 c f s
Q 10 0 =8 c fs
Q 1 0 0 =1 6 5 c f s
Q100=89 cfs
Q
1
0
0
=
2
3
3
c
f
s
Q
o
v
e
r
=
6
c
f
s
Qover=41cfs
Qover=13 cfs
Q o v e r =2 7 c f s
Q o v e r =6 2 c f s
Q
o
v
e
r
=
6
2
c
f
s
Q o v e r =5 5
c f s
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 Ac
LC-0843.3 Ac
LC-0363.0 Ac
TL-3013.6 Ac
TL-P5111.4 AcTL-1699.6 Ac
TL-1951.9 Ac
TL-1872.5 Ac
TL -1 7 12.9 A cTL-1792.6 Ac TL-2984.7 Ac
TL-3005.0 Ac
TL -1 9 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-P 1261.1 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 -1 8 51.6 A c
TL-2182.1 Ac
FR-P25121.5 Ac
FR-0855.8 Ac
FR-P278.9 Ac
FR-08817.6 Ac
FR -11 81.9 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-02 71.2 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 Ac
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
Q o v e r =2 5 c f s
Q o v e r =8 0 c f s
Qover=13 cfs
Q o v e r =2 c f s
Q
o
v
e
r
=
3
8
c
f
s
Q
o
v
e
r
=
1
0
c
f
s
Q o v e r =1 c f s
Q o v e r =7 6 c f s
Q
o
v
e
r
=
2
0
c
f
s
Q o v e r =6 1 c f s
Q o v e r =8 0 c f s
Q o v e r =9 4 c f s
Q o v e r =6 2 c f s
Q o v e r =4 7 c f s
Q o v e r =3 2 c f s
Q o v e r =1 2 c f s
Q o v e r =1 3 c f s
Qover=152 cfs
Q
o
v
e
r
=
2
2
c
f
s
Q
over=
2
2 cfs
Q o v e r =7 9 c f s
Qover=67 cfs
Q o v e r =3 8 c f s
Qover=29 cfs
Qover=71 cfs
Qover=43 cfs
Qover=31 cfs
Q o v e r =4 c f s
Qover=153 cfs
Q o v e r =3 0 c f s
Q o v e r =1 5 c f s
12-in
1
8
-
i
n
12-in
12-in15-i n
1
5
-
i
n
2 1 -i n
1 5 -i n
1 2 -i n
1
2
-in
12-in
12-in
1 8 -i n
1 2 -i n
1 8 -i n
1 5 -i n
1 8 -i n
1
5
-i
n
1
5
-
i
n
2 4 -i n
12-in
1 5 -i n
1 8 -i n
9.96-in
1 2 -i n
1 2 -i n
1 8 -i n
1 8 -i n
24-in
1 8 -i n
1 2 -i n
1 8 -i n
1 5 -i n
1 2 -i n
1 5 -i n
1 5 -i n
1 2 -i n
1
2
-
i
n
15-in
1
5-in
18-in
1 2 -i n
48-in
1
2
-in
2 4 -i n
18-in
14.04-in
2 4 -in
1
2
-
i
n
3
6-in
24-in
24-in
1 5 -i n
42-in
3
6
-
i
n
2
4
-
i
n
2 4 -i n
24-in
1
2
-
i
n
1
8
-
i
n
1 8 -i n
1 2 -i n
24-in
18-in
1
5
-i
n
12-in
15-in
1 5 -i n
36-in
8.004-in
2 4 -i n
1 2 -i n
6 0 -i n
1 8 -i n
1 2 -i n
2 4 -i n
15-in
1 2 -i n
1 5 -i n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B2 B3 B4
D3
C2
D2
C4
D4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
E1 E2 E3 E4
F1 F2 F3 F4
G1 G2 G3 G4
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GsWX
GoWX
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Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
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1 0 1 0
1 0 0 0
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980
970
960
980970
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9 9 0
9 4 0
9 9 0
9 7 09 6 095 0
1 0 0 0
9 9 0
9 7 0960
990
9
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9 9 0
9 8 0
9 7 0
1000990980
1 0 1 0
1 0 0 0 9
9
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9
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0 9 7 0
9 8 097 0
9 8 0
9 7 0
9 8 0
9 6 0
9 7 0
9
6
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9
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9 8 0970960
9 7 0960950
9 7 0960
9
6
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950
960
9
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9 6 09 5 0
9 4 0
1 0 1 01
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9 9 0
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970
960
9 8 0970
980
970 970960
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9 7 0960
9
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960
9 5 0
9 5 0
9 4 0
950
940
9
6
0
9
5
0
1 0 0 0
9 9 0
990
980
990
980
990
9
8
0
9 7 0
9 6 0
9 7 0
9 6 0
9 7 0960
970
960
9 7 096 0
9 6 0
9 5 0
9 6 0
9 5 0
9
5
0
9
4
0
1040
9
6
0
1000 1 0 0 0
1 0 1 0
1000 9
5
0
970
9
5
0
9
8
0
9 7 0
9 8 0
9 7 0
9 9 0
970
9
7
0
9 6 0
9 7 0
9 6 0
9 6 0
9 5 0
96
0
950
1 0 1 0
1 0 0 0
990
9 9 0
9 9 0
9
9
0
9 9 0
990
990
990
9 9 0
990
9
9
0
9 9 0
9
9
0
9 8 0
9 8 0
9 8 0
9 8 0
980980
9
8
0
9 8 0
970
9 8 0
9 8 0
9 8 0
9 8 0
9 8 0
980
9 8 0980
9 8 0
9 7 0
980
9 8 0
9 8 0
980
9 7 0
9 7 0
960
9
7
0
970
9
7
0
970
970
9 6 0
9 6 0
950
9 6 0
9 6 0
9 5 0
9
5
0
9 5 0
9 4 0
940
9 4 0 9 4 0
9 3 0
9 3 0
9 9 0
970
9 4 0
9 4 0
940940
940
L U C E L I N E T R
S h o r e l i n e D r
K E E
N E
A V E
EdgewoodHillsR d
USHWYNO12
L Y M A N A V E
DICKENSON ST
O r o n o O a k s D r
W o o d h i l l R dWOODHILLAVE
SMITHAVE
O R O N O O R C H A R D R D S
BB-P01
BB-P02
BB-P03
BB-P04
BB-P05
BB-P06BB-P07
BB-P08
BB-P09
BB-P10
BB-P11
BB-P12
BB-P13 BB-P17
TL-P04
TL-P11
TL-P12
TL-P13
TL-P14
TL-P15
TL-P16
TL-P17
TL-P18
TL-P31
TL-P32
TL-P33
TL-P34
TL-P35
TL-P36TL-P37
TL-P38
TL-P39
3 6 -i n
2 4 -i n
1 2 -i n
Q 1 0 0 =4
c f s
Q
1
0
0
=
2
4
c
fs
Q 1 0 0 =5 1
c f s
Q 1 0 0 =2
c f s
Q
1
0
0
=
1
c
f
s
Q 1 0 0 =1 2 c f s
Q 1 0 0 =2 0 c f s
Q 1 0 0 =1 c f s
Q100=132 cfs
Q 1 0 0 =7 c f s
Q100=14 cfs
Q 1 0 0 =3 6cfs
Q
1
0
0
=
3
0
c
f
s
Q100=7 cfsQ100=1 1 c f s
Q 1 0 0 =5 6
c f s
Q
10
0
=
18
4 cfs
Q100=139 cfs
Q 1 0 0 =1 5
c f s
Q100=5 cfs
Q 1 0 0 =3 5 c f s
Q100=15 cfs
Q
1
0
0
=
1
9
c
f
s
Q 1 0 0 =3 0 c f s
Q 1 0 0 =1 4 1 c f s
Q100=1 cfs
Q 1 0 0 =2 c f s
Q100=34 cfs
Q100=10 cfs
Q
1
0
0
=
9
c
fs
Q
1
0
0
=
1
3
2
c
f
s
Q100=160 cfs
Q 1 0 0 =9 c f s
Q 1 0 0 =8 5 c f s
Q
o
v
e
r
=
6
c
f
s
Q o v e r =2 c f sQ o v e r =4
c f s
Q o v e r =6 4 c f s
LL-19968.4 Ac
LL -P4 939.4 A cTL-P0545.3 Ac TL-P2037.7 Ac
TL-3063.5 Ac
TL-P3917.1 Ac
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 -P 0 416.7 A c
TL-P11115.6 Ac
TL-P376.7 Ac
TL-P3612.5 Ac
TL-P354.5 Ac
TL-P3416.8 Ac
TL-05617.3 Ac
TL-0607.7 Ac
TL-P3315.6 Ac
TL-25041.5 Ac
TL-P3124.2 Ac
TL-P3215.8 Ac
TL-P1261.1 AcTL-2197.2 Ac
TL-2166.7 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-2 022.5 A c
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
VOID8.7 Ac
BB-P0416.5 Ac
BB-0166.4 Ac
BB-0176.4 Ac
TL-0241.3 Ac
F e r n d a l e M a r s h
Qover=11 cfs
Q
o
v
e
r
=
9
c
f
s
Q o v e r =4 1 c f s
Q o v e r =5 5 c f s
Q o v e r =5 1 c f s
Q
o
v
e
r
=
2
7
c
f
s
1 5 -i n
2
4
-
i
n
2
4
-i
n
12-in
1 5 -i n
12-in
3
0
-in
1 8 -i n
1 8 -i n
12-in
1 2 -i n
2
4
-
i
n
1 2 -i n
1
2
-i
n
1 8 -i n
2
4
-
i
n
2 1 -i n
2
4
-
i
n
30-in
2
4
-in
1 2 -i n
1
2-in
4 8 -i n48 -i n
24-in
1 5 -i n
1 5 -i n
12-in
2
4
-i
n
9 .9 9 6 -i n
3 6 -i n 3 6 -i n
9
.
9
9
6
-
i
n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B3 B4 B5
D4
C3
D3
C5
D5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P MR
R
RR
R
R
R
R
R
R
R
R
R
"/"/"/"/
"/
"/"/
"/
"/
"/
"/
"/
"/
"/"/"/
"/
"/
"/
"/"/
"/"/
"/
"/"/"/"/"/
"/"/"/"/
"/
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9 %9
%9
%9%9%9
%9
%9
%9
%9
%9%9%9
%9
%9
%9
%9
%9
%9
%9 %9
%9
!5
)n
GoWX
)n
1 0 2 0
1 0 0 0
9 7 0
9 6 0
1 0 3 0101 0
9 9 0
1 0 1 0
1 0 0 0
9 9 0980970960950940
1
0
0
0
9
9
0
9
8
0
9
7
0
9
6
0
9
5
0
9 7 0960
9 4 0
1000
9
8
0
960
9 9 0 9
8
0
9
7
0
1 0 0 0990980970
9 7 0
9 6 0
9 4 0
9 6 0
9 5 0
9 7 0 9 4 0
9 8 0950940
9 6 0
9 5 0
9 4 0
9 3 0
9 9 0
9 8 097 0
980
970
9 6 0
9 8 0
970
9 7 0960
980
97 0
9 8 0960
960
95
0
9
4
0
9
5
0
940
9 5 0
9 4 0
9 9 0
980
9
8
0
970
9 8 0
9 7 0
980
9
7
0
980970
9
8
0
9
7
0
9 8 09
7
0
97 0960
9 7 0960950
980
9 7 0
9 8 0
970
9
7
0
9
6
0
970
960
97 0
960 970
9 6 0
9 7 0960
970
960
960
950
9 6 0
9 5 0
960
950
950
940
980
1 0 1 0
9 9 0
1 0 0 0
9
6
0
9 9 0
950
930
1 0 1 0 990
960
9 8 0
9 7 0
9 7 0
9 5 0
9 5 0
950
1 0 1 0
1000
1
0
0
0
1
0
0
0
1 0 0 0
1
0
0
0
9 8 0
9 9 0
9709709
8
0
9
8
0
9 8 0
980
980
9
8
0
9
6
0
970
9 6 0
96 0
9 7 0
970
9
6
0
9 7 0
97
0
970
960
9 7 0
9 6 0
9 6 0
9 6 0
960
9
6
0
9 6 0
9
6
0
9 6 0
9 6 0
9 6 0
960
9 6 0
950
9 6 0
950
9
5
0
9 5 0
950
9 5 0
9 5 0
950
950
9 5 0
940
9 5 0
9 5 0
9 4 0
9
3
0
1 0 0 0
1000
970
96 0
960960
9 5 0
940
940
9 4 0
940
L U C E L I N E T R
WAYZATABLVD
W
S h o r e l i n e D r
O
LD
L
O
N
G
LA
K
E
R
D
H e r r i c k Cir
M Y R T L E W O O D R D
BB-P19
PL-P01
PL-P02
PL-P06
PL-P07
PL-P08
PL-P10
12-in
1 2 -i n
18-in18-in
18-in18-in
Q 1 0 0 =1 5 c f s
Q100=1cfs
Q 1 0 0 =5 c f s
Q 1 0 0 =3 c f s
Q 1 0 0 =3 5 c f s
Q
1
0
0
=
4
5
c
f
s
Qover=1 cfs
Q
over=8cfsQover=20 cfs
Q
o
v
e
r
=
1
2
c
f
s
Qover=20cfs
Q
o
v
e
r
=
3
6
c
f
sLL-P5061.5 AcLL-P4939.4 Ac
TL-P2037.7 Ac
HA-P022.3 Ac
HA-0537.5 Ac
HA-0544.2 Ac
HA-0396.4 Ac
PL -16687.3 Ac
PL -P0810.0 Ac
PL -P0710.3 Ac
PL -P0113.2 Ac
PL -P0624.0 Ac
PL -P1035.4 Ac
PL -00313.4 Ac
BB-P0667.0 Ac
BB-P1925.9 Ac
BB-P0223.0 Ac
BB-P0113.9 Ac
BB-00128.0 Ac
VOID8.7 Ac
BB-0537.0 Ac
F e r n d a l e M a r s h
L a k eMinnetonka
Q o v e r =1 8 c f s
Q o v e r =8 c f s
Q o v e r =1 3 c f s
Q o v
e r =
2 c f s
12-in1
2
-
i
n
1 2 -i n
12-in
1 2 -i n12-i n
1 2 -i n
1
8
-
i
n
1
2
-
i
n
1 5 -i n
1 8 -i n
3 6 -i n
6 0 -i n
3 6 -i n
4 2 -i n
1 8 -i n
1
2
-
i
n
1 5 -i n
1 5 -i n
36-in
2 4 -i n
3 6 -i n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
B4 B5
D5
C4
D4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
C5
Page 15 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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R
R
R
"/"/
"/"/
"/
"/
"/"/
"/
"/
"/"/
"/"/"/
"/"/
"/"/
"/
"/
"/"/
"/
%9
%9%9%9%9
%9%9
%9
%9
%9
%9
%9
%9%9%9
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%9
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%9
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!5
GsWX
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1 0 3 0
1 0 2 0
1 0 1 0
1 0 0 0
9 9 0
9 8 0
9
5
0 9 4 0
1
0
0
0
9
9
0
980
970
950
990
9
8
0
9
5
0
9
4
0
980970960950
9
8
0
9
7
0
960940990
980
970
960950
970960950
1 0 0 0
9 9 0
9 8 0
9 8 0
9 7 0
9
6
0
9
5
0940
104
0
1030
1 0 0 0990
9 9 0
9 8 0
9
7
0
9 6 0
950940
980
9
7
0
9 8 0
9 7 0
9 8 0 9 7 0
970
960
9
6
095
0
9 5 0
9 4 0
9 4 0
9 3 0
9 7 0
9 6 0
930
1 0 1 0
9
4
0
10
0
0
9
4
0
9
3
0
940
9
9
0
9 9 0
1 0 0 0
9
8
0
9
5
0
9
3
0
1 0 4 0
1
0
3
0
1 0 3 0
1030
1 0 3 0
1 0 2 0
9 9 0
1 0 0 0
990
9 9 0
9 9 0
9 9 0
9 9 0
9
7
0
980
980
9 8 0
98
0
9 8 0
970
9 7 0
9 7 0
960
9 6 0
9 6 0
940
9 5 0
9 4 0
940
9 3 0
940
9 4 0
9 3 0
9
3
0
9
3
0
93 0
9
3
0
970
940
93 0
N
orth
S
horeDr
N
O
RT
H
A
R
M
D
R
TON KAWA RD
C O R D N O 1 9
L a k e view
Ct
W I N D J A M M E R L A
TonkaviewCt
WEST BRANCH RD
Dahl Rd
LINDEN LA
ForestLake Dr
W i l d h u r s t T r
Elmwood Ave
P A R K L A
M
I
N
NETO
NKA
H
GL
D
L
A
P
i
n
e
h
u
r
s
t
C
t
TONKAVIEWLA
LakeviewPkwy
Loma Linda Ave
FL-P03
FL-P04
FL-P05
FL-P07
FL-P08 FL-P09
NA-P05
NA-P06
1 5 -i n 1 8 -i n
1 2 -i n 24-in
1 8 -i n
Q 1 0 0 =2 9
c f s
Q
1
0
0
=
1
7
c
f
s
Q 1 0 0 =1 2 c f s
Q 1 0 0 =1
c f s
Q100=17cfs
Q 1 0 0 =2 2
c f s
Q 1 0 0 =5 c f s
Q 1 0 0 =2 3cfs
Q
1
0
0
=
5
6
cfs
Q100=12 cfs
Q 1 0 0 =2 3
c f s
Q100=3cfs
Q100=115cfs
Q100=108cfs
Q 1 0 0 =2 c f s
Q 1 0 0 =6 4 c f s
Q100=103 cfs
Q100=26 cfs
Q 1 0 0 =8 1 c f s
Q
1
0
0
=
3
8
c
f
s
Q100=73 cfs
Q 1 0 0 =3 4 c f s
Q100=24 cfs
Q100=52 cfs
Q 1 0 0 =1 4 c f s
Q
1
0
0
=
4
6
c
f
s
Q 1 0 0 =3 6 c f s
Q 1 0 0 =2 5
c f s
Q
1
0
0
=
3
9
c
f
s
Q 1 0 0 =1 4 c f s
Q 1 0 0 =52 c f s
Q100=90 cfs
Q100=5 cfs
Q100=131 cfs
Q100=17 cfs
Q
1
0
0
=
1
3
6
c
f
s
Q100=138 cfs
Q 1 0 0 =1 3 7 c f s
Q
1
0
0
=
6
9
c
f
s
Q 1 0 0 =7 c f s
Q100=17 cfs
Q 1 0 0 =22 3 c f s
Q
ov
er=
3
4 cfs
Q o v e r =9 c f s
Q o v e r =3 c f s
Q o v e r =1 3 c f s
Q o v e r =3 9 c f s
Qover=31cfs
Q o v e r =2 7 c f s
Q
o
v
e
r
=
5
3
c
f
s
Qover=4cfs
Qover=24 cfs
Q o v e r =2 2 c f sQ
over=31 cfs
S B -0 7 5279.8 A c
F L -0 9 0201.8 A c
F L -P 0 7316.2 A c
F L -0 3 23.7 A c
F L -P 0 226.3 A c F L -P 0 328.7 A c
F L -0 8 45.4 A c
F L -0 8 626.4 A c
F L -0 2 31.5 A c
F L -0 1 87.3 A c
F L -0 1 67.9 A c
F L -0 0 813.9 A c
F L -0 2 84.5 A c
F L -P 0 43.0 A c
F L -0 3 93.6 A c
F L -0 1 73.1 A c
F L -0 2 53.6 A c
F L -0 4 44.5 A c
F L -0 8 218.9 A c
F L -0 4 09.0 A c
F L -P 0 520.3 A c
F L -P 0 831.7 A c
F L -P 0 935.1 A c
F L -0 9 29.4 A c
F L -07 41.4 A c
F L -0 7 51.9 A c
F L -0 7 23.0 A c
F L -1 0 21.0 A c
F L -0 7 836.1 A c F L -1 0 03.9 A c
F L -0 5 95.6 A c
F L -0 5 63.5 A c
F L -0 5 33.5 A c
F L -0 3 07.6 A c
FL -0 8 82.4 A c
F L -0 4 84.2 A c
F L -0 9 54.9 A c
WA -0 0 412.1 A c
WA -0 0 93.1 A c
W A -0 113.6 A c W A -0 1 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 c
N A -0 0 93.5 A c
N A -0 0 49.2 A c
N A -0 5 65.1 A c
F L -0 7 15.3 A c
F L -0 9 82.6 A c
F L -0 4 61.5 A c
F 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
Q o v e r =1 7 c f s
Q o v e r =2 4 c f s
Q o v e r =3 1 c f s
Qover=9 cfs
Q
o
v
e
r
=
3
7
c
f
s
Q o v e r =3 0 c f s
Qover=31 cfs
Q
over=34 cfs
Qover=4 cfs
Qover=65 cfs
Q o v e r =1 9 c f s
Q o v e r =1 3 0 c fs
Q o v e r =3 9 c f s
Q o v e r =3 9 c f s
Q o v e r =3 5 c f s
Q o v e r =3 3 c f s
Q o v e r =7 5 c f s
Q o v e r =3 5 c f s
Q o v e r =4 2 c f s
Q o v e r =4 0 c f s
Qover=13 cfs
Q o v e r =2 3 c f s
1 2 -i n
1
8
-
i
n
2 4 -i n
18-in
1 2 -i n
1 2 -i n
1 8 -i n
1 2 -i n
1 2 -i n
1 5 -i n
1 2 -i n
1 2 -i n
12-in
15-in
1 2 -i n
2 4 -i n
2
4
-i
n
1 2 -i n
12-in
24-in
2
1
-
i
n
15-in
21-in
18-in
1 2 -i n
2 4 -i n
12-in
1
5
-
i
n
1 2 -i n
18 -in
2 4 -i n
24-in
2 4 -i n
21-in
18-in
15-in
1 2 -i n
2 4 -i n
21-in
15-in
48-in
2 4 -i n
2 1 -i n
2 4 -i n
1 5 -i n
2 1 -i n
18-in 1 8 -i n
21-in
1 8 -i n
2 4 -i n
1 8 -i n
15-in
1 8 -i n
1 8 -i n
15-in
1 5 -i n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
C1 C2
E1
D2
E2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
)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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
RR
RRR
"/
"/"/
"/
"/
"/"/
"/"/
"/"/
"/
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9 GÞWX
G½WX
990
980
9
6
0
950
940
9 9 0
9 7 0
9 6 0
950
93
0
1
0
0
0
9
9
0
9
8
0
9
7
0
9 8 0
9 7 0
97
09609
5
0
9 6 0
9 5 0
990
9
8
0
990
980
980
9 7 0
9 5 094 0
9 5 0940
970
960
9
4
0
9 3 0
1010
930
9
4
0
1
0
0
0 9 6 0
940
930
9 3 0
9 8 0
9
8
0
980
980
9 8 0
9 7 0
9 7 0
9 7 0
9 6 0
9
6
0
9 5 0
9 6 0
9 4 0
9
5
0
95
0
9 4 0
9
4
0
9 4 0
9 4 0
9 4 0
9
4
0
9
4
0
9 4 0
9 3 0
9 4 0
94
0
930
9 3 0930
T
O
N
K
A
W
A
R
D
Fox St
P a r t e n w o o d R d
F A R V I E W L A
MB-P02
MB-P04
SB-P16SB-P17
SB-P18 1 2 -i n
Q100=24 cfs
Q 1 0 0 =9
c f s
Q100=62cfs
Q100=5cfs
Q100=154cfs
Q
1
0
0
=
2
4
c
f
s
Q10 0 =31 cfs
Q 1 0 0 =1 1 c f s
Q 1 0 0 =5 6 c f s
Q100=28cfs
Q
1
0
0
=
1
5
c
f
s
Q100=25 cfs
Q100=58 cfs
Q 1 0 0 =1 7
c f s
Q100=37 cfs
Q 1 0 0 =4 c f s
Q 1 0 0 =4 c f s
Q100=11 cfs
Q 1 0 0 =2 8 c f s
Q 1 0 0 =1 0 7 c f s
Q o v e r =1 6 c f s
FR-P199.4 Ac
FR-P305.0 Ac
FR-07 24.2 Ac
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-P062.7 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
M B -0 3 72.4 A c
MB-0172.5 Ac
S 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
Q o v e r =2 0 c f s
Q o v e r =2 5 c f s
Q o v e r =4 5 c f s
Q o v e r =1 3 c f s
Qover=54 cfs
Q o v e r =2 c f s
Q o v e r =3 0 c f s
Q o v e r =3 9 c f s12-in
1 2 -i n
2
4
-
i
n
1 5 -i n
15-in
1 2 -i n
1 5 -i n
1 5 -i n
1 5 -i n
12-in
1 2 -i n
1
5-in
1 2 -i n
1 5 -i n
18-in
1 5 -i n
1 2 -i n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
C1 C2 C3
E2
D1
E1
D3
E3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
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Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R R
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
"/
"/"/
"/"/
"/
"/
"/"/
"/"/
"/
"/"/
"/"/
"/"/
"/
"/"/
!
*
"
%9
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%9%9%9%9%9%9%9
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%9%9
%9%9
%9
%9%9
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%9 %9
%9%9
%9
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%9 %9
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%9 %9 %9 %9
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%9
%9
%9
%9%9
%9
%9
%9%9%9%9
%9
%9%9
%9%9
%9
%9%9
%9%9
%9
%9
%9
%9
%9 %9
%9
%9
%9
%9
%9%9
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%9
%9
%9
%9%9
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%9%9
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!5 GÞWX
GÞWX
G½WX
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9
9
0
9 7 0 9 6 0
9 5 0
960950
940
9 7 0
9 6 0
9 5 0
9 6 0
950
940
9 6 0
9 5 0
970
960
950
970
960
95
0
9
4
0
9
3
0
960950
9 6 0
9 5 0
9 4 0
960
950
9
4
0
930
9 5 0
9
4
0
950
940
9 5 0
9 4 0
9 5 0
9 4 0
9
5
0 9 4 0
9
6
0
9
5
0
9
5
0
9 4 0
9 5 0940
950
940
9 5 0
9 4 0
1
0
0
0
9 8 0
930
9 8 0
9 7 0
970
9 4 0
960
9 5 0930
9 5 0
9 3 0
9 6 0
9 5 0
9
5
0950
9 5 0
950
9 5 0
9 5 0
9
3
0
980
9 7 0
970
9 7 0
9 5 0 9 6 0
9 6 0
960
960
960
9 4 0
9
5
0
9 5 0
9 5 0
950
9 5 0
9 5 0
950
9
5
0
9 5 0
9
5
0
9 5 0
9 4 0
9 4 0
9 5 0
940
9
3
0
9 4 0
9 4 0
9
4
0
940
9 3 0
9
4
0
9 4 0
9 4 0
940
9 4 0
9 4 0
930
9 3 0
9 3 0
9 3 0
9 3 0
9 3 0
9 3 0
9
3
0
9
3
0
9 3 0
9 3 0
930
9 3 0
9 3 0
930
9 3 0
9
3
0
9 6 0
9 4 0
930
930
9 3 0
B R O W N R D S
F r e n
c
h
C
r
e e k D r
F r e n c h CreekCir
C a r r i a g e L a
G a n d e r R d
A R B O R S T
LAKEVIEW
AVE
W
IL
L
O
W
D
R S
L
it
tl
e
O
rchard W a y
FARVIEW LA
MINNETONKA AVE
Rainey Rd
Fo x St
H E R I T A G E D R
NorthShoreDr
F r e n c h L a k e R d
O L D
C R Y S T A L
B A Y
R D
S
B
R
I A R
S T
S
H
E
V
L
I
N
D
R
W E B BERHILLSRD
CY-P03CY-P04
FR-P01
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-P27
TL-P28
TL-P29
TL-P30
30-in
Q 1 0 0 =3 c f s
Q 10 0=7cfs
Q 1 0 0 =8 9
c f s
Q100=18cfs
Q100=26
cfs
Q 1 0 0 =7
c f s
Q
1
0
0
=
8
8
c
f
s
Q 1 0 0 =4 5 c f s
Q100=38 cfs
Q
1
0
0
=
1
0
c
f
s
Q100=49cfs
Q 1 0 0 =7 c f s
Q 1 0 0 =7 7 c f s
Q 1 0 0 =6 6 c f s
Q 1 0 0 =2 6
c f s
Q100=283 cfs
Q 10 0 =6 c fs
Q
1
0
0
=
3
1
c
f
s
Q 1 0 0 =41 c f s
Q
1
0
0
=
3
1
c
f
s
Q 1 0 0 =3 7
c f s
Q
1
0
0
=
2
0
c
f
s
Q
10
0
=
28
0 cfs
Q 1 0 0 =4 c f s
Q100=5cfs
Q 1 0 0 =4
c f s
Q100=154cfs
Q
1
0
0
=
9
6
c
f
s
Q100=30 cfs
Q100=11 cfs
Q 1 0 0 =1 1 0 c f s
Q100=141
cfs
Q
1
0
0
=
1
c
fs
Q100=241 cfs
Q100=298 cfs
Q100=9 cfs
Q 1 0 0 =8 5 c f s
Q
1
0
0
=
1
9
9
c
f
s
Q 1 0 0 =4 1 c f s
Q 1 0 0 =5 c f s
Q 1 0 0 =1 8 c f s
Q100=10 cfs
Q100=11 cfs
Q 1 0 0 =4 4 c f s
Q 1 0 0 =2 0 c f s
Q100=20 cfs
Q
1
0
0
=
1
7
6
cfs
Q 1 0 0 =4 1 c f s
Q
1
0
0
=
3
9
1
c
f
s
Q
1
0
0
=
3
5
c
f
s
Q 1 0 0 =1 c f s
Q100=7 cfs
Q 1 0 0 =6 c f s
Q
1
0
0
=
2
c
f
s
Q100=116 cfs
Q100=49 cfsQ100=3 4 c f s
Q100=7 cfs
Q100=28 cfs
Q 1 0 0 =1 2 4 c f s
Q o v e r =1 7
c f s
Q o v er=4cfs
Q o v e r =1 5
c f s
TL-P0616.3 Ac
TL-P19129.2 Ac
TL-06811.0 Ac
TL-2382.3 AcTL-P2514.0 Ac
TL-0183.5 Ac
TL-23944.1 Ac
TL-P287.5 Ac
TL-P307.0 Ac
TL -2 4 71.2 A c
TL-2482.1 Ac
TL-24611.5 Ac
TL-P2923.7 Ac
TL-P2613.0 Ac
TL-0315.4 Ac
TL-P2210.3 Ac
TL-071114.0 Ac
TL-P0 33.3 Ac
FR-P25121.5 Ac
FR-P199.4 Ac
FR-P305.0 Ac
FR-0724.2 Ac
FR-P296.8 Ac
FR-P3712.0 AcFR-0803.0 Ac
FR-03319.5 Ac
FR-P1112.0 Ac
FR-P1311.0 Ac
FR-P126.0 Ac
FR-0775.7 Ac
FR-P1818.4 AcFR-P2210.6 Ac
FR -P 3 16.3 A cFR-P24186.4 Ac
FR-P1516.8 Ac
FR-1140.7 Ac
FR-0139.4 Ac FR-0304.3 Ac
FR-P0622.6 Ac
FR-0021.5 Ac
FR-03815.9 Ac
FR-0045.5 Ac
FR -04 23.6 A c
FR-1213.7 Ac
FR-P012.8 Ac
FR-0174.3 Ac
FR-0465.6 Ac
FR-P163.0 Ac
CY-P039.2 Ac
CY-P049.0 Ac
SB-2584.8 A c
SB-26110.5 Ac
MB-016463.9 Ac
MB-P029.4 Ac
MB-0217.4 Ac
MB-01 91.2 Ac
MB-P073.4 Ac
MB-P0617.3 Ac
MB-0320.8 Ac
MB-0292.1 Ac
MB-0273.7 Ac
FR-12316.7 Ac
FR-15620.4 Ac
FR-0372.2 Ac
TL-2320.9 Ac TL -2 3 03.5 A c
TL-2423.8 Ac
TL-2431.5 Ac
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
Q o v e r =8 0 c f s
Q
o
v
e
r
=
1
4
4
c
f
s
Q o v e r =2 5 c f s
Qover=6 cfs
Qover=12 cfs
Q o v e r =2 0 c f s
Qover=41 cfs
Q o v e r =13 cfs
Q o v e r =1 7 c f s
Q
over=17 cfs
Q o v e r =10 c f s
Qover=12 cfs
Q o v e r =1 7 c f s
Qover=6 cfs
Q o v e r =3 0 c f s
Q o v e r =1 0 1 c f s
Q
o
v
e
r
=
5
0
c
f
s
Q
o
v
e
r
=
6
c
f
s
Q o v e r =2 5 c f s
Q
o
v
e
r
=
6
2
c
f
s
Qover=9 cfs
Qover=3 cfs
1 2 -i n
2 4 -i n
15-in
1
8
-
i
n
1 2 -i n
2
8
.
8
-
i
n
1
2
-
i
n
48-in12-i n
1 2 -i n
2
4
-
i
n18-i n
1 2 -i n
1 2 -i n
1 5 -i n
12-in
1 8 -i n
1
2
-
i
n
18-in
15-in
2 4 -i n
4 8 -i n
1 5 -i n
18-in
24-in
15-in
1 5 -i n
1 2 -i n
1 8 -i n
1 8 -i n
1
5
-
i
n
1 5 -i n
18-in
1
8
-
i
n
1 8 -i n
1 5 -in
1
5
-
i
n
12-in
1 2 -i n
18-in
15-in
1 2 -i n
1 2 -i n
12-in12-i n
1 2 -i n
1 5 -i n
24-in
1
8
-
i
n
3 6 -i n
1 2 -i n
1 5 -i n
1
8
-i
n
8.004-in
1
2
-
i
n
1 2 -i n
12-in
1
2
-
i
n
12-in 12-in
12-in
12-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
C2 C3 C4
E3
D2
E2
D4
E4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
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?ØA@
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Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
RR
R
R
R
R
R
R
R
R
R
R
R
R
"/
"/
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"/"/
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"/
"/
%9
%9
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%9
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%9
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%9
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9 9 0980
9 7 0
9 6 0
9 5 0
9 4 0
970960
9
8
09
7
0
9
7
0
9
6
0
9
4
0
970950
9 5 0 9
4
0
960
950
930
980
970
960950
9 7 0960950
9 4 0
9
3
0
9 5 0
930
950
9409
5
09
4
0
940
930
9 5 0
9 4 0
9 6 0950
9 4 0
93 0
940
9 3 0
9 4 093 0
940930
940
930
940
930
9 4 0 9
3
0
1000
9 6 0
9 5 0
950
9
6
0
9 5 0
9 5 0
9 5 0
9 5 0
960
9
7
0
970
9 7 0
9 7 0
9
6
0
96 0
9 6 0
9 6 0
9
6
0
9 6 0
9 4 0
950
9
5
0
9 5 0
95 0
950
9 4 0
9 3 0
9 4 0
9 3 0
9 3 0
9
4
0
9
3
0
9
3
0
930
930
9 4 0
93 0
9
3
0
9
3
0
930
9 3 0
9 3 0
9 3 0
9 3 0
930
930 9 3 0930
9
3
0
9
3
0
93 0
940 9 4 0
9 3 0
93 0
930
9 3 0
9 3 0
930
Fox St
O R O N O
O R C H A R D
R D
S
S h o r e l i n e D r
ORONO LA
FerndaleRdW
G
r
e
e
nTre e s R d
M i l l s t o n R d
B
r
a
c
k
e
t
t
s
P
o
i
n
t
R
d
H
E
R
I
T
A
G
E
L
A
BB-P10BB-P13
BB-P14
BB-P15
BB-P17
BB-P18
TL-P03
TL-P29
18-in
1 2 -i n
Q 1 0 0 =1 0 c f s
Q 1 0 0 =9
c f s
Q 1 0 0 =1 5
c f s
Q
1
0
0
=
6
c
f
s
Q100=17cfs
Q 1 0 0 =2 6
c f s
Q100=26cfs
Q 1 0 0 =7
c f s
Q100=20cfs
Q 1 0 0 =4 1
c f s
Q 1 0 0 =8 c f s
Q 1 0 0 =2 7 9 c f s
Q 1 0 0 =2 1 c f s
Q 1 0 0 =6 c f s
Q 1 0 0 =2 6 c f s
Q 1 0 0 =2 1 c f s
Q
1
0
0
=
3
9
1
c
f
s
Q
1
0
0
=
1
7
c
f
s
Q 1 0 0 =3 9 c f s
Q
1
0
0
=
1
2
7
c
f
s
Q100=806 cfs
TL-P2393.9 Ac
TL-P3215.8 Ac
TL-P0616.3 Ac
TL-P2 87.5 A c
TL-P2923.7 Ac
TL-P2 613.0 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
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
Qover=39 cfs
Qover=27 cfs
1
8
-i
n
3
0
-in
1 5 .9 6 -i n
30-in
1 8 -i n
1 5 -i n
12-in
1 8 -i n
1 2 -i n
12-in
2 4 -i n
48-in
12-in
9.996-in
30-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
C3 C4 C5
E4
D3
E3
D5
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
%9%9
1 0 0 0
9 9 09 8 0
9 7 09 6 0
9 7 0960950940
9 5 0
940
9
7
0950
9
6
0950 960950
940
940
930
9 4 0
9 3 0
9 5 0
9 3 0
9
5
0
9
4
0
9 5 0
9 4 0
9 4 0
9 3 0
940930
9
4
0
930
9 4 0
9 3 0 950
9 3 0
9 8 0
930
9
6
0
930
9
6
0
9 3 0
1010
9
9
0
9
9
0
9 8 0
9
7
0
970
970
9 5 0
9 5 0
950
9
6
0
960
9
6
0
9 5 0
9 4 0
9
3
0
940
930
9 3 0 9 3 0930
9 3 0
930
9 3 0
Ferndale Rd W
B r o w n sBay
F e r n d a l eMarsh
P e a v e y
L a k eMinneto n k a
0 500Feet
S o u r c e : C i t y o f O r o n o , H e n n e p i n C o u n t y , M n D N R , M n D O T ,
C4 C5
D4
E4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
D5
Page 20 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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
RR
R
"/
"/
"/
"/
"/"/
"/
"/
"/"/
"/"/
"/
"/"/
"/
"/"/
"/
%9%9
%9
%9
%9%9%9%9
%9
%9
%9
%9
%9%9
%9
%9%9
%9%9%9
%9%9
%9
%9
%9
%9
%9
%9%9
%9%9
%9
%9
%9%9
%9
%9%9
%9
%9
%9%9%9
%9
%9
%9
%9
%9
%9%9 %9
%9%9
%9%9%9
%9
%9%9%9 %9
%9%9 %9
%9 %9
%9
%9
%9
%9%9%9
%9
!5
GsWX
GsWX
GsWX
1000
970960950940
9
7
0 9 6 0 9 5 0
9 8 0
9 6 0950
9
5
0
9
3
0
9 5 0
9 4 0
9 6 0940
9 5 0
9 4 0
9 5 0
9 4 0
9 7 0960
9
5
0
940
9 5 0940
980970
980970
970
960
9 4 0
9 3 0
9 4 0
9 3 0
930
9
4
0
9 7 0
960
9 6 0
9 6 0
9 8 0
9 8 0
9 7 0
970
9 6 0
9 3 0
980
980
980970
970
960
970
9 6 0
9 6 0
9 6 0
9 6 0
9 5 0
9 5 0
9 3 0
9 3 0
North Shore Dr
WEBB ST
H I G H W O O D L A
M A P L E P L
F A G E R N E S S P O I N T R D
V I N E P L
M I N N I E A V E
C H
E
R
R Y
P L
H I G H W O O D R D
R e s t P o i n t R d
C H E R R Y AVE
N
O
R
T
H
A
R
M
D
R
P A R K D RR
E
ST P O I N T C I R
C O N C O R D I A S T
FL-P06
WA-P01
15-in
1 8 -i n
12-in
12-in
1 8 -i n
12-in
15-in
1 8 -i n
Q 1 0 0 =5 1
c f s
Q
1
0
0
=
4
c
f
s
Q100=23cfs
Q100=72 cfs
Q 1 0 0 =5 5 3
c f s
Q100=17 cfs
Q 1 0 0 =1 6 c f s
Q100=56cfs
Q 1 0 0 =3 5
c f s
Q
1
0
0
=
9
c
f
s
Q100=53 cfs
Q
1
0
0
=
1
4
c
f
s
Q
1
0
0
=
1
6
cfs
Q 1 0 0 =3 2 c f s
Q 1 0 0 =3 2 c f s
Q 1 0 0 =5 5 5 c f s
Q
1
0
0
=
5
2
c
f
s
Q100=17 cfs
Q 1 0 0 =1 1 7 c f s
Qover=3 cfs
Q o v e r =1 3 c f s
Q o v e r =2 9
c f s
Q
o
v
e
r
=
4
c
f
s
Q o v e r =2 c f s
Qover=15 cfs
Q
o
v
er=
1
1
cfs
Q
o
v
e
r
=
7
c
f
s
Q o v e r =4 2 c f s
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-01 52.6 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
F o r e s t L a k eForestLake F o r e s tLake N o r t hArm
W e s t A r m
W e s t A r m
W e s t A r m
Q
o
v
e
r
=
1
1
c
f
s
Qover=9 cfs
Q
over=
4
7 cfs
Qover=12 cfs
Q o v e r =7 3 c f s
Qover=19 cfs
Qover=12 cfs
Qover=6 cfs
Q
o
v
e
r
=
2
1
c
f
s
Q o v e r =3 3 c f s
18-in
1 2 -i n
1
5
-
i
n
1
2
-
i
n
1 5 -i n
3 6 -i n
12-in
15-in
3 6 -i n
12-in
1
2-in
3 6 -i n
1
8-in
1
2
-
i
n
1
2
-
i
n
15-in
1
8
-
i
n
1 5 -i n
1 8 -i n
1 8 -i n
1 8 -i n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
D1 D2
F1
E2
F2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
RR
R
R
"/
"/
"/
"/
"/
"/
"/
"/"/
"/
"/"/
"/"/
"/
"/
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9
%9 %9%9
%9%9
%9
%9
%9%9
%9%9
%9%9
%9
%9%9
%9
%9%9
!5
!5
!5
GsWX
G½WX
GsWX
G½WX
G½WX
9
6
0
9
5
0
9
4
0
970
960950
9 5 0
9 4 0
9 5 0
9 4 0
950940
9 5 0
9
4
0
9 5 0
9 4 0
9 5 0
9 4 0
9 5 0
9 4 0
9
4
0
9
3
0
9
4
0
9
3
0
960
9 7 0
960960
9 6 0
9 6 0
9
5
0
9 5 0
9 5 0
930
940
9 4 0
9
4
0
9 4 0
9
3
0
9
4
0
9 4 0
9 4 0
9
4
0
9 4 0
9 3 0
9
4
0
9
3
0
9
3
0
9
3
0
930
930
950
940
930
930
930
930
B I R C H L A
N o r t h S h o r e D r
B O H N S P O I N T L A
F A G E R N E S S POINT RD
BALDUR PARK RD
B o h n s P o i n t R d
CY-P02NA-P03
NA-P04
WA-P02
12-in
12-in
1
5
-i
n
12-in
1 5 -i n
1
5
-i
n
1 2 -i n
Q100=3
cfs
Q 1 0 0 =1 2 c f s
Q 1 0 0 =3 2
c f s
Q 1 0 0 =5
c f s
Q
100=9
cfs
Q100=14cfs
Q100=10cfs Q10 0 =35 cfs
Q 1 0 0 =4
c f s
Q 1 0 0 =1 4 c f s
Q100=7cfs
Q 1 0 0 =1 7 c f s
Q 1 0 0 =2 0 c f s
Q 1 0 0 =4 7 c f s
Q
o
v
e
r
=
1
2
c
f
s
Q o v e r =4
c f s
Q o v e r =2 c f s
Q o v e r =1 5 c f sQ
o
v
e
r
=
1
6
c
f
s
Q
o
v
e
r
=
4
c
f
s
Qover=19
cfs
Q o v e r =1 2 c f s
Q
o
v
e
r
=
1
2
c
f
s
WA-04030.1 Ac
WA-P0226.4 Ac
WA-0453.0 Ac
WA-0414.7 Ac
CY-0091.3 Ac
CY-0111.4 Ac
CY-0231.8 Ac
CY-0291.9 Ac
CY-0322.7 Ac
CY-0 331.6 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
M a x w e l l B a y
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
Q
over=1 cfs
Q
over=8 cfs
Q
o
v
e
r
=
4
c
f
s
Q
over=
22 cfs
Q o v e r =6 c f s
Q o v e r =3 3 c f s
Q o v e r =1 2 c f s 12-in
1 5 -i n
1 2 -i n
1 2 -i n
1
2
-
i
n
18-in
15-in
1
5
-
i
n
1 2 -i n
15-in
12-in
2 4 -i n
2 4 -i n
1 5 -i n
1
2-in15-in
1 2 -i n
48-in
2 4 -i n
15-in
2 4 -i n
1 2 -i n
12-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
D1 D2 D3
F2
E1
F1
E3
F3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
G1 G2 G3 G4
)n
)n
GsWX
GoWX
GsWX
GeWXGeWX
?ØA@
?«A@
?ÌA@
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Orono City Limits
Parcels
Railroad
!5 Storm Manhole
"/Catch Basin
%9 Inlet
%9 Outlet
!
*
"Storm ControlStructure
Storm Pipe
Watersheds
Node FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
RR
R
R
"/"/
"/
"/"/
"/
"/
"/
"/"/
"/"/
"/"/
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9
G½WX
GoWX
GoWX
G½WX
9 8 09
6
0
9 5 0940
970
950
940
9 7 0
9
5
0
9 4 0
9 7 0
9 5 0
9
5
0940
970
960
9 6 0
9 5 0
9
5
0940
9
7
0
9
6
0
970
960
9 5 0940
9 4 0
930
9 7 0
9 3 0
96
0
9 3 0
9 3 0
9 5 0 960
9 5 0
9 5 0
9 7 0
9 7 0
9 7 0
9 7 0
970
9
7
0
9 7 0
9 6 0
9 6 0
9 5 0
9
6
0
9 5 0
9 5 0
950
950
950
950
9 4 0
9
3
0
930
930
9 6 0
9 3 0
North Shore Dr
F
r
e
n
c
h
C
reekDr
B R O W N R D S
A R B
O R
S T
R A I L R O A D A V E
B R I A R
S T
Spates Ave
B a y R i d g e R d
FR-P17
FR-P18FR-P22
SB-P22
18-in 12-inQ100=49cfs Q 1 0 0 =1 2 4 c f s
Q 1 0 0 =3 7 c f s
Qover=41 cfs
Qover=37
cfs
TL-P287.5 Ac
TL-P307.0 AcTL-24611.5 AcFR-P1818.4 AcFR-P2210.6 Ac
FR -P 1 74.1 A c
FR-P24186.4 Ac
FR-03815.9 Ac
FR-0465.6 Ac
SB-26226.8 Ac
CY-P049.0 Ac
SB-26110.5 Ac
SB-P2212.4 Ac
VOID15.1 Ac
SB-2596.2 Ac
1 2 -i n
4 8 -i n
24-in
1 2 -i n
1 5 -i n
1
2-in
1
2
-
i
n
12-in 12-in
S m i t h B a y
L a k eMinneto n k a
Q o v e r =13 cfs
Q o v e r =2 8 c f s
Qover=9 cfs
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
D2 D3 D4
F3
E2
F2
E4
F4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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
)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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
"/%9%9%9
%9
%9%9
%9
%9
950
9
4
0
9
5
0
950
9
5
0
Bracketts
P
o
i
n
t
R
d
S m i t h B a y
L a k eMinneto n k a
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
D3 D4 D5
F4
E3
F3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
E4
Page 24 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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
"/
"/"/"/
"/"/"/"/"/
G½WX
GoWX
GoWX
9 7 0
9 6 0
9 5 0
9 8 0
9 6 095 0940
960
950
9 5 0
940
9
6
0
950
9 4 0930
96 0
950
940
9 5 0
9 4 0
950
930
9 5 0940
9 5 0
9 4 0
950940
9 3 0
94 0
9 3 0
9 5 0 9 4 0
9 7 0 9 6 0
950
940
9 5 0
9 4 0
950
940
940
930
9 7 0970
9 6 0
940
9 5 0
9
3
0
940940
940
9 4 0
970
9 5 0
950
9 5 0
940940
9 3 0
9
4
0
9 3 0
940
930
S p r i n gParkBay
W e s t A r m
B l a c kLake
B l a c k L a k e
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
E1 E2
G1
F2
G2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
F1
Page 25 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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
R
R
R
R
R
RR
R
R
R
R
R
R
"/"/"/
"/"/
"/"/
"/
"/
"/"/
"/
"/"/
"/"/
"/
"/
"/
"/
"/
"/"/"/"/
"/"/"/"/"/
"/"/"/"/"/"/"/"/
"/"/
"/
"/
"/
"/
"/
"/"/"/"/"/
"/
"/"/
"/"/
"/
"/
"/
"/
"/
"/"/"/
"/
"/
"/"/"/"/"/"/"/"/"/"/
"/"/"/"/"/"/"/"/"/
"/
"/"/
"/
"/"/"/
"/"/"/"/
"/
"/
"/
"/
"/
"/
"/
"/"/
"/
"/
"/
"/
"/
"/
"/"/
"/
"/
"/"/"/
"/
"/
"/
"/
"/"/
"/
%9
%9%9
%9%9%9
%9
%9
%9
%9
%9
%9
%9%9
%9%9%9
%9
%9
%9
%9
%9
%9 %9%9 %9
%9
%9%9
%9
%9%9%9
%9%9%9
%9
%9
%9
%9
%9
%9
%9%9
%9%9
%9
%9
%9
%9
%9 %9
%9
%9%9
%9
%9
%9
%9
%9
%9
%9
%9
%9%9
%9
%9
%9%9
%9
%9%9
!5
!5
!5
!5
!5
!5
!5
!5
GsWX
GoWX
GsWX
GoWX
9
8
0
970
960
950
940
9
3
0
9 6 0
9 5 0
94 0
9 7 0
9 5 0
9 6 0
9 4 0
9 7 0
9
6
0
970960
9
5
0
940
9
6
0
9
5
0
940930
9 6 0
9 4 0
9 6 0950
9 7 0
9 6 0
960
950
9 7 0960 940
9 3 0
9 3 0
9
7
0
9 3 0
9 5 0
9
3
0
9 6 0
9 5 0
9 5 0
9 6 0
950
9
5
0
9 3 0
9
3
0
9
7
0
9 7 0
9 7 0
9
7
0
9 6 0
950
950
96 0
960
960
9 6 0
9 6 0
960
9
6
0
9 6 0
9 6 0
960
96
0
9 6 0
9 6 0
9
6
0
9 5 0
9 5 0
940
9 5 0
950
9 5 0
9 5 0
9
4
0
94 0
940
9 4 0
9
4
0 9 3 0
940
940
9
3
0
930
9 3 0
9
3
0
930930
930
SHADY
W
O
O
D
R
D
Shorelin e Dr
E T H E L A V E
F
R
EDERICK S T
CRYSTAL PL
ShoreHills
OLIVE AVE
N A V A R R E A V E
B L A I N E A V E
N A V A R R E L A
BAYVIEW PL
LIVIN GSTON AVE
TOGO RD
LYRIC AVE
C R Y S T A L B A Y R D
C
a s c o P o i n t R d
K
E
N
W
O
O
D
W
A
Y
L Y D I A R D A V E
P
e
nce
L
a
O L D
B E A C H R D
N O R T H E R N A V E
D
U
N
W
O
O
D
Y
A
V
E
P H E A S A N T
R D
KELLY AVE
C A R M A N S T
CB-P02
CB-P03
CB-P04
CB-P06
CB-P07CB-P08
CB-P09
CY-P01
LF-P01
LF-P02
LF-P03
WA-P02
1 2 -i n
1
2
-
i
n
1
2
-
i
n
1 2 -i n
1 2 -i n
1 2 -i n
2
4
-
i
n
1 8 -i n
1 8 -i n
1 2 -i n
1
5
-
i
n
1
2
-
i
n
12-in
1 8 -in
1
2
-
i
n
1 2 -i n
2 4 -i n
1
2-in
12-in
1 2 -i n
18-in18-in
18-in
Q100=10cfs
Q
1
0
0
=
2
9
cfs
Q100=32cfs
Q 1 0 0 =7 c f s
Q100=11cfs
Q 1 0 0 =3 0 c f s
Q 1 0 0 =5 2cfs
Q
1
0
0
=
1
6
7
c
f
s
Q 1 0 0 =2 6
c f s
Q 1 0 0 =3 0
c f s
Q 1 0 0 =2 5 c f s
Q
1
0
0
=
1
4
8
c
f
s
Q100=7 cfs
Q 1 0 0 =1 3 c f s
Q100=9 cfs
Q100=24cfs
Q100=16cfs
Q 1 0 0 =2 9 c f s
Q 1 0 0 =3 2 c f s
Q
1
0
0
=
1
8
c
f
s
Q
1
0
0
=
2
1
c
f
s
Q 1 0 0 =2
c f s
Q100=1cfs
Q 1 0 0 =6 3 c f s
Q 1 0 0 =2 6 c f s
Q100=9cfs
Q100=48 cfs
Q100=67 cfs
Q 1 0 0 =2 7 c f s
Q
1
0
0
=
4
0 cfs
Q 1 0 0 =1 3 c f s
Q
1
0
0
=
1
c
f
s
Q 1 0 0 =6 c f s
Q100=15 cfs
Q 1 0 0 =3 7 4 c f s
Q
1
0
0
=
7
0 cfs
Q 1 0 0 =25 cf s
Q 1 0 0 =5 9 c f s
Q
1
0
0
=
1
8
9
c
f
s
Q100=46 cfs
Q 1 0 0 =8 8 c f s
Q o v e r =4 c f s
Q o v e r =5 c f s
Q o v e r =1
c f s
Q o v e r =9c f s
Q o v e r =3 1 c f s
Q o v e r =2 5
c f s
Q o v e r =3
c f s
Q
o
v
e
r
=
5
4
c
f
sQover=5 6
c f s
Qover=25cfs
Qover=26cfs
Q o v e r =2 3
c f s
LF-02147.7 Ac
CB-01324.9 Ac
CY-P0130.7 Ac
WA-P0226.4 Ac
CB -0 6 12.0 A c
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 -1 3 81.3 A c
CB-0782.5 Ac
CB-0801.5 Ac
CB-1312.9 Ac
CB-1692.8 Ac
CB-1591.5 Ac 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-1443.1 Ac
CB-P0611.1 Ac
CB-0851.2 Ac
CB-1291.3 Ac
CB-1341.0 Ac
CB-0880.7 Ac CB-0922.1 Ac
CB-1022.6 Ac
CB-1 251.2 Ac
CB-10817.2 Ac
CB-1052.2 Ac
CB -1 0 94.2 A c
CB-0632.9 Ac
CB-1201.7 Ac
CB-0692.8 Ac
CB-0752.0 Ac
CB-1111.3 Ac
CB-1144.7 Ac
CB -0 6 51.8 A c
CB-0747.5 Ac
CB-2263.5 Ac
CB-2221.6 Ac
CB -2 2 01.7 A c
CB-0061.1 AcCB-2 1 31.6 A c CB-P127.8 Ac
CB-P095.7 Ac
CB-1 631.1 Ac
CB-1755.2 Ac
CB -1 7 21.4 A c 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 AcLF-0052.2 Ac
LF-00 73.9 Ac
LF-0161.2 Ac
LF-0108.9 Ac
LF -0 1 41.0 A c
LF-P0212.8 AcCB-0661.6 Ac
L a k eMinn e t o n k a
C 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
Q
o
v
e
r
=
2
6
c
f
s
Qover=20 cfs
Q
o
v
e
r
=
2
0
c
f
s
Q o v e r =1 2 c f s
Q o v e r =5 2 c f s
Q o v e r =2 0 c f s
Q o v e r =9 c f s
Q o v e r =9 c f s
Q o v e r =1 7 c f s
Qover=7 cfs
Q
over=
14 cfs
Q ov er =3 cf s
Q o v e r =3 0 c f s
Q
o
v
e
r
=
2
0
c
f
s
Q o v e r =1 8 c f s
Q
o
v
er=
8 cfs
Qover=15 cfs
Qover=15 cfs
Q ov er =46 cfs
Q o v e r =1 5 c f s
Q o v e r =1 3 c f s
Q o v e r =2 9 c f s
Q o v e r =9 c f s
Qover=2 cfs
Q
over=13 cfs
Qover=2 cfs
Q o v e r =4 5 c f s
1
2
-in
18-in
1
2
-
i
n
18-in
1 2 -i n
1 8 -i n
18-in
1 2 -i n
1
2
-
i
n
1
2
-
i
n
1 2 -i n
1
2
-
i
n
18-in
1 2 -i n
1
2-in
1 2 -in
1 2 -i n
1 2 -in
12-in
1 5 -i n
24-in
2 4 -i n
1
2
-
i
n
18-in
15-in
1 8 -i n
1 2 -i n
18-in
1 2 -i n
1 2 -i n
1 8 -i n
12-in
1
2-in
1
2-in
1 2 -i n
1 5 -i n
1 2 -i n
1 2 -i n
24-in
1 2 -i n
1 2 -i n
12-in
18-in
1 8 -i n
12-in
3 0 -i n
1
2
-
i
n
12-in
1 8 -in
1 2 -i n
1
2
-i
n
1 5 -i n
1 5 -i n
1 2 -i n
1 2 -i n
1 5 -i n
1 5 -i n
1
2
-
i
n
12-in
12-in
1 5 -i n
12-in
12-in 15-in
1
2-in
1 8 -i n
1
5
-i
n
12-in
1
5
-
i
n
1
2
-
i
n
12-in
15-in
12-in
1 2 -in
2 4 -i n
1
8-in
1 8 -i n
1 2 -i n
12-in
12-in
18-in
1
2-in
18-in
12-in
2 4 -i n
1
5
-
i
n
1
2
-
i
n
1
2-in
12-in
12-in
3 0 -i n
1 5 -i n
1 8 -i n
15-in
12-in
1
2
-i
n
15-in
12-in
15-in
1 2 -i n
18-in
1 8 -i n
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
E1 E2 E3
G2
F1
G1
F3
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
"/"/
GoWX
960
950
9 7 096 0950
9 4 0
96 0
95 0
9 5 094 0930
950
940
950
9 4 0
9
6
0
9 5 0
9 4 0
9 3 0
950
9
3
0
9 5 0
940
9 4 0
930
9 4 0
9 6 0
9 4 0 950
950
940
9 6 0
9
7
0
9
7
0
9
7
0
9
7
0
9 7 0 9 6 0
960
9
6
0
9 6 0
960
9 5 0
950
9 5 0950
9 5 0
9 4 0 950
9 4 0
940
9 4 0
9 4 0
940
9 4 0
940
9
3
0
960
93 0
1 2 -i n
1 8 -i n
Q o v e r =3
c f s
VOID19.4 Ac
L a f a y e t t eBay 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
Q o v e r =1 2 c f s
1 2 -i n
12-in
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
E2 E3 E4
G3
F2
G2
F4
G4
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
9 6 0
9 5 0
9
7
0
9
6
0
9
5
0
9
4
0
9 5 0
9 4 0
950
9
4
0
9 7 0960
950940
9 5 0
9 4 0
9 5 0940
9
6
0
9
5
0
9
5
0
9
4
0
9 5 0
9 4 0
940930
9 3 0
9
5
0
9 4 0
9 5 0
9
6
0 9 6 0
9
6
0
950
960
9 5 0
930
9 4 0930
9 4 0
930
9
3
0
9 3 0
930
9 3 0
9 3 0
930
9 3 0
930
L a k eMinneto n k a
0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
E3 E4
G4
F3
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 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 FloodingDepthsNo Flooding0 - 1 foot
1-2 feet
> 2 feet
Pipe (Q / Qcap)< 11 - 22 - 3> 3
M a p D o c u m e n t : H :\O R N O \C 1 3 1 1 4 2 3 6 \G I S \E x h i b i t s \O r o n o _R e s u l t s _M a p b o o k _1 1 x 1 7 _1 0 0 -y r .m x d
D a t e S a v e d : 5 /3 1 /2 0 1 8 1 :0 6 :4 8 P M
R
RR
1 0 2 0
1 0 0 0990
9 7 0
9 6 0
9 8 0
9 6 0950
9 5 0930
9 6 095 0
990
980
9 8 0970980
9 7 0
9
7
0 9 6 0
970960
9 5 0940
950940
1020
1 0 1 0
9 8 0
9 7 0
9 4 0
9 3 0
1
0
1
0
9 8 0
9 7 0
940
960
9 4 0
9 4 0
9
3
0
1020
1 0 1 0 1 0 1 0
1 0 1 0
1000
1
0
0
0
1000
9 8 0
9 8 0
9 8 0
9 8 0
980
9 7 0
970
970
970
9 6 0
9 6 0
960
940
9
4
0
9 4 0 940
940
9
4
0
9 3 0
9 3 0
9 3 0
9 3 0
C B -2 1 31.6 A c
L a k eMinneto n k a
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0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
F1 F2
G2
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
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Page 29 of 32
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Source: City of Orono, H ennepin County, MnDNR, MnDOT,
F1 F2 F3
G1 G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
G2
Page 30 of 32
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Source: City of Orono, H ennepin County, MnDNR, MnDOT,
F2 F3 F4
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SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
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Page 31 of 32
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0 500Feet
Source: City of Orono, H ennepin County, MnDNR, MnDOT,
F3 F4
G3
SURFACE WATERMANAGEMENTPLAN
LOCATION MAP
100-YEAREXISTING CONDITION
May 2018
Legend !I
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Page 32 of 32
City of Orono
Surface Water Management Plan February 2019 52
Appendix C: Modeling Methodology
City of Orono
Surface Water Management Plan February 2019 53
MODELING METHODOLOGY AND MAPPING
1.The general procedure used in the runoff modeling aspects of this analysis has been
performed using the Sanitary and Storm Analysis (SSA) by Autodesk modeling
software. The typical analysis is based on Soil Conservation Service, Technical
Release No. 20 (SCS TR-20). The SCS procedure is based on a standard synthetic
rainfall hydrograph, which is modified by local parameters (i.e., rainfall, soil type,
time to peak flow, etc.) and is widely accepted among drainage engineers across the
United States.
2.For purposes of this report, typical 24-hour rainfall events of 2.87", 4.26” and 7.29”
have been chosen to analyze runoff/development interaction. These events are best
described as those having probabilities of occurring once every 2, 10 and 100 years,
respectively.
3.The probabilities of occurrence do not imply that a 2.87", 4.26” or 7.29” rainfall
cannot occur multiple times within the same year; they simply say that a 2.87"
rainfall will occur on the average once every 2 years, a 4.26" rainfall will occur on
the average once every 10 years and a 7.29” rainfall will occur on the average once
every 100 years. In other words, the 2-year rainfall has a 50 percent chance of
occurring in any given year. Similarly, the 10-year rainfall has a 10 percent chance
of occurring in any given year and the 100-year rainfall has a 1 percent chance of
occurring in any given year.
City of Orono
Surface Water Management Plan February 2019 54
Appendix D: Modeleling Results
SSA Modeling Results – Available Upon Request
City of Orono
Surface Water Management Plan February 2019 55
Appendix E: Capital Improvement Plan
As of: 1 Jun 18
Public Works - Storm Sewer CIP
Project 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038
Storm Watershed Deliniation and Pond Assessments 10,000$10,000$10,000$
Forest Arms Lane (w/road reconstruct)59,720$
Windjammer, Garden Lane Stormawater
(w/road reconstruct)17,000$
West Lafeyete Stormwater (w/road reconstruct)25,800$
Tonka Ave (W/ road reconstruct
E.Lake St. (w/road reconstruct)
Lyric Avenue (w/ Road reconstruct)5,000$
Wildhurst Trail (w/ Road reconstruct)89,000$
Minnetonka Highlands (w/Road reconstruct)28,000$
Old Crystal Bay (6-112) (W/Rd Reconstruction)225,000$
Vine place (w/ Road reconstruct)1,000$
East Long Lake S (w/ Road reconstruct)77,000$
Windjamer (North Arm to End) (w/ Road
reconstruct)7,200$
Lyman Avenue (w/ Road reconstruct)4,600$
Tonkaview Lane (w/ Road reconstruct)9,000$
Chevy Chase Drive (w/ Road reconstruct)17,500$
Casco Circle (w/ Road reconstruct)12,000$
East Navarre Roads (w/ Road reconstruct)20,300$
Kelley Parkway - OCB Rd to StoneBay (w/ Road
reconstruct)7,200$
Dickenson Street (w/ Road reconstruct)5,700$
Glendale Drive (w/ Road reconstruct)3,400$
Orchard Park Road (w/ Road reconstruct)14,200$
Rest Point Lane (w/ Road reconstruct)2,800$
Park Lane (w/ Road reconstruct)2,900$
North Arm Drive (w/ Road reconstruct)29,900$
Willow Dr (Fox-Brown) (w/ Road reconstruct)24,200$
Long Lake Ravine Stabalization (SWMP 7)100,000$
Casco Point Park Outlet (SWMP O-1)58,000$
Casco cove Outlet (SWMP O-2)80,000$
Casco Point Park Bioretension Basin (SWMP CB-1)55,000$
South Casco Point Road Sump (SWMP CB-2)36,000$
Casco cove Bioretatnion Basin (CB-3)57,000$
Chevy Chase Stormwater Improvements (HA-1)69,200$
East Long Lake Road N Improvements (SWMP LL-1)82,000$
Cherry Place Ravine Improvement (SWMP NA-1)23,000$
5-Year CIP Planning Period
As of: 1 Jun 18
Public Works - Storm Sewer CIP
Project 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038
5-Year CIP Planning Period
Surface Water Management Projects 150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$150,000$
Misc Storm Sewer Improvements 157,080$50,000$50,000$167,000$170,340$173,747$177,222$180,766$184,381$188,069$191,831$195,667$199,580$$205,568 $211,735 $218,087 $224,630 $231,368 $238,310 $245,459 $252,823
Pond Cleaning/Maintenance (1/year)50,000$51,500$53,045$54,636$56,275$57,964$59,703$61,494$63,339$65,239$$67,196 $69,212 $71,288 $73,427 $75,629 $77,898 $80,235 $82,642
TMDL Updates 50,000$51,000$52,020$53,060$54,122$55,204$56,308$57,434$58,583$59,755$60,950$62,169$63,412$$65,314 $67,274 $69,292 $71,371 $73,512 $75,717 $77,989 $80,329
Kelly Avenue Drainage Improvements 52,909$
Totals 743,789$449,620$434,920$329,260$480,062$431,996$438,166$444,476$450,928$457,526$464,274$471,174$478,231$488,078$498,220$508,667$519,427$530,510$541,925$553,683$565,793$
City of Orono
Surface Water Management Plan February 2019 56
Appendix F: Water Resources Agreements
Big Island Nature Park Management Plan November 2011
____________________________________________________________________________
1
- BIG ISLAND NATURE PARK MANAGEMENT PLAN -
November 2011
ACKNOWLEDGEMENTS
TABLE OF CONTENTS………………………………………………………………. 1
EXECUTIVE SUMMARY……………………………………………………………. 3
I. INTRODUCTION……………………………………………………………… 5
Park Description
Park Legislative History
Role of Big Island Nature Park in Orono Municipal Park System
Regional Role
Partnership with Minnehaha Creek Watershed District
Mission - Vision - Overall Goal Statements
Planning Process
II. NATURAL RESOURCES ………………………………………..…………… 12
Natural Resource Management Goals
Inventory and analysis:
Climate, topography, geology, soils, hydrology
Wetlands
Vegetation
Wildlife and Fisheries
Endangered, Threatened, and Special Concern Species
Exotic Species
MCWD Conservation Easement
Natural Resource Management Recommendations
III. CULTURAL RESOURCES……………………………………………………. 18
Cultural Resource Management Goals
Establish Veteran‘s Memorial?
Preserve Historic Foundations and Building Site Remnants
Historical Context:
Native Americans, European Settlers: The 1800s
Amusement Park: 1906-1911
Veterans Camp: 1923-2003
Current Cultural Resource Inventory and Analysis
Research Needs and Priorities
Cultural Resource Management Recommendations
IV. INTERPRETIVE AND EDUCATIONAL SERVICES……………………….. 19
Interpretive and Educational Services Goals
Interpretive and Educational Services Recommendations
Big Island Nature Park Management Plan November 2011
____________________________________________________________________________
2
V. RECREATIONAL USE AND VISITOR SERVICES………………………… 21
Recreational Use and Visitor Services Goals
Existing Facilities
Demand for Facilities/Visitor Expectations/Site Limitations
Proposed Facilities Development
Park Use Regulations
Recreational Use and Visitor Services Recommendations
VI. SITE AND FACILITIES MANAGEMENT………………………………….. 26
Site and Facilities Management Goals
Park Boundary and Protected Areas Demarcation
Mapping, Survey Needs
Americans with Disabilities Act (ADA) Requirements
Park Buildings
Transportation Facilities
Docks, Lake Access
Emergency Access by Air
On-site Trail and Walkway System
Motorized Vehicles Policy
Sanitation Facilities
Restroom/Toilet Facilities
Water Supply, Waste Disposal
Refuse
Utilities and Other Infrastructure
Lighting; Emergency Warning Systems; Electrical Systems; Telephone
Site and Facilities Security
Site and Facilities Maintenance
Site and Facilities Management Recommendations
VII. PARTNERSHIPS AND PUBLIC INVOLVEMENT…………………………. 38
Partnerships
Volunteer Opportunities
Tourism
VIII. ADMINISTRATION AND OPERATION………………………………….. 40
Staffing
Funding and Revenue
Enforcement
IX. APPENDICES………………………………………………………………. 42
Appendix A: Park Rules & Regulations
Appendix B: ALTA Survey
Appendix C: Conservation Easement Agreement between City of Orono and
Minnehaha Creek Watershed District
Big Island Nature Park Management Plan November 2011
____________________________________________________________________________
3
EXECUTIVE SUMMARY
Big Island Nature Park includes 56 acres of diverse natural and cultural resources. It provides
ecological and passive recreational benefits for the Lake Minnetonka region and the state. The
Park preserves a diversity of natural resources including maple-basswood forest, wetlands, and
more than 1.4 miles of undeveloped Lake Minnetonka lakeshore. In addition, the cultural
heritage of the park property adds to the uniqueness of this recreational amenity.
This plan documents the planning process and actions taken by the City of Orono and others
during the period 2004-2011 and sets a general direction for the management of Big Island
Nature Park for the future. The goals and policies contained herein reflect what can rightly be
deemed an evolutionary process that has resulted in a management plan directed toward
preservation and maintenance of the site‘s natural features and historical amenities, while
maintaining a minimal level of physical facilities.
The goals of this plan are to:
· Document the background leading to the City‘s acquisition of the site and define for
future City leaders a set of fundamental principles for management of the Park.
· Provide a structure for defining and managing the major natural, cultural, interpretive
and recreation resources of Big Island Nature Park.
· Establish a general long-term management direction for Big Island Nature Park.
To accomplish these goals, the plan has been divided into a number of parts. Part I, the
Introduction, describes the park generally and documents the background of its acquisition;
describes the local and regional roles of Big Island Nature Park; discusses the partnership with
the Minnehaha Creek Watershed District (MCWD); presents long-term mission, vision and
goal statements; and documents the planning process that resulted in this plan.
Part II provides a natural resource inventory and analysis; describes the MCWD Conservation
easement that encompasses the entire property; and presents management goals and
recommendations regarding the Park‘s natural resources.
Part III establishes a framework for future development of a cultural resources inventory and
establishment of management goals and recommendations for the various cultural resources of
the property. This section of the Plan will be further developed as human and financial
resources permit.
Part IV contains goals, objectives and recommendations for implementing and managing
interpretive and educational services for the Park.
Part V includes goals and objectives for recreational use of the Park; provides an inventory of
existing recreational facilities; addresses future recreation needs and potential improvements;
discusses park use regulations; and explores the need to better define and manage visitor
expectations.
Big Island Nature Park Management Plan November 2011
____________________________________________________________________________
4
Part VI discusses site and facilities management, including background on park buildings,
transportation, sanitation, utility and security issues. Future ongoing maintenance expectations
are addressed, and a number of recommendations are presented.
Part VII addresses opportunities for public involvement in the future of Big Island Nature Park,
including partnerships, volunteer opportunities and tourism.
Finally, Part VIII discusses administrative and operational aspects of the park, including the
topics of staffing, funding and revenue, and enforcement of Park regulations.
While this Big Island Nature Park Management Plan establishes the fundamental principles for
management of the Park, it is intended to be a working document that is reviewed and updated
on a regular basis.
Big Island Nature Park Management Plan November 2011
____________________________________________________________________________
5
I. INTRODUCTION
Park Description
Big Island Nature Park consists of 56 acres of upland maple-basswood forest and wetlands on
the east end of Big Island within the lower basin of Lake Minnetonka. The Park is located
adjacent to and directly east of Three Rivers Park District‘s Big Island Regional Park, a 62-acre
wildlife preserve. Big Island is completely within the corporate boundaries of the City of
Orono, and in total is approximately 250 acres in area, of which approximately 50 acres is
wetland. The Island actually consists of two large islands separated by a navigable channel
dredged in the 1890‘s, plus a third, much smaller island known as Mahpiyata Island.
Big Island has been known by a number of names since it was first viewed by white men in
1822. Originally called Cottage Island for the Indian timber shelters found there, it was
informally referred to as Owens Island after Colonel John P. Owens who accompanied
Governor Ramsey on his visit to Lake Minnetonka in 1852. It then became referred to as
Meeker's Island for Judge Bradley B. Meeker who settled there in 1852. W.B. Morse
purchased it in 1854 and for many years thereafter it was known as Morse Island. In 1887 and
1888, two subdivisions to create small parcels were platted, Morse Island Park on the most
southerly point, and Pleasant View on the west end. This resulted in the construction of a
number of individual summer homes. Today, the portions of Big Island that are not
encompassed by Big Island Nature Park and Big Island Regional Park remain in private
ownership, with approximately 50 mostly seasonal lakeshore dwellings dotting the shoreline.
Beginning in 1906, the Twin City Rapid Transit Company developed and operated Big Island
Amusement Park on the east end of the Island, providing transportation via streetcars from
Minneapolis to Excelsior, and by steam-powered ferryboats to Big Island. The Amusement
Park was family-oriented with expansive facilities for picnics, and a 1500-seat music casino
that hosted performances of many well known bands of the time including that of John Philip
Sousa. Other attractions included an aquarium, an aviary, a Ferris wheel and carousel, rowboat
rental, a baseball diamond, a huge roller coaster and other rides. Notable was the 186-foot
central tower at the north end of the grand mall, architecturally mimicking the famous tower in
Seville, Spain, holding the Park‘s water supply and illuminated at night so as to be visible from
nearly all points around the lake.
The Big Island Amusement Park closed abruptly at the end of the 1911 season, likely for
financial reasons. The onset of World War I resulted in its dismantling, leaving a few of the
Spanish-style service buildings intact. In 1923 the property became the Big Island Veterans
Camp, offering camping and other recreational opportunities to Minnesota‘s war veterans. A
large dining hall was constructed on the high central knoll of the site, and a variety of cabins
and campsites were developed. This Veterans Camp remained in operation for more than 8
decades until shortly before its sale to the City of Orono for parkland in 2006.
The Big Island Nature Park property, like much of Lake Minnetonka‘s shoreland, has
undergone a series of transformations over the past century. However, in contrast to the ever-
intensifying nature of the Lake‘s residential development, the Big Island Nature Park property
has experienced gradual reversion back to a substantially undeveloped state with a diversity of
Big Island Nature Park Management Plan November 2011
____________________________________________________________________________
6
significant natural resource features. Remnants of the grandeur of the Big Island Amusement
Park can still be found on the site, including the concrete landing and grand entry portal
stairway near the boat landing, and portions of old foundations hide among the wooded glens.
A few of the Amusement Park‘s original paved pathways that wind throughout the property
continue to serve Island visitors.
Nearly all of the cabins and buildings that were later built to serve the Veterans Camp have
been removed in recent years, leaving just a small structure in place near the main docks to
serve as an entry portal for the Park. Areas that for many decades were mowed as lawns have
been allowed to grow undisturbed.
City acquisition of the Veterans Camp has preserved this unique site as public natural open
space for future generations, rather than allowing it to become privately developed. The Park
is intended to serve a dual role in preservation of a unique natural setting while offering the
public a variety of passive recreational opportunities.
This Management Plan for the Park is intended to balance the needs and desires of the public
for access and use with the realities of extremely limited public services availability due to the
island nature of the property.
Park Legislative History
Big Island was originally surveyed in 1853-54 as part of the Public Land Survey of Hennepin
County. In 1856 brothers John Morse and W. B. Morse purchased the Island, John owning the
west half and William the east half. W. B. Morse platted the southerly portion of his property
as ―Morse Island Park‖ in 1887, creating small cottage lots. The remainder of his property to
the northeast was sold around 1905 to the Minneapolis and St. Paul Suburban Railway
Company, a subsidiary of the Twin Cities Rapid Transit Company (―TCRT‖) which operated
the Big Island Amusement Park on the property beginning in 1906. In 1910 the property was
sold to the White Bear and Minnetonka Navigation Company (―WBMN‖), another subsidiary
of TCRT. The Amusement Park closed in mid-season of 1911 and was eventually dismantled.
In 1923 the Minnesota legislature leased the property for the purposes of creating a memorial
and rest camp for WWI veterans and their families. The property became known as the Big
Island Veterans Camp. In 1947 the legislature appropriated funds to purchase the property
from WBMN, created the Big Island Board of Governors, and deeded the property to the Board
of Governors. In 1979, the District Court ordered that the Board of Governors reconvey the
property to the State of Minnesota. An action by the State legislature in 1985 quit-claimed the
property back to the Board of Governors, subject to the provisions of Minnesota Statutes
197.131-197.133. In April 2004 a majority of the Board of Governors determined that disposal
of the camp would be in the best interests of Minnesota veterans, and made plans to close the
camp and offer it for sale, with the intent to use the proceeds for other veterans needs
throughout Minnesota as required by Statute.
Upon hearing of this action, the Orono City Council immediately appointed former mayor
Gabriel Jabbour to represent the City in discussions with Three Rivers Parks, Hennepin County
and the Department of Veterans Affairs with regards to maintenance of the property in the
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interim and reaching an acceptable outcome for future use of the property. During 2004 and
into 2005, the City put substantial effort into discussions with existing and potential
stakeholders, and concluded that permanent public ownership of the property was of
paramount importance.
A financial package was put together to meet the $5.85 million price tag of the Camp,
including $1.4 million in available City park funds (of which $1 million was a from a generous
donation by Orono resident William Lurton), $1.6 million in Orono HRA Public Project
Revenue Bonds, and a $2 million grant from the State of Minnesota. In early 2005 the
Minnehaha Creek Watershed District agreed to partner with the City by contributing the
remaining $850,000 in exchange for a Conservation Easement over the entire 56-acre property
to preserve its open space and natural character, with 45 acres to remain undeveloped, and
allowing the remaining 11 acres to be developed in a limited manner for generally passive
recreational and educational uses. Purchase of the property was completed in January 2006.
Role of Big Island Nature Park in Orono Municipal Park System
The City of Orono municipal park system includes a variety of park, recreation, open space and
trail facilities totaling approximately 260 acres, in addition to those provided by regional and
state government, the Orono School District, and private enterprise. Orono‘s Mini-parks are
typically less than 2 acres in area, serving their immediate neighborhoods, and providing for
informal recreation, play and relaxation. Neighborhood parks and Community playfields are
somewhat larger, 2-15 acres in area, and include a higher level of facilities for informal as well
as organized recreation. Special Use areas are typically devoted to a single dedicated use, such
as the Orono Golf Course. Orono‘s trail system provides pedestrian and bicycle connections
between other recreational facilities. Finally, Orono‘s Nature & Conservation areas provide
opportunities for passive recreational uses such as nature observation, walking and hiking, and
environmental education.
Big Island Nature Park at 56 acres is the largest of Orono‘s City-owned Nature and
Conservation areas, which in total comprise approximately 170 acres throughout the City. Big
Island Nature Park is uniquely situated to provide for passive recreation activities related to
woods, lakes, and wetlands, and is large enough to accommodate a variety of users without
them ‗bumping into each other‘. The relative inaccessibility of the Park due to its location on
an island surrounded by water presents challenges to development and maintenance of the
property as well as in the provision of services to Park visitors. At the same time, the location
of the park within the largest and most extensively visited recreational lake in the Twin Cities
metro area makes it highly attractive to boaters. Primary amenities of the Park include public
docking facilities, hiking trails, a swimming beach, and areas suitable for picnicking.
Regional Role
Big Island Nature Park has the potential to play a significant role in Twin Cities regional
recreation, being situated within Lake Minnetonka and readily accessible to boaters originating
from any of the fourteen municipalities and the many public access points surrounding the
Lake. Because most of the approximately 130 miles of Lake Minnetonka shoreline is privately
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owned and has been developed residentially or commercially for many decades, public
recreation land abutting the Lake is relatively scarce.
Big Island Nature Park‘s uniqueness lies not only in its accessible location and availability to
the public, but in its storied history as an amusement park and later as a place where military
veterans and their families could come to relax and enjoy the benefits of nature. Generations
of vets and their families have intimate ties to the Park spanning many decades, and its draw
for them lies in its peaceful setting as well as the pure mystique of being on an island and the
memories it holds of days gone by.
The Park also abuts Three Rivers Park District‘s Big Island Regional Park, a 62-acre wildlife
refuge that has remained completely undeveloped. Separated by a narrow peninsula, the
complementary parks share a goal of preserving the woodlands and wetlands that provide
habitat for a wide diversity of animal and plant species.
The cove along the northwestern shore of Big Island Nature Park has become a popular
summer weekend gathering place for boaters from far and wide, who often tie their craft
together in multiple rafts of a dozen or more boats each. There are few if any similar near-
shore locations on Lake Minnetonka where adjacent lakeshore homeowners would not be
affected by the noise of revelers and the bustle of boats coming and going. However, this level
of activity along the shore on summer weekends has the potential to create an atmosphere that
is in stark contrast to the serene natural character of the Park.
Partnership with Minnehaha Creek Watershed District
In addition to its key role in the City‘s acquisition of Big Island Nature Park, The Minnehaha
Creek Watershed District has provided complete and unfailing support of Orono‘s efforts to
improve and manage the Park. Activities aimed at long-term environmental management of
the property have been accomplished primarily via Orono‘s partnership with MCWD, and
could not have been accomplished without that cooperative effort. Not the least of these
activities was the massive shoreline stabilization project in 2008-2009 which involved
shoreline rip-rapping as well as use of vegetative methods for limiting further bluff erosion.
MCWD staff have assisted the City in such diverse ways as creating the Big Island
Recreational Map & Park Rules brochure, and by including a representative from the District
on Orono‘s Big Island Nature Park Committee.
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Mission, Vision & Goal Statements
Mission
The mission of Orono‘s Big Island Nature Park is to provide safe and enjoyable passive
recreational and educational opportunities for visitors while preserving the natural, cultural and
physical resources of the site.
Vision
Big Island Nature Park on Lake Minnetonka is a serene natural refuge on an island surrounded
by an intensely used recreational lake. Accessible only by water, it is characterized by open
and wooded hills, wetland areas, and steep bluffs. Historically, a succession of diverse
recreational uses has been accommodated on the property, and the remnants of those uses add
to the character and mystique of the site. Through mutual collaboration between the City of
Orono and the Minnehaha Creek Watershed District, Big Island Nature Park will be preserved,
maintained and improved as a passive recreational, ecological and educational asset to the
Lake Minnetonka community and its visitors.
Overall Goal for Big Island Nature Park
Achieve an appropriate and responsible balance between the recreational use, protection and
interpretation of the biological, physical and cultural resources of the park.
Park Planning Process
Initial Planning.
In February 2006 a Big Island Park Committee was appointed by the Orono City Council to
assist in formulating an action plan for making the property available for public enjoyment.
The Committee included three members of the City Council; a City Park Commission member;
a former mayor; and a number of City staff. In initial discussions, the committee identified
immediate items of concern, including:
- removal of hazardous buildings;
- refurbishment of remaining buildings (including two picnic pavilions, a toilet building, the
entrance office building, and block storage buildings) to make them functional and vandal-
proof;
- assessment of ADA accessibility for these buildings as well as for docks, bathrooms,
walkways, etc.
- completion of site work needed to protect the natural resources, enhance aesthetics, and
ensure public safety, including grading of pathways, shoreline erosion control, general
debris removal, tree trimming, repair or replacement of fencing, etc.;
- establishment of utility systems functionality, including the well and water system,
protection of existing septic systems, locating and confirming the viability of buried and
overhead lines such as electric service and telephone; and
- coordination of public safety services.
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During 2006 the MCWD Conservation Easement was formally established and mapped. The
City Council authorized expenditures for burying power lines and replacement of the well.
A Hazardous Materials Inventory of the mess hall, cabins, and storage buildings on the
property was completed in preparation for demolition, and the historic significance and value
of the remaining buildings was considered prior to the decisions regarding their removal.
2008 Visioning Process
Orono‘s initial intent in purchasing the property was to keep it available for the public rather
than having it fall into private hands where it would likely have been developed into as many
as 7 or 8 individual recreational homesites. In February 2008 the City involved the Big Island
Committee and the City Council in a visioning process in which a number of questions were
asked of each participant about their perceptions, views and goals for the Park. The list of
questions included the following:
- What do you like about Big Island Park that should be preserved?
- What is unique about the Park (elements, characteristics, natural features)?
- Who uses the Park now and should continue to use it?
- Who else should be using it, or using it more?
- What activities should the Park support?
- What types of activities should not be allowed in the Park?
- What changes to the Park are needed?
- What services should be provided (restrooms, picnic table, docks, trails, interpretive
signage, etc.)?
- What services/amenities/improvements should be provided by other agencies in the
next 10 years?
- Describe what you want the Park to be like in 10 years.
A number of common themes emerged, through which the Big Island Committee formulated a
set of goals for management of the Park, focused on passive recreation in harmony with the
natural environment, and revising the Park‘s name to Big Island Nature Park. These goals are
listed below, and the policies for implementing them are included in the appropriate sections of
this Management Plan.
Big Island Nature Park Management Goals
1. Manage the Park in a manner consistent with its identity as a Natural Passive
Recreation Area
2. Implement environmentally sound and sustainable policies within the Park
3. Improve access to and mobility within the Park
4. Provide the level of recreational and service facilities necessary for safe public use of
the Park while limiting the need for intensive operation and maintenance activity
5. Allow for educational and service opportunities related to the biological, physical and
cultural resources of the Park
6. Promote a passive day-use recreation and natural area identity in the Park reinforced by
the design of facilities and amenities as well as by the establishment of rules and
regulations consistent with that identity
7. Recognize, acknowledge and embrace the special relationship that America‘s military
veterans have with the Park property, and encourage their use of the Park in a manner
consistent with its mission, vision and goals
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Management Plan Development
Orono from the very beginning has embraced the concept that Big Island Nature Park is a
unique natural environment. The site has experienced a number of transitions over the past
century - from being relatively untouched forest in the 1800s, converted to a highly-developed
amusement park in the early 20th century, later becoming a popular camping and vacation area
for veterans, and finally now reverting back to a more natural state. The challenge for the
future is to balance the recreational desires of the public with protection of the natural
environmental values of the property that make it a desirable destination.
This Plan in many respects is the result of a steady progression of directed actions, reactions, and
learning experiences over the 5-year period since Big Island Nature Park was acquired by the
City. The result is a much broader understanding of the opportunities, challenges and
limitations for maintaining this public park in an island setting. The Big Island Nature Park
Committee has met 3-4 times per year to evaluate the ongoing status of the Park, to consider
options for its management, and to provide recommendations to the City Council and staff.
Orono‘s expectations for the Park have changed somewhat from those initially contemplated at
the time it was acquired. When the Veterans Camp ceased operation, the City expressed
concerns about security and maintenance of the property. In the ensuing years, ongoing
vandalism of the basic park facilities caused a careful reconsideration of the level of services
and amenities that can reasonably be provided. Because full-time staffing of the site is not
economically feasible or practical, this Management Plan is directed toward preservation
and maintenance of the site’s natural features and historical amenities, while maintaining
a minimal level of physical facilities. The City‘s commitment remains steadfast to managing
this resource in a manner that supports the provisions of the MCWD Conservation Easement.
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II. NATURAL RESOURCES
This section includes a natural resources inventory and outlines appropriate natural resources
management consistent with protection of the conservation values of the land identified in the
conservation easement held by the Minnehaha Creek Watershed District (―the District‖):
Conservation Values
A. Approximately 7,500 feet of undeveloped lake frontage on Lake Minnetonka, that
helps protect the water quality of the Lake from impacts of non-point source
pollution and provides habitat for flora and fauna. Lake Minnetonka is an
important natural resource and recreation area in the Twin Cities metropolitan area;
B. Approximately 7.59 acres of wetlands providing valuable habitat and also deemed
important by the District for the protection and enhancement of water quality in
Lake Minnetonka;
C. Undeveloped vegetated buffers and uplands, including significant stands of maple-
basswood forest that provide habitat for flora and fauna and protect the property‘s
wetlands from non-point source pollution impacts that could be associated with
future development or other uses of surrounding land including the Protected
Property;
D. A bald eagle nesting site. Bald eagles are considered a Minnesota Special Concern
Species by the Minnesota Department of Natural Resources; and
E. Offers the general public opportunities to experience, appreciate, and learn about
the natural environment through sustainable outdoor recreation and educational
opportunities.
Inventory and Analysis
Regional Context
Big Island is a large island in the Lower Lake portion of Lake Minnetonka. The island is partially
developed, but largely preserved by parks and easements. The District maintains easement rights
over important natural areas on the island. The eastern portion of the island (―the site‖)
covered by the easement is approximately 56.41 acres. The site is owned by the City of Orono
(―the City‖) and is contiguous with the Arthur Allen Wildlife Sanctuary owned by Three
Rivers Park District; other land use on the island is residential and seasonal lakeshore parcels.
West of the site there is an area of regional biodiversity significance on the Three Rivers Park
District property. The plant community on Three Rivers Park District property was identified
by the Department of Natural Resources‘ Minnesota County Biological Survey as sugar maple-
basswood-(bitternut hickory) forest with moderate biodiversity significance. The designation
of moderate significance means the area ―contains occurrences of rare species, moderately
disturbed native plant communities, and/or landscapes that have strong potential for recovery
of native plant communities and characteristic ecological processes.‖
The City of Orono owned site subject to this management plan has a designated natural area
(see ALTA Survey, Appendix B) that contains maple-basswood forest and multiple wetlands.
The forest received a Minnesota Land Cover Classification System (MLCCS) grade B,
indicating a good quality natural community with some evidence of past human impacts and a
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generally low level of exotic species. The two recreational areas are not classified as native
plant communities. These consist of altered/non-native grassland and some impervious
surface. There are steep bluffs on the eastern shoreline of the site.
Climate observations for the region are made at the Minneapolis-St. Paul International Airport,
roughly 20 miles east of the site. The 30-year mean (1971-2000) precipitation is 29.41 inches
per year. The 30-year normal temperature range is 4.3 - 21.9 ºF in January and 63.0 - 83.3 ºF in
July. Upland soils were mapped by the Hennepin County Soil Survey as mostly Lester loam
morainic, 6-12 and 12-18 % slopes, eroded. Wetland soils were classified as Glencoe loam
depressional (hydric). Most maple-basswood forest in the region grows on till plains and
stagnation moraines from the Des Moines Lobe of the Wisconsinan glaciations.
Wetlands
Five wetlands on the site were field assessed as part of the District‘s Functional Assessment of
Wetlands (FAW). Two were given the manage class ―Preserve.‖ The ―preserve‖ designation
was assigned based on wetland functions. The FAW lists the following management goals for
a preserve wetland: ―avoid and preserve wetland if at all possible. No change in wetland
hydrology. No increase in nutrient load.‖ According to the MLCCS, the easternmost basin is a
palustrine open water wetland, about 1.1 acres in size. On the western isthmus there is a 4.9
acre wetland classified as a semi-permanently flooded cattail marsh. The marsh received an
MLCCS quality grade of ―C,‖ indicating a moderate quality natural community with obvious
human impacts, but still recognizable as native plant community. The FAW also recognizes a
lacustrine fringe wetland on the north side of the isthmus, and two small (1/4 to 1/3 acre)
forested ephemeral wetlands.
Vegetation
A limited natural resources inventory was performed by MCWD staff on May 26, 2010. The
recreation areas were dominated by leafy spurge (Euphorbia esula) and non-native grasses.
The maple-basswood forest had a somewhat disturbed ground layer, dominated by upland
sedges and other species tolerant of earthworms and deer browse. The shrub layer and
subcanopy had good diversity and showed evidence of forest regeneration, with young sugar
maple (Acer saccharum), ironwood (Ostrya virginiana), basswood (Tilia americana),
hackberry (Celtis occidentalis), and green ash (Fraxinus pennsylvanica). There were common
buckthorn (Rhamnus cathartica) shrubs and seedlings scattered throughout. The plant
community in the isthmus wetland was cattail marsh, with lake sedge (Carex lacustris) in
shallower areas. There were scattered native forbs, and very little reed canary grass (Phalaris
arundinacea). The open water wetland has a fringe of sedge species with a few patches of
cattails and reed canary grass.
Wildlife and fisheries
State listed special concern species exist on the island. A bald eagle (Haliaeetus
leucocephalus) nest is located in the woodland on the south side of the isthmus. There are also
records of two special concern fish species, pugnose shiners (Notropis anogenus) and least
darters (Etheostoma microperca), near Big Island. There is a record of one special concern
vascular plant species on the island.
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Invasive species
Invasive species were noted during the May 2010 inventory. Common buckthorn was present
in the forest as mature shrubs and seedlings. Leafy spurge was co-dominant with smooth
brome (Bromus inermis) in the recreation areas. Other invasive species were present in smaller
amounts. Some reed canary grass was growing around the wetlands. A few non-native
honeysuckles (Lonicera x bella, other Lonicera spp.) were noted in the forest. Cheatgrass
(Bromus tectorum) was present near the dock envelope.
Natural Resource Goals
The primary goal of the natural resource plan is to protect the five conservation values listed
above. To that end, management objectives for the natural and recreational areas are:
1. Management of maple-basswood forest for native community composition, prevention
of erosion
2. Management of recreation area for reduction in invasive species, prevention of erosion
3. Management of wetland areas for native community composition, prevention of
erosion, no change in hydrology
4. Management of shoreline and bluffs for stabilization and prevention of erosion
5. Management to protect special concern species
Natural Resource Management Recommendations
This section outlines management and maintenance practices that will achieve the management
objectives. Practices are divided into those that protect species of concern, vegetation
restoration and maintenance, and shoreline improvements. Although divided into three areas,
the practices are closely related and good management in one area will benefit the others.
Future discussions will occur to clearly establish responsibility regarding the roles and
responsibilities of the city of Orono and the MCWD in oversight of the Park‘s natural
resources.
Protecting species of concern
Restoration and maintenance activities shall be scheduled to minimize disturbance at the bald
eagle nest. Protection of emergent plants and prevention of erosion/sedimentation on the site
will benefit listed fish species. In order to protect the listed plant and other species, no
collection of native plant material is allowed, with the exception of seed collection for use in
restoration on the site. No disturbance or removal of plants is allowed except for management
activities described herein.
Vegetation maintenance and restoration plan
1. Restoration/establishment techniques and strategies for disturbed areas. Prior to
seeding or planting, a detailed site preparation and planting plan shall be developed or
approved by a qualified restoration ecologist.
Seeding—prairie/woodland edge species are most appropriate in the recreation
areas. Seeding shall take place in spring, early summer, or late fall. Node
seeding is recommended for the recreation areas. This technique was tested at a
Nature Conservancy natural area in Glyndon, MN. Node seeding simulates
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small-scale disturbances, in which native species are broadcast seeded in a
matrix of existing non-native grasses. Node seeding reduces ground
disturbance, leading to less possibility of erosion and less disruption of
recreational use. Node seeding also has significant cost savings over tilling or
herbicide treatment and then broadcast seeding the entire area, and has been
shown to have similar resulting species richness. Detailed specifications are
available in Grygiel et al. 2009.
The seed mix for the recreation area shall be 36-211 (MN state mix for
woodland edge) or similar. Source of origin of seed shall be as close as possible
to the project site, with a maximum distance of 150 miles.
Tree planting—some planting was already completed as part of the 2008/2009
District capital project. Additional planting may be desirable in the recreation
area and in former campsites where there is little or no shrub layer. Plant
material origin shall be as close to the project site as possible. Spacing of plants
shall be planned to achieve target canopy cover of 70 – 90 % in the maple-
basswood forest, and 25 – 50 % for any recreation area plantings.
Recommended species below:
Common Name Species Name
Maple-Basswood Forest Species
Sugar Maple Acer saccharum
Basswood Tilia americana
Hackberry Celtis occidentalis
Ironwood Ostrya virginiana
Bitternut Hickory Carya cordiformis
Recreation Area Species
Bur Oak Quercus macrocarpa
Shrub planting—some shrub planting was previously done in conjunction with
the 2008/2009 capital project. Additional shrub planting may be desirable in
former campsite areas that currently lack a shrub layer. Plants shall be spaced
to achieve a patchy shrub canopy; for example, shrubs could be placed in
groups of 3-5 plants of a single species. Plant material origin shall be as close
to the project site as possible. Recommended species below:
Common Name Species Name
Forest planting
Saskatoon Serviceberry Amelanchier alnifolia
Black Chokeberry Aronia melanocarpa
Pagoda Dogwood Cornus alternifolia
Red-twig Dogwood Cornus stolonifera
Bush Honeysuckle Diervilla lonicera
American Elderberry Sambucus canadensis
Red-berried Elder Sambucus pubens
Barrier along bluff top trails
Prickly Ash Xanthoxylum americanum
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2. Maintenance techniques and strategies. The City is responsible for routine
maintenance of the natural and recreation areas.
No alteration of vegetation is allowed in natural areas except as described herein
for restoration, plant establishment or maintenance.
Herbicide must be applied by certified pesticide applicators, and all applications
must be made according to the herbicide label.
Management of common buckthorn and other woody invasive species is a high
priority, given possible erosion impacts due to shading and suppression of
ground layer vegetation and forest regeneration. Plants larger than pencil-size
in diameter shall be cut and the stumps treated with herbicide to prevent
resprouts. Cut plants with mature berries shall be removed from the site. Any
chipped buckthorn shall not be spread on site. Seedlings and any resprouts shall
be treated with foliar herbicide in autumn after desirable plants have senesced.
Dead trees shall be removed only if diseased or causing a safety hazard.
The recommended management for leafy spurge on the site is biological
control. Flea beetle (Aphthona spp) larvae feed on the roots of leafy spurge, and
are available from Hennepin County Environmental Services. The beetles
mature and can be released in early summer.
Mowing of recreation areas should be conducted in spring before the leafy
spurge goes to seed, to a 4-6‖ mow height. Prescribed fire may be appropriate
for management of non-native cool season grasses in the recreation area. No
burning shall take place between May 15th and Sept 1st in order to protect
nesting animals and beetles released for biological control of leafy spurge.
Shoreline Protection
As part of the 2008/2009 District capital project, 2,725 feet of shoreline and
bluff were stabilized with riprap shoreline protection, live stakes, brush
mattresses, and fascines.
Planting of shrubs and/or vines is recommended for camouflage of riprap near
the dock envelope. Recommended species include:
Common Name Species Name
Riverbank Grape Vitis riparia
Virginia Creeper Parthenocissus quinquefolia
Red Twig Dogwood Cornus stolonifera
Monitoring
An annual report prepared by a qualified restoration ecologist, shall be submitted to the City
and the District. The report shall include:
Description of any management or restoration work performed with date and location
Invasive species present with location and abundance
Location and description of erosion on shorelines, bluffs, and other areas
Non-compliance and other issues
In the first year of monitoring, photo points shall be established and located with GPS, so the
same points can be reassessed in future monitoring reports. If problems needing corrective
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action are found, an action plan shall be submitted. At least every five years, the monitoring
report shall include a more detailed assessment of results of past restoration and management
and recommendations for changes, if results are not as expected. The Natural Resources
section of the Conservation Management Plan shall be reviewed and updated by the City and
the District every 10 years. New information and the results of ongoing monitoring shall
inform the updates to the plan, and management activities and techniques shall be adapted as
conditions change and new data is available.
References
Field Guide to the Native Plant Communities of Minnesota: the Eastern Broadleaf Forest
Province. 2006. MN Department of Natural Resources. St. Paul, MN.
Grygiel, C.E., J.E. Norland, and M.E. Biondini. 2009. Precision Prairie Reconstruction (PPR):
A technique for increasing native forb species richness in an established grass matrix.
Ecological Restoration 27(4):458-466.
Minnesota Climatology Working Group. University of Minnesota.
http://climate.umn.edu/pdf/normals_means_and_extremes/2005_Annual_LCD_MSP_page_3.p
df, accessed June 10, 2010.
Minnesota Department of Agriculture. 2010. Weed Biological Control for Leafy Spurge.
http://www.mda.state.mn.us/en/plants/badplants/leafyspurge2.aspx, accessed June 2010.
Minnesota Department of Natural Resources. 2009. MCBS Site Biodiversity Significance
Ranks. http://www.dnr.state.mn.us/eco/mcbs/biodiversity_guidelines.html, accessed March
2010.
Minnesota Land Cover Classification System, version 5.4. 2004. MN Department of Natural
Resources, Central Region. St. Paul, MN.
Soil Survey Staff, Natural Resources Conservation Service, United States Department of
Agriculture. Soil Survey Geographic (SSURGO) Database for Hennepin County, MN.
Available online at http://soildatamart.nrcs.usda.gov, accessed December, 2008.
US Fish and Wildlife Service. 2007. National bald eagle management guidelines.
http://www.fws.gov/migratorybirds/issues/BaldEagle/NationalBaldEagleManagementGuidelin
es.pdf, accessed December 22, 2008.
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III. CULTURAL RESOURCES
Cultural Resource Management Goals
Goal:
Recognize, acknowledge and embrace the special relationship that America‘s military veterans
have with the Park property, and encourage their use of the Park in a manner consistent with its
mission, vision and goals
Objectives:
● Consider establishment of a Veteran‘s Memorial
● Preserve historically significant foundations and structural remnants from past uses of
the property
Historical Context
Native Americans, European Settlers: The 1800s
(To be developed)
Amusement Park: 1906-1911
(To be developed - See Jim Ogland‘s brochures and other Lake Minnetonka history resources)
Veterans Camp: 1923-2003
(To be developed)
Current Cultural Resource Inventory and Analysis
(To be developed - See Maritime Heritage Minnesota‘s report on archaeological activities as
part of the 2007 Big Island Summer Institute)
Research Needs and Priorities
(To be developed)
Cultural Resource Management Recommendations
(To be developed)
Books and Publications about Big Island
(Listing to be developed)
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IV. INTERPRETIVE AND EDUCATIONAL SERVICES
The purpose of interpretive and educational services is to provide programs, activities and
information resources that work to create a sense of connection with and stewardship for the
natural and cultural heritage of Big Island Nature Park. This can be accomplished by working
with educational institutions, local historical organizations, citizens and various agencies, to
develop informational and educational resources that will enhance the visitor‘s experience by
increasing their understanding, enjoyment and appreciation of the Park‘s natural and cultural
features.
In keeping with the premise that Big Island Nature Park will be managed for the preservation
and maintenance of the site‘s natural features and historical amenities while maintaining a
minimal level of physical facilities, an Interpretive Center is not planned for the Park. This
presents a challenge by limiting the range of potential interpretive tools to those that do not
require an indoor setting, and which require only minimal maintenance.
Big Island Nature Park contains a wealth of natural and cultural features that can provide
unique interpretive and educational opportunities for the benefit of the public. An example is
the Orono Schools‘ Big Island Summer Institute which during each summer from 2006 through
2010 held sessions at the Park. Students were immersed in daily 6-hour sessions where each
week they explored such diverse topics as wetland creatures, outdoor survival skills, fishing
and fish habitat, boating skills, and discovering and interpreting historical elements of the park
and surrounding area. The ability to allow for similar programs relies on the fostering of
activities that are adaptable to a limited-facilities environment.
Interpretive and Educational Services Goals
The following goal and objectives have been developed by the Big Island Nature Park
Committee based on an understanding of the park‘s resources and limitations:
Goal:
Allow for educational and interpretive service opportunities related to the biological, physical
and cultural resources of the Park
Objectives:
● Identify, protect, preserve and interpret sites and areas significant to the history,
archaeology and culture of the Park area
● Develop interpretive tools that focus on the plants, animals, natural communities,
natural features and cultural resources within the Park
● Support and promote interpretive programs and tools for the general public and
organized groups
● Provide opportunities for service projects of mutual benefit to Big Island Nature Park
and volunteer organizations or individuals
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● Encourage volunteer opportunities and promote volunteering that promotes long-term
community stewardship of the Park
● Provide opportunities for input regarding Park management and development from the
public
● Establish a permit system for educational and service activities to ensure that such
activities are consistent with the above goals
Interpretive Services Management Recommendations
1) The City in conjunction with MCWD and other stakeholders should develop an Interpretive
Plan to guide the development of interpretive materials, programs and activities.
2) Consideration should be given to establishing a ‗Friends of Big Island Nature Park‘
volunteer organization that will assist in promoting and providing for interpretive and
educational programs.
3) Because interpretive staffing for the Park is not expected in the foreseeable future, physical
interpretive elements should be developed to be largely self-guiding; for example, trail
maps and interpretive brochures keyed to interpretive trail markers placed at selected
locations of interest.
4) A formal inventory and location survey of important historical, cultural and natural features
within the Park should be developed and maintained as a baseline for future maintenance,
study and interpretation.
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V. RECREATIONAL USE AND VISITOR SERVICES
Recreational Use and Visitor Services Goals
Goal:
Promote a passive day-use recreation and natural area identity in the Park reinforced by the
design of facilities and amenities as well as by the establishment of rules and regulations
consistent with that identity.
Objectives:
● Encourage and support the use of the Park for recreational activities that require little or
no infrastructure
● Promote recreation and enjoyment by individuals and small groups as opposed to large
group special events; limit and manage special events to minimize impact on the Park
and interference with Park users; prohibit all for-profit activity within the park
● Establish appropriate permits and policies for non-profit group and individual use of the
Park within the guidelines established in the MCWD Conservation Easement
● Ensure that the Park and its facilities remain available to all users and are not used
exclusively by any single group or entity
Goal:
Manage the Park in a manner consistent with its identity as a Natural Passive Recreation Area.
Objectives:
● Maintain the Park as a nature and wildlife preserve within the guidelines established in
the Minnehaha Creek Watershed District Conservation Easement while encouraging
and allowing only minimal impact recreational and educational uses
● Provide only facilities and amenities that are compatible with the level of recreational
and educational activities intended for the Park
● Provide an inviting impression of the natural character of the Park by planning and
implementing shoreline and point-of-access improvements, regular maintenance and
provision of tasteful directional or informational signage at strategic locations
● Protect the natural scenic quality of the Park as viewed from internal and external
locations
● Define and constantly reinforce the unique character of the Park with every decision
and communication related to the Park
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Existing Recreation Facilities and Amenities
Docks. Two docks are currently provided at the main entry point of the Park along its
southwesterly shore to allow for boating access. Located at the site of the boat landing that
originally served the Big Island Amusement Park and later the Veterans Camp, they include a
large floating dock suitable to accommodate large craft such as the historic steamer
Minnehaha, and a parallel dock for smaller boats. Bulkhead facilities are in place to allow for
installation of two additional parallel docks if needed in the future.
The docks are intended to be available specifically for boating access, and are not designed or
suited to accommodate fishing, bathing or other activities. Signage was installed in 2009
prohibiting fishing from the docks. Shore fishing is allowed at the Park except within the
designated swimming beach area.
Trails. Visitors enjoy more than 1-1/2 miles of informal trails that wander through woods and
open meadows within the 56-acre Park. Beautiful vistas of Lake Minnetonka are encountered
where the trails traverse the bluffs near the shore. A majority of the trail system is essentially
unimproved, with just a few short segments of deteriorated pavement remaining from the
amusement park era. The trails are not marked, but are easily followed.
Swimming Beach. A natural swimming beach approximately 200 feet in width is located
along the southeasterly shore of the Park. The beach is enjoyed by Park visitors who arrive at
the docks as well as recreational boaters who pull their watercraft up to the shore at or near the
beach. The beach area is not improved, is not attended by a lifeguard, and is posted ―No Life
Guard On Duty‖.
Regulatory Signage. Signage that could be characterized as primarily regulatory in nature was
installed at appropriate locations within the Park in spring 2009, addressing ‗No Fishing from
Dock‘; ‗No Life Guard on Duty‘; ‗No Dumping Allowed‘; and general park rules &
prohibitions.
Demand for Facilities - Visitor Expectations
Big Island Nature Park has been open for public use since 2006. Although no formal visitor
counts have been performed, it has been observed by City staff and others that the number of
visitors is relatively low during weekdays but increases on weekends, especially during periods
of good weather. Special events or activities such as the Orono Schools‘ Big Island Summer
Institute and the Minnehaha Big Island Weekend have brought numerous visitors to the Park
on occasion. Informal use of the swimming beach area by the Lake Minnetonka Sailing School
during weekdays has also resulted in additional use. However, no charter boats have made Big
Island Nature Park a destination point, and the City has not sanctioned Big Island Nature Park
as a port-of-call except for the Minnehaha, the Sailing School, and the Lake Minnetonka Water
Taxi service. Most Park visitors arrive in individual boats. The typical length of stay has not
been studied.
Based on the number and types of inquiries received by City staff regarding Big Island Nature
Park, a significant share of the general public appears to harbor certain expectations for its
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potential uses and amenities. Those expectations include basic sanitation facilities, picnic
facilities including tables and grills, the ability to have bonfires, and opportunities for large
group events. One possible reason for these presumptions may be the mere fact that it is called
a ‗Park‘ and is located in a prominent public location easily accessible via a provided dock.
Additionally, some members of the public may view this as a regional facility that they expect
will provide the type of amenities they would find at a typical Three Rivers Park District or
MnDNR park. Finally, the history of use of the property as a Veterans Camp for more than
eight decades has ingrained into past visitors and their families that this is a campground, with
all the associated recreational features.
There are a number of actual recent examples of how the limited physical facilities provided in
the Park impact potential recreational users:
- During 2009 the operators of the Minnehaha steamboat determined that regular scheduled
visits to the Island would not be feasible due to the lack of toilet facilities on the Island, as their
scheduling would only allow for stops at 4-hour intervals.
- After the south pavilion burned to the ground in January 2011, the City concluded that the
remaining north pavilion building should be removed due to ongoing vandalism. This resulted
in no remaining facility being suitable for the Big Island Summer Institute, and Orono Schools
has discontinued that program.
- The City regularly receives requests to allow weddings and corporate picnic events at the
Park. The lack of sanitation facilities coupled with the provisions of the Conservation
Easement and City prohibitions on alcohol use, sound amplification, open fires, and exclusive
use of facilities, combine to make it infeasible to hold such large group events.
For all the reasons documented in this Management Plan, Big Island Nature Park is not
intended to provide the level of facilities and amenities that some members of the public may
desire. Managing public expectations will continue to be a critical factor in successful
management of Big Island Nature Park.
Proposed Facilities Development
Docks. Bulkheads and concrete aprons are in place to provide for two additional docks at the
main entry point of the Park. The need for installation of additional docks is dependent on
future levels of demand for boat access to the Park.
Installation of a designated fishing dock is not proposed and has not been requested by the
public. Future consideration for a fishing dock must take into consideration a suitable
separation distance from the main entry docks and provisions to eliminate conflicts with
boaters.
Trails. Because the trails are located mainly within the Natural Area defined by the
Conservation Easement, future improvements to the existing trails will be limited to addition of
limestone or crushed gravel in selected areas where necessary to provide a stable walking
surface.
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Potential trail improvements that should be considered and addressed in the future include:
- whether it is feasible or appropriate to extend/improve the trail system westward to
connect with the adjacent Three Rivers Park District‘s Big Island Regional Park
- the potential need to make erosion control improvements where erosion threatens the trail
or where erosion is caused by trail, or to consider relocation of trail segments if necessary
(Boy Scouts, volunteer project potential)
- ongoing monitoring of trail conditions to remove trail impediments due to exposed rocks
and roots or other hazards
- assess the feasibility and requirements for providing handicap accessibility to selected
segments of trail
- review the areas along the trails that provide a scenic overlook of Lake Minnetonka and
determine whether selective tree trimming may enhance those views
Swimming Beach. Because the beach is not manned by lifeguards or otherwise monitored, and
because past and anticipated future users will often arrive by boat and beach their watercraft at
the shore, establishment of a defined swimming area will be considered. Use of ropes and
buoys, signage, or other demarcation methods will be investigated.
Entry ‗Office‘ Structure. The small 256 s.f. building and attached deck near the main entry
dock area has been retained for potential future use as an entry portal to the Park. The building
has been in its current location since 1997-98 and served the veterans Camp as an entry point
for camp visitors. The structure is currently in disrepair. An assessment of this structure will
be required in order to determine its future use and whether it can be suitably renovated and
secured to serve some yet-to-be-determined entry-point function.
Directional and Interpretive Signage. Additional signage contemplated for the Park includes
signage that identifies and interprets various natural and cultural features; trail markers; and
demarcation of the boundary between the Natural Area and the Recreation Area. Directional
signage should be considered, possibly including a simple map of the Park. An assessment of
the need and appropriate format of each of these signage elements should be conducted prior to
any action.
Park Use Regulations
The Orono City Council in June 2010 adopted an ordinance providing special regulations for
Big Island Nature Park. The ordinance is included in its entirety in Appendix A of this
Management Plan. Specific elements of the ordinance include:
- a ―Purpose‖ statement that reflects the intent of the Park as a natural area for passive
recreation and resource preservation
- provisions regarding park hours, requiring permits for special events, prohibiting exclusive
use of site or facilities
- prohibitions on alcohol, gambling, littering, glass containers, dangerous weapons,
fireworks, open fires (but portable propane grills allowed), commercial activity, sign
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posting, sound amplification, motorized vehicles and bicycles, engine-powered models and
toys, overnight camping, etc.
- limitations on animals and pets, hunting & fishing, etc.
- prohibitions on vandalism, disturbance of natural resources, interference with Park property
(much of this is from the Conservation Easement language)
- enforcement provisions
With regard to formal or large group events, the ordinance specifically prohibits the reservation
or designation of facilities for exclusive use by any individual group or organization. Removal
of nearly all buildings on the property has reduced the likelihood of requests for exclusive use;
however, special events, private events or large assemblies that meet certain criteria established
by City Code will be required to obtain a Special Event Permit.
Recreational Use and Visitor Services Recommendations
1) An assessment of the need for additional public boat docks in the future should be based on
actual visitor counts and usage patterns in the Park. The existing concrete bulkheads
should remain in place to allow for easy installation if a determination is made to add
docks.
2) Consideration should be given to the installation of a dedicated seasonal fishing dock.
3) The existing trail system should be reviewed to determine whether and at what locations
improvements or modifications may be necessary to increase connectivity, improve safety,
manage erosion, and allow for enhanced handicap accessibility.
4) Methods and advisability of marking the beach and swimming areas to avoid user conflicts
should be considered.
5) An assessment of the physical condition and potential uses of the existing entry portal
building should be conducted to determine whether that structure should be renovated or
removed. Absent that entry building, a kiosk or some method should be employed to
provide visitors information about the Park near the main docks.
6) Active recreational facilities such as playground equipment, sports fields and the like are
not appropriate in the context of Big Island Nature Park and should not be considered.
7) Because informal picnicking is one of the intended uses of the Park, consideration should
be given to the development and maintenance of grassy picnic sites within the defined
Recreation Area, but the provision of benches or picnic tables should be avoided unless
they can be made vandal-proof.
8) Interpretive, directional and regulatory signage should be developed and installed
throughout the Park at appropriate locations. Signage should be consistent in style to create
a sense of uniformity and cohesiveness to the Park.
9) A methodology and ongoing program should be established for identifying who is using the
Park, how they are using it, what areas receive the most use, and to identify the goals and
expectations of visitors. This information will be valuable in future management and
planning for the Park.
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VI. SITE AND FACILITIES MANAGEMENT
Site and Facilities Management Goals
Goal:
Improve access to and mobility within the Park
Objectives:
● Provide docks and landing areas to allow for public access by boat
● Manage pedestrian pathways to respect the natural character of the Park
● Identify areas of the Park that will be made accessible to the disabled, and provide the
minimum level of paved or hard surfaces necessary for the provision of disabled
accessibility
● Establish, post and publicize Park hours, rules, limitations, etc.
Goal:
Provide the level of recreational and service facilities necessary for safe public use of the Park
while limiting the need for intensive operation and maintenance activity
Objectives:
● Develop a set of design, maintenance and operation guidelines
● Develop partnerships for maintenance and operation of the Park
● Identify specific approaches to address resource protection within the operation and
maintenance programs
● Establish an emergency helipad location
● Eliminate or avoid introducing attractive nuisances that will be used for unintended and
unwanted purposes
Park Boundary and Protected Areas Demarcation
The Park property currently exists as three separate abutting tax parcels. The northerly 6-acre
parcel, PINS #14-117-23 34 0001 is within the Minnetonka School District (276). The central
46-acre parcel, PINS #23-117-23 21 0001, and the westerly 5-acre parcel, PINS #23-117-23 22
0001, are within the Orono School District (278).
Park external boundaries are primarily defined by the shoreline, with the exception of the
westerly boundary which is within the narrow neck of land abutting the Three Rivers Park
District‘s Big Island Regional Park property. The need for park boundary signage along the
shoreline should be considered. Such signage at the westerly land terminus of the property
would be appropriate.
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Two management zones have been designated within the Park - a Recreation Area and a
Natural Area, with differing characteristics in terms of allowed uses and maintenance practices.
The need for visually defining the boundary between the Recreation Area and the Natural Area
may become more acute as public use of the Park increases. For the visiting public, low impact
signage along the boundary may be considered; however, other options will be explored if and
when the need arises. It is incumbent upon the City to ensure that its employees and agents can
readily identify the limits beyond which certain maintenance practices may not be employed.
At this time there are no plans to expand the Park via acquisition of additional property. The
only abutting property is owned by Three Rivers Park District as part of its Big Island Regional
Park.
Mapping, Survey Needs
An ALTA/ACSM Land Title Survey of the property was completed for the Minnehaha Creek
Watershed District in 2006 to facilitate and document the elements of the Conservation
Easement. The survey includes 2-foot contour topography, delineated wetland boundaries, and
floodplain boundaries, as well as the location of then-existing buildings and structures, walking
trails, surface evidence of utility lines, and other man-made features.
Electrical wiring was buried in 2009(?) but has not been accurately mapped. Other buried
infrastructure includes remnants of a water distribution system which is currently not in service
and not mapped; and septic system components, also not in service, for which fairly detailed
design and location data is available but not surveyed.
Americans with Disabilities Act (ADA) Requirements
(To be researched and addressed)
Buildings
At the time of City acquisition the site contained 13 buildings and one house trailer in various
states of repair, depicted and numbered on the ALTA survey, as follows:
1) South hill picnic shelter - wood frame, 30‘x50‘
2) South hill toilet building - wood frame, 12‘x12‘
3) Northwest picnic shelter/toilet building - wood frame, 30‘x75‘
4) Entrance office building - wood frame, 10‘x10‘
5) Storage building - concrete block, 30‘x28‘
6) Storage building - concrete block, 24‘x26‘
7) Storage building - concrete block, 22‘x24‘
8) Shed - wood frame, 16‘x16‘
9) Main dining hall - wood frame, 90‘x100‘
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10) Cabin - wood frame, 20‘x20‘
11) Cabin - wood frame, 24‘x24‘
12) Cabin - wood frame, 16‘x18‘
(13) Storage building - 20‘x20‘ (depicted on ALTA survey but not numbered)
(14) A 12‘x36‘ trailer house was also located adjacent to building (8)
Status of Buildings
The City determined shortly after purchasing the property that some existing buildings would
be removed while others would be retained and renovated. Buildings intended to remain on
the site included the two picnic shelters, the south hill toilet building, and the small office
building at the entrance (Buildings 1, 2, 3 and 4) as well as one of the north hill cabins (12).
Two of the block buildings (6 and 7) were also considered for retention. Hazardous materials
surveys for the buildings to be removed were conducted by Peer Engineering in 2006. These
buildings were subsequently demolished as noted in the following table:
ALTA
Map #
Building Description Year
Demolished
5 Block Storage Building 2006
8 Shed 2006
9 Main Dining Hall - The premier building on the site was the main dining
hall which was originally constructed in the 1920s, but by the late 1990s
had fallen into severe disrepair, and consequently had been boarded up
and unused for a number of years prior to the City purchase. At the time
of acquisition, there was some discussion regarding attempting to save the
structure, but the cost of refurbishing it for public use was prohibitive,
and retaining it ―as-is‖ was a liability from a safety perspective. After
completion of a hazardous materials survey by Peer Engineering, the
dining hall was razed in June 2006. The site was graded to match the
surrounding topography.
2006
10 Cabin 2006
11 Cabin 2006
(13) Storage Building 2006
(14) Caretaker Trailer 2011
The remaining buildings were initially kept as-is or renovated to the extent needed to make
them functional for continued use. In the ensuing years, various factors resulted in removal of
most of these structures. Following is a summary of the current status of each of the buildings
originally intended to remain:
South Hill Picnic Shelter (1). (Destroyed by fire 2011) This building was intended to be
retained. It served as the base of operation for the Orono Schools Big Island Summer
Institute during 2006-2010. It suffered roof damage from a storm in July 2008 which was
subsequently repaired. On January 27, 2011 the shelter burned to the ground in what was
deemed to be an arson fire.
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South Toilet Building (2). (Demolished 2008) The building was renovated as necessary to
make it functional in 2006. In summer 2008 the facility was vandalized and sanitary
fixtures were destroyed. The Big Island Committee in August 2008 concluded that due to
the City‘s lack of ability to ensure the security of the facility, the toilet building should be
demolished as it had no further function and would become an attractive nuisance. The
septic system is still intact should a future decision be made to build a new facility.
Northwest Picnic Shelter/Toilet Building (3). (Demolished 2011) Intended to remain in
use, this structure was renovated in 2006 to make it functional. However, vandalism to the
toilet facilities during the winter of 2007-8 convinced the City to consider actions to
‗armor‘ the building by replacing existing wood frame walls with concrete block walls and
secure lockable doors. Building materials were delivered in March 2008 before ice-out,
with actual renovation expected later that year. Continuing vandalism in 2008 destroyed
virtually all fixtures within the building before actual construction was begun. The
Committee reviewed the alternatives and concluded that even if the sanitary facilities were
reconstructed in a bunker-like fashion, vandalism was likely to continue. In August 2008
the construction was called off, after the conclusion was reached that efforts to continue to
provide sanitary facilities would be futile. The building subsequently remained unlocked
and minimally functional for public picnic use, with no sanitary facilities in place. In
January 2011 additional vandalism destroyed the remaining sanitary fixtures in the
building. The inability to secure this building made it an attractive nuisance, and upon
recommendation of the Committee, the City Council in February 2011 ordered it razed.
Entrance Office (4). This 16‘ x 16‘ building with its 300 s.f. attached deck is the only
structure remaining on the property. Moved to its current location in 1997-98, it is currently
in disrepair with windows broken and door non-functional. To be usable for its intended
purpose as an entry point to the Park will require substantial renovation.
Block Storage Buildings (6 and 7). (Demolished 2011) The Big Island Committee in
November 2011 noted that these two buildings were in complete disrepair, could not be
economically renovated to provide for secure storage, and had no intrinsic historic value,
and recommended that they be demolished.
North Hill Cabin (12). (Demolished 2011) This was initially intended to serve as an
example of the type of cabins used by the veterans when they operated the camp. In
reviewing the status of all buildings on the site after the 2011 shelter fire, the Committee
concluded that this cabin was in a condition such that it could not reasonably be secured
from future vandalism and was likely to become a liability if allowed to remain in place.
The Committee subsequently recommended its removal.
The 2011 fire that destroyed the south picnic shelter was perhaps ―the straw that broke the
camel‘s back‖ in the City‘s attempts to maintain buildings and infrastructure on the Park
property. The history of vandalism to the Park property had time and again been discussed by
the Committee over the prior three years, and had gradually resulted in a consensus that
maintaining structural facilities at the Park was no longer a reasonable expectation. The costs
of repairing, replacing and providing security for the structural elements of the park were seen
as outweighing their value to the public. Removing the structures would be consistent with the
City‘s vision of Big Island Nature Park as a passive natural recreation area. The Committee
recommendation in February 2011 to remove all remaining structures save for the entrance
office was not reached lightly, and was tempered by the fact that significant efforts had been
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made by the City over the previous 5 years to retain and make appropriate use of the existing
facilities, but it appeared to be a losing proposition.
In addition, the Committee recommended that the electrical transformer be removed and
electrical lines be deactivated and abandoned. The Committee also concluded that no purpose
would be served by maintaining the well and septic systems on the site.
Transportation Facilities
It is the intent of the City of Orono to provide public accessibility to Big Island Nature Park.
The Park is part of an island completely surrounded by Lake Minnetonka, and as such can only
be accessed by water or air. Bridges to the mainland do not exist and are neither intended nor
proposed. The Park is not large enough to accommodate landing facilities for fixed-wing
aircraft, and provision of facilities for public access by helicopter other than for emergency
services would be in conflict with the intent of the Park and the provisions of the Conservation
Easement. Therefore, the primary access to the Park is via watercraft during the spring,
summer and fall seasons. Access to the perimeter of the Park via motorized vehicles during the
winter when the lake is frozen is feasible, but use of motorized vehicles within the Park
property is prohibited.
Docks, Lake Access
Access to the Park via watercraft will be accommodated via the use of public docks installed
on a seasonal basis at designated locations. At certain locations along the shoreline of the park
where lake bottom conditions are suitable, beaching of watercraft will be allowed. It should be
determined whether such locations should be identified by signage, and whether there are
locations where such use should be prohibited.
Existing Docks. During 2006-2007, a floating dock on loan from Minnetonka Portable
Dredging was installed at the property to accommodate the ongoing work at the Park as well as
recreational visitors. The City at that time determined it would be appropriate to provide
dockage suitable for use by the steamer Minnehaha.
In early 2008 the City surveyed the shoreline at the landing site and processed a variance
application for installation of 4 concrete bulkheads to which floating docks with ramps could
be attached. The bulkheads and the main dock and pilings (plus a smaller ancillary dock) were
installed in spring 2008, and the initial visit to the Park by the Minnehaha occurred on June 25,
2008. In 2009 the City installed a second large floating dock. Although bulkheads have been
installed to accommodate as many as 4 docks, it is undetermined at this time whether more
than two docks are necessary. Signage was added to the docks in 2009 prohibiting fishing
from the docks.
Dock Storage. Winter storage for the docks has been handled by floating them to a protected
cove southeast of the landing area. During the spring of 2010 the docks were unleashed from
their winter mooring by vandals and only because of favorable prevailing winds they did not
end up floating around the bay. The City should investigate whether suitable alternatives exist
for winter storage of the docks to avoid this issue in the future.
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Dock Maintenance. Installation of docks and tie-up posts will occur in the spring, and removal
of docks and posts in the fall to a suitable winter storage location. Necessary repairs and
maintenance of the docks and their associated land-based bulkheads, signage, etc. will be
reviewed and completed on as as-needed basis. Dock installation and maintenance will be one
of the primary ongoing costs associated with operation of the Park.
Emergency Access by Air
An emergency helicopter landing zone has been established directly north of the main dock
area at the south end of the Park. Emergency service providers have been advised of the GPS
coordinates of the site, and power lines have been buried to eliminate overhead lines as a
hazard.
Trail and Walkway System
Pedestrian access within the Park is primarily via unimproved trails and a few areas of
deteriorated asphalt or concrete walkways, in some instances being the remains of the
promenades that served the Big Island Amusement Park a century ago. The locations of the
major trails were mapped on the 2006 ALTA survey.
Existing Trails. Approximately 1.7 miles of informal trails wind throughout the Park, most of
which are unmarked but are readily identifiable by worn pathways. A majority of the trail
system has not been improved other than occasional removal of overhanging branches or
downed trees blocking the pathways. While the remnants of former paved walkways are
generally located on gentle grades, the unpaved trails follow the existing topography and have
not been graded. As a result, there are sections of informal trail that are relatively steep and
winding, accessible to pedestrian travel but not suited for wheelchairs. In addition, a few
sections of these trails have been eroded or are fairly near bluff areas, and may require future
attention to maintain accessibility or ensure their continued usability. Along the southeast
shore a section of the trail crosses a small drainageway which incorporates a culvert that will
have to be maintained on a regular basis.
Proposed Trail Improvements. One of the primary goals for Big Island Nature Park is to
improve access to and mobility within the Park. Because motorized vehicles and bicycles are
not allowed on the property, the primary need for trails is for pedestrian access. To that extent,
the existing trail system generally provides pedestrian access to all portions of the Park
property; therefore, construction of additional trails is not warranted at this time.
Wheelchair accessibility via the existing trails is severely limited because only short segments
of trail, mostly near the boat landing, are paved. Most of the paved sections are very old and in
poor condition.
A majority (80%) of the existing trail system is within the Natural Area as defined in the
MCWD Conservation Easement, and is subject to certain restrictions that limit the degree of
repair or improvement that is allowed. The Easement allows unpaved paths or foot trails to be
established and maintained in the Natural Area for non-motorized recreational uses in a manner
that does not negatively impact the conservation values of the Park. Selected trails may be
constructed of crushed limestone or similar all weather surface capable of supporting
handicapped access. As existing paved trails deteriorate, the existing surface materials are
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allowed to be replaced with nonbituminous materials such as crushed limestone or similar all
weather surface capable of supporting handicapped access.
The Conservation Easement allowed the existing partial concrete sidewalk/trail leading from
the dock area up a steep slope to the south hill picnic shelter building, to be reconstructed
and/or expanded within the existing trail corridor with concrete or similar material to prevent
erosion on the steep slope and/or to provide handicap access to the pavilion building. Since that
pavilion has been removed, the basis for trail reconstruction with bituminous or concrete
materials may no longer exist.
The portion of the trail system (20%) within the defined Recreation Area is subject to a
somewhat less restrictive set of limitations. Existing trails may be maintained or improved but
may not be widened, lengthened, or relocated without the prior written approval of the MCWD.
Additional unpaved paths or foot trails may be established in the Recreation Area for recreational
uses.
Installation of benches or picnic tables along the trails is not anticipated due to maintenance
and vandalism concerns.
Motorized Vehicles Policy
While motorized vehicles (automobiles, 4-wheelers, snowmobiles, etc.) are generally unable to
directly access the Park during ice-free months, winter frozen lake conditions make the
property readily accessible to automobiles as well as snowmobiles and other recreational
conveyances. This accessibility is problematic in that, although the vestiges of old concrete or
asphalt walkways remain, there are no paved roads or designated snowmobile trails in the Park.
The topography and wooded character of the park are natural features which tend to be
attractive to motorized recreational vehicle users.
Uncontrolled use of motor vehicles within the park
property could be expected to have severe detrimental
effects on the natural features intended to be protected
via the Conservation Easement.
For these reasons, operation of motorized vehicles
within the park property must be curtailed to the
greatest extent possible. Upon acquisition of the
property as parkland, the Big Island Nature Park
became subject to Orono‘s general park ordinances,
which have prohibited the use of motorized vehicles
for many decades. Additionally, the regulations
adopted by the City Council specifically for Big
Island Nature Park via City Ordinance No. 74, 3rd
Series on June 28, 2010 prohibit the operation and use
of motorized vehicles in the park, with the exception that the City or its designees may utilize
such vehicles as necessary for park operations, maintenance, emergency vehicles or handicap
accessibility.
Despite ordinances that prohibit motorized vehicles, ongoing vandalism activity suggests that
motorized vehicles provide a level of winter access that enables such activity to occur
The use of motorized vehicles on all
platted streets on Big Island was
prohibited by an action of the City
Council in 1971, based on the inability
of the City to provide adequate police to
protect the public safety; the lack of
ability for Orono to maintain and plow
roads; and the lack of need of the public
to use motorized vehicles on the island.
While signage warning of this
prohibition was subsequently placed on
the platted rights-of-way on the island,
the action was never documented by a
formal resolution of the Council nor was
it codified as a City ordinance. The
action also did not prohibit use of motor
vehicles on private property.
Big Island Nature Park Management Plan November 2011
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33
relatively unhindered. The 8,000 feet of shoreline provide many locations where vehicles are
able to access the property from the Lake. Erection of a barrier along the shoreline sufficient
to deter vehicular access would be cost-prohibitive. Limited financial resources make it
impossible for the City to provide a level of police presence sufficient to discourage all
motorized vehicle activity. Even with the assistance of the Hennepin County Sherriff‘s Water
Patrol and MnDNR Conservation Officers, the Park cannot be under constant monitoring.
Options for discouraging innocent as well as ill-intended motorized vehicle activity in the Park
should be investigated, and may include use of one or more of the following:
- Public education via local media
- Additional signage along the park perimeter
- Establishment and publication of steep penalties for violations
Sanitation Facilities
Big Island Nature Park is not served by municipal sewer or water services, as these utilities
have never been extended to any properties on Big Island from either of the two adjacent cities
from which such service might originate. The high cost of installing sewer or water lines
beneath the lake bed, the relatively few properties that could be assessed for those costs, and
the difficulty of maintaining such facilities without service vehicle access, are factors which
make such installation financially impractical.
Sanitation facilities in the Park at the time of City acquisition included a 6‖ diameter, 376‘
deep water well terminating in Jordan sandstone; water distribution system to a number of
buildings; and two functional septic systems, one constructed in 1991 serving the shelter/toilet
building northwest of the dock area with a design capacity of 1250 gallons per day, and a
second constructed in 1999 serving the south hill toilet building with a design capacity of 1260
gallons per day.
The existing well was sealed in 2006 and a new 4‖ diameter, 143‘ deep well terminating in
gray sand was drilled in 2006 to replace it. The new well is located adjacent to the former site
of the northwest picnic shelter building. This well was initially connected to an existing
underground water distribution system which in 2006 was revised to serve just the northwest
picnic shelter, the south hill toilet building, and the caretaker‘s cabin. However, at the time the
south hill toilet building was razed, all water distribution lines were removed except for the
direct connection to the adjacent shelter toilets. In 2010 the well was shut off due to damage to
the shelter toilet facilities from vandalism. A final determination as to the future of the well
has not been determined. The options are to maintain it in a functional condition, which would
require electrical functionality and a secure structure to house the pressure tank; obtain a well
maintenance permit from the Minnesota Department of Health but not keep the well in service;
or properly abandon it.
The two septic systems on the property each include septic tanks discharging to gravelless
trench drainfield systems. While at this time the systems remain intact and are assumed to be
suitable for continued use should they be needed in the future, the tanks will have to be
inspected, pumped, and a determination made as to whether they should be filled with sand and
abandoned in place.
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34
Utilities and Other Infrastructure
At the time the remaining buildings were demolished in 2011 a determination was made to
deactivate the electrical lines serving the property. The main line serving the property was
deactivated in March 2011 and the electric meter returned to Xcel. There is no electrical
service to the Park at this time. Electrical service could be reestablished in the future if
necessary. The property is not served by telephone service, natural gas, or cable television.
Site and Facilities Security
Buildings. The City initially intended to permanently retain the two main pavilions or park
shelter buildings, the toilet building on the south hill, one or two storage buildings, and the
small entrance building by the docks. By 2007 these basic facilities had been placed in
serviceable condition, the north pavilion and its toilet facility were operational, the south toilet
building had functional facilities, and the south pavilion was serving the Big Island Institute as
a base of operation.
Unfortunately, during the winter of 2007-8 the Park facilities began to experience what was to
become ongoing vandalism. The toilet facilities in the north pavilion were ransacked in 2008,
and the City made plans to ‗armor‘ that portion of the building by replacing the wood frame
walls with concrete blocks and an impenetrable doorway system. Before that work could be
commenced, the south toilet building was trashed. After many debates over the long-term
feasibility of maintaining sanitary facilities at the Park, the City eventually determined that
provision of permanent toilet facilities was no longer a possibility, and the potential for use of
portable toilets was seen as an open invitation to vandalism and not advisable. All toilet
facilities were subsequently removed, and the south toilet building demolished.
The feasibility of maintaining the remaining buildings continued to be a constant concern. The
entry building near the docks had its windows broken; the pavilions were left open to
discourage vandalism. Over the winter of 2009-10, picnic tables on the property were dragged
out onto the lake, where they became a hazard and had to be retrieved. Many other tables have
disappeared over the years.
The fire that destroyed the south shelter in 2011 resulted in decisions to remove all remaining
buildings at the park, with the exception of the small office structure near the docks. That
building is not currently secured, and its future use as an entry portal to the Park remains to be
established.
An additional item of concern has been how to preserve historical man-made and architectural
elements remaining on the property. The most visually prominent remnant is the promenade
staircase near the docks, the original entryway to the Amusement Park constructed more than a
century ago. The concrete staircase is deteriorating badly due in part to vandalism by vehicles
as well as the ravages of time. Future discussions are expected to consider whether and how
this should be restored.
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35
Fencing. The only area of the Park that has fencing is at the bluff on the south hill. Bluff
erosion over many decades left the original fence at the precipice rather than setting some
distance back from it. Through efforts of the Minnehaha Creek Watershed District the bluff
underwent a vegetative restoration program in 2009-10 which is expected to minimize future
erosion. In 2010 the City replaced the fence at the top of the bluff with a higher fence set back
10-15‘ from the edge to enhance safety for park visitors.
Signage. In 2009 the City erected a variety of regulatory signs on the property, primarily at the
two entry points. These signs are intended to inform visitors of Park rules. In the spring of
2010 it was found that many of the signs installed the previous year had been vandalized or
pulled out of the ground (along with their concrete bases) likely by chaining or roping them to
a snowmobile or other vehicle. These signs are being re-installed with more substantial
footings with a goal of avoiding this problem in the future. Future interpretive signage for the
Park will be considered as the Management Plan is implemented.
Grounds Maintenance. After the initial cleanup of the property which was ongoing into 2008,
grounds maintenance has included minor clearing of brush encroaching the trails, removal of
selected dead trees, and occasional mowing of the main promenade area that is not within the
Conservation Easement. The City in 2009 hired a part-time Community Service Officer (CSO)
to provide an authoritative presence on the Island during peak visitor times and assist in
necessary ongoing maintenance, trash removal, etc. The City also purchased a boat for
transporting the CSO to and from the Island. While having a CSO at the Park was generally a
positive experience, the value of continuing this practice for future years was reconsidered
after the 2009 season, given that there was not enough activity to justify that position, and no
CSO was hired for the 2010 or 2011 seasons.
At the current time there is no dedicated maintenance shop or equipment storage facility on the
property. All maintenance equipment and supplies must be brought in and removed by boat or
barge, which results in increased maintenance costs and added man-hours. Consideration
should be given to the provision of a securable storage unit on site, such as a small steel cargo
container.
Ongoing Site and Facilities Maintenance
Big Island Nature Park requires a variety of ongoing maintenance activities in order to ensure
public accessibility and safety as well as to enhance visitors‘ recreational experience. These
activities include but are not limited to:
- Annual installation of docks and pilings in the spring
- Ongoing monitoring of dock condition, addressing maintenance issues as needed
- Removal of docks/pilings in the fall and providing for their winter storage
- General trash cleanup on at least a weekly basis or more often as necessary during the
boating season
- Mowing specified areas on a weekly or as-needed basis
- Trail maintenance
- Trimming or removal of hazardous trees within the parameters of the Conservation
Easement
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36
- Cleanup after storms
- Maintenance of any beach facilities provided, such as buoys or signage
- Maintenance of general signage throughout the Park
- Potential buckthorn and poison ivy management (to be determined)
- Maintenance of office structure near docks - painting, repair as needed, etc.
- Water well maintenance (per future determination)
- Shoreline and inland erosion control as necessary
- Other undefined maintenance
Site and Facilities Management Recommendations
1) An assessment of the need for Park boundary signage should be made - along the
western land boundary with Big Island Regional Park, and along the shoreline.
2) A system of demarcating the boundary between the Recreation Area and the Natural
Area should be devised to ensure employees and agents of the City can readily identify
the limits beyond which certain maintenance practices may not be employed.
3) A determination should be made regarding whether ADA requirements are applicable
for maintenance of existing facilities and for facility improvements.
4) The existing well and septic system should be assessed for potential future use, and
either properly abandoned or made safe and secure until they are needed in the future.
5) The potential locations around the Park perimeter where boats are likely to be beached
should be identified and assessed as to appropriateness for that use; signage prohibiting
beaching should be considered at locations where beaching would not be appropriate.
6) Park usage levels and dock access demand should be monitored on an ongoing basis to
determine when or whether additional docks should be installed.
7) Consideration should be given to whether the current method of winter storage of docks
is acceptable or if alternatives exist.
8) Existing trail conditions should be regularly monitored and appropriate actions taken to
maintain trail accessibility and ensure their continued usability. Where necessary and
where allowed by the Conservation Easement, trails should be provided with
appropriate surface materials to allow for continued safe usage.
9) Installation of benches or picnic table is not anticipated due to maintenance and
vandalism concerns; any benches or tables installed should be constructed in a manner
that minimizes the potential for vandalism.
10) Options for discouraging motorized vehicle activity in the Park should be investigated
and implemented, such as public education via local media, additional signage along
the park perimeter, establishment and publication of steep penalties for violations, or
other methods.
11) Restoration of the concrete promenade entry staircase near the docks should be
considered, taking into account its historic value as well as its relationship to the current
intent for use of the Park.
Big Island Nature Park Management Plan November 2011
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37
12) Consideration should be given to the provision of a securable storage unit on site, such
as a small steel cargo container, for storage of maintenance equipment and supplies.
13) The City should establish a budget for ongoing maintenance and improvements of Big
Island Nature Park, and formally establish staff responsibility for ensuring performance
of all necessary management and maintenance activities.
14) The City should not rely strictly on volunteer efforts for general maintenance activities
such as trash removal, etc.
Acknowledgement
Former Orono Mayor Gabriel Jabbour coordinated the initial cleanup efforts at the time Big
Island Park was acquired by the City, and with the assistance of many volunteers completed
new well and water systems, refurbished restroom
facilities, removed unsafe structures and equipment, and
removed many tons of general debris. The amount of
debris accumulated throughout the 57-acre property over
many decades was far in excess of that anticipated. Care
was taken to avoid disturbance of the natural amenities of
the site during demolition and debris removal. The
significant contributions of volunteers who donated their
time, talents, effort and equipment toward improving Big
Island Nature Park totaled the equivalent of more than $350,000 in value.
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VII. PARTNERSHIPS AND PUBLIC INVOLVEMENT
Partnerships
Many opportunities exist for partnering with the community to protect, preserve and improve
Big Island Nature Park and enhance the visitor experience. Current partnerships include:
▪ Partnership with the Minnehaha Creek Watershed District (MCWD) to accomplish
acquisition and protection of the Park, including joint management of the Park‘s natural
resources via a Conservation Easement which prohibits activities that could be detrimental
to those resources. Projects in which the MCWD has either coordinated or been involved
include shoreline stabilization using rock rip-rap and native vegetation establishment;
biological control of leafy spurge via flea beetle release in partnership wit h Hennepin
County Environmental Services (HCES); and planning for potential wetland restoration.
▪ Partnering with the Museum of Lake Minnetonka, operators of the historic steamboat
Minnehaha, in providing visitor access to Big Island Nature Park for its grand opening in
June 2008 as well as for additional events.
▪ Working with the Hennepin County Sheriff‘s Water Patrol in providing enhanced
enforcement at the Park.
▪ Lake Minnetonka Conservation District
▪ Minnetonka Portable Dredging
▪ Clean-up crews organized by Gabriel Jabbour
▪ Minnesota Department of Natural Resources
▪ Three Rivers Park District
Volunteer Opportunities
Big Island Nature Park has the potential to provide a number of opportunities for volunteer
projects and community stewardship. At the same time, the remote location of the Park adds a
level of complexity to the coordination of volunteer efforts. Following are general guidelines
for future management of volunteer activities within the Park:
1. Building on the current Big Island support network, formally establish a volunteer
organization (such as ―Friends of Big Island Nature Park‖) with key persons who will assist
the City staff in identifying and coordinating volunteer-appropriate projects.
2. Utilize volunteers and partnerships as much as possible. Their assistance can provide a
valuable service to the park, allowing for projects to be completed that could not be done
by City staff alone, and producing long-term benefits to the Park and its resources.
3. Project assessment and review should be completed by City staff and subject to City
Council and MCWD approval. If a project is not appropriate, staff should work with
volunteers to modify it if possible. Occasionally a project may be turned down due to
limited time, funding, inappropriateness, or other reasons. The City should prepare a list of
suggested or approved volunteer projects.
Big Island Nature Park Management Plan November 2011
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39
4. As part of formalizing a program for use of volunteers, the City should assess the risks and
legal liabilities involved and take appropriate measures.
5. Project coordination, whether by City staff or a volunteer project manager, should include
appropriate direction to volunteers, provision of any special training or background
information to successfully complete the project, and reporting of project status on a
regular basis.
6. The City should consider a Volunteer Recognition Program as an incentive or reward for
volunteer efforts.
7. Special emphasis should be given to involving schools, local civic groups and
environmental organizations in any volunteer programs.
8. The City should not rely strictly on volunteer efforts for general maintenance activities
such as trash removal, etc.
Tourism
As a passive recreation area, Big Island Nature Park can fulfill only a limited level of visitor
needs for a variety of recreational activities. Management of visitor expectations will result in a
better visitor experience and assist in preserving the natural resources of the Park. Other public
and private facilities in the area that can meet the more active recreational needs of Lake
Minnetonka visitors should be promoted. Actions to accomplish this include City staff
recommendation of other facilities, and finding ways of cooperating with operators of those
facilities; cooperating with area chambers and other local tourism groups to promote the Park‘s
amenities; and promotion of the Park‘s features and limitations via Lake Minnetonka marinas
and other lake-related businesses.
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VIII. ADMINISTRATION AND OPERATION
Staffing
Maintenance
The City of Orono owns and manages more than 20 parks and recreation facilities located
throughout the City. Other than the Orono Municipal Golf Course, Orono‘s parks are not
staffed, and park maintenance is performed by the Public Works Department staff or via
private maintenance contracts.
The City of Orono is committed to protecting the Big Island Nature Park‘s natural resources,
providing appropriate recreational and educational opportunities, and ensuring a safe user
experience. The remote location and limited accessibility of Big Island Nature Park, while
being highly attractive to the public, present a variety of operational challenges in fulfilling this
commitment. These challenges include the provision of necessary basic ongoing services such
as litter collection and trash removal, maintenance of grounds and other facilities, and
emergency repairs. While the removal of nearly all Park buildings has significantly reduced
the need for ongoing building maintenance, other maintenance activities generally have been
performed on as-needed basis rather than on a regular schedule.
Additionally, to date the City has relied to a certain extent on volunteer efforts to accomplish
basic maintenance services. However, it is not in the City‘s best interests to continue
indefinitely to rely solely on volunteer efforts. While opportunities for volunteerism should be
encouraged with regard to interpretive programs or specific Park improvement projects,
volunteers should not be relied on for basic Park maintenance. The City should consider
establishment of and provision of budgeting for dedicated staffing to ensure that Big Island
Nature Park continues to be maintained on a regular basis. That staffing could be in the form
of additional part-time or temporary staff, or could simply be a formal assignment or re-
distribution of duties among existing Public Works employees.
Programs/Activities/Projects
Public use of Big Island Nature Park is essentially self-directed by Park visitors, as there are no
programmed activities requiring staffing. The limitations on individual and group activities
imposed by City ordinances and by the Conservation Easement (see Appendices A and C) are
intended to promote passive recreational uses that generally require minimal if any program
staffing. All recreational uses of the Park are expected to be self-sustaining. To the extent that
organized activities are allowed, permitted or organized by the City, short-term program
staffing needs will be dealt with on a case-by-case basis. Programs or projects involving the
use of volunteers will require some level of City coordination and direction.
Funding and Revenue
Big Island Nature Park is operated as an element of the City of Orono park system. The
administration, operation and maintenance costs for the Park are funded from the City‘s
general park maintenance budget. Initial operating and cleanup funding for the Park was
obtained from proceeds of the original bond sale used to purchase the property in 2005. This
Big Island Nature Park Management Plan November 2011
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41
source of funding has in the ensuing years been completely expended. Because there are no
program fees or user fees associated with the Park, the Park generates no revenue.
Operating expenses for the Park have not been separately budgeted in the past, although there
are certain fixed costs that will recur annually, such as dock installation/removal and trash
pickup and removal. The cost of boat rental or owning & maintaining a boat for transportation
to and from the Park must also be factored into the budgeting process for annual operations.
Enforcement
The location of Big Island Nature Park on an island not accessible to land based vehicles
presents a number of unique regulatory challenges. Activity on the property is difficult or
impossible to monitor via normal policing methods. Unless additional equipment and
resources are provided to the Orono Police Department to allow for a regular presence on or
around the Park, the City must rely on partnerships with outside authorities who are regularly
patrolling Lake Minnetonka, such as the Hennepin County Sherriff‘s Water Patrol. Additional
resources may include Minnesota DNR Conservation Officers and Three Rivers Parks Police.
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42
IX. APPENDICES
Appendix A: Park Rules & Regulations
Appendix B: ALTA Survey
Appendix C: Conservation Easement Agreement between City of Orono and
Minnehaha Creek Watershed District
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
N O. 66 10
A RESOLUTION TO PARTNER WITH OTHER INTERGOVERNMENTAL AGENCIES TO
PURSUE AND SHOW SUPPORT IN THE PURSUIT OF GRANTS TO UgPROVE WATER
QUALITY IN THE LONG LAKE CREEK SUBWATERSHED
WHEREAS, The Minnesota Pollution Control Agency (MPCA) completed the Upper
Minnehaha Creek Watershed Nutrient and Bacterial TMDL Study in March 2014; and
WHEREAS, The Upper Minnehaha Creek Watershed Nutrient and Bacterial TMDL Study
addresses nutrient impairments and nutrient budgets in the distinct hydraulic basin referred as the "Upper
Watershed" of the Minnehaha Creek including; and
WHEREAS, The Tanager Lake Subwatershed, also known as the Long Lake Creek
Subwatershed, is located in the Upper Minnehaha Creek Watershed and includes Long Lake Creek and 6
impaired lakes within the City of Long Lake, City of Medina, and City of Orono; and
WHEREAS, Total Maximum Daily Load (TMDL) allocations have been established for City of
Long Lake, City of Medina, City of Orono, Hennepin County, and the Minnesota Department of
Transportation (MnDOT); and
WHEREAS, The City of Orono is required to show progress towards meeting the established
TMDL allocation; and
WHEREAS, Grants are available to support municipality and partnership projects to improve
surface water quality in the State of Minnesota; and
WHEREAS, Partnering with other intergovernmental agencies in pursuing these grants for the
Long Lake Subwatershed may result in a more organized and effective effort to improve water quality in
the Long Lake Subwatershed.
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Orono, Minnesota
that the City Council does hereby partner with other intergovernmental agencies to pursue and show
support in the pursuit of grants to improve water quality in the Long Lake Subwatershed.
Adopted by the City Council of the City of Orono, Minnesota at a regular meeting held April 25,
2016.
ATTEST:
Di a Tiegs, Ciy Clerk Lili Tod McMillan, Mayor
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
A RESOLUTION TO PARTNER WITH OTHER INTERGOVERNMENTAL AGENCIES TO
PURSUE AND SHOW SUPPORT IN THE PURSUIT OF GRANTS TO EWPROVE WATER
QUALITY IN THE LONG LAKE CREEK SUBWATERSHED
WHEREAS, The Minnesota Pollution Control Agency (MPCA) completed the Upper
Minnehaha Creek Watershed Nutrient and Bacterial TMDL Study in March 2014; and
WHEREAS, The Upper Minnehaha Creek Watershed Nutrient and Bacterial TMDL Study
addresses nutrient impairments and nutrient budgets in the distinct hydraulic basin referred as the "Upper
Watershed" of the Minnehaha Creek including; and
WHEREAS, The Tanager Lake Subwatershed, also known as the Long Lake Creek
Subwatershed, is located in the Upper Minnehaha Creek Watershed and includes Long Lake Creek and 6
impaired lakes within the City of Long Lake, City of Medina, and City of Orono; and
WHEREAS, Total Maximum Daily Load (TMDL) allocations have been established for City of
Long Lake, City of Medina, City of Orono, Hennepin County, and the Minnesota Department of
Transportation (MnDOT); and
WHEREAS, The City of Orono is required to show progress towards meeting the established
TMDL allocation; and
WHEREAS, Grants are available to support municipality and partnership projects to improve
surface water quality in the State of Minnesota; and
WHEREAS, Partnering with other intergovernmental agencies in pursuing these grants for the
Long Lake Subwatershed may result in a more organized and effective effort to improve water quality in
the Long Lake Subwatershed.
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Orono, Minnesota
that the City Council does hereby partner with other intergovernmental agencies to pursue and show
support in the pursuit of grants to improve water quality in the Long Lake Subwatershed.
Adopted by the City Council of the City of Orono, Minnesota at a regular meeting held April 25,
2016.
ATTEST:
C '
lane Tiegs, City Clerk Lili Tod McMillan, Mayor
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 66 10
A RESOLUTION TO PARTNER WITH OTHER INTERGOVERNMENTAL AGENCIES TO
PURSUE AND SHOW SUPPORT IN THE PURSUIT OF GRANTS TO IMPROVE WATER
QUALITY IN THE LONG LAKE CREEK SUBWATERSHED
WHEREAS, The Minnesota Pollution Control Agency (MPCA) completed the Upper
Minnehaha Creek Watershed Nutrient and Bacterial TMDL Study in March 2014; and
WHEREAS, The Upper Minnehaha Creek Watershed Nutrient and Bacterial TMDL Study
addresses nutrient impairments and nutrient budgets in the distinct hydraulic basin referred as the "Upper
Watershed" of the Minnehaha Creek including; and
WHEREAS, The Tanager Lake Subwatershed, also known as the Long Lake Creek
Subwatershed, is located in the Upper Minnehaha Creek Watershed and includes Long Lake Creek and 6
impaired lakes within the City of Long Lake, City of Medina, and City of Orono; and
WHEREAS, Total Maximum Daily Load (TMDL) allocations have been established for City of
Long Lake, City of Medina, City of Orono, Hennepin County, and the Minnesota Department of
Transportation (MnDOT); and
WHEREAS, The City of Orono is required to show progress towards meeting the established
TMDL allocation; and
WHEREAS, Grants are available to support municipality and partnership projects to improve
surface water quality in the State of Minnesota; and
WHEREAS, Partnering with other intergovernmental agencies in pursuing these grants for the
Long Lake Subwatershed may result in a more organized and effective effort to improve water quality in
the Long Lake Subwatershed.
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Orono, Minnesota
that the City Council does hereby partner with other intergovernmental agencies to pursue and show
support in the pursuit of grants to improve water quality in the Long Lake Subwatershed.
Adopted by the City Council of the City of Orono, Minnesota at a regular meeting held April 25,
2016.
ATTEST:
3
e Tiegs, Cit Clerk Lili Tod McMillan, Mayor
DRAFT for discussion purposes only and subject to Board approval and the availability of funds.
Resolutions are not final until approved by the Board and signed by the Board Secretary.
Minnehaha Creek Watershed District REQUEST FOR BOARD ACTION
MEETING DATE: March 14, 2019
TITLE: Approval of Orono Local Water Management Plan
RES. NUMBER: 19-029
PREPARED BY: Renae Clark
E-MAIL: rclark@minnehahacreek.org TELEPHONE: (952) 641-4510
REVIEWED BY: Administrator Counsel Program Mgr.
Board Committee Engineer Other
WORKSHOP ACTION:
Advance to Board mtg. Consent Agenda. Advance to Board meeting for discussion prior to
action.
Refer to a future workshop (date):_______ Refer to taskforce or committee
(date):______________
Return to staff for additional work. No further action requested.
Other: Requesting final action March 14, 2019
PURPOSE or ACTION REQUESTED:
Approval of the City of Orono Local Water Management Plan (LWMP)
PROJECT/PROGRAM LOCATION:
City of Orono (See attached map)
PROJECT TIMELINE:
June 28, 2018 Orono LWMP first draft submitted to MCWD
August 27, 2018 MCWD denial letter sent
November 28, 2018 Orono LWMP updated draft submitted to MCWD
January 9, 2018 MCWD provided additional comments on LWMP
February 18, 2018 Orono provided finalized response to MCWD comments
PAST BOARD ACTION:
November 14, 2010 MCWD approval of Orono local water resources management plan (10-092)
November 14, 2010 MCWD approval of Memorandum of Understanding (10-093)
January 11, 2018 Approval and adoption of MCWD Watershed Management Plan for the implementation
period 2018-2027 (18-004)
DRAFT for discussion purposes only and subject to Board approval and the availability of funds.
Resolutions are not final until approved by the Board and signed by the Board Secretary.
SUMMARY:
Background:
MN Statutes § 103B.235 and MN Rules § 8410.0160 grant watershed districts the authority to review and
approve local water management plans (LWMPs). Under this framework, watershed districts can assign
responsibilities to local government units (LGUs) for carrying out implementation actions defined in the
watershed plan. The LWMP is a required element of the LGU comprehensive land use management plan
which LGU’s must adopt by the end of 2018.
The Minnehaha Creek Watershed District (MCWD or District) adopted its new Watershed Management Plan
(Plan) in January 2018. The Plan is rooted in the District’s Balanced Urban Ecology policy (BUE) as the
principal strategy to accomplish its mission. The BUE policy recognizes the inter-dependence of the natural
and built environment and that both benefit through a holistic planning approach. The BUE policy establishes
the guiding principles of focus in areas of highest resource needs, flexibility to respond to emerging
opportunities as a result of land use change in real time, and pursuing clean water goals in partnership with our
communities.
The Plan establishes the District as a regional water planning agency. The Plan provides rationale for
subwatershed-based planning and prioritization by which to focus implementation efforts for the 2018-2027
Plan cycle. The District has prioritized the subwatersheds of Minnehaha Creek, Six Mile Creek-Halsted Bay
and Painter Creek based on a combination of resource needs and opportunities for management of some of
the State’s most prized recreational natural resources of Lake Minnetonka and Minnehaha Creek – including
the Minneapolis Chain of Lakes.
In addition to these focused planning and implementation efforts, the District’s approach watershed-wide is to
remain responsive to opportunities created by local land use change or partner initiatives. The District’s
responsive approach relies on early and effective coordination by the District’s communities to help identify
opportunities to integrate plans and investments. As opportunities arise, the District will evaluate them against
the resource needs and priorities defined for each subwatershed in the District’s Plan and determine the
appropriate response. The District has a wide range of services it can mobilize to address resource needs and
support partner efforts, including data collection and diagnostics, technical and planning assistance, permitting
assistance, education and capacity building, grants, and capital projects.
Integration of land use and water planning is the primary focus of the LWMP requirements set forth in the
District’s Plan. To effectively integrate the goals of MCWD and its LGUs in a way that maximizes community
benefits and effectively leverages public funds, the District has invited a partnership framework with its
communities. In addition to the legally required elements of LWMPs, as defined in State statute and rules, the
MCWD Plan requires communities to propose a coordination plan which describes how the LGU and MCWD
will share information and work together to integrate land use and water planning. Specifically, the purpose of a
MCWD/LGU coordination plan is to:
1. Establish a framework to be informed as to current LGU land use and infrastructure planning and
enable early coordination of land use and water resources management
2. Foster LGU development regulation that integrates water resource protection before plans are fixed
3. Identify and capitalize on project opportunities for improved water resources outcomes while
maximizing other public and private goals
As established in the District’s Plan, MCWD will prioritize implementation efforts and resource deployment
based on its established priorities and LGU commitment to coordination. This commitment is demonstrated
through the coordination plan and its implementation by the LGU.
DRAFT for discussion purposes only and subject to Board approval and the availability of funds.
Resolutions are not final until approved by the Board and signed by the Board Secretary.
Orono LWMP Summary:
The City of Orono (City) has submitted its LWMP for MCWD review and approval. District staff reviewed the
LWMP and provided detailed comments regarding the goals and requirements of the District’s Plan for
consideration and incorporation into the LWMP.
The City of Orono is entirely within the Minnehaha Creek Watershed District and partially located within four
subwatersheds including Painter Creek, Gleason Lake, Long Lake Creek, and Lake Minnetonka. Significant
water bodies partially or fully located in Orono include Long Lake, Tanager Bay, Stubs Bay, Forest Lake, and
West Arm Bay, which are listed on the States Impaired Waters List. Within Orono and its subwatersheds, the
District Plan has identified water resource issues of excess nutrients, degraded aquatic plant communities, and
degraded, disconnected corridors caused by altered wetlands, common carp, stormwater runoff, internal
phosphorus loading, and water quality from upstream water bodies. Strategies identified to address these
issues and drivers generally include wetland restoration, carp management, and restoration of upstream water
bodies.
Through the City’s LWMP and 2040 Comprehensive Plan Land Use Plan, the City emphasizes its commitment
to protection of the City’s wetlands and natural resources, recognizing their important role in watershed health
and protecting Lake Minnetonka. The City’s LWMP notes that Orono’s goal of preserving water quality can only
be accomplished by maintaining the basic integrity of the natural watershed. A system stressor noted in the
City’s LWMP is development. Drainage system maintenance and regulation are implementation strategies
identified in the LW MP to mitigate water resource impacts from new development. The City recognizes that
implementation of these strategies and others may expand outside City boundaries and will require a
partnership-driven approach with the MCWD, Long Lake Waters Association, and neighboring Cities.
Through the required coordination plan, Orono endeavors to coordinate preservation of key conservation areas
as part of land use and zoning decisions. Further, Orono expresses desire to partner with MCWD on exploring
opportunities to better understand its drainage system, and better predict and mitigate downstream stormwater
impacts from planned drainage system improvements and infill development. Other systematic touchpoints
identified to promote early coordination on key initiatives and regulation are summarized as follows:
Annual meetings to discuss potential land use changes on the horizon, regulatory activities, capital
improvement planning and Big Island Nature Park operation, maintenance and management
Regulatory coordination regarding construction site inspections, Wetland Conservation Act activities
and implementation of MCWD Rules
Continuing to be an active partner in the Long Lake Creek Subwatershed Partnership
The City has not proposed to acquire implementation authority for any MCWD water resource regulation and
concurs that the MCWD will continue to apply its erosion control, stormwater management, floodplain alteration
and wetland protection rules, as well as other MCWD rules, within City boundaries and has proposed that the
District retain Local Government Unit status for the Wetland Conservation Act.
The City’s coordination plan is attached, and the full LWMP can be found at: Orono LWMP - click here
Recommendation:
Staff has verified that the LWMP meets the requirements of Minnesota Statutes §103B.235, Minnesota Rules
8410.0160, and the MCWD Watershed Management Plan and recommends approval.
Attachments:
1. Orono Coordination Plan
2. Orono Location Map
DRAFT for discussion purposes only and subject to Board approval and the availability of funds.
Resolutions are not final until approved by the Board and signed by the Board Secretary.
RESOLUTION
RESOLUTION NUMBER: 19-029
TITLE: Approval of Orono Local Water Management Plan
WHEREAS, on January 11, 2018, the MCWD adopted its Watershed Management Plan (WMP) pursuant to
Minnesota Statutes §103B.231 and Minnesota Rules 8410, which describes how the MCWD will
fulfill its responsibilities under the Metropolitan Surface Water Management Act for
implementation over the period 2018-2027, and which is guided by the organizational strategy
and approach defined through the Balanced Urban Ecology policy; and
WHEREAS, the Balanced Urban Ecology policy prioritizes partnership with the land use community to
integrate policy, planning, and implementation in order to leverage the value created when built
and natural systems are in harmony; and
WHEREAS, the Balanced Urban Ecology policy rests on the guiding principles of focusing in areas of highest
resource needs, being flexible to respond to opportunities that arise through land use changes,
and working in partnership to achieve the MCWD’s goals; and
WHEREAS, on watershed district adoption of its WMP, cities and towns (local government units or LGUs)
within the watershed must prepare local water management plans (LWMPs) that meet content
requirements of Minnesota Statutes §103B.235, Minnesota Rules 8410.0160 and the WMP;
WHEREAS, the LWMP is a primary tool to provide a framework for increased early coordination of land use
and water planning through the coordination plan that is a required component of the LWMP and
the content of which is described in the WMP, Appendix A; and
WHEREAS, the MCWD will prioritize implementation efforts and resource deployment based on its established
priorities and LGU commitment to coordination as demonstrated through the coordination plan
and its implementation by the LGU; and
WHEREAS, the City of Orono (City) has revised its LWMP and submitted it to the MCWD for review and
approval; and
WHEREAS, MCWD staff reviewed the draft LWMP, provided detailed written comments on the LWMP, and
thereafter worked with City staff to achieve the development of a proposed LWMP for
consideration by the MCWD Board of Managers; and
WHEREAS, the Metropolitan Council has reviewed the LWMP and provided its written comments to the
MCWD in a letter on August 6, 2018, and the MCWD has fully considered the comments; and
WHEREAS, the LWMP states that the City does not choose to exercise sole regulatory authority but, instead,
wishes that the MCWD continue to require permits for the use and development of land, and
otherwise exercise its regulatory authority, within the meaning of Minnesota Statutes §103B.211,
subd. 1(a)(3); and
WHEREAS, the LWMP states that the City elects for the District to continue to act as the Local Government
Unit responsible to implement the Minnesota Wetland Conservation Act; and
Orono – MCWD Coordination Plan
Through its Water Management Plan (WMP/Plan) the Minnehaha Creek Watershed District
(MCWD/District) has defined its role as a regional water planning agency and incorporates a subwatershed
focus to address areas of significant resources needs with a level of complexity that requires sustained effort
and coordination across multiple partners. Through sustained focus, the District is able to develop a thorough
understanding of issues and drivers, build relationships, identify opportunities and coordinate plans and
investments with its partners for maximum natural resource and community benefit. While operating on a
subwatershed scale, focused within priority areas indicated in its WMP, the MCWD is remaining responsive
to its communities District-wide by providing technical resources, regulatory coordination, and in some cases
funding. MCWD partnership and level of response is driven by early coordination of land use planning
through the implementation of this coordination plan.
Although the City coordinates with numerous agencies with respect to Surface water management, the city
recognizes the benefits that arise from close coordination with the MCWD. Therefore, the City and MCWD
have established a coordination plan that can be implemented at a staff level. Improving coordination at the
concept level planning phase between land use planning at the City and watershed planning at the MCWD
will result in better projects that meet both organizations’ goals and are a more efficient use of public funds.
Early coordination and collaboration between entities is the key to maximizing shared water resource goals
and community goals for private redevelopment and public capital improvements. It is the intent of the City
to leverage this coordination to efficiently manage water quality, natural resource threats and opportunities
that arise through land use change, our shared interest in conservation, and overall maximize the asset value
of the City’s natural resources in the future.
Coordination Plan
The following coordination plan will be adjusted and expanded as deemed appropriate by the City and
MCWD during implementation. The City Administrator is the primary City contact and the District
Administrator will be the District contact for the coordination plan.
1.Annual meeting – City and MCWD staff will meet during the first quarter of each year to review the
following:
a.National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer
Systems (MS4) reports and activity from the previous year
b.Draft Capital Improvement Plans (CIP) for each organization for the upcoming year. The City will
focus coordination of the Streets, Stormwater and Park CIPs with MCWD.
c.Opportunities for early coordination and review of land use change applications
d.Regulatory coordination to identify areas of collaboration
e.Operation, maintenance, and management of Big Island Nature Park
f.Areas for improved coordination and process improvement.
g.Public Education plans, resources and opportunities.
2.Land Use Planning and Regulatory Coordination- The City of Orono staff will continue to route requests
for land use approvals, including but not limited to, subdivisions, site plan approvals, WCA applications
to the District in an effort to maximize water resource benefits and streamline regulatory processes.
Specific areas of regulatory coordination include the following:
a.The City will continue to rely on MCWD to maintain authority for reviewing and approving
applications for compliance with MCWD’s rules and enforcing those rules as necessary. The City
will rely on the water resource management standards set forth by MCWD and their management of
the Wetland Conservation Act in Orono. Since all wetlands within the City are within the MCWD
boundaries, in an effort to avoid overlapping or conflicting regulations, the City defers jurisdiction
for the regulation of wetlands to the MCWD.
b.The City will require documentation of required MCWD permits in advance of issuing applicable
City permits. Approved MCWD permits will be stored with other project documentation for future
reference.
c.Pre-application meetings and permit reviews will be coordinated with MCWD early in the planning
process as necessary.
d.The City will continue to collaborate with MCWD on construction site inspections and compliance.
e.MCWD will keep the City appraised of water resource violations and expectations for compliance.
f.Key Conservation areas- The City will assist MCWD in the preservation of those areas identified by
MCWD by considering them in land use and zoning decisions.
g.The primary person responsible for regulatory coordination at the City of Orono is Community
Development Director and the Permitting Program Manager at MCWD
h.The City and MCWD will include each other in the notification protocols for Illicit Discharges.
i.The City and MCWD will partner on exploring opportunities to better understand and predict
downstream stormwater impacts from infill development.
3.Public Infrastructure Improvements. The City of Orono staff will continue to route significant
infrastructure improvements (streets, stormwater and parks in particular) to the MCWD as early in the
planning as possible in order to maximize resourcing opportunities, reduce any regulatory process delays
and solicit any best practice expertise/ experience.
a.Infrastructure and land improvements that require MCWD permits will be coordinated early in the
planning and design process so that the regulatory process may be efficient and integrated water and
natural resource improvements may be explored.
b.The City will brief the MCWD on the Streets, Stormwater and Parks CIPs each year at the annual
meeting. The City intends to coordinate applicable projects at the concept stage of project
development partner, on competitive grant programs and leverage MCWD technical resources and
planning assistance.
c.Big Island Nature Park Management – The city will continue to coordinate with MCWD as agreed in
the Park management Plan and Conservation Easement. It is the intention of the agencies to jointly
review the Management Plan on a regular basis to address new and ongoing Park management
issues. The primary person responsible for Big Island Nature Park activities at the City of Orono is
The Public Works Director and the Project and Land Manager at MCWD.
i.Any significant changes to the level of maintenance practices at the park will be reviewed at the
annual meeting prior to implementation.
ii.Pursuant to Management Plan and Easement, any planned improvements will be coordinated
through the city and watershed beginning at the concept level stage.
d.The City will partner with the MCWD to identify a system wide approach for managing local
drainage issues. The approach will include review of impacts upstream and downstream of any
potential solutions and provide a better understanding of potential impacts.
4.MCWD on public communications and education coordination and partnership. The City will provide
support and assistance to MCWD with the District’s educational programs in the form of information
sharing and help with promotion materials. The City will identify target audiences and educational needs
and collaborate with MCWD to create educational opportunities to meet these needs.
5.Long Lake Creek Subwatershed Partnership. The City will continue to join with its partners in the Long
Lake Creek Subwatershed Partnership to implement shared water resource improvement efforts; align
local plans and capital investment to identify opportunities where local investments intersect with natural
resource goals. The City looks to MCWD, as the regional agency, to facilitate the coordination and
provide technical expertise to the group.
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2040 Comprehensive PlanOrono, MN National Wetlands Inventory & DNR Public WatersJune 2018
Legend
City Limits
2040 MUSA
Lakes & Ponds
Rivers & Streams
0 3,500FeetSource: Met. Council, City of Orono, Hennepin County, MnDOT
!I
Wetlands
StormwaterPonds
NationalWetlandsInventory
PWI - Basin
PWI -Watercourse
Figure 6
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
CITY OF ORONO
HENNEPIN COUNTY, MINNESOTA
A RESOLUTION ADOPTING THE ORONO SURFACE WATER MANAGEMENT
PLAN
WHEREAS, the City of Orono has developed a Surface Water Management Plan
(SWMP) that meet content requirements of Minnesota Statutes §103B.235, Minnesota Rules
8410.0160.
WHEREAS, The SWMP was coordinated with and approved by the Minnehaha Creek
Watershed District (MCWD) in accordance with their Watershed management plan (WMP);
WHEREAS, The SWMP was developed in conjunction with and City’s 2040
Community Management plan and was reviewed by the Metropolitan Council;
NOW, THEREFORE BE IT RESOLVED that The City of Orono herby adopts the the
Orono Surface Water Management Plan.
Adopted by the City Council of the City of Orono, Minnesota, at a regular meeting held April
22nd, 2019.
ATTEST:
________________________________ _____________________________________
Anna Carlson, City Clerk Dennis Walsh, Mayor
AGENDA ITEM
Prepared By: SO Reviewed By: Approved By: DJR
1. Purpose. The purpose of this action item is to approve a sanitary sewer televising proposal for the
2019 sanitary sewer inspections.
2. Background. As part of the preventative maintenance program, the City cleans and inspects 20% of
the sanitary sewer system. The cleaning is completed by Public Works Employees. The inspection
consisted of televising the sewers after they are cleaned. The inspection are used to inform future sewer
maintenance activities.
3. Project Scope. The sanitary sewer inspection project will consist televising approximately 66,000 feet
of sanitary sewer pipe.
4. Cost. The City solicited 3 and received 2 quotes. Listed below. The lowest quote from a qualified
contractor was $35,124.25 from American Environmental, Inc.
Contractor Quote
Ritter & Ritter, Inc $ 59,755.20
American Environmental $ 35,124.25
Insituform No quote
5. Funding. This project will be funded through the Sanitary Sewer Enterprise Fund.
Fund Project Total CIP Amount Estimated Fund
Balance EOY 2017
Sanitary Sewer Enterprise Fund $35,124.25 $47,272 $1,839,932
6. Staff Recommendation. I recommend that acceptance of the quote from American Environmental.
COUNCIL ACTION REQUESTED
Motion to accept the proposal from American Environmental for sanitary sewer televising for $
35,124.25.
Item No.: 9 Date: April 22, 2019
Item Description: 2019 Sanitary Sewer Inspection
Presenter: Scott Oberaigner
Utilities Supervisor
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: RJO Reviewed By: DJR Approved By: DJR
1.Purpose. The purpose of this item is to provide the Council with year to date General Fund Budget
Information. This is for informational purposes only and no action is required.
COUNCIL ACTION REQUESTED
No Action is required.
Exhibits
A.First Quarter Budget Memo
Item No.: 10 Date: April 22, 2019
Item Description:
Presenter: Ron Olson
Finance Director
Agenda
Section:
City Administrator’s
Presentation
First Quarter Financial Report
To: Mayor and Council
From: Ron Olson, Finance Director
Subject: Budget Update
Date: April 22, 2019
Attachments:
1. Revenue Information
2. Revenue Graph
3. Expenditure Information
4. 1st Quarter Checks
The first quarter General Fund year to date budget to actual comparisons are included with this
memo. They are as of the end of March which represents 25% of the year. Revenues are
currently at 17.15% of budget with expenditures at 19.63% of budget. The first quarter is the
slowest time of the year for both revenues and expenditures so it is expected that they would
both be under 25%. For comparison purposes, 2018 revenues were at 17.84% at the end of the
1st quarter, with expenditures at 19.63%.
General Fund Revenues
At 17.15% of budget, 1st Quarter revenues are where we would expect them to be. The
performance of the major revenue categories are:
• Property taxes at 51.2% of the budget are the primary revenue source for the General
Fund. The first payment of property taxes will not be received until June. The lack of
property tax revenue is the reason the revenue budget is only at 17% for the quarter.
• Licenses and Permits are at 26.73% of budget which is a strong showing for the 1st
quarter. In comparison to last year this is below the 45.76%, but last year’s high level
was the result of a large permit for the Orono School District. The 2016 level was
20.55%.
• Other Governmental revenue is only at 1.03% of budget. This is normal for the 1st
quarter. These revenues are grants from other governments. The primary revenue line is
the police State Aid Reimbursement and this is not received until October.
• The Charges for Services category is at 42.86% of budget. The construction related
revenue lines (Plan Check/Site Exam and Condition Use-Variances) are already at 60%.
This is a reflection of the strong building climate with is continuing to drive all
construction related revenues.
• Fine revenue is at 27.33% of budget which is good for this time of the year. Fine revenue
usually picks up during the busier summer months.
Budget Update
April 18, 2019
Page 2
•The Golf Course had not opened as of the end of the quarter. The positive news here is
that the course did open in April where last year the opening was delayed until May.
This covers the major revenue sources for the General Fund.
General Fund Expenditures
At 19.63%, the overall expenditure amounts are on target for the year. Although some
adjustments have been made, the expenditure statement should be view as non-adjusted. The
major adjustment made was to remove the payroll expenditures for the first week of April was
included in the base numbers. An adjustment equal to 25% of the annual transfers was also
made so that the percentage of that budget would be more accurately reflected.
•The Mayor and Council Department is at 42.92%. This is the result of the timing of
payments for memberships.
•All other General Fund Departments are where they are expected to be at this time of
year.
Summary
In summary, the overall General Fund budget is looking good at the end of the 1st quarter.
Revenues are at 17.15% of budget which is normal for the time of year. Construction related
revenues are off to a strong start. Overall expenditures are at 19.63% and there are no
concerning trends at this point in the year.
Department March 31 Budget Percent Dec 31 Percent March 31 Budget Balance Percent
Taxes - 4,355,050 0.00%4,261,392 97.85%- 4,390,000 4,390,000 0.00%
Licenses & Permits 213,537 466,650 45.76%746,043 159.87%132,763 496,750 363,987 26.73%
Other Governmental 4,334 240,220 1.80%287,725 119.78%2,794 270,220 267,426 1.03%
Charges for Service 1,191,698 2,795,480 42.63%3,059,264 109.44%1,303,896 3,041,900 1,738,004 42.86%
Fines 18,237 79,700 22.88%83,875 105.24%21,893 80,100 58,207 27.33%
Miscellaneous - 1,500 0.00%- 0.00%- 2,000 2,000 0.00%
Golf Course 377 202,000 0.19%177,479 87.86%- 176,000 176,000 0.00%
Interest 92 54,500 0.17%- 0.00%114 96,410 96,296 0.12%
Other Sources & Transfers 38,321 24,400 157.05%65,505 268.46%9,136 23,900 14,764 38.23%
1,466,596 8,219,500 17.84%8,681,284 105.62%1,470,594 8,577,280 7,106,686 17.15%
AnnualQuarter
City of Orono
Revenue Summary with Comparison to Budget
For The 3 Months Ending March 31, 2018 - 19
2018 2019
Attachment 1 - Revenue Information
CITY OF ORONO
REVENUES WITH COMPARISON TO BUDGET
FOR THE 3 MONTHS ENDING MARCH 31, 2019
GENERAL FUND
PERIOD MARCH 31, 2019 BUDGET UNEARNED PCNT
FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 03:40PM PAGE: 1
TAXES
101-31010 CURRENT AD VALOREM TAXES .00 .00 4,380,000.00 4,380,000.00 .0
101-31020 DELINQUENT AD VALOREM TAXES .00 .00 10,000.00 10,000.00 .0
101-31040 FISCAL DISPARITIES .00 .00 .00 .00 .0
101-31050 PERSONAL PROPERTY TAX .00 .00 .00 .00 .0
101-31060 FORFIETED TAX SALE APPORTIONMT .00 .00 .00 .00 .0
101-31070 RENT CREDIT .00 .00 .00 .00 .0
101-31900 PENALTIES AND INTEREST-TAXES .00 .00 .00 .00 .0
TOTAL TAXES .00 .00 4,390,000.00 4,390,000.00 .0
LICENSES & PERMITS
101-32100 BUSINESS LICENSES .00 .00 .00 .00 .0
101-32110 BEER & LIQUOR LICENSES .00 .00 7,000.00 7,000.00 .0
101-32120 CIGARETTE LICENSES 750.00 750.00 400.00 ( 350.00) 187.5
101-32130 COMMERCIAL DOCK LICENSES .00 .00 .00 .00 .0
101-32140 SET UP LICENSES .00 .00 .00 .00 .0
101-32150 SEPTIC LICENSES .00 .00 .00 .00 .0
101-32170 GARBAGE HAULERS LICENSES .00 .00 1,100.00 1,100.00 .0
101-32180 OTHER BUSINESS LICENSE/PERMIT 1,726.00 1,726.00 6,500.00 4,774.00 26.6
101-32230 RENTAL LICENSES 400.00 400.00 .00 ( 400.00) .0
101-32240 DOG LICENSES 550.00 550.00 .00 ( 550.00) .0
101-32510 BUILDING PERMITS 107,577.62 107,577.62 400,000.00 292,422.38 26.9
101-32520 ZONING PERMIT 475.00 475.00 1,750.00 1,275.00 27.1
101-32530 MECHANICAL/SEPTIC/OTHER 11,974.33 11,974.33 55,000.00 43,025.67 21.8
101-32590 PLUMBING PERMIT 9,309.61 9,309.61 25,000.00 15,690.39 37.2
TOTAL LICENSES & PERMITS 132,762.56 132,762.56 496,750.00 363,987.44 26.7
OTHER GOVERNMENTS
101-33220 FEDERAL GRANT-EMRGNCY PREP .00 .00 .00 .00 .0
101-33390 FEDERAL GRANT-OTHER .00 .00 .00 .00 .0
101-33410 HACA AID .00 .00 .00 .00 .0
101-33415 MARKET VALUE CREDIT .00 .00 .00 .00 .0
101-33420 POLICE STATE AID .00 .00 220,000.00 220,000.00 .0
101-33430 POLICE TRAINING REIMBURSEMENT .00 .00 23,000.00 23,000.00 .0
101-33440 MUNICIPAL STATE AID-STREETS .00 .00 .00 .00 .0
101-33450 LOCAL GOVERNMENT AID .00 .00 .00 .00 .0
101-33460 PERA STATE AID .00 .00 7,220.00 7,220.00 .0
101-33490 STATE GRANT-OTHER 2,793.67 2,793.67 20,000.00 17,206.33 14.0
101-33610 COUNTY GRANT-RECYCLING .00 .00 .00 .00 .0
101-33690 COUNTY GRANT-OTHER .00 .00 .00 .00 .0
101-33800 OTHER GRANTS/AIDS .00 .00 .00 .00 .0
101-33890 GRANTS/AIDS FROM OTHER GOVTS .00 .00 .00 .00 .0
TOTAL OTHER GOVERNMENTS 2,793.67 2,793.67 270,220.00 267,426.33 1.0
Attachment 1 - Revenue Information
CITY OF ORONO
REVENUES WITH COMPARISON TO BUDGET
FOR THE 3 MONTHS ENDING MARCH 31, 2019
GENERAL FUND
PERIOD MARCH 31, 2019 BUDGET UNEARNED PCNT
FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 03:40PM PAGE: 2
CHARGES FOR SERVICES
101-34200 ADMINISTRATIVE CHARGES FOR SVC 65,412.50 65,412.50 245,170.00 179,757.50 26.7
101-34210 GENERAL TAXABLE SALES/SERVICE 376.11 376.11 1,000.00 623.89 37.6
101-34220 ASSESSMENTS SEARCHES 80.00 80.00 300.00 220.00 26.7
101-34230 FILING FEES-ELECTIONS/PLATS .00 .00 4,000.00 4,000.00 .0
101-34240 ZONING DISCLOSURE 50.00 50.00 .00 ( 50.00) .0
101-34410 PLAN CHECK/SITE EXAM FEES 108,860.56 108,860.56 190,000.00 81,139.44 57.3
101-34420 COND USE-VARIANCE-DEV FEES 16,100.00 16,100.00 17,000.00 900.00 94.7
101-34430 ENGINEERING & LEGAL FEES 14,701.89 14,701.89 40,000.00 25,298.11 36.8
101-34440 BLDG PERMITS-MAIL IN FEES .00 .00 700.00 700.00 .0
101-34450 ON-SITE SEPTIC PROGRAM FEES 45,810.00 45,810.00 44,750.00 ( 1,060.00) 102.4
101-34460 COOP AGREEMENT-INSPECTION 4,105.55 4,105.55 20,000.00 15,894.45 20.5
101-34610 COOP AGREEMENT-POLICE 1,040,719.00 1,040,719.00 2,370,830.00 1,330,111.00 43.9
101-34620 COOP AGREEMENT-ANIMAL CONTROL .00 .00 .00 .00 .0
101-34630 POLICE SPECIAL SERVICES 1,075.00 1,075.00 90,000.00 88,925.00 1.2
101-34640 FALSE ALARM FEES 300.00 300.00 2,000.00 1,700.00 15.0
101-34650 POLICE REPORTS 170.00 170.00 850.00 680.00 20.0
101-34670 POLICE RESERVE RECEIPTS .00 .00 300.00 300.00 .0
101-34680 EXPLORERS PROGRAM 150.00 150.00 .00 ( 150.00) .0
101-34781 OFF LEASH ANNUAL PASS 5,985.00 5,985.00 12,000.00 6,015.00 49.9
101-34810 COOP AGREEMENT-PUBLIC WORKS .00 .00 3,000.00 3,000.00 .0
101-34815 INTERDEPARTMENTAL SERVICES-PW .00 .00 .00 .00 .0
101-34820 RECYCLING PROGRAM FEES .00 .00 .00 .00 .0
TOTAL CHARGES FOR SERVICES 1,303,895.61 1,303,895.61 3,041,900.00 1,738,004.39 42.9
FINES
101-35104 OTHER FINES .00 .00 .00 .00 .0
101-35105 ADMIN CITATIONS 2,521.67 2,521.67 .00 ( 2,521.67) .0
101-35400 COURT FINES 19,370.99 19,370.99 80,000.00 60,629.01 24.2
101-35410 DRUG TASK FORCE .00 .00 .00 .00 .0
101-35420 DOG IMPOUND FEES .00 .00 100.00 100.00 .0
101-35620 ADMINISTRATIVE 30% SHARE .00 .00 .00 .00 .0
TOTAL FINES 21,892.66 21,892.66 80,100.00 58,207.34 27.3
Attachment 1 - Revenue Information
CITY OF ORONO
REVENUES WITH COMPARISON TO BUDGET
FOR THE 3 MONTHS ENDING MARCH 31, 2019
GENERAL FUND
PERIOD MARCH 31, 2019 BUDGET UNEARNED PCNT
FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 03:40PM PAGE: 3
MISCELLANEOUS
101-37699 UTILITY PENALTIES .00 .00 2,000.00 2,000.00 .0
101-37910 GREEN FEES .00 .00 110,000.00 110,000.00 .0
101-37920 RENTAL-GOLF CARTS & CLUB .00 .00 49,000.00 49,000.00 .0
101-37930 BEER SALES .00 .00 8,000.00 8,000.00 .0
101-37935 POP SALES .00 .00 .00 .00 .0
101-37940 CONCESSIONS-TAXABLE .00 .00 6,000.00 6,000.00 .0
101-37950 CONCESSIONS-NONTAXABLE .00 .00 .00 .00 .0
101-37960 GOLF BALL SALES .00 .00 .00 .00 .0
101-37970 PRO SHOP-TAXABLE .00 .00 3,000.00 3,000.00 .0
101-37980 PRO SHOP-NONTAXABLE .00 .00 .00 .00 .0
101-37985 GOLF COURSE PRINTS .00 .00 .00 .00 .0
101-37990 OTHER GOLF COURSE RECEIPTS .00 .00 .00 .00 .0
101-37999 CASH OVER/SHORT .00 .00 .00 .00 .0
TOTAL MISCELLANEOUS .00 .00 178,000.00 178,000.00 .0
OTHER SOURCES & TRANSFERS IN
101-39310 INTEREST ON INVESTMENTS .00 .00 95,910.00 95,910.00 .0
101-39315 INVESTMENT DISCOUNTS/PREMIUMS .00 .00 .00 .00 .0
101-39350 INTEREST-NOW ACCOUNT 113.60 113.60 500.00 386.40 22.7
101-39610 MISCELLANEOUS REVENUE 4,835.85 4,835.85 3,000.00 ( 1,835.85) 161.2
101-39615 CONVENIENCE FEE .00 .00 .00 .00 .0
101-39620 RENT INCOME 1,800.00 1,800.00 5,400.00 3,600.00 33.3
101-39630 CONTRIBUTIONS & DONATIONS 2,500.00 2,500.00 .00 ( 2,500.00) .0
101-39640 REFUNDS & REIMBURSEMENTS .00 .00 500.00 500.00 .0
101-39650 PAYMENTS IN LIEU OF TAXES .00 .00 .00 .00 .0
101-39670 SALE OF LAND .00 .00 .00 .00 .0
101-39680 SALE OF EQUIPMENT .00 .00 15,000.00 15,000.00 .0
101-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0
TOTAL OTHER SOURCES & TRANSFERS IN 9,249.45 9,249.45 120,310.00 111,060.55 7.7
TOTAL FUND REVENUE 1,470,593.95 1,470,593.95 8,577,280.00 7,106,686.05 17.2
NET REVENUE OVER EXPENDITURES 1,470,593.95 1,470,593.95 8,577,280.00 7,106,686.05 17.2
Attachment 1 - Revenue Information
City of Orono
YTD Revenues 6-30-2018
0%
20%
40%
60%
80%
100%
120%
Q1
2015
Q1
2016
Q1
2017
Q1
2018
Q1
2019
Q2
2015
Q2
2016
Q2
2017
Q2
2018
Q2
2019
Q3
2015
Q3
2016
Q3
2017
Q3
2018
Q3
2019
YE
2015
YE
2016
YE
2017
YE
2018 E
YE
2019
Adjusted
Department March 31 Budget Percent Dec 31 Percent March 31 Budget Balance Percent
Mayor & Council ___-41 30,424 85,165 35.72%88,698 104.15%14,606 34,030 19,424 42.92%
Administration ___-413 76,071 324,184 23.47%340,623 105.07%81,405 434,470 346,741 20.19%
Elections ___-414 - 25,552 0.00%20,037 78.42%523 7,160 6,637 7.30%
Assessing ___-415 15,167 182,000 8.33%185,750 102.06%47,750 185,000 169,083 8.60%
Finance Department ___-415 76,068 331,926 22.92%315,214 94.97%70,544 273,050 198,158 27.43%
Law/Legal Services ___-41 33,963 112,000 30.32%113,479 101.32%33,283 129,000 95,717 25.80%
Central Services ___-419 91,024 258,800 35.17%337,688 130.48%75,506 294,890 221,144 25.01%
Human Services ___-418 - 12,400 0.00%12,125 97.78%- 12,400 12,400 0.00%
Police Department ___-42 953,292 4,369,035 21.82%4,260,344 97.51%882,978 4,519,170 3,584,695 20.68%
Fire Protection ___-42 97,341 390,000 24.96%389,365 99.84%100,525 402,100 301,575 25.00%
Building & Zoning ___-424 164,293 739,729 22.21%707,346 95.62%132,609 695,910 562,651 19.15%
Engineering ___-43 3,702 15,000 24.68%15,655 104.37%5,057 20,000 14,943 25.29%
Public Works ___-430 108,710 525,893 20.67%596,310 113.39%131,897 513,180 381,486 25.66%
Parks 101-45 32,301 173,136 18.66%183,940 106.24%32,397 218,440 184,655 15.47%
Golf ___-45 26,496 172,831 15.33%213,491 123.53%28,984 212,730 181,554 14.66%
Special Services ___-43 35,241 95,750 36.81%145,247 151.69%12,826 125,750 112,431 10.59%
Special Projects ___-43 - - 0.00%8,312 0.00%- 100,000 100,000 N/A
Transfer to Other Fund ___-43 95,000 380,000 25.00%380,000 100.00%100,000 400,000 400,000 0.00%
1,839,093 8,193,401 22.45%8,313,622 101.47%1,750,888 8,577,280 6,893,295 19.63%
Quarter Annual
City of Orono
Expenditure Summary with Comparison to Budget
For The 3 Months Ending March 31, 2018 - 19
2018 2019
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 1
MAYOR & COUNCIL
101-41110-101 FULL-TIME EMPLOYEES REGULAR 2,450.02 2,450.02 18,210.00 15,759.98 13.5
101-41110-122 FICA 187.42 187.42 1,400.00 1,212.58 13.4
101-41110-151 WORKER'S COMP INSURANCE PREM 20.00 20.00 80.00 60.00 25.0
101-41110-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0
101-41110-313 IT SERVICES .00 .00 800.00 800.00 .0
101-41110-433 MEMBERSHIPS 11,565.00 11,565.00 12,090.00 525.00 95.7
101-41110-437 TRAINING & DEVELOPMENT 225.00 225.00 250.00 25.00 90.0
101-41110-439 MEETING EXPENSES 158.08 158.08 1,200.00 1,041.92 13.2
101-41110-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0
TOTAL MAYOR & COUNCIL 14,605.52 14,605.52 34,030.00 19,424.48 42.9
ADMINISTRATION
101-41300-101 FULL-TIME EMPLOYEES REGULAR 64,263.01 64,263.01 290,270.00 226,006.99 22.1
101-41300-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 1,300.00 1,300.00 .0
101-41300-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0
101-41300-104 TEMPORARY EMPLOYEES REGULAR 1,927.75 1,927.75 10,500.00 8,572.25 18.4
101-41300-111 OTHER .00 .00 .00 .00 .0
101-41300-121 PERA 4,819.33 4,819.33 21,870.00 17,050.67 22.0
101-41300-122 FICA 4,739.53 4,739.53 23,110.00 18,370.47 20.5
101-41300-135 CITY BENEFIT CONTRIBUTION 9,736.25 9,736.25 59,460.00 49,723.75 16.4
101-41300-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0
101-41300-143 OPEB EXPENSE .00 .00 .00 .00 .0
101-41300-151 WORKER'S COMP INSURANCE PREM 490.00 490.00 1,960.00 1,470.00 25.0
101-41300-208 BOOKS & PERIODICALS 106.60 106.60 300.00 193.40 35.5
101-41300-313 IT SERVICES .00 .00 6,500.00 6,500.00 .0
101-41300-319 PROFESSIONAL SERVICES 870.00 870.00 6,000.00 5,130.00 14.5
101-41300-331 TRAVEL EXPENSES 95.47 95.47 4,000.00 3,904.53 2.4
101-41300-340 GENERAL ADVERTISING .00 .00 .00 .00 .0
101-41300-433 MEMBERSHIPS 191.00 191.00 1,200.00 1,009.00 15.9
101-41300-437 TRAINING & DEVELOPMENT 336.58 336.58 4,500.00 4,163.42 7.5
101-41300-439 MEETING EXPENSES .00 .00 500.00 500.00 .0
101-41300-489 OTHER MISCELLANEOUS CHARGES 153.89 153.89 3,000.00 2,846.11 5.1
TOTAL ADMINISTRATION 87,729.41 87,729.41 434,470.00 346,740.59 20.2
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 2
ELECTIONS
101-41410-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 1,000.00 1,000.00 .0
101-41410-104 TEMPORARY EMPLOYEES REGULAR .00 .00 .00 .00 .0
101-41410-121 PERA .00 .00 80.00 80.00 .0
101-41410-122 FICA .00 .00 80.00 80.00 .0
101-41410-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0
101-41410-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0
101-41410-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 5,000.00 5,000.00 .0
101-41410-240 SMALL TOOLS AND MINOR EQUIP .00 .00 .00 .00 .0
101-41410-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0
101-41410-322 POSTAGE .00 .00 1,000.00 1,000.00 .0
101-41410-331 TRAVEL EXPENSES .00 .00 .00 .00 .0
101-41410-340 GENERAL ADVERTISING .00 .00 .00 .00 .0
101-41410-412 BUILDING RENTALS .00 .00 .00 .00 .0
101-41410-415 OTHER EQUIPMENT RENTALS .00 .00 .00 .00 .0
101-41410-437 TRAINING & DEVELOPMENT .00 .00 .00 .00 .0
101-41410-439 MEETING EXPENSES .00 .00 .00 .00 .0
101-41410-489 OTHER MISCELLANEOUS CHARGES 522.61 522.61 .00 ( 522.61) .0
TOTAL ELECTIONS 522.61 522.61 7,160.00 6,637.39 7.3
FINANCE DEPARTMENT
101-41500-101 FULL-TIME EMPLOYEES REGULAR 49,687.64 49,687.64 162,670.00 112,982.36 30.6
101-41500-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 200.00 200.00 .0
101-41500-103 PART-TIME EMPLOYEES 6,974.97 6,974.97 31,010.00 24,035.03 22.5
101-41500-104 TEMPORARY EMPLOYEES REGULAR .00 .00 .00 .00 .0
101-41500-121 PERA 4,249.21 4,249.21 14,530.00 10,280.79 29.2
101-41500-122 FICA 4,249.21 4,249.21 14,820.00 10,570.79 28.7
101-41500-135 CITY BENEFIT CONTRIBUTION 9,084.76 9,084.76 38,120.00 29,035.24 23.8
101-41500-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0
101-41500-143 OPEB EXPENSE .00 .00 .00 .00 .0
101-41500-151 WORKER'S COMP INSURANCE PREM 350.00 350.00 1,400.00 1,050.00 25.0
101-41500-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0
101-41500-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0
101-41500-313 IT SERVICES .00 .00 4,900.00 4,900.00 .0
101-41500-331 TRAVEL EXPENSES 76.56 76.56 1,500.00 1,423.44 5.1
101-41500-433 MEMBERSHIPS 100.00 100.00 400.00 300.00 25.0
101-41500-437 TRAINING & DEVELOPMENT 120.00 120.00 3,500.00 3,380.00 3.4
TOTAL FINANCE DEPARTMENT 74,892.35 74,892.35 273,050.00 198,157.65 27.4
ASSESSING
101-41550-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0
101-41550-302 ASSESSING SERVICES 15,916.67 15,916.67 185,000.00 169,083.33 8.6
TOTAL ASSESSING 15,916.67 15,916.67 185,000.00 169,083.33 8.6
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 3
LAW/LEGAL SERVICES
101-41600-305 LEGAL-RETAINER .00 .00 .00 .00 .0
101-41600-306 LEGAL-PROSECUTION 22,984.95 22,984.95 40,000.00 17,015.05 57.5
101-41600-307 LEGAL-CONSULTING 9,110.31 9,110.31 75,000.00 65,889.69 12.2
101-41600-308 CODE ENFORCEMENT 356.50 356.50 2,000.00 1,643.50 17.8
101-41600-309 JAIL CHARGES 831.00 831.00 12,000.00 11,169.00 6.9
TOTAL LAW/LEGAL SERVICES 33,282.76 33,282.76 129,000.00 95,717.24 25.8
HUMAN SERVICES
101-41800-490 CONTRIBUTIONS TO CIVIC ORG'S .00 .00 12,400.00 12,400.00 .0
TOTAL HUMAN SERVICES .00 .00 12,400.00 12,400.00 .0
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 4
CENTRAL SERVICES
101-41900-201 OFFICE SUPPLIES 1,720.82 1,720.82 12,000.00 10,279.18 14.3
101-41900-221 EQUIPMENT PARTS & ACCESSORIES 274.40 274.40 500.00 225.60 54.9
101-41900-223 BLDG/GROUNDS MAINT. SUPPLIES 1,359.36 1,359.36 3,500.00 2,140.64 38.8
101-41900-301 AUDITING AND ACCT'G SERVICES 12,575.00 12,575.00 22,000.00 9,425.00 57.2
101-41900-310 LOGIS-APPLICATIONS .00 .00 .00 .00 .0
101-41900-311 DATA PROCESSING COMMUNICATION .00 .00 .00 .00 .0
101-41900-312 BANK FEES 4,493.13 4,493.13 20,000.00 15,506.87 22.5
101-41900-313 IT SERVICES .00 .00 49,000.00 49,000.00 .0
101-41900-319 PROFESSIONAL SERVICES 693.50 693.50 18,000.00 17,306.50 3.9
101-41900-321 TELEPHONE 3,369.34 3,369.34 10,000.00 6,630.66 33.7
101-41900-322 POSTAGE 8,235.00 8,235.00 10,000.00 1,765.00 82.4
101-41900-329 INTERNET/OTHER COMMUNICATIONS 3,204.00 3,204.00 .00 ( 3,204.00) .0
101-41900-352 PRINTING & PUBLISHING 4,471.16 4,471.16 16,000.00 11,528.84 27.9
101-41900-361 GENERAL LIABILITY INS 3,000.00 3,000.00 12,000.00 9,000.00 25.0
101-41900-362 UMBRELLA LIABILITY INS 2,500.00 2,500.00 10,000.00 7,500.00 25.0
101-41900-363 BONDS INSURANCE 260.00 260.00 1,040.00 780.00 25.0
101-41900-364 MONEYS & SECURITIES INS .00 .00 .00 .00 .0
101-41900-365 BOILER & MACHINERY INS .00 .00 .00 .00 .0
101-41900-366 PROPERTY INSURANCE 2,500.00 2,500.00 10,000.00 7,500.00 25.0
101-41900-367 EQUIPMENT FLOATERS INS .00 .00 .00 .00 .0
101-41900-368 AUTOMOTIVE INSURANCE 1,312.50 1,312.50 5,250.00 3,937.50 25.0
101-41900-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0
101-41900-381 GAS & ELECTRIC 9,734.51 9,734.51 29,100.00 19,365.49 33.5
101-41900-382 WATER UTILITIES .00 .00 4,000.00 4,000.00 .0
101-41900-401 REPAIRS/MAINT-OFFICE EQUIP 446.14 446.14 500.00 53.86 89.2
101-41900-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 3,000.00 3,000.00 .0
101-41900-404 REPAIRS/MAINT-BLDGS/GROUNDS 7,958.17 7,958.17 22,000.00 14,041.83 36.2
101-41900-407 JANITORIAL SERVICES 5,638.87 5,638.87 19,000.00 13,361.13 29.7
101-41900-413 OFFICE EQUIPMENT RENTAL .00 .00 17,500.00 17,500.00 .0
101-41900-416 SOFTWARE LICENSING .00 .00 .00 .00 .0
101-41900-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0
101-41900-441 LICENSES & TAXES .00 .00 .00 .00 .0
101-41900-489 OTHER MISCELLANEOUS CHARGES .00 .00 500.00 500.00 .0
101-41900-512 SPEC ASSMTS ON LAND & INT .00 .00 .00 .00 .0
101-41900-750 INTEREST ON SPECIAL ASSMNTS .00 .00 .00 .00 .0
TOTAL CENTRAL SERVICES 73,745.90 73,745.90 294,890.00 221,144.10 25.0
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 5
POLICE DEPARTMENT
101-42110-101 FULL-TIME EMPLOYEES REGULAR 564,151.88 564,151.88 2,580,810.00 2,016,658.12 21.9
101-42110-102 FULL-TIME EMPLOYEES OVERTIME 1,835.56 1,835.56 50,000.00 48,164.44 3.7
101-42110-103 PART-TIME EMPLOYEES 20,348.70 20,348.70 56,000.00 35,651.30 36.3
101-42110-104 TEMPORARY EMPLOYEES REGULAR .00 .00 .00 .00 .0
101-42110-121 PERA 93,512.84 93,512.84 418,860.00 325,347.16 22.3
101-42110-122 FICA 11,022.87 11,022.87 52,040.00 41,017.13 21.2
101-42110-135 CITY BENEFIT CONTRIBUTION 82,225.96 82,225.96 397,880.00 315,654.04 20.7
101-42110-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0
101-42110-143 OPEB EXPENSE .00 .00 .00 .00 .0
101-42110-151 WORKER'S COMP INSURANCE PREM 31,267.50 31,267.50 125,070.00 93,802.50 25.0
101-42110-201 OFFICE SUPPLIES 696.10 696.10 6,000.00 5,303.90 11.6
101-42110-208 BOOKS & PERIODICALS .00 .00 1,000.00 1,000.00 .0
101-42110-212 MOTOR FUELS & LUBRICANTS 14,332.72 14,332.72 100,000.00 85,667.28 14.3
101-42110-221 EQUIPMENT PARTS & ACCESSORIES 734.56 734.56 4,000.00 3,265.44 18.4
101-42110-223 BLDG/GROUNDS MAINT. SUPPLIES 149.00 149.00 1,300.00 1,151.00 11.5
101-42110-226 CLOTHING & PERSONAL EQUIPMENT 2,737.77 2,737.77 27,000.00 24,262.23 10.1
101-42110-228 TRAINING SUPPLIES 5,646.04 5,646.04 16,000.00 10,353.96 35.3
101-42110-229 EXPLORERS PROGRAM EXPENSES 237.50 237.50 4,000.00 3,762.50 5.9
101-42110-240 SMALL TOOLS AND MINOR EQUIP 1,533.57 1,533.57 5,000.00 3,466.43 30.7
101-42110-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0
101-42110-307 LEGAL-CONSULTING 155.00 155.00 8,000.00 7,845.00 1.9
101-42110-310 LOGIS-APPLICATIONS 21,879.00 21,879.00 110,790.00 88,911.00 19.8
101-42110-311 DATA PROCESSING COMMUNICATION 461.37 461.37 6,000.00 5,538.63 7.7
101-42110-313 IT SERVICES .00 .00 72,840.00 72,840.00 .0
101-42110-317 ANIMAL CARE 618.51 618.51 500.00 ( 118.51) 123.7
101-42110-319 PROFESSIONAL SERVICES 10,057.00 10,057.00 14,500.00 4,443.00 69.4
101-42110-321 TELEPHONE 4,364.00 4,364.00 23,230.00 18,866.00 18.8
101-42110-322 POSTAGE 92.00 92.00 1,000.00 908.00 9.2
101-42110-329 INTERNET/OTHER COMMUNICATIONS 654.00 654.00 .00 ( 654.00) .0
101-42110-331 TRAVEL EXPENSES .00 .00 250.00 250.00 .0
101-42110-340 GENERAL ADVERTISING .00 .00 .00 .00 .0
101-42110-352 PRINTING & PUBLISHING 269.00 269.00 1,800.00 1,531.00 14.9
101-42110-361 GENERAL LIABILITY INS 10,000.00 10,000.00 40,000.00 30,000.00 25.0
101-42110-362 UMBRELLA LIABILITY INS 3,750.00 3,750.00 15,000.00 11,250.00 25.0
101-42110-366 PROPERTY INSURANCE 250.00 250.00 1,000.00 750.00 25.0
101-42110-367 EQUIPMENT FLOATERS INS .00 .00 .00 .00 .0
101-42110-368 AUTOMOTIVE INSURANCE 3,750.00 3,750.00 15,000.00 11,250.00 25.0
101-42110-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0
101-42110-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0
101-42110-381 GAS & ELECTRIC 4,368.08 4,368.08 20,000.00 15,631.92 21.8
101-42110-382 WATER UTILITIES .00 .00 3,000.00 3,000.00 .0
101-42110-401 REPAIRS/MAINT-OFFICE EQUIP 156.25 156.25 500.00 343.75 31.3
101-42110-402 REPAIRS/MAINT-AUTO EQUIP 5,813.42 5,813.42 45,000.00 39,186.58 12.9
101-42110-403 REPAIRS/MAINT-MISC. EQUIP 1,812.00 1,812.00 8,000.00 6,188.00 22.7
101-42110-404 REPAIRS/MAINT-BLDGS/GROUNDS 2,494.97 2,494.97 6,500.00 4,005.03 38.4
101-42110-407 JANITORIAL SERVICES 4,158.00 4,158.00 15,000.00 10,842.00 27.7
101-42110-413 OFFICE EQUIPMENT RENTAL .00 .00 4,500.00 4,500.00 .0
101-42110-414 EDP/COMMUNICATIONS EQUIP RENT 4,339.74 4,339.74 23,000.00 18,660.26 18.9
101-42110-416 SOFTWARE LICENSING .00 .00 .00 .00 .0
101-42110-433 MEMBERSHIPS 4,421.05 4,421.05 5,000.00 578.95 88.4
101-42110-436 TOWING CHARGES 556.33 556.33 .00 ( 556.33) .0
101-42110-437 TRAINING & DEVELOPMENT 12,287.91 12,287.91 38,000.00 25,712.09 32.3
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 6
101-42110-439 MEETING EXPENSES 253.49 253.49 2,500.00 2,246.51 10.1
101-42110-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 5,000.00 5,000.00 .0
101-42110-441 LICENSES & TAXES 22.00 22.00 1,300.00 1,278.00 1.7
101-42110-489 OTHER MISCELLANEOUS CHARGES .00 .00 3,000.00 3,000.00 .0
101-42110-520 BUILDINGS AND STRUCTURES .00 .00 .00 .00 .0
101-42110-550 AUTOMOTIVE EQUIPMENT 208.23 208.23 160,000.00 159,791.77 .1
101-42110-560 FURNITURE AND FIXTURES .00 .00 .00 .00 .0
101-42110-570 OFFICE EQUIP AND FURNISHINGS .00 .00 3,000.00 3,000.00 .0
101-42110-575 IT HARDWARE & APPLICATIONS 5,618.00 5,618.00 .00 ( 5,618.00) .0
101-42110-580 OTHER EQUIPMENT 1,233.20 1,233.20 21,000.00 19,766.80 5.9
TOTAL POLICE DEPARTMENT 934,475.12 934,475.12 4,519,170.00 3,584,694.88 20.7
FIRE PROTECTION SERVICES
101-42260-201 OFFICE SUPPLIES .00 .00 .00 .00 .0
101-42260-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 .00 .00 .0
101-42260-318 FIRE SERVICES 100,524.75 100,524.75 402,100.00 301,575.25 25.0
101-42260-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0
101-42260-381 GAS & ELECTRIC .00 .00 .00 .00 .0
TOTAL FIRE PROTECTION SERVICES 100,524.75 100,524.75 402,100.00 301,575.25 25.0
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 7
BUILDING & ZONING
101-42400-101 FULL-TIME EMPLOYEES REGULAR 87,641.75 87,641.75 399,530.00 311,888.25 21.9
101-42400-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 200.00 200.00 .0
101-42400-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0
101-42400-104 TEMPORARY EMPLOYEES REGULAR .00 .00 .00 .00 .0
101-42400-121 PERA 6,573.09 6,573.09 29,980.00 23,406.91 21.9
101-42400-122 FICA 6,656.06 6,656.06 30,580.00 23,923.94 21.8
101-42400-135 CITY BENEFIT CONTRIBUTION 8,862.55 8,862.55 65,260.00 56,397.45 13.6
101-42400-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0
101-42400-143 OPEB EXPENSE .00 .00 .00 .00 .0
101-42400-151 WORKER'S COMP INSURANCE PREM 577.50 577.50 2,310.00 1,732.50 25.0
101-42400-208 BOOKS & PERIODICALS .00 .00 500.00 500.00 .0
101-42400-212 MOTOR FUELS & LUBRICANTS .00 .00 1,500.00 1,500.00 .0
101-42400-221 EQUIPMENT PARTS & ACCESSORIES 15.37 15.37 3,000.00 2,984.63 .5
101-42400-226 CLOTHING & PERSONAL EQUIPMENT .00 .00 .00 .00 .0
101-42400-240 SMALL TOOLS AND MINOR EQUIP .00 .00 .00 .00 .0
101-42400-304 ENGINEERING-CONSULTING 2,221.00 2,221.00 5,000.00 2,779.00 44.4
101-42400-307 LEGAL-CONSULTING 2,418.00 2,418.00 16,000.00 13,582.00 15.1
101-42400-310 INSPECTION SERVICES 16,668.50 16,668.50 90,000.00 73,331.50 18.5
101-42400-312 BANK FEES .00 .00 .00 .00 .0
101-42400-313 IT SERVICES .00 .00 8,180.00 8,180.00 .0
101-42400-319 PROFESSIONAL SERVICES 545.00 545.00 20,000.00 19,455.00 2.7
101-42400-321 TELEPHONE 140.04 140.04 .00 ( 140.04) .0
101-42400-331 TRAVEL EXPENSES 108.46 108.46 2,250.00 2,141.54 4.8
101-42400-340 GENERAL ADVERTISING 193.70 193.70 500.00 306.30 38.7
101-42400-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0
101-42400-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0
101-42400-415 OTHER EQUIPMENT RENTALS .00 .00 .00 .00 .0
101-42400-416 SOFTWARE LICENSING .00 .00 15,600.00 15,600.00 .0
101-42400-433 MEMBERSHIPS .00 .00 1,200.00 1,200.00 .0
101-42400-437 TRAINING & DEVELOPMENT 638.00 638.00 3,020.00 2,382.00 21.1
101-42400-439 MEETING EXPENSES .00 .00 1,200.00 1,200.00 .0
101-42400-441 LICENSES & TAXES .00 .00 100.00 100.00 .0
TOTAL BUILDING & ZONING 133,259.02 133,259.02 695,910.00 562,650.98 19.2
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 8
PUBLIC WORKS DEPARTMENT
101-43000-101 FULL-TIME EMPLOYEES REGULAR 54,503.10 54,503.10 183,520.00 129,016.90 29.7
101-43000-102 FULL-TIME EMPLOYEES OVERTIME 4,691.30 4,691.30 11,000.00 6,308.70 42.7
101-43000-121 PERA 4,439.60 4,439.60 14,590.00 10,150.40 30.4
101-43000-122 FICA 4,404.39 4,404.39 14,890.00 10,485.61 29.6
101-43000-135 CITY BENEFIT CONTRIBUTION 9,411.95 9,411.95 41,430.00 32,018.05 22.7
101-43000-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0
101-43000-143 OPEB EXPENSE .00 .00 .00 .00 .0
101-43000-151 WORKER'S COMP INSURANCE PREM 4,157.50 4,157.50 16,630.00 12,472.50 25.0
101-43000-208 BOOKS & PERIODICALS .00 .00 170.00 170.00 .0
101-43000-212 MOTOR FUELS & LUBRICANTS 8,776.18 8,776.18 35,000.00 26,223.82 25.1
101-43000-221 EQUIPMENT PARTS & ACCESSORIES 6,010.52 6,010.52 24,000.00 17,989.48 25.0
101-43000-222 VEHICLE EQUIPMENT & PARTS 2,000.00 2,000.00 8,000.00 6,000.00 25.0
101-43000-224 STREET MAINT. MATERIALS/SUPPLY 6,540.30 6,540.30 50,000.00 43,459.70 13.1
101-43000-226 CLOTHING & PERSONAL EQUIPMENT 2,357.14 2,357.14 4,000.00 1,642.86 58.9
101-43000-240 SMALL TOOLS AND MINOR EQUIP 3,000.00 3,000.00 3,000.00 .00 100.0
101-43000-304 PW ENGINEERING-CONSULTING .00 .00 .00 .00 .0
101-43000-313 IT SERVICES .00 .00 3,270.00 3,270.00 .0
101-43000-314 FLEET SERVICES .00 .00 .00 .00 .0
101-43000-319 PROFESSIONAL SERVICES 37.00 37.00 .00 ( 37.00) .0
101-43000-321 TELEPHONE 280.08 280.08 200.00 ( 80.08) 140.0
101-43000-331 TRAVEL EXPENSES .00 .00 175.00 175.00 .0
101-43000-340 GENERAL ADVERTISING .00 .00 .00 .00 .0
101-43000-381 GAS & ELECTRIC 415.96 415.96 4,880.00 4,464.04 8.5
101-43000-386 STREET LIGHTING 5,053.57 5,053.57 29,000.00 23,946.43 17.4
101-43000-402 REPAIRS/MAINT-AUTO EQUIP 2,500.00 2,500.00 10,000.00 7,500.00 25.0
101-43000-403 REPAIRS/MAINT-MISC. EQUIP 5,578.23 5,578.23 20,000.00 14,421.77 27.9
101-43000-404 REPAIRS/MAINT-BLDGS/GROUNDS 1,428.48 1,428.48 10,000.00 8,571.52 14.3
101-43000-408 CONTRACTED STREET MAINT.744.78 744.78 20,000.00 19,255.22 3.7
101-43000-409 OFFICE EQUIPMENT RENTAL .00 .00 .00 .00 .0
101-43000-414 EDP/COMMUNICATIONS EQUIP RENT 347.68 347.68 1,145.00 797.32 30.4
101-43000-415 OTHER EQUIPMENT RENTALS 3,954.45 3,954.45 4,000.00 45.55 98.9
101-43000-416 SOFTWARE LICENSING .00 .00 .00 .00 .0
101-43000-433 MEMBERSHIPS .00 .00 250.00 250.00 .0
101-43000-437 TRAINING & DEVELOPMENT 1,061.56 1,061.56 3,500.00 2,438.44 30.3
101-43000-441 LICENSES & TAXES .00 .00 250.00 250.00 .0
101-43000-489 OTHER MISCELLANEOUS CHARGES .00 .00 280.00 280.00 .0
101-43000-590 STREET CONSTRUCTION .00 .00 .00 .00 .0
TOTAL PUBLIC WORKS DEPARTMENT 131,693.77 131,693.77 513,180.00 381,486.23 25.7
ENGINEERING
101-43170-303 ENGINEERING-RETAINER .00 .00 .00 .00 .0
101-43170-304 ENGINEERING-CONSULTING 5,057.00 5,057.00 20,000.00 14,943.00 25.3
TOTAL ENGINEERING 5,057.00 5,057.00 20,000.00 14,943.00 25.3
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 9
RECYCLING PICK-UP PROGRAM
101-43270-101 FULL-TIME EMPLOYEES REGULAR .00 .00 .00 .00 .0
101-43270-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0
101-43270-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0
101-43270-104 TEMPORARY EMPLOYEES REGULAR .00 .00 .00 .00 .0
101-43270-121 PERA .00 .00 .00 .00 .0
101-43270-122 FICA .00 .00 .00 .00 .0
101-43270-135 CITY BENEFIT CONTRIBUTION .00 .00 .00 .00 .0
101-43270-151 WORKER'S COMP INSURANCE PREM .00 .00 .00 .00 .0
101-43270-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 .00 .00 .0
101-43270-316 CONTRACT RECYCLING PICKUP .00 .00 .00 .00 .0
101-43270-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0
101-43270-352 PRINTING & PUBLISHING .00 .00 .00 .00 .0
101-43270-442 SPRING,FALL,X-MAS CLEANUP .00 .00 .00 .00 .0
101-43270-444 ORGANICS RECYCLING .00 .00 .00 .00 .0
TOTAL RECYCLING PICK-UP PROGRAM .00 .00 .00 .00 .0
SPECIAL SERVICES
101-43280-102 FULL-TIME EMPLOYEES OVERTIME 1,162.40 1,162.40 35,000.00 33,837.60 3.3
101-43280-121 PERA 76.35 76.35 5,250.00 5,173.65 1.5
101-43280-122 FICA 15.32 15.32 500.00 484.68 3.1
101-43280-135 CITY BENEFIT CONTRIBUTION .00 .00 .00 .00 .0
101-43280-228 TRAINING SUPPLIES .00 .00 .00 .00 .0
101-43280-304 ENGINEERING-CONSULTING 9,628.00 9,628.00 75,000.00 65,372.00 12.8
101-43280-307 LEGAL-CONSULTING 2,436.45 2,436.45 10,000.00 7,563.55 24.4
101-43280-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0
101-43280-437 TRAINING & DEVELOPMENT .00 .00 .00 .00 .0
101-43280-800 SPECIAL PROJECTS, CONTINGENCY .00 .00 .00 .00 .0
TOTAL SPECIAL SERVICES 13,318.52 13,318.52 125,750.00 112,431.48 10.6
SPECIAL PROJECTS-CONTINGENCIES
101-43290-101 FULL-TIME EMPLOYEES REGULAR .00 .00 .00 .00 .0
101-43290-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0
101-43290-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0
101-43290-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0
101-43290-510 LAND .00 .00 .00 .00 .0
101-43290-720 OPERATING TRANSFERS .00 .00 400,000.00 400,000.00 .0
101-43290-800 SPECIAL PROJECTS, CONTINGENCY .00 .00 100,000.00 100,000.00 .0
TOTAL SPECIAL PROJECTS-CONTINGENCIES .00 .00 500,000.00 500,000.00 .0
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 10
PARKS
101-45200-101 FULL-TIME EMPLOYEES REGULAR 13,344.64 13,344.64 75,920.00 62,575.36 17.6
101-45200-102 FULL-TIME EMPLOYEES OVERTIME 255.57 255.57 .00 ( 255.57) .0
101-45200-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0
101-45200-104 TEMPORARY EMPLOYEES REGULAR .00 .00 14,650.00 14,650.00 .0
101-45200-121 PERA 1,020.03 1,020.03 5,700.00 4,679.97 17.9
101-45200-122 FICA 1,005.92 1,005.92 6,930.00 5,924.08 14.5
101-45200-135 CITY BENEFIT CONTRIBUTION 2,212.30 2,212.30 16,230.00 14,017.70 13.6
101-45200-151 WORKER'S COMP INSURANCE PREM 1,945.00 1,945.00 7,780.00 5,835.00 25.0
101-45200-212 MOTOR FUELS & LUBRICANTS .00 .00 500.00 500.00 .0
101-45200-221 EQUIPMENT PARTS & ACCESSORIES 706.55 706.55 500.00 ( 206.55) 141.3
101-45200-223 BLDG/GROUNDS MAINT. SUPPLIES 3,045.46 3,045.46 10,000.00 6,954.54 30.5
101-45200-225 PARK INITIATIVES .00 .00 10,000.00 10,000.00 .0
101-45200-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0
101-45200-313 IT SERVICES .00 .00 840.00 840.00 .0
101-45200-314 FLEET SERVICES .00 .00 .00 .00 .0
101-45200-319 PROFESSIONAL SERVICES 330.00 330.00 1,140.00 810.00 29.0
101-45200-321 TELEPHONE 70.02 70.02 .00 ( 70.02) .0
101-45200-331 TRAVEL EXPENSES .00 .00 .00 .00 .0
101-45200-352 PRINTING & PUBLISHING .00 .00 .00 .00 .0
101-45200-381 GAS & ELECTRIC (282.61) ( 282.61)550.00 832.61 ( 51.4)
101-45200-386 LIGHTING .00 .00 .00 .00 .0
101-45200-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 200.00 200.00 .0
101-45200-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 1,200.00 1,200.00 .0
101-45200-404 REPAIRS/MAINT-BLDGS/GROUNDS 9,791.69 9,791.69 58,000.00 48,208.31 16.9
101-45200-415 OTHER EQUIPMENT RENTALS 125.00 125.00 7,000.00 6,875.00 1.8
101-45200-416 SOFTWARE LICENSING 89.91 89.91 1,000.00 910.09 9.0
101-45200-439 MEETING EXPENSES .00 .00 .00 .00 .0
101-45200-441 LICENSES & TAXES .00 .00 300.00 300.00 .0
101-45200-489 OTHER MISCELLANEOUS CHARGES 126.00 126.00 .00 ( 126.00) .0
101-45200-490 CONTRIBUTIONS TO CIVIC ORG'S .00 .00 .00 .00 .0
TOTAL PARKS 33,785.48 33,785.48 218,440.00 184,654.52 15.5
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 11
GOLF COURSE
101-45210-090 PURCHASES FOR RESALE .00 .00 .00 .00 .0
101-45210-091 BEER FOR RESALE .00 .00 3,800.00 3,800.00 .0
101-45210-092 SOFT DRINKS FOR RESALE .00 .00 3,600.00 3,600.00 .0
101-45210-093 CONCESSIONS FOR RESALE-TXBL .00 .00 1,500.00 1,500.00 .0
101-45210-094 CONCESSIONS FOR RESALE-NONTAX .00 .00 2,500.00 2,500.00 .0
101-45210-095 PRO SHOP ITEMS FOR RESALE .00 .00 2,500.00 2,500.00 .0
101-45210-099 OTHER FOR RESALE .00 .00 .00 .00 .0
101-45210-101 FULL-TIME EMPLOYEES REGULAR 8,295.80 8,295.80 36,210.00 27,914.20 22.9
101-45210-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0
101-45210-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0
101-45210-104 TEMPORARY EMPLOYEES REGULAR 3,787.00 3,787.00 57,040.00 53,253.00 6.6
101-45210-121 PERA 622.18 622.18 2,720.00 2,097.82 22.9
101-45210-122 FICA 651.47 651.47 7,140.00 6,488.53 9.1
101-45210-135 CITY BENEFIT CONTRIBUTION 1,683.10 1,683.10 8,080.00 6,396.90 20.8
101-45210-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0
101-45210-143 OPEB EXPENSE .00 .00 .00 .00 .0
101-45210-151 WORKER'S COMP INSURANCE PREM 1,985.00 1,985.00 7,940.00 5,955.00 25.0
101-45210-201 OFFICE SUPPLIES .00 .00 .00 .00 .0
101-45210-212 MOTOR FUELS & LUBRICANTS .00 .00 3,500.00 3,500.00 .0
101-45210-221 EQUIPMENT PARTS & ACCESSORIES 1,802.51 1,802.51 2,500.00 697.49 72.1
101-45210-223 BLDG/GROUNDS MAINT. SUPPLIES 1,491.46 1,491.46 7,200.00 5,708.54 20.7
101-45210-226 CLOTHING & PERSONAL EQUIPMENT 250.70 250.70 300.00 49.30 83.6
101-45210-240 SMALL TOOLS AND MINOR EQUIP 27.00 27.00 500.00 473.00 5.4
101-45210-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0
101-45210-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0
101-45210-307 LEGAL-CONSULTING .00 .00 .00 .00 .0
101-45210-312 BANK FEES .00 .00 5,000.00 5,000.00 .0
101-45210-313 IT SERVICES .00 .00 1,640.00 1,640.00 .0
101-45210-314 FLEET SERVICES .00 .00 .00 .00 .0
101-45210-319 PROFESSIONAL SERVICES 284.28 284.28 .00 ( 284.28) .0
101-45210-321 TELEPHONE 1,069.67 1,069.67 3,300.00 2,230.33 32.4
101-45210-322 POSTAGE .00 .00 .00 .00 .0
101-45210-331 TRAVEL EXPENSES .00 .00 .00 .00 .0
101-45210-340 GENERAL ADVERTISING .00 .00 1,750.00 1,750.00 .0
101-45210-343 OTHER ADVERTISING .00 .00 .00 .00 .0
101-45210-352 PRINTING & PUBLISHING 525.00 525.00 750.00 225.00 70.0
101-45210-361 GENERAL LIABILITY INS 1,875.00 1,875.00 7,500.00 5,625.00 25.0
101-45210-362 UMBRELLA LIABILITY INS 375.00 375.00 1,500.00 1,125.00 25.0
101-45210-365 BOILER & MACHINERY INS 87.50 87.50 350.00 262.50 25.0
101-45210-366 PROPERTY INSURANCE 662.50 662.50 2,650.00 1,987.50 25.0
101-45210-367 EQUIPMENT FLOATERS INS 87.50 87.50 350.00 262.50 25.0
101-45210-368 AUTOMOTIVE INSURANCE 92.50 92.50 370.00 277.50 25.0
101-45210-369 DRAM SHOP INSURANCE 200.00 200.00 800.00 600.00 25.0
101-45210-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0
101-45210-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0
101-45210-381 GAS & ELECTRIC 1,132.71 1,132.71 8,500.00 7,367.29 13.3
101-45210-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 100.00 100.00 .0
101-45210-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 300.00 300.00 .0
101-45210-403 REPAIRS/MAINT-MISC. EQUIP 2,417.60 2,417.60 5,440.00 3,022.40 44.4
101-45210-404 REPAIRS/MAINT-BLDGS/GROUNDS 817.41 817.41 14,000.00 13,182.59 5.8
101-45210-409 DEPRECIATION & AMORTIZATION .00 .00 .00 .00 .0
101-45210-415 OTHER EQUIPMENT RENTALS 316.94 316.94 10,200.00 9,883.06 3.1
Attachment 3 - Expenditure Information
CITY OF ORONO
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 4 MONTHS ENDING APRIL 30, 2019
GENERAL FUND
PERIOD YTD BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 33 % OF THE FISCAL YEAR HAS ELAPSED 04/08/2019 01:56PM PAGE: 12
101-45210-433 MEMBERSHIPS 165.00 165.00 300.00 135.00 55.0
101-45210-437 TRAINING & DEVELOPMENT 179.00 179.00 150.00 ( 29.00) 119.3
101-45210-438 ADMINISTRATIVE CHARGE .00 .00 .00 .00 .0
101-45210-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0
101-45210-441 LICENSES & TAXES 292.00 292.00 550.00 258.00 53.1
101-45210-489 OTHER MISCELLANEOUS CHARGES .00 .00 200.00 200.00 .0
TOTAL GOLF COURSE 31,175.83 31,175.83 212,730.00 181,554.17 14.7
TOTAL FUND EXPENDITURES 1,683,984.71 1,683,984.71 8,577,280.00 6,893,295.29 19.6
NET REVENUE OVER EXPENDITURES (1,683,984.71) ( 1,683,984.71) ( 8,577,280.00) ( 6,893,295.29) ( 19.6)
Attachment 3 - Expenditure Information
City of Orono
Vendor Payment Amounts
January - March 2019
Payee Amount Description
BOND TRUST SERVICES CORP Total 1,069,059.39 Debt Service Series 2016A
GMH ASPHALT Total 178,532.32 Old Crystal Bay Road Improvements
HEALTH PARTNERS Total 162,526.50 Health Insurance
JUDSON DAYTON Total 150,751.32 Security Deposit for Topside Development
MET COUNCIL ENVIRONMENTAL SVCS Total 143,711.68 SAC payments, Wastewater Charges
BOLTON & MENK INC. Total 117,159.50 Engineering Services
CITY OF LONG LAKE Total 100,733.29 2018 Fire Department Services
PARK CONSTRUCTION COMPANY Total 99,712.18 2018 Street Improvements
HENNEPIN COUNTY TREASURER ASSESSING Total 95,500.00 2019 Assessing Services
Schneider Excavating and Grading Inc Total 72,938.63 Old Long Lake Road Ravine Project
LEAGUE OF MN CITIES Total 68,059.00 Liability Insurance; Workshops
IN CONTROL INC. Total 66,726.50 2018 Water Plant Scada Project
MTI DISTRIBUTING INC Total 59,160.92 Riding Greens Mower
Lake West Development Total 56,554.00 Security Deposit Refund for Ivy Place
LOGIS Total 43,937.52 Police Records, Backup, Network Support
XCEL ENERGY Total 35,588.34 Electrical Service
STREICHERS POLICE EQUIP Total 33,099.25 Uniforms
WASTE MANAGEMENT RECYCLE Total 31,193.25 Recycling Services
David Weekley Homes Total 30,000.00 Escrow Refund - Orono Preserve
METRO WEST INSPECTIONS SVCS INC Total 25,334.00 Inspection Services
MANSFIELD OIL COMPANY Total 20,929.92 Fuel
ONLINE SOLUTIONS, LLC Total 19,800.00 Citizen Serve Licensing
CARGILL SALT Total 19,171.46 Road and Water Plant Salt
CAMPBELL KNUTSON Total 18,716.59 Legal Services
TITAN MACHINERY Total 17,202.23 Unit #429 repairs
MOTOROLA Total 16,621.00 Police Radios
Axon Enterprise Inc. Total 16,438.00 Police Equipments
VALLEY RICH CO Total 15,485.24 Watermain Break Repair
GEPHART ELECTRIC CO INC Total 14,610.00 LS #20 Generator
LAKE MTKA CONSERVATION DIST Total 14,568.75 LMCD Levy
CENTERPOINT ENERGY MAIN Total 14,487.50 Natural Gas Service
Hoff Barry, P.A. Total 14,365.41 Contempt Matter
CITY OF WAYZATA Total 14,214.05 Utilities
QUALITY FLOW SYSTEMS INC Total 13,669.50 Lift Stations and Grinder Stations repairs and maintenance
CLIFTON LARSON ALLEN LLP Total 12,575.00 Audit Service
MET COUNCIL ENVIRONMENTAL SERV Total 12,350.45 SAC Charges
DELTA DENTAL Total 10,662.37 Employee Dental Insurance
CARDMEMBER SERVICE Total 10,580.71 Credit Card Purchases
CHARLES CUDD Total 10,000.00 Escrow Refund
Matt Katterhagen Total 10,000.00 Escrow Refund
SHI Total 9,748.66 Squad MDC's
UNITED STATES POSTAL SERVICE Total 9,177.15 Utility Bill Stamps
HENNEPIN COUNTY INFOR TECH DPT Total 9,131.55 Network Support and Police/PW Radios
PROLAWNS Total 8,303.69 2019 Park Turf Maintenance
TALLEN AND BAERTSCHI Total 8,240.74 Prosecution Services
VANGUARD CLEANING SYSTEMS Total 7,321.87 Janitorial Service
SOJOURNER Total 6,700.00 Advocacy Services
SUN LIFE FINANCIAL Total 5,876.65 Employee Insurance
ROGERS POLICE DEPARTMENT Total 5,848.30 Toward Zero Deaths Disbursement
CARTEGRAPH Total 5,460.00 2019 License-Asset Management Software
A 1 ELECTRIC SERVICE OF WACONIA Total 5,291.89 PW Securtiy Camera & Add Light Switches in City Hall
Attachment 4 - 1st Quarter Checks
THE HARTFORD Total 5,259.71 Employee Long Term Disability Insurance
CITY OF MEDINA Total 5,171.53 Toward Zero Deaths Disbursement
VERIZON WIRELESS Total 5,119.77 Internet and Cell Phone Service
CIVIC SYSTEMS LLC Total 4,899.00 Software Support
WEST HENNEPIN PUBLIC SAFETY Total 4,393.58 Toward Zero Deaths Disbursement
NEWEGG INC Total 4,155.86 Computer/Network Supplies
CHUNKS LAKESHORE AUTO Total 4,137.50 Squad Car Repair and Maintenance
RANDYS ENVIRONMENTAL SERVICES Total 4,085.26 Garbage Service
MUNICIPAL CODE CORPORATION Total 3,997.38 City Code Updates
High Road Heating & Cooling Total 3,984.00 LS #5 Gas Line to Generator
SHAUGHNESSY LAWN CARE Total 3,905.00 Parks Mowing
Roark Plumbing Inc Total 3,878.00 GC Clubhouse Deck Plumbing
ADVANCED IMAGING SOLUTIONS - COPIERS Total 3,653.18 Copier Lease
FERGUSON WATERWORKS #2516 Total 3,635.17 Water Meters
MEDIACOM Total 3,561.00 Internet Service
SOUTH LAKE MINNETONKA POLICE Total 3,544.75 Toward Zero Deaths Disbursement
SRF CONSULTING GROUP INC Total 3,522.97 CSAH 112 PH2 Landscaping
Coppin Sewer and Water Total 3,500.00 Sewer Main Replacement
MN CHIEF OF POLICE ASSN Total 3,346.00 Membership/Training
METRO CITIES Total 3,284.00 Membership
OFFICE DEPOT Total 2,954.32 Office Supplies
ALLSTREAM Total 2,895.72 Phone Service
CITYVIEW PLUMBING & HEATING INC. Total 2,828.53 South Water Treatment Plant Testing
LAKE MINNETONKA ERU Total 2,800.00 Membership
EARL F ANDERSON & ASSOC Total 2,786.89 Street Signs
NYQUIST, MATTHEW Total 2,500.00 Escrow Refund
MN DEPT OF REVENUE-WIRE Total 2,415.52 Sales Tax Payment
MINNESOTA EQUIPMENT Total 2,323.61 Equipment Parts
MacMILLAN, WALLACE & ATHANASES PLLC Total 2,287.90 Edwards Matter
H & L MESABI Total 2,278.00 Snow Plow
Emery's Tree Service, Inc. Total 2,100.00 Crystal Bay Tree Removal
CONCEPT LANDSCAPING Total 1,950.00 Fie Lane
THE HOME DEPOT Total 1,888.94 Clubhouse Mold Removal & Tree Lighting Event
GENUINE PARTS COMPANY/NAPA Total 1,887.77 PW and PD Supplies
JACKIE YOUNG Total 1,860.00 Recording Service
US Bank Equipment Finance Total 1,790.28 Copiers
MN DEPT OF TRANSPORTATION Total 1,782.96 Material Testing and Traffic Light Maintenance
DPC INDUSTRIES Total 1,734.62 Chlorine
ES&S Election Systems & Software Total 1,698.95 Election System and Software
HENNEPIN COUNTY SHERIFF Total 1,686.00 Jail Charges
MN DEPT OF HEALTH Total 1,664.00 Water Testing Fee
GRANICUS INC. Total 1,647.00 Streaming Service
Robert Schlosser Total 1,575.00 Holiday Lighting Ceremony
Diabsolut Total 1,553.75 HRWize Software Implementation
BRAUN INTERTEC Total 1,520.75 Old Crystal Bay Road Project & 2018 Street Improvements
CITY OF DAYTON Total 1,506.49 Toward Zero Deaths Disbursement
D & R AG REPAIR Total 1,426.84 Generator Repair
EGAN Total 1,425.00 Old Crystal Bay Road Project
APACHE GROUP Total 1,359.36 Supplies
Jonathan Norris/Catherin Morrison Total 1,250.00 Escrow Refund
Patrick & Melissa Mulheran Total 1,250.00 Escrow Refund
NOVA COMMUNICATIONS Total 1,230.00 Phone Support
ROTARY CLUB OF ORONO Total 1,200.00 Membership
VARNER MOBILE SERVICES LLC Total 1,180.91 Generator and Actuator Repairs
FISCHER MINING LLC Total 1,180.29 Ice Control Sand
HERC U LIFT Total 1,154.45 Holiday Decoration Take Down
Attachment 4 - 1st Quarter Checks
City of Orono Utilities Total 1,112.10 Utility Services
CITY OF CORCORAN Total 1,025.33 Toward Zero Deaths Disbursement
Watkins, Christopher Total 1,000.00 Escrow Refund
COMMERCIAL ASPHALT Total 930.80 Winter Mix
ECM PUBLISHERS INC Total 910.48 Legal Notice Publishing
CENTURY LINK Total 1,736.90 Phone & Internet Service
T W TUPY INC Total 876.63 Limestone
Metro Sales Inc Total 852.29 Maintenance Contract
CINTAS CORPORATION Total 843.73 Uniforms
MN DNR Ecological & Water Resources Total 842.80 North Water System Permit
ADVANCED FIRST AID INC Total 831.00 AED Battery Replacement
MirrorMan LLC Total 800.00 PD Supplies
LUBE TECH ESI Total 780.28 Replacement Fuel Tank Pump Handle/Hose
O SULLIVANS HOLIDAY 546 Total 774.45 Squad Car Washes
JOHNSON CONTROLS FIRE PROTECTION LP Total 770.00 Annual Fire Alarm Monitoring & Sprinkler Test
MUNSON LAKES NUTRITION Total 717.25 Safety Winter Apparel
ALLWEATHER ROOF Total 711.21 Post Office Roof Repair
Michael Jones Total 700.00 Escrow Refund
NCPERS MINNESOTA Total 688.00 Employee Pension Benefit
American Environmental LLC Total 650.00 CCTV Inspection of Sewer
GARY L FISCHLER & ASSOCIATES Total 625.00 Pre-employment Screening
ZARNOTH BRUSH WORKS Total 595.96 PW Sweeper Parts
FIELD TRAINING SOLUTIONS Total 590.00 Employee Training
CONTINENTAL RESEARCH CORPORATION Total 549.00 Odor Block for Lift Stations
HENNEPIN COUNTY CHIEFS OF POLICE ASSN Total 520.00 Membership
BUREAU OF CRIM. APPREHENSION Total 510.00 CJDN Access Fee
Henn county Community Corrections & Reha Tota 490.50
SHERWIN WILLIAMS Total 480.98
BUDGET PRINTING Total 477.24
ANCOM TECHNICAL CENTER Total 474.20
VESSCO INC Total 472.60
Wright-Hennepin Coop Electric Total 452.35
SUBURBAN RATE AUTHORITY Total 452.00
FRONTIERSMAN SPORTS INC Total 433.20
RDO EQUIPMENT Total 410.25
O SULLIVANS HOLIDAY 547 Total 409.01
Matt's Auto Service Inc Total 401.33
SiteOne Landscape Supply Total 397.39
TOLL GAS & WELDING SUPPLY Total 390.38
GOPHER STATE ONE CALL Total 379.40
CITY OF BLOOMINGTON Total 378.00
MAILFINANCE Total 376.50
Perry's Truck Repair Total 367.00
LONG LAKE TRUE VALUE Total 366.93
NCPERS GROUP LIFE INS. Total 352.00
TONY WHITE Total 346.97
TACTICAL SOLUTIONS Total 321.00
FOTOHAUS Total 312.00
WILLIAMS TOWING Total 310.00
NAVARRE HARDWARE Total 303.16
SAFETY VEHICLE SOLUTIONS Total 301.00
STAR TRIBUNE Total 275.60
HENNEPIN COUNTY TREASURER Total 272.00
BARNUM GATE SERVICES INC Total 270.00
MINNEAPOLIS OXYGEN COMPANY Total 266.99
JANE SZCZEPANIK Total 260.33
Attachment 4 - 1st Quarter Checks
Assn of Training Officers of MN Total 250.00
FSSolutions Total 250.00
NORTH MEMORIAL Total 250.00
FASTENAL Total 246.80
Modern Power Solutions Total 241.50
MINT ROOFING Total 235.28
Schneider, Marsha Total 232.64
PLUNKETT S Total 232.54
MN DEPT OF PUBLIC SAFETY Total 225.00
KYLE KIRSCHNER Total 217.29
MINNETONKA SPORTSMEN INC Total 215.05
RITEWAY BUSINESS FORMS Total 213.00
L-3 COMMUNICATIONS Total 212.00
PIRTEK Total 209.90
BUSINESS ESSENTIALS Total 207.25
THOMSON WEST Total 200.94
STAUBER, STEVE Total 200.00
OPTUM Total 194.25
JH LARSON COMPANY Total 191.04
BIFFS INC Total 187.50
MOUND TRUE VALUE Total 186.84
CHRIS FISCHER Total 185.28
BARRY RATHBUN Total 174.24
CITY OF MINNETONKA BEACH Total 164.00
A 1 RENTAL Total 162.00
APPRIZE TECHNOLOGY SOLUTIONS Total 162.00
Upscaled Designs Total 161.00
ASPEN EQUIPMENT Total 158.09
Winning Edge Inc Total 156.45
A La Carte Chreative Group Total 150.00
TOXALERT Total 143.00
FLAGSHIP RECREATION Total 126.00
JLR GARAGE DOOR SERVICE INC Total 125.00
WESTONKA COMMUNITY & COMMERCE Total 125.00
NORTHERN DEWATERING INC Total 123.96
ROGER PEITSO Total 108.46
LANO EQUIPMENT Total 107.41
PLEAA Total 105.00
EXPRESS EMPLOYMENT PROFESSIONALS INC. Tota 93.00
LAUREEN DARLING Total 90.00
JOTS COMPUTER SERVICES INC Total 75.00
BOYER TRUCKS Total 74.72
GOPHER ACE Total 71.94
Gavin Mueller Total 71.60
Bayside Just Because... Total 70.00
MARGARET UNG Total 69.03
On Time Delivery Service Inc. Total 59.56
JESSICA WERDER Total 57.59
MCPA Total 50.00
NOLA DICKHAUSEN Total 46.00
DAVID WILLIAMS Total 45.00
Jones, Bianca Lynn Total 45.00
NORTH STAR COUNCIL Total 40.00
Hennepin County Attorney's Office Total 38.00
SUMMIT COMPANIES Total 37.00
NORTHERN STAR EXPLORER Total 33.00
Attachment 4 - 1st Quarter Checks
SCHWAAB INC Total 32.43
Pronto Heating & Air Conditioning Total 29.90
BATTERIES PLUS Total 25.19
DVS RENEWAL Total 22.00
ACE HARDWARE Total 21.98
CULLIGAN Total 21.94
STEVE STURM Total 15.93
TONY WITTKE Total 14.93
CHAD STENSRUD Total 12.93
MATT SILTALA Total 12.93
Advance Auto Parts Total 12.16
STA SAFE LOCKSMITH Total 9.00
JAMI WITTKE Total 6.75
Zlothkowski, Joseph Total -
Grand Total 3,205,917.52
Attachment 4 - 1st Quarter Checks
AGENDA ITEM
Prepared By: mcc Reviewed By: J. Barnhart Approved By: DJR
1. Purpose. Review and adoption of an amended approval resolution as directed at the April 8th
Council meeting.
2. MN§15.99 Application Deadline. The application was received and considered to be complete
on February 18th. The 60-Day review period has been extended one time and now expires on June
18, 2019.
3. Background/ Summary. The Council reviewed this application for variances for a new
residence at the April 8th meeting. The Council amended the draft approval resolution to reflect
no increase in hardcover within the 75-foot setback. The changes to the resolution have been
drafted.
4. Public Comment. No comments from the public have been submitted.
5. Staff Recommendation. Staff recommends approval.
COUNCIL ACTION REQUESTED
The Council should consider a motion to adopt or amend the amended resolution.
Exhibits
A. Draft Resolution - Revised
B. 60-Day Extension
C. Draft Council Minutes 04/08/19
References
Council Exhibits of 04/08/19
Exhibit A. Draft Resolution
Exhibit B. Proposed/Revised Plans
Exhibit C. Draft PC Minutes
Exhibit D. PC Staff Report
PC Exhibits of 03/18/19
Exhibit A. Application
Exhibit B. Practical Difficulties Documentation Form
Exhibit C. Existing Survey
Exhibit D. Proposed Survey/Site Plan
Exhibit E. Proposed Plans and Elevations
Exhibit F. Submitted Hardcover Calculations
Exhibit G. City Engineer Comments
Exhibit H. Property Owners List
Exhibit I. Plat Map
Item No.: 11 Date: April 22, 2019
Item Description: LA19-000007, Tom Rauscher o/b/o Donald & Heidi Haberman,
2799 Pheasant Rd – Revised Resolution
Presenter: Melanie Curtis
Planner
Agenda
Section:
Consent Agenda
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
1
A RESOLUTION
APPROVING VARIANCE FROM
MUNICIPAL ZONING CODE
SECTIONS 78-330; 78-1279; AND 78-1680
FILE NO. LA19 -000007
WHEREAS, on February 18, 2019, Donald Haberman and Heidi Haberman, a
married couple (hereinafter the “Applicants”), applied for a variance from the City Code for the
property addressed 2799 Pheasant Road and legally described as:
Lot 12, Pheasant Lawn, Hennepin County, Minnesota (hereinafter the “Property”);
WHEREAS, the Applicants have made application to the City of Orono for a
variance to Orono Municipal Zoning Code Section 78-330 to allow redevelopment of a lot of record
0.7 acre in area and having 123 feet in width at the ordinary high water level (OHWL) and 111
feet in width at the 75-foot setback where 1.0 acre in area and 140 feet in width are required; and
WHEREAS, the Applicants have made application to the City of Orono for a
variance to Orono Municipal Zoning Code Section 78-1279 to allow construction of the home with
a larger building envelope 24 feet lakeward of the average lakeshore setback; and 61.2 feet from
the OWHL where a 75-foot setback is required; and
WHEREAS, the Applicants have made application to the City of Orono for a
variance to Orono Municipal Zoning Code Section 78-1680 to allow 945 square feet of hardcover
within the 75-foot setback where no hardcover is permitted; and
WHEREAS, on March 18, 2019, 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 18, 2019, the Planning Commission recommended approval
of the variances conditioned upon reduction of the portion of new lakeside patio within the 75-foot
setback; and
WHEREAS, on March 20, 2019 as requested by the Planning Commission, the
Applicants provided a revised plan reflecting a 173 square foot reduction of the proposed lakeside
patio within the 75-foot setback from 462 square feet to 289 square feet;
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
2
WHEREAS, on April 8, 2019, the City Council reviewed the application, the revised
plan, the recommendations of the Planning Commission and City staff, and the draft language for
an approval resolution which reflected a hardcover increase in the 75-foot setback; and
WHEREAS, on April 22, 2019, the City Council approved the variance, maintaining
the existing square footage of hardcover within the 75-foot setback; and
NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota
hereby approves the requested variances 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 #LA19-000007. 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 LR-1B Zoning District.
3. The Property contains 0.7 acres in area and has a defined lot width of 123 feet at the
OWHL and 111 feet at the 75-foot setback.
4. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater
Quality Overlay District.
5. Applicant has applied for the following variance[s]:
a. Lot Area Variance
b. Lot Width Variance
c. 75-Foot Setback and Hardcover Variances
d. Average Lakeshore Setback Variance
6. The subject property includes 701 square feet of hardcover in the 0-75 foot lake yard,
excluding retaining walls.
7. The 701 square feet of hardcover includes 388 square feet of building, and 303 square
feet of other hardcover.
8. In considering this application for variances, the Council has considered the advice and
recommendation of the Planning Commission and the effect of the proposed variances
upon the health, safety and welfare of the community, existing and anticipated traffic
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
3
conditions, light and air, danger of fire, risk to the public safety, and the effect on values
of property in the surrounding area.
ANALYSIS:
1. “Variances shall only be permitted when they are in harmony with the general purposes
and intent of the ordinance . . . .” The proposed variances are in harmony with the purpose
of the Ordinance. The lot includes difficulties in its substandard size and width, location of
adjacent homes, and the existing home’s proximity to the lake. The average lakeshore
setback variance will not further impact views of the lake for adjacent properties.
2. “Variances shall only be permitted . . . when the variances are consistent with the
comprehensive plan.” The proposed variances to develop a nonconforming lot of record
are consistent with the comprehensive plan.
3. “Variances may be granted when the applicant for the variance establishes that there are
practical difficulties in complying with the zoning ordinance. ‘Practical difficulties,’ as used in
connection with the granting of a variance, means that:
a. The property owner in question proposes to use the property in a reasonable manner,
however, the proposed use is not permitted by the official controls.
The request to permit construction of the home on the substandard lot, in the
proposed location within the lake and average lakeshore setbacks, appears to be
somewhat reasonable as the Applicants are proposing to build within the existing
lakeside footprint, the Property’s nonconforming size, and the neighboring homes’
orientation with respect to the lakeshore, and adjacent properties creates
difficulties. The hardcover level, and building encroachments proposed within the
lake yard and average lakeshore setback do not exceed existing setbacks and do
not appear to be unreasonable.
b. The plight of the landowner is due to circumstances unique to his property not created
by the landowner.
The nonconforming lot size, the existing home’s location with respect to the lake
and the neighboring home locations prevent a residential footprint consistent with
the neighborhood. The proposed overall hardcover level is conforming. The
circumstances are unique to the Property; and
c. The variance, if granted, will not alter the essential character of the locality.”
The variances are requested in order to permit construction of a home designed
to fit the character of the neighborhood according to the submitted information.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
4
4. “Economic considerations alone do not constitute practical difficulties.” Economic
considerations have not been a factor in the variance approval determination.
5. “Practical difficulties also include but are not limited to inadequate access to direct sunlight
for solar energy systems. Variances shall be granted for earth-sheltered construction as
defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter
78.” This condition is not applicable.
6. “The board or the council may not permit as a variance any use that is not permitted under
Orono City Code Chapter 78 for property in the zone where the affected person's land is
located.” This condition is not applicable, as the use for a residential home is an allowed
use in the LR-1B District.
7. “The board or council may permit as a variance the temporary use of a one-family dwelling
as a two-family dwelling.” This condition is not applicable.
8. “The special conditions applying to the structure or land in question are peculiar to such
property or immediately adjoining property.” The Property’s substandard size and
orientation with respect to the lakeshore, and the setback from the lake of the adjacent
homes creates difficulties for the Applicants in redeveloping the Property consistent with
the homes in their neighborhood.
9. “The conditions do not apply generally to other land or structures in the district in which the
land is located.” The Property’s nonconforming size and the relationship between the
existing home and the setback of the adjacent properties create difficulties for the
Applicants.
10. “The granting of the application is necessary for the preservation and enjoyment of a
substantial property right of the applicant.” Granting lot area, lot width, hardcover, average
lakeshore and lake setback variances are necessary for the preservation of the property
right of the Applicants.
11. “The granting of the proposed variance will not in any way impair health, safety, comfort or
morals, or in any other respect be contrary to the intent of this chapter.” Granting the
requested hardcover, lot area, lot width, average lakeshore setback and lake setback
variances in this unique situation is not contrary to the intent of the zoning chapter
12. “The granting of such variance will not merely serve as a convenience to the applicant, but
is necessary to alleviate demonstrable difficulty.” The requested variances for lot width, lot
area, and setback are necessary, and do not merely serve as a convenience to the
Applicants.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
5
CONCLUSIONS, ORDER AND CONDITIONS:
Based upon one or more of the above findings, the Orono City Council hereby
grants a variance to Orono Municipal Zoning Code Section 78-330 to allow redevelopment of a
lot of record 0.7 acre in area and having 123 feet in width at the ordinary high water level (OHWL)
and 111 feet in width at the 75-foot setback where 1.0 acre in area and 140 feet in width are
required; and Section 78-1279 to allow construction of the home with a larger building envelope
24 feet lakeward of the average lakeshore setback; and 61.2 feet from the OWHL where a 75-
foot setback is required; and Section 78-1680 to allow a maximum of 701 square feet of hardcover
within the 75-foot setback where no hardcover is permitted in conjunction with redevelopment of
the Property; subject to the following conditions:
1. Council approval is based on the entire record, above Findings.
2. The approved project shall conform to the revised, annotated survey dated 03/20/19 and
building plans submitted by the Applicants and annotated by City staff, attached to this
Resolution as Exhibits A & B.
3. Any amendments to the plans which are not in conformity with City codes may require
further Planning Commission and City Council review.
4. Authorities granted by this resolution run with the Property not with the Applicants, but are
permissive only and must be exercised by obtaining a building permit for the new
construction and commencing construction of said project. A framing inspection must be
completed within one year of the date of Council approval, or the variances will expire on
that date (April 22, 2020).
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 22nd day of April, 2019.
ATTEST: CITY OF ORONO:
_______________________________ ________________________________
Anna Carlson, City Clerk Dennis Walsh, Mayor
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ADVANCE SURVEYING & ENGINEERING CO.
Iherebycertifythatthisreportwaspreparedbymeorundermydirectsupervisionand
thatIamalicensedprofessionallandsurveyorunderthe
lawsoftheStateofMinnesota.
Thomas M. Bloom
ThomasM.BloomP.L.S.No.42379
Step2:PROPOSEDHARDCOVER
Inthefollowingtableidentifyallitemsofexistinghardcoverontheproperty,keyedbyletterto
CertificateofSurvey(surveymustaccompanythisform).Useasmanylinesasnecessaryto
accuratelydepictexistinghardcoverstatusoftheproperty.
Keyto
Survey HardcoverItem(Describe) LengthxWidth Total(SquareFeet)
(Example)(Garage)(24'x30') (720) S.F.
A House(Outside75'lakesetback) 3,571 S.F.
B BituminousDrive(Outside75'lakesetback) 2,980 S.F.
C FrontPorch/Steps(Outside75'lakesetback) 144 S.F.
D SideConc.Pad/Steps(Outside75'lakesetback) 54 S.F.
E RetainingWalls(Outside75'lakesetback) 22 S.F.
FRearPatio(Outside75'lakesetback) 123 S.F.
G S.F.
H S.F.
I S.F.
J House(Inside75'lakesetback) 388 S.F.
K StoneSteps(Inside75'lakesetback) 117 S.F.
LRearPatio/Steps(Inside75'lakesetback) 289 S.F.
MRet.Walls(Inside75'lakesetback) 151 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)TotalProposedHardcover 7,839 S.F.
ExcludableHardcover(SeeCityCodeSec78Ͳ1684)
RetainingWalls 173 S.F.
S.F.
S.F.
S.F.
S.F.
(2)TotalExcludableHardcover 173 S.F.
(3)NetProposedHardcover[Subtractline(2)fromline(1)] 7,666 S.F.
(4)TotalLotArea 31,342 S.F.
ProposedHardcoverPercentage[(3)/(4)]24.46%
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16 April 2019
Tom Rauscher
275 Market Street, Suite 501 Sent via EMAIL: tjr@trauscher.com
Minneapolis, MN 55405
RE: Application Review Timing #LA19-000007
On February 18, 2019, the City of Orono received your application for a variance application for property
at2799 Pheasant Road. The City Council reviewed your application on April 8th, and made changes to
the approval resolution necessitating a second meeting to adopt the revised findings on April 22nd.
Because this date falls after the initial 60-day review period, the City hereby notifies you that it is
extending the time period for City action under Minn. Stat. § 15.99, subd. 3(f). The initial 60-day period
would end on April 19, 2019. The time period is now hereby extended until June 18, 2019.
Please note, this extension is routine. The application will be finalized at the City Council’s April 22nd
meeting as planned; you will receive a packet in this week’s email. If you have questions on this issue
please contact me at mcurtis@ci.orono.mn.us or 952.249.4627.
Sincerely,
CITY OF ORONO
Melanie Curtis
Planner
MINUTES OF THE
ORONO CITY COUNCIL MEETING
Monday, April 8, 2019
7:00 o’clock p.m.
__________________________________________________________________________________
11. LA19-000007 TOM RAUSCHER ON BEHALF OF DONALD AND HEIDI HABERMAN,
2799 PHEASANT ROAD – RESOLUTION NO.
Barnhart stated the applicant proposes redevelopment of the lot by building a new home, utilizing the
lakeward portion of the existing foundation. Most of the expansion will go further toward the street. The
home will continue to be 61 feet from the OHWL and 24 feet lakeward of the average lakeshore setback.
The new residence will not be located closer to the lake. It would be an expansion in a nonconforming
area, so it requires a variance.
The Planning Commission reviewed this application last month and the main focus of the discussion
centered on the patio that connected to some existing stairs. The Planning Commission had some
concerns about expanding the hardcover. The applicant has provided revised plans that show a revised
patio. The Planning Commission did ultimately recommend approval of the application subject to the
patio being revised.
Seals asked what the square footage of the previous patio was.
Barnhart indicated he does not have that information available.
Johnson noted outside the 75-foot setback it shows 123 square feet under proposed hardcover.
Barnhart stated the existing hardcover was 701 square feet and the proposed hardcover is 967 square feet,
which was the plan the Planning Commission reviewed. The proposed level of hardcover has been
reduced slightly under the revised plan.
Wade Schmidt, Tom Rauscher & Associates, stated the hardcover decreased by approximately 200 square
feet and does not extend beyond the bump-out. Approximately 173 square feet was taken out beyond the
rear yard setback.
Walsh stated if the applicant currently has 700 square feet in the 0-75, that’s all they can have under the
new plan.
Schmidt noted the hardcover also includes the existing stairs.
Walsh stated the City Council could approve the application with the caveat that the 700 square feet of
hardcover does not include any new hardcover in the 0-75 foot zone. Since there already is hardcover
there, the City Council will allow the 700 square feet but no more.
Seals commented her understanding is they can replace it in like and kind.
Barnhart stated it looks like there is a 158 square foot patio that is existing in the 0-75 foot zone according
to the memo to the Planning Commission.
Johnson stated the survey appears to show 123 square feet.
Walsh stated it does not really matter to the City Council what the shape of the patio is since the
applicants are only allowed 700 square feet and that the applicants can design it as they would like.
MINUTES OF THE
ORONO CITY COUNCIL MEETING
Monday, April 8, 2019
7:00 o’clock p.m.
__________________________________________________________________________________
Johnson noted the City is assuming that is an approved patio that was originally put in there.
Barnhart stated it is almost impossible for Staff to go back and find the original permits given the amount
of time it would take to review the application.
Seals moved, Crosby seconded, to adopt RESOLUTION NO. , a Resolution Approving Variance
from Municipal Zoning Code Sections 78-330; 78-1279; and 78-1680, with the requirement that the
current hardcover within the average lakeshore setback consisting of 701 square feet not be
exceeded. VOTE: Ayes 4, Nays 0.
AGENDA ITEM
Prepared By: mcc Reviewed By: J. Barnhart Approved By: DJR
1. Purpose. This application is regarding a setback variance and CUP for plumbing for a new
detached garage.
2. MN§15.99 Application Deadline. The application was received and considered to be complete
on February 20, 2019. The 60-Day review period has been extended and now expires on June 20,
2019.
3. Background/ Summary. The City Council reviewed this application at the April 8th meeting and
granted approval of the CUP for plumbing in an accessory building, and denied the requested
setback variance. The amended resolution, including Council’s findings for denial are including
in the attached resolution.
4. Public Comment. No additional public comment has been received.
5. Staff Recommendation. Staff recommends approval of the resolution as drafted.
COUNCIL ACTION REQUESTED
The Council should consider a motion to adopt or amend the drafted resolution.
Exhibits
A. Draft Resolution Revised
B. 60-day Extension
C. Draft Council Minutes 04/08/19
References
Council Exhibits 04/18/19
Exhibit A. Draft Resolution
Exhibit B. Proposed Plans
Exhibit C. Draft PC Minutes
Exhibit D. Public Comment
Exhibit E. PC Staff Report
-
PC Exhibits 03/18/19
Exhibit A. Application Summary & Narrative
Exhibit B. Practical Difficulties Documentation Form
Exhibit C. Existing Survey
Exhibit D. Proposed Survey/Site Plan
Exhibit E. Proposed Landscape Plan
Exhibit F. Proposed Plans & Elevations
Exhibit G. Site Photos
Exhibit H. Aerial Photos
Exhibit I. Submitted Hardcover Calculations
Exhibit J. MCWD Comments
Exhibit K. Neighbor Comments
Item No.: 12 Date: April 22, 2019
Item Description: LA19-000010 – Rehkamp Larson Architects o/b/o Alexander & Amy
Ware, 2587 Kelley Ave – Revised Resolution
Presenter: Melanie Curtis
Planner
Agenda
Section:
Consent Agenda
AGENDA ITEM
Prepared By: mcc Reviewed By: J. Barnhart Approved By: DJR
Exhibit L. Building Official Comments
Exhibit M. Property Owners List
Exhibit N. Plat Map
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 1 of 8
A RESOLUTION
DENYING A VARIANCE FROM
MUNICIPAL ZONING CODE SECTION 78-350
AND
APPROVING A CONDITIONAL USE PERMIT PURSUANT TO
MUNICIPAL ZONING CODE SECTION 78-328
FILE NO. LA19-000010
WHEREAS, on February 20, 2019, Alexander H. Ware and Amy S Ware, a married
couple (hereinafter the “Applicants”), applied for a conditional use permit and variance from the City
Code for the property addressed 2587 Kelly Avenue and legally described as:
The Southeasterly Half of Lot 4, Block 5, Townsite of Langdon Park including adjacent
vacated 34 feet of Kelly Avenue, Hennepin County, Minnesota (hereinafter the
“Property”);
WHEREAS, the Applicants have made application to the City of Orono for a
variance to Orono Municipal Zoning Code Section 78-350 to allow a setback of 4.3 feet from the
south side lot line where a 2.5’ setback currently exists and 7.5’ is required in order to rebuild a
detached garage in a larger footprint including with a 2nd story; and
WHEREAS, the Applicants have made application to the City of Orono for a
conditional use permit (CUP) to allow plumbing including a bathtub or shower in an accessory
building pursuant to Orono Municipal Zoning Code Section 78-328(7); and
WHEREAS, on March 18, 2019, 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 18, 2019, the Planning Commission recommended approval
of the variance and CUP; and
WHEREAS, on April 8, 2019, the City Council reviewed the application and the
recommendations of the Planning Commission and City staff;
NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota
hereby denies the requested variance; and approves the CUP as described above based on
one or more of the following findings of fact concerning the Property:
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 2 of 8
FINDINGS OF FACT:
1. This application was reviewed as Zoning File #LA19-000007. 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 LR-1B Zoning District.
3. The Property contains 0.7 acres in area and has a defined lot width of 75 feet at the OWHL
and 75 feet at the 75-foot setback.
4. The northwestern side of the property is encumbered with an ingress and egress
easement benefitting the neighbor at 2585 Kelly Avenue.
5. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater
Quality Overlay District.
6. Applicant has applied for the following:
a. Side Yard Setback Variance
b. CUP for plumbing in an accessory building
7. In considering this application, the Council has considered the advice and
recommendation of the Planning Commission and the effect of the proposed variance and
CUP upon the health, safety and welfare of the community, existing and anticipated traffic
conditions, light and air, danger of fire, risk to the public safety, and the effect on values
of property in the surrounding area.
PRACTICAL DIFFICULTY ANALYSIS:
1. “Variances shall only be permitted when they are in harmony with the general purposes
and intent of the ordinance . . . .” The requested side yard setback variance is not in
harmony with the Ordinance as the proposed garage backs up to the neighbor’s detached
garage at a substandard setback creating too much mass between the properties.
2. “Variances shall only be permitted . . . when the variances are consistent with the
comprehensive plan.” The variance resulting in a permit for construction of an accessory
building/garage in addition to the existing single family residence in a residential zone is
consistent with the Comprehensive Plan.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 3 of 8
3. “Variances may be granted when the applicant for the variance establishes that there are
practical difficulties in complying with the zoning ordinance. ‘Practical difficulties,’ as used in
connection with the granting of a variance, means that:
a. The property owner in question proposes to use the property in a reasonable manner,
however, the proposed use is not permitted by the official controls.
The request to permit construction of building within the side yard setback does
not appear to be reasonable as there is adequate space within the property at a
conforming setback to construct the garage.
b. The plight of the landowner is due to circumstances unique to his property not created
by the landowner.
The Owner can legally replace the existing nonconforming garage at the existing
setback and footprint. The Owner’s desire to have a better view of the principal
building from the street is a condition created by the landowner;
c. The variance, if granted, will not alter the essential character of the locality.”
The setback variance resulting from the mass of a larger, detached garage with a
4.3 foot setback may adversely alter the character of the locality.
4. “Economic considerations alone do not constitute practical difficulties.” Economic
considerations have not been a factor in the variance approval determination.
5. “Practical difficulties also include but are not limited to inadequate access to direct sunlight
for solar energy systems. Variances shall be granted for earth-sheltered construction as
defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter
78.” This condition is not applicable.
6. “The board or the council may not permit as a variance any use that is not permitted under
Orono City Code Chapter 78 for property in the zone where the affected person's land is
located.” This condition is not applicable, as a detached garage is an allowed improvement
in the LR-1B District.
7. “The board or council may permit as a variance the temporary use of a one-family dwelling
as a two-family dwelling.” This condition is not applicable.
8. “The special conditions applying to the structure or land in question are peculiar to such
property or immediately adjoining property.” The Property’s substandard size and
orientation with respect to the lakeshore, and the setback from the lake of the adjacent
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 4 of 8
homes creates difficulties for the Applicants in redeveloping the Property consistent with
the homes in their neighborhood.
9. “The conditions do not apply generally to other land or structures in the district in which the
land is located.” There are other properties in the neighborhood with narrow width and
sloping topography which are not unique conditions affecting only the Property.
10. “The granting of the application is necessary for the preservation and enjoyment of a
substantial property right of the applicant.” The existing garage can be rebuilt, or there is
available area for the construction of a new, garage in a conforming location. The
Property’s width and topography are not unique conditions affecting only this Property.
11. “The granting of the proposed variance will not in any way impair health, safety, comfort or
morals, or in any other respect be contrary to the intent of this chapter.” The Applicant states
that the variance is necessary to preserve their right to improve the Property.
12. “The granting of such variance will not merely serve as a convenience to the applicant, but
is necessary to alleviate demonstrable difficulty.” There are options for locating a
conforming building on the property; the granting of the requested variance is not
necessary to alleviate a practical difficulty and would merely serve as a convenience to
the Owner.
CONDITIONAL USE PERMIT ANALYSIS
The Council finds that the proposed use at the proposed location is or will be:
1) Consistent with the community management plan; The proposed use is residential in
nature and residential use is consistent with the CMP guiding for this neighborhood.
2) Compliant with the zoning code, including any conditions imposed on specific uses as
required by article V, division 3 of the City Code; The proposed detached garage
improvement including the plumbing fixtures are compliant with the zoning ordinance.
3) Adequately served by police, fire, roads, and stormwater management; The proposed
use will be adequately served by existing services and facilities.
4) Provided with an adequate water supply and sewage disposal system; The Property
is served by City sewer and water. Staff believes this criterion is met.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 5 of 8
5) Not expected to generate excessive demand for public services at public cost; Staff
believes 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; The proposed detached garage with
office/recreation space is residential in character and its use is expected to be
compatible with the surrounding area.
7) Consistent with the character of the surrounding area, unless a change of character
is called for in the community management plan; The detached garage with office
and recreation space including plumbing is residential in visual character and is
expected to be compatible with 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 architectural styling of the proposed detached garage with plumbing is expected
to be residential in character and consistent with that of the principal building on the
Property.
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 use of the
detached garage with office space which includes plumbing is not expected to have
any adverse impacts. No information has been presented to indicate such.
10) Provided with screening and buffering adequate to mitigate undesirable views and
activities likely to disturb surrounding uses; The detached garage will not be
significantly visible when viewed from off the Property on the street side, and the views
from the neighbors will be screened somewhat by existing detached garage on the
property to the east, vegetation and the physical separation. In the opinion of staff,
additional screening or buffering will not be required.
11) Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes,
dust, electrical interference, general unsightliness, or other means; The proposed
detached garage with plumbing is not expected to cause any of these undesirable
impacts.
12) Not cause excessive non-residential traffic on residential streets, parking needs that
cause a demonstrable inconvenience to adjoining properties, traffic congestion, or
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 6 of 8
unsafe access; It is anticipated that the proposed detached garage with plumbing will
not generate any of these undesirable issues.
13) Designed to take into account the natural, scenic, and historic features of the area and
to minimize environmental impact; The proposed detached garage with plumbing
has been visually designed to conform to the residence on the property, and will not
have a negative environmental impact.
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; Applicants are hereby
advised of this requirement; and
15) Not detrimental to the public health, public safety, or general welfare. Staff believes
this criterion is met.
16) The council finds that the proposed use of the accessory structure with a bathtub or
shower will not be detrimental to the residential character of the neighborhood.
17) The council finds that the plumbing fixtures proposed are in keeping with the intended
use of the accessory building.
18) The Owners agree to the filing of a covenant in the title of the Property providing that
the accessory building will not be:
a. Used for a home occupation unless specifically approved by the city or if
allowed by this Code.
b. Used as a dwelling unless a guest house conditional use permit is obtained.
c. Rented, leased or otherwise provided for use as a dwelling under any
circumstances.
CONCLUSIONS, ORDER AND CONDITIONS:
Based upon one or more of the above findings, the Orono City Council hereby
denies a variance to Orono Municipal Zoning Code Section 78-350 to allow a setback of 4.3 feet
from the south side lot line; and approves a conditional use permit to allow plumbing including a
bathtub or shower in an accessory building pursuant to Orono Municipal Zoning Code Section 78-
328(7) in conjunction with the construction of a new detached garage; subject to the following
conditions:
1. Council approval is based on the entire record, above Findings.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 7 of 8
2. Any amendments to the plans which are not in conformity with City codes may require
further Planning Commission and City Council review.
3. The conditional use permit granted by this resolution runs with the Property not with the
Applicants, but are permissive only and must be exercised by obtaining a building permit
for the new construction and commencing construction of said project. A framing
inspection must be completed within one year of the date of Council approval, or the
conditional use permit will expire on that date (April 22, 2020).
19) The undersigned Owners hereby agree to the filing of a covenant in the title of the
Property providing that the accessory building will not be:
d. Used for a home occupation unless specifically approved by the city or if
allowed by this Code.
e. Used as a dwelling unless a guest house conditional use permit is obtained.
f. Rented, leased or otherwise provided for use as a dwelling under any
circumstances.
4. 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 22nd day of April, 2019.
ATTEST: CITY OF ORONO:
_______________________________ ________________________________
Anna Carlson, City Clerk Dennis Walsh, Mayor
___________________________ _______________________________
Alexander H. Ware, Owner Amy S. Ware, Owner
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 8 of 8
STATE OF MINNESOTA )
)ss.
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this ______ day of
__________________, 20___, by Alexander H. Ware, spouse to Amy S. Ware.
____________________________________
Notary Public
STATE OF MINNESOTA )
)ss.
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this ______ day of
__________________, 20___, by Amy S. Ware, spouse to Alexander H. Ware.
____________________________________
Notary Public
April 9, 2019
Rehkamp Larson architects
Attn: Sarah Nymo VIA EMAIL
2732 W. 43rd Street sarah@rehkamplarson.com
Minneapolis, MN 55410
Re: Alexander and Amy Ware Variance and CUP application
File # LA19-000010
Ms. Nymo,
The City is required to make a decision on all land use applications within 60 days of receipt of a completed
application. The city is permitted to extend this review period upto an additional 60 days, per state statute 15.99.
Your application was deemed complete on February 20, 2019, and a design must be made by April 21, 2019. Since
the City Council will consider the resolution approving the CUP and denying the variance at their meeting on April
22, please be advised that the City formally extends the timeline to approve this resolution for an additional 60
days, to no later than June 20, 2019.
Please feel free to contact me at 952.249.4626 or by email at jbarnhart@ci.orono.mn.us if you have any questions on
the above requirements.
Sincerely,
CITY OF ORONO
Jeremy Barnhart, AICP
Community Development Director
MINUTES OF THE
ORONO CITY COUNCIL MEETING
Monday, April 8, 2019
7:00 o’clock p.m.
__________________________________________________________________________________
13. LA19-000010 REHKAMP LARSON ARCHITECTS ON BEHALF OF ALEXANDER
AND AMY WARE, 2587 KELLEY AVENUE – RESOLUTION NO.
Barnhart stated the applicant is proposing a new 744 square foot garage with a setback of 4.3 feet from the side
yard line, which requires a variance and a conditional use permit. The existing 441 square foot garage is
currently two feet from the property line. The requirement for this district is 7.5 feet.
The conditional use permit will allow a full bathroom with a shower and a tub. The City does allow plumbing
in accessory buildings with a conditional use permit for the bath facility. Part of that is a covenant that
prevents it from being used as a dwelling.
The Planning Commission recommended approval.
Crosby asked what the side yard setback is currently.
Barnhart indicated it is currently 2.5 feet and it will go to 4.3 feet.
Johnson noted the required setback is 7.5 feet and the architectural firm said the reason for keeping it pushed
back is to not take away from the aesthetics of the house.
Jean Rehkamp noted there is also an easement that this property owner has with the neighbor for access. If the
garage is pushed forward, it makes it more difficult for the homeowners to park and navigate the driveway. In
addition, the neighbor’s garage is backed up to that driveway. It was felt the proposed location was the best
use of the site. There is also an existing cottage on the site that consists of 900 square feet and it is a darling,
quaint little cottage that has been restored. The extra space between the structures is to help maintain that little
charming structure.
Walsh noted there needs to be a practical difficulty demonstrated and that aesthetics is not a practical
difficulty. The garage is currently a nonconforming use and the applicants would like to make the structure
bigger, which is not a practical difficulty.
Rehkamp stated the distance from the easement to the front of the garage is part of that circulation. The
distance from that easement to the face of the garage is not enough to park a car in front of the garage. The
neighbors can back out into that given the easement. The property owners are hoping to have two cars and
storage in the garage.
Walsh noted the current garage is 20 feet width, which should be wide enough.
Rehkamp stated a typical garage is 24’ x 24’ and that they are asking for 30 feet to allow for storage on the
side.
Walsh asked what the square footage is of the existing garage.
Rehkamp indicated the footprint is 20.2 feet by 21.8 feet.
Walsh stated he would not have a problem with allowing them to the 90 feet as long as they maintain the
setback.
Johnson stated if the property owner wants to take advantage of the structure, then they should be able to
preserve what they have there, but when they start making a structure bigger and changing the massing, it
should conform to the City’s standards, especially because those have been increased in the past few years.
Johnson stated he does not see a practical difficulty for the side yard setback. The size and general location is
fine, but it should be 7.5 feet off the property line.
MINUTES OF THE
ORONO CITY COUNCIL MEETING
Monday, April 8, 2019
7:00 o’clock p.m.
__________________________________________________________________________________
Seals commented these lots were designed for cabins and not meant for large homes. Whenever people move
closer to the property line, there can be issues with the adjoining property owner.
Rehkamp noted the neighbor’s garage is closer than 7.5 feet from the lot line.
Johnson stated if the neighbors at some point in the future wants to make their garage bigger, they would also
have to conform to the 7.5-foot setback.
Crosby stated if they relocate it by three feet, he would not have a problem with the structure.
Rehkamp asked whether they could have the 90 square feet as suggested by Mayor Walsh.
Johnson indicated he is not in favor of that.
Crosby stated he would prefer they maintain the setback.
Walsh noted the City has already reduced the setback in this area to 7.5 feet and that he does not want to make
the situation worse.
Rehkamp stated they would appreciate the extra square footage for the garage to allow the storage.
Johnson pointed out applicants are not allowed to create their own practical difficulty and that the City Council
is not in the business of creating designs. The second part of the application relates to the conditional use
permit for the bathroom and shower in the garage.
Walsh noted the City has granted conditional use permits for that a number of times in the past as long as there
is a signed covenant.
Seals commented it is good to have a covenant, but the City does not have the best track record of managing
these things. The risk is that the structure could be used as a second dwelling and that the City Council has to
decide what the rules of engagement are on that.
Walsh stated the covenant goes with the land and that the City has approved them in the past. Walsh indicated
he is not aware of any that have not been granted.
Johnson moved, Crosby seconded, to approve Application No. LA19-000010, Rehkamp Larson
Architects on behalf of Alexander and Amy Ware, 2587 Kelley Avenue, granting of a Conditional Use
Permit allowing a bathroom in the detached garage, and to require a 7.5-foot setback for the detached
garage.
Rehkamp asked whether they can maintain the nonconformance that currently exists.
Johnson stated they can but that they are increasing the massing.
Seals stated if they want to construct the exact same garage, that would be allowed.
VOTE: Ayes 4, Nays 0.
AGENDA ITEM
Prepared By: mcc Reviewed By: J. Barnhart Approved By: DJR
1. Purpose. Consider a resolution formally denying the variance at 3349 Crystal Bay Rd.
2. MN§15.99 Application Deadline. The application was received and considered to be complete
on February 20. Therefore the 60-Day review period has been extended and will expire on June
20, 2019.
3. Background/ Summary. The City Council reviewed this request at the April 8th meeting and
voted for denial of the variances. The Council directed staff to draft a denial resolution for
adoption at this meeting.
4. Public Comment. No additional comments were received for this request.
5. Staff Recommendation. Staff recommends approval of the resolution as drafted.
COUNCIL ACTION REQUESTED
The Council should consider adopting or amending the draft denial resolution enclosed.
Exhibits
A. Draft Denial Resolution
B. Draft Council Minutes
References
Council Exhibits 04/08/19
Exhibit A. Proposed Plans
Exhibit B. 60-day Extension
Exhibit C. Draft PC Minutes
Exhibit D. Public Comment
Exhibit E. Architect Response
Exhibit F. PC Staff Report
PC Exhibits 03/18/19
Exhibit A. Application Summary & Narrative
Exhibit B. Practical Difficulties Documentation Form
Exhibit C. Proposed Survey/Site Plan
Exhibit D. Proposed Plans and Elevations
Exhibit E. Submitted Hardcover Calculations
Exhibit F. Comments Received
Exhibit G. Neighbor Comments
Exhibit H. Aerial Photos
Exhibit I. Property Owners List
Exhibit J. Plat Map
Item No.: 13 Date: April 22, 2019
Item Description: LA19-000011 – Julie Lensing, 3349 Crystal Bay Road,
Variances – Resolution
Presenter: Melanie Curtis
Planner
Agenda
Section:
Consent Agenda
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 1 of 5
A RESOLUTION
DENYING
VARIANCES FROM
SECTIONS 78-350; 78-1700
FILE NO. LA19-000011
WHEREAS, on February 20, 2019, Julie Lensing, a single person, the property owner
(hereinafter the “Applicant”), applied for variances from the City Code for the property addressed
3349 Crystal Bay Road and legally described as:
Tract A, RLS No. 1855, Hennepin County, Minnesota (hereinafter the “Property”);
WHEREAS, the Applicant has made application to the City of Orono for a variance
to Orono Municipal Zoning Code Section 78-350 to allow construction an 18’ x 8’ addition to the
existing home 1.2 inches (0.1-foot) from the rear property line where a 30-foot setback is required
and where an 8.2 foot setback currently exists; and
WHEREAS, the Applicant has made application to the City of Orono for a variance
to Orono Municipal Zoning Code Section 78-1700 to allow for a change from non-building
hardcover to building hardcover at 42.9% where 25% hardcover is permitted; and
WHEREAS, on March 18, 2019, after published and mailed notice in accordance
with Minnesota Statutes and the City Code, the Planning Commission opened 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 18, 2019, the Planning Commission recommended approval
of the requested variances with a split vote of 4 in favor and 2 against; and
WHEREAS, on April 8, 2019, the City Council reviewed the application and the
recommendations of the Planning Commission and City staff;
WHEREAS, on April 8, 2019, the City Council directed preparation of findings for
denial of the hardcover variance; and denial of the rear setback variance pertaining to the addition
to the home.
NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota
hereby denies the variances pertaining to the home addition as described above based on one
or more of the following findings of fact concerning the Property:
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 2 of 5
FINDINGS OF FACT:
1. This application was reviewed as Zoning File #LA19-000011. 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 LR-1C, One Family Lakeshore Residential Zoning District.
3. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater
Quality Overlay District.
4. Applicant has applied for the following variance[s]:
a. Hardcover variance exceeding 25%.
b. Rear setback variance.
5. In considering this application for variances, the Council has considered the advice and
recommendation of the Planning Commission and the effect of the proposed variances
upon the health, safety and welfare of the community, existing and anticipated traffic
conditions, light and air, danger of fire, risk to the public safety, and the effect on values
of property in the surrounding area.
ANALYSIS:
1. “Variances shall only be permitted when they are in harmony with the general purposes
and intent of the ordinance . . . .” The requested variances are to permit an
addition/expansion of a non-conforming building in the rear yard 1.2 inches from the rear
property line. The rear yard setback is established to provide for an open yard space and
to allow for maintenance of the building to occur without trespassing onto adjacent
properties. The requested variances to expand the footprint of the existing building are not
in harmony with the Ordinance. The additional mass of the proposed home within the
setback will increase the mass of the nonconforming home within 1.2 inches of the
property line and may negatively impact adjacent properties. Regarding the setback
variance, this criterion is not met.
The proposed change in nature of the nonconforming hardcover from a patio to building
footprint results in no increase in hardcover however increases the intensity of the
nonconformity and is not in harmony with the Ordinance. Regarding the hardcover
variance, this criterion is not met.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 3 of 5
2. “Variances shall only be permitted . . . when the variances are consistent with the
comprehensive plan.” The variances resulting in expansions of the existing nonconforming
house footprint within the rear yard setback from an 8.2 foot setback to a 0.1 foot setback
where a 30 foot setback is required is inconsistent with the Comprehensive Plan.
Regarding the setback variance, this criterion is not met.
The proposed change in the nonconforming hardcover from a patio to building footprint is
an intensification of the nonconformity and is consistent with the Comprehensive Plan.
Regarding the hardcover variance, this criterion is not met.
3. “Variances may be granted when the applicant for the variance establishes that there are
practical difficulties in complying with the zoning ordinance. ‘Practical difficulties,’ as used in
connection with the granting of a variance, means that:
a. The property owner in question proposes to use the property in a reasonable manner,
however, the proposed use is not permitted by the official controls.
The reasonable use of the Property is established with the principal building. The
Applicant suggests that reasonable use includes an expansion of the building
footprint. The request to permit expansion of the house footprint within 0.1 feet of
the rear property line is not reasonable in that they cannot manage their site
drainage or maintain the exterior of the building without trespassing onto adjacent
properties. This criterion is not met.
b. The plight of the landowner is due to circumstances unique to his property not created
by the landowner.
The Applicant proposes to make improvements to an existing building to improve
the comfort and functionality. The home was not constructed by the current owner.
There is nothing unique about the Property which requires the expansion of a
nonconforming building to less than a foot from the rear property line. Regarding
the setback variance, this criterion is not met.
The proposed change in the nonconforming hardcover from a patio to building
footprint is an intensification of the nonconformity and is not reasonable in this
circumstance. Regarding the hardcover variance, this criterion is not met.
c. The variance, if granted, will not alter the essential character of the locality.”
The requested variance for a 0.1 foot setback from the rear lot line will result in the
Property being out of character with the neighborhood; and result in additional
encroachments into the rear setback. The change from grade-level patio hardcover
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 4 of 5
to the mass of building hardcover will alter the character of the locality. This
criterion is not met.
4. “Economic considerations alone do not constitute practical difficulties.” Economic
considerations have not been a factor in the variance approval determination.
5. “Practical difficulties also include but are not limited to inadequate access to direct sunlight
for solar energy systems. Variances shall be granted for earth-sheltered construction as
defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter
78.” This condition is not applicable.
6. “The board or the council may not permit as a variance any use that is not permitted under
Orono City Code Chapter 78 for property in the zone where the affected person's land is
located.” The use for a residence building is an allowed use in the LR-1C District.
7. “The board or council may permit as a variance the temporary use of a one-family dwelling
as a two-family dwelling.” This condition is not applicable.
8. “The special conditions applying to the structure or land in question are peculiar to such
property or immediately adjoining property.” There are no special conditions peculiar to the
property that justify expansion of a nonconforming building to within one foot of the rear
property line.
9. “The conditions do not apply generally to other land or structures in the district in which the
land is located.” The location of the existing home on the Property 8.2 feet from the rear
lot line is an existing condition unique to a small number of properties in the City.
10. “The granting of the application is necessary for the preservation and enjoyment of a
substantial property right of the applicant.” Substantial property right is realized by the
principal structure. Expansion of an existing non-conforming structure is not a right.
Regarding the variance to expand the building footprint, this criterion is not met.
11. “The granting of the proposed variance will not in any way impair health, safety, comfort or
morals, or in any other respect be contrary to the intent of this chapter.” Granting the
requested variance will not adversely impact health, safety, comfort, or morals; however,
the expansion of the nonconforming building is contrary to the goals of the code in relation
to massing and property maintenance and drainage standards. With regard to the setback
variances for the building footprint expansion, this criterion has not been met.
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
Page 5 of 5
12. “The granting of such variance will not merely serve as a convenience to the applicant, but
is necessary to alleviate demonstrable difficulty.” The Owner asserts that the variances are
necessary to alleviate a practical difficulty in the home’s functionality and will not merely
serve as a convenience. Reasonable use is realized by the principal structure. With regard
to the setback variance for the footprint expansion, this criterion has not been met.
CONCLUSIONS, ORDER AND CONDITIONS:
Based upon one or more of the above findings, the Orono City Council hereby denies the
variances to Sections 78-350 and 78-1700 pertaining to the expansion of the nonconforming
principal building footprint within the rear yard setback, subject to the following conditions:
1. Council action is based on the entire record, above Findings.
ADOPTED by the Orono City Council on this 22nd day of April, 2019.
ATTEST: CITY OF ORONO:
_______________________________ ________________________________
Anna Carlson, City Clerk Dennis Walsh, Mayor
MINUTES OF THE
ORONO CITY COUNCIL MEETING
Monday, April 8, 2019
7:00 o’clock p.m.
__________________________________________________________________________________
16. LA19-000011 JULIE LENSING, 3349 CRYSTAL BAY ROAD
Barnhart stated the applicant is requesting a variance in order to construct an 18’ x 18’ addition on the rear of
the existing home resulting in a setback from the rear lot line of approximately 1.2 inches. The existing
hardcover level is 42.9 percent. The proposed addition will be constructed over an existing patio so no new
hardcover is proposed. Due to the change in the nature of the nonconforming hardcover, which is an
expansion from non-building to building, a hardcover variance is required.
The Hennepin County Regional Rail Authority is the property owner to the rear or south. Both Staff and the
property owners have discussed this project with Jessica Galatz, the HCRRA representative. Ms. Galatz
indicated that the applicant’s agreement to remove the shed encroachment and the applicant’s changes to the
plans in response to Roger Peitso’s comments help to alleviate their concerns with the application. In addition,
Ms. Galatz indicated that the proposed grading for the addition and future home maintenance can be
accommodated through temporary access permits. The applicant did ask whether she could purchase some
additional property but the HCRRA was not in favor of that.
The Planning Commission reviewed this application at their March meeting and voted 4 to 2 in favor of a
motion to approve the requested variances.
Staff does not support the variance reducing the rear yard setback from 7.4 feet to 0.1 feet. In Staff’s view, the
burden of proof to present practical difficulties to support that level of variance has not been met.
The City Council should discuss the application and then make a motion directing Staff to draft a resolution for
approval or provide findings for a denial resolution to be reviewed and adopted at the
April 22 meeting.
Julie Lensing, Applicant, stated she has lived in the house for almost four years now and that she loves the
lake, the Dakota Trail, and would like to stay living in the house. She has come to a point where there are
some difficulties that have arisen. The laundry room is located in the garage currently, which requires taking a
laundry basket and going down one-half flight of stairs, out one door, and then through another door to gain
access. Lensing indicated she is getting older and that it will get more difficult.
Lensing stated the other item is that she is getting married next month and between the two of them they have
six adult children. Those adult children are going to start having children soon and that she would like to have
them come to visit and be able to spend the night periodically. As the house currently is, the number of beds is
very limited and that she is proposing a bunk room with two sets of beds to accommodate more of her family.
The third practical difficulty is the closet in the master bedroom. The current closet has a two-foot opening
and that is it, which means the closet space is very limited. The addition would put the laundry room up on the
main level, would provide four more potential beds, and also provide a small walk-in closet. Lensing noted
she is talking about an 8’ x 18’ addition.
Lensing indicated they have looked at a lot of different options and that this plan is the best they can come up
with given the small lot. The addition will be built over a current patio and line up with the deck. There was
some discussion at the Planning Commission that if the addition was any smaller, bunk beds would not fit in
there.
Lensing noted her neighbor supports this addition. The Hennepin County Rail Authority has approved a
temporary permit for the construction and the maintenance. The architect will also be able to change the plans
to comply with all of the concerns expressed by the Orono building code official. In addition, a small shed on
HCRRA’s property will be removed as part of the project. The addition will make the house much more
livable and enjoyable.
MINUTES OF THE
ORONO CITY COUNCIL MEETING
Monday, April 8, 2019
7:00 o’clock p.m.
__________________________________________________________________________________
Walsh pointed out functionality of someone’s house has never really perceived as a practical difficulty and that
he would have a hard time finding for that.
Johnson noted there is some existing hardcover there and that the applicant is talking about improving upon
that hardcover. The question becomes what responsibility the City has for not allowing a structure right up to
the property line. The applicant has done a lot of work to mitigate what will happen in the future as far as
maintenance but that it comes down to whether there will be a problem in the future.
Walsh stated if someone wants to put some Spancrete down on a weekend and call it a patio and then ask to
build a structure there over the existing Spancrete, it raises the same type of situation. The practical difficulty
has to be inherent with the land such that they would not be able to do such and such. The City Council has
told people before that the Council is not here to design someone’s house. The Council will tell applicants
what they are allowed to do, but that it is up to the applicant to decide how to design it.
Seals asked what the other homes in the neighborhood look like in relation to the HCRRA property.
Barnhart indicated there are no houses that close as to what is being proposed here, but that on Crystal Bay
Road most of the lots have required some type of variance. Almost all of the rear yard setbacks in the
neighborhood do not meet the required setback and they range anywhere from 5 to 43 feet. A variance to the
rear yard setback in the Crystal Bay is not uncommon. In this situation, Staff would have a hard time
supporting anything less than three feet. The current rear yard requirement is 30 feet for this area.
Seals stated she understands the desire to maximize the house, but that this house is currently at 42.9 percent
hardcover and is maxed out. Seals stated in her view it would be very irresponsible for the City Council to
approve something like this and that she does not see a practical difficulty.
Barnhart noted the hardcover and functionality of the house is a result of the small lot.
Crosby asked what the depth of the rear lot is currently.
Barnhart noted it is 8.2 feet.
Seals moved, Crosby seconded, to direct Staff to draft a denial resolution for Application No. LA19-
000011, Julie Lensing, 3349 Crystal Bay Road, denying a rear yard setback variance and a hardcover
variance. VOTE: Ayes 4, Nays 0.
AGENDA ITEM
Prepared By: RJO Reviewed By: DJR Approved By: DJR
1.Purpose. The purpose of this item is to publically present the 2017 audit and Comprehensive Annual
Financial Report (CAFR) to the Council and public.
2.Background. Upon completion of the annual audit, the City’s auditors publically present the results
to the Mayor and Council. Michelle Hoffman from Clifton Larson and Allen is here tonight to
present the 2017 audit results.
COUNCIL ACTION REQUESTED:
No action is required. This is an information item only.
Exhibits
A.2017 CAFR
B.Governance Letter
C.Internal Control Report
Item No.: 14 Date: April 22, 2019
Item Description: 2017 Audit
Presenter: Ronald Olson, Finance Director Agenda
Section:
Presentation
References
A. Power Point Presentation
CITY OF ORONO, MINNESOTA
COMPREHENSIVE ANNUAL FINANCIAL REPORT
YEAR ENDED DECEMBER 31, 2017
PREPARED BY THE FINANCE DEPARTMENT
OF THE CITY OF ORONO, MINNESOTA
RON OLSON
DIRECTOR OF FINANCE
CITY OF ORONO
TABLE OF CONTENTS
YEAR ENDED DECEMBER 31, 2017
INTRODUCTORY SECTION
LETTER OF TRANSMITTAL 1
OFFICIAL DIRECTORY 5
ORGANIZATIONAL CHART 6
CERTIFICATE OF ACHIEVEMENT FOR EXCELLENCE IN FINANCIAL
REPORTING 7
FINANCIAL SECTION
INDEPENDENT AUDITORS’ REPORT 8
MANAGEMENT’S DISCUSSION AND ANALYSIS 11
BASIC FINANCIAL STATEMENTS
STATEMENT OF NET POSITION 19
STATEMENT OF ACTIVITIES 20
GOVERNMENTAL FUNDS
BALANCE SHEET 21
RECONCILIATION OF THE BALANCE SHEET TO THE STATEMENT OF NET
POSITION – GOVERNMENTAL ACTIVITIES 22
STATEMENT OF REVENUES, EXPENDITURES, AND CHANGES IN FUND
BALANCES 23
RECONCILIATION OF THE STATEMENT OF REVENUES, EXPENDITURES,
AND CHANGES IN FUND BALANCES TO THE STATEMENT OF ACTIVITIES
– GOVERNMENTAL ACTIVITIES 24
PROPRIETARY FUNDS
STATEMENT OF NET POSITION 25
STATEMENT OF REVENUES, EXPENSES, AND CHANGES IN NET POSITION 26
STATEMENT OF CASH FLOWS 27
NOTES TO BASIC FINANCIAL STATEMENTS 28
REQUIRED SUPPLEMENTARY INFORMATION
SCHEDULE OF REVENUES, EXPENDITURES, AND CHANGES IN FUND
BALANCES – GENERAL FUND – BUDGET TO ACTUAL (GAAP BASIS) 56
NOTE TO REQUIRED SUPPLEMENTARY INFORMATION 57
SCHEDULE OF FUNDING PROGRESS FOR POSTEMPLOYMENT BENEFIT
PLAN 58
PERA SCHEDULE OF THE CITY’S PROPORTIONATE SHARE OF THE NET
PENSION LIABILITY 59
PERA SCHEDULE OF CITY CONTRIBUTIONS 60
CITY OF ORONO
TABLE OF CONTENTS (CONTINUED)
YEAR ENDED DECEMBER 31, 2017
COMBINING AND INDIVIDUAL FUND STATEMENTS AND SCHEDULES
NONMAJOR GOVERNMENTAL FUNDS
COMBINING BALANCE SHEET 61
COMBINING STATEMENT OF REVENUE, EXPENDITURES, AND CHANGES
IN FUND BALANCES 62
NONMAJOR SPECIAL REVENUE FUNDS
COMBINING BALANCE SHEET 63
COMBINING STATEMENT OF REVENUE, EXPENDITURES, AND CHANGES
IN FUND BALANCES 64
NONMAJOR DEBT SERVICE FUNDS
COMBINING BALANCE SHEET 68
COMBINING STATEMENT OF REVENUE, EXPENDITURES, AND CHANGES
IN FUND BALANCES 69
NONMAJOR CAPITAL PROJECT FUNDS
COMBINING BALANCE SHEET 70
COMBINING STATEMENT OF REVENUE, EXPENDITURES, AND CHANGES
IN FUND BALANCES 71
NONMAJOR PROPRIETARY FUNDS
COMBINING STATEMENT OF NET POSITION 73
COMBINING STATEMENT OF REVENUES, EXPENSES, AND CHANGES IN
NET POSITION 74
INTERNAL SERVICE FUNDS
COMBINING STATEMENT OF NET POSITION 72
COMBINING STATEMENT OF REVENUE, EXPENSES, AND CHANGES IN
NET POSITION 73
COMBINING STATEMENT OF CASH FLOWS 74
STATISTICAL SECTION (UNAUDITED)
NET POSITION BY COMPONENT 75
CHANGES IN NET POSITION 76
FUND BALANCES, GOVERNMENTAL FUNDS 78
CHANGES IN FUND BALANCES, GOVERNMENTAL FUNDS 79
TAX CAPACITY VALUE AND ESTIMATED MARKET VALUE OF TAXABLE
PROPERTY 80
DIRECT AND OVERLAPPING TAX RATES 81
PRINCIPAL PROPERTY TAXPAYERS 82
CITY OF ORONO
TABLE OF CONTENTS (CONTINUED)
YEAR ENDED DECEMBER 31, 2017
PROPERTY TAX LEVIES AND COLLECTIONS 83
RATIOS OF OUTSTANDING DEBT BY TYPE 84
RATIOS OF GENERAL BONDED DEBT OUTSTANDING 85
DIRECT AND OVERLAPPING GOVERNMENTAL ACTIVITIES DEBT 86
LEGAL DEBT MARGIN INFORMATION 87
PLEDGED REVENUE 88
DEMOGRAPHIC AND ECONOMIC STATISTICS 89
PRINCIPAL EMPLOYERS 90
FULL-TIME EQUIVALENT CITY GOVERNMENT EMPLOYEES BY FUNCTION 91
OPERATING INDICATORS BY FUNCTION 92
CAPITAL ASSET STATISTICS BY FUNCTION 93
INTRODUCTORY SECTION
CITY OF ORONO
MUNICIPAL OFFICES
STREET ADDRESS MAILING ADDRESS:
2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
(1)
Telephone (952) 249-4600 ● Fax (952) 249-4616
www.ci.orono.mn.us
February 25, 2019
To the City Council and Citizens of the City of Orono:
The comprehensive annual financial report (CAFR) of the City of Orono, Minnesota (the City) for
the fiscal year ended December 31, 2017 is hereby submitted. Management assumes full
responsibility for both the accuracy of the data, and the completeness and fairness of the
presentation, including all disclosures, based on a comprehensive framework of internal control
that it has established for this purpose. Because the cost of internal control should not exceed
anticipated benefits, the objective is to provide reasonable, rather than absolute, assurance that
the financial statements are free of any material misstatements.
Minnesota Statutes require that the City have an annual audit performed by a certified public
accountant or the State Auditor. The City appointed the certified public accounting firm of
CliftonLarsonAllen LLP to perform the audit for the year ended December 31, 2017. The
independent auditor’s report on the basic financial statements is unqualified, and is included in
the financial section of this report.
Accounting principles generally accepted in the United States of America require that
management provide a narrative introduction, overview, and analysis to accompany the basic
financial statements in the form of Management’s Discussion and Analysis (MD&A). This letter
of transmittal is designed to complement the MD&A and should be read in conjunction with it.
The City’s MD&A can be found immediately following the report of the auditors.
PROFILE OF THE CITY
The City was incorporated effective January 1, 1955. The City is located on the northern shore
of Lake Minnetonka about 15 miles west of the City of Minneapolis. Of the City’s 24.5 square
miles of area, 50% is open water or marshland (with a total of 12.3 square miles of land area).
Of Lake Minnetonka, 40% of the shoreline and 33% of the lake area is in the City.
The City is a third ring suburb in the seven-county metropolitan Twin Cities area of
Minneapolis/St. Paul, and is located on Lake Minnetonka, the tenth largest and most heavily
used recreational lake in Minnesota. This heavy use is a result of the quality of the lake’s
aesthetic appeal, together with its proximity to the metropolitan urban core. The City developed
primarily because of this aesthetic amenity.
(2)
PROFILE OF THE CITY (CONTINUED)
The City is a residential community with primarily single-family housing, and includes a small
commercial district. The City totally surrounds two communities, which are part of the original township,
and substantially surrounds a third community. The City cooperates with these cities for the most cost
effective provision of city services.
The City is home to many of the metropolitan area’s top executives who appreciate the community’s
natural amenities. It is anticipated that the positive appeal of the community, together with the extent of
available land, will see the community experiencing continued development for the next ten years.
The City operates under the “Optional Plan A” form of government as defined in Minnesota Statutes.
Under this plan, the City Council, composed of an elected mayor and four elected trustees or council
members, exercises legislative authority and determines all matters of policy. The City Administrator,
appointed by the City Council, is responsible for the proper administering of all affairs relating to the
City.
The City provides a variety of municipal services which include: police protection, fire protection, street
maintenance, building inspection, planning, and zoning, public improvements, general administrative
services, public water and sewer utilities, and a municipal golf course.
The City adopts an annual budget for the General Fund and certain Special Revenue Funds. The City
has established budgetary control at the department level.
LOCAL ECONOMY
The City is in a strong financial position. Because of its strong residential tax base, and conservative
fiscal philosophy, the City continued in 2017 to have a tax capacity rate that is one of the lowest in the
county, ranking second lowest of 45 communities. The strength of the City’s financial condition is
reflected in its bond rating of Aaa since 2006 for all bond issues.
LONG-TERM FINANCIAL PLANNING
The Metropolitan Council requires all cities in the seven-county metropolitan area to have a
Comprehensive Plan. The Metropolitan Council and state statutes require cities to update their plans
every 10 years. The Orono Comprehensive Plan serves as a guide for orderly and economic private
and public improvement. The scope of the plan is intended to include almost every factor that
influences investments or improvements in the City. The City of Orono’s Comprehensive Plan has been
updated and approved by the City Council in 2010.
In 2011, the City analyzed the condition of its street infrastructure. This information was used to
develop a pavement management plan, which provides the basis for planning and funding street
improvements. In 2012, this plan was incorporated into a comprehensive Capital Improvement Plan
(CIP). The CIP is intended to be updated annually as part of the budgeting process. This was done
during 2017.
(3)
RELEVANT FINANCIAL POLICIES
The City is in the process of reviewing and formalizing its financial policies. The City recently updated
its investment policy. In 2011, the City amended its fund balance policy to reflect the requirements of
fund balance reporting addressed by GASB Statement No. 54. The policy also sets a fund balance
minimum and maximum for the General Fund. The CIP that was adopted in 2012 is updated annually
and is the basis for long-range capital planning and budgeting for the City.
MAJOR INITIATIVES
Cooperative Efforts with Other Jurisdictions
The City is involved in cooperative arrangements for fire services with the City of Long Lake. Long Lake
provides service to the City for fire services. The cities of Long Lake and Orono jointly own a fire station
and have a contract for service through 2024.
The City provides police protection to the cities of Spring Park, Minnetonka Beach, and Mound. The
efficiencies provided by one department serving four communities provide all of the cities enhanced
services. For example, one larger department allows for dedicated investigators, school resource
officers, and participation in a regional drug task force.
The City continues to be involved with a group of fourteen cities located adjacent to Lake Minnetonka in
an effort to identify new opportunities for cooperative service delivery to enable improved services and
increased efficiency.
Water and Sewer Infrastructure
The City operates and maintains both a water distribution and sanitary sewer collection system. The
City’s sanitary sewer collection system discharges into several Metropolitan Council Environmental
Services (MCES) interceptor sewers for treatment by MCES at the Blue Lake treatment plant. The City
pays MCES for sanitary sewer treatment charges on a quarterly basis, and these MCES treatment
costs are included in the City’s sewer billing to residents.
The City is continuing a proactive infiltration and inflow reduction program to eliminate significant
sources of inflow and infiltration of ground water into the City’s sanitary sewer system. In 2015, the City
invested $250,000 in a sewer lining project to promote this effort. Because the MCES charges are
based on measured flow, any reduction of inflow and infiltration results in lower charges.
The City has two water towers to serve the needs of the urban portion of the City. The two water towers
have become significant revenue generators through leases to telecommunications providers to meet
their antenna needs. The antenna revenue generated by the two water towers in 2017 was $108,174.
(4)
AWARDS AND ACKNOWLEDGEMENTS
Acknowledgements
We would like to express our appreciation to the entire city staff for their individual contributions in
assisting with the preparation of this report and to the outside agencies that assisted with essential
information for this report. We also would like to express appreciation to the Mayor and City Council
members for their interest and support in planning and conducting the financial operations of the City.
Sincerely,
Ronald J. Olson
Finance Director
CITY OF ORONO
OFFICIAL DIRECTORY
YEAR ENDED DECEMBER 31, 2017
(5)
CITY COUNCIL AND OTHER OFFICIALS
Dennis Walsh Mayor
Richard Crosby II Council Member
Wendy Dankey Council Member
Aaron Printup Council Member
Victoria Seals Council Member
CITY OFFICIALS
Dustin Rief City Administrator
Ronald Olson Finance Director - Treasurer
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FINANCIAL SECTION
(8)
INDEPENDENT AUDITORS’ REPORT
Honorable Mayor and the City Council
City of Orono, Minnesota
Report on the Financial Statements
We have audited the accompanying financial statements of the governmental activities, the business-
type activities, each major fund, and the aggregate remaining fund information of the City of Orono, as
of and for the year ended December 31, 2017, and the related notes to the financial statements, which
collectively comprise the City of Orono’s basic financial statements as listed in the table of contents.
Management’s Responsibility for the Financial Statements
Management is responsible for the preparation and fair presentation of these financial statements in
accordance with accounting principles generally accepted in the United States of America; this includes
the design, implementation, and maintenance of internal control relevant to the preparation and fair
presentation of financial statements that are free from material misstatement, whether due to fraud or
error.
Auditors’ Responsibility
Our responsibility is to express opinions on these financial statements based on our audit. We
conducted our audit in accordance with auditing standards generally accepted in the United States of
America and the standards applicable to financial audits contained in Government Auditing Standards,
issued by the Comptroller General of the United States. Those standards require that we plan and
perform the audit to obtain reasonable assurance about whether the financial statements are free from
material misstatement.
An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in
the financial statements. The procedures selected depend on the auditors’ judgment, including the
assessment of the risks of material misstatement of the financial statements, whether due to fraud or
error. In making those risk assessments, the auditor considers internal control relevant to the entity’s
preparation and fair presentation of the financial statements in order to design audit procedures that are
appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness
of the entity’s internal control. Accordingly, we express no such opinion. An audit also includes
evaluating the appropriateness of accounting policies used and the reasonableness of significant
accounting estimates made by management, as well as evaluating the overall presentation of the
financial statements.
We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for
our audit opinions.
Honorable Mayor and the City Council
City of Orono, Minnesota
(9)
Opinions
In our opinion, the financial statements referred to above present fairly, in all material respects, the
respective financial position of the governmental activities, the business-type activities, each major
fund, and the aggregate remaining fund information of the City of Orono as of December 31, 2017, and
the respective changes in financial position and, where applicable, cash flows thereof for the year then
ended in accordance with accounting principles generally accepted in the United States of America.
Other Matters
Required Supplementary Information
Accounting principles generally accepted in the United States of America require that the
management’s discussion and analysis, budgetary comparison information and schedule of funding
progress, as listed in the table of contents be presented to supplement the basic financial statements.
Such information, although not a part of the basic financial statements, is required by the Governmental
Accounting Standards Board who considers it to be an essential part of financial reporting for placing
the basic financial statements in an appropriate operational, economic, or historical context. We have
applied certain limited procedures to the required supplementary information in accordance with
auditing standards generally accepted in the United States of America, which consisted of inquiries of
management about the methods of preparing the information and comparing the information for
consistency with management’s responses to our inquiries, the basic financial statements, and other
knowledge we obtained during our audit of the basic financial statements. We do not express an
opinion or provide any assurance on the information because the limited procedures do not provide us
with sufficient evidence to express an opinion or provide any assurance.
Other Information
Our audit was conducted for the purpose of forming opinions on the financial statements that
collectively comprise the City of Orono’s basic financial statements. The introductory section, combining
and individual fund statements and schedules and statistical sections are presented for purposes of
additional analysis and are not a required part of the basic financial statements.
The combining and individual fund statements and schedules are the responsibility of management and
were derived from and relate directly to the underlying accounting and other records used to prepare
the basic financial statements. Such information has been subjected to the auditing procedures applied
in the audit of the basic financial statements and certain additional procedures, including comparing
and reconciling such information directly to the underlying accounting and other records used to
prepare the basic financial statements or to the basic financial statements themselves, and other
additional procedures in accordance with auditing standards generally accepted in the United States of
America. In our opinion, the other information is fairly stated, in all material respects, in relation to the
basic financial statements as a whole.
The introductory and statistical sections have not been subjected to the auditing procedures applied in
the audit of the basic financial statements and, accordingly, we do not express an opinion or provide
any assurance on them.
Honorable Mayor and the City Council
City of Orono, Minnesota
(10)
Other Reporting Required by Government Auditing Standards
In accordance with Government Auditing Standards, we have also issued our report dated February 25,
2019, on our consideration of the City of Orono’s internal control over financial reporting and on our
tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements and
other matters. The purpose of that report is solely to describe the scope of our testing of internal control
over financial reporting and compliance and the result of that testing, and not to provide an opinion on
the effectiveness of the City of Orono’s internal control over financial reporting or on compliance. That
report is an integral part of an audit performed in accordance with Government Auditing Standards in
considering City of Orono’s internal control over financial reporting and compliance.
CliftonLarsonAllen LLP
Minneapolis, Minnesota
February 25, 2019
CITY OF ORONO, MINNESOTA
MANAGEMENT’S DISCUSSION AND ANALYSIS
YEAR ENDED DECEMBER 31, 2017
(11)
As management of the City of Orono, Minnesota (the City), we have provided readers of the City’s
financial statements with this narrative overview and analysis of the financial activities of the City for the
fiscal year ended December 31, 2017.
FINANCIAL HIGHLIGHTS
o The net position of the City’s governmental activities increased by $1,700,245 during the year,
ending at $23,613,262.
o The net position of the City’s business-type activities increased by $199,243 during the year,
ending at $22,628,017.
o The fund balance of the General Fund increased by $21,238 during the year to $4,446,836 at
year-end.
o The Water, Sewer, and Recycling Funds reported operating losses of $29,595, $1,084, and
$14,357 respectively.
o The Storm Water and Cable Television Funds reported operating incomes of $98,708 and
$27,668, respectively.
OVERVIEW OF THE FINANCIAL STATEMENTS
The Management’s Discussion and Analysis is intended to serve as an introduction to the City’s basic
financial statements, which are comprised of three components: 1) government-wide financial
statements, 2) fund financial statements, and 3) notes to the basic financial statements. This report also
contains other information in addition to the basic financial statements themselves.
Government-Wide Financial Statements – The government-wide financial statements are designed
to provide readers with a broad overview of the City’s finances in a manner similar to private sector
businesses.
The statement of net position presents information on all the City’s assets, deferred outflows of
resources, liabilities, and deferred inflows of resources, with the difference between the assets and
deferred outflows and liabilities and deferred inflows reported as net position. Over time, increases in
net position may serve as a useful indicator of whether the financial position of the City is improving or
deteriorating.
The statement of activities presents information showing how the City’s net position changed during the
most recent fiscal year. All changes to net position are reported as soon as the underlying event giving
rise to the change occurs, regardless of the timing of related cash flows. Thus, revenues and expenses
are reported in this statement for some items that will only result in cash flows in future fiscal periods
(e.g. delinquent taxes and special assessments).
CITY OF ORONO, MINNESOTA
MANAGEMENT’S DISCUSSION AND ANALYSIS
YEAR ENDED DECEMBER 31, 2017
(12)
Both of the government-wide financial statements distinguish functions of the City that are principally
supported by property taxes and intergovernmental revenues (governmental activities) from other
functions that are intended to recover all or a significant portion of their costs through user fees and
charges (business-type activities). The governmental activities include general government, public
safety, streets, and parks and recreation. The business-type activities of the City include enterprises for
water operating, sewer operating, storm water, recycling, and cable television.
Fund Financial Statements – A fund is a grouping of related accounts that is used to maintain control
over resources that have been segregated for specific activities or objectives. The City, like other state
and local governments, uses fund accounting to ensure and demonstrate compliance with finance
related legal requirements. The funds of the City are divided into two categories - governmental funds
and proprietary funds.
Governmental Funds – Governmental funds are used to account for essentially the same functions as
governmental activities in the government-wide financial statements. However unlike the government-
wide financial statements, governmental fund financial statements focus on near-term inflows and
outflows of spendable resources, as well as the balances of spendable resources available at the end
of the fiscal year. Such information may be useful in evaluating a government’s near-term financing
requirements.
Because the focus of governmental funds is narrower than that of the government-wide financial
statements, it is useful to compare the information presented for governmental funds with similar
information presented for governmental activities in the government-wide financial statements. By doing
so, readers may better understand the long-term impact of the government’s near-term, financing
decisions. Both the governmental funds balance sheet and the statement of revenues, expenditures,
and changes in fund balances provide a reconciliation to facilitate the comparison between
governmental funds and governmental activities.
The fund financial statements present information for each major governmental fund in separate
columns. Data from the nonmajor governmental funds are combined into a single, aggregated
presentation. Individual fund data for each of these nonmajor governmental funds is provided in the
form of combining statements elsewhere in this report. The City adopts an annual appropriated budget
for the General Fund. Budget-to-actual comparisons are provided in this financial report for this fund.
Proprietary Funds – The City maintains two types of proprietary funds. Enterprise funds are used to
report the same functions presented as business-type activities in the government-wide financial
statements. The Internal Service Funds are used to accumulate and allocate insurance costs to the
various city functions as well as to account for the accrual of sick and vacation days that are earned by
the City’s employees. The Internal Service Funds are predominantly used by governmental functions,
however, they are included within the governmental activities and the business-type activities in the
government-wide financial statements based on each respective share of activity.
Notes to Basic Financial Statements – The notes to basic financial statements provide additional
information that is essential to a full understanding of the data provided in the government-wide and
fund financial statements.
CITY OF ORONO, MINNESOTA
MANAGEMENT’S DISCUSSION AND ANALYSIS
YEAR ENDED DECEMBER 31, 2017
(13)
Other Information – Combining statements and schedules for nonmajor funds are presented
immediately following the notes to basic financial statements.
The following is a summary of the City’s net position:
2017 2016
Current and Other Assets 13,112,921$ 15,985,121$
Capital Assets 26,281,233 24,880,357
Total Assets 39,394,154 40,865,478
Deferred Outflows of Resources 4,353,759 6,999,964
Noncurrent Liabilities Outstanding 11,832,262 21,473,054
Other Liabilities 2,933,855 3,064,277
Total Liabilities 14,766,117 24,537,331
Deferred Inflows of Resources 5,335,406 1,415,094
Net Position:
Net Investment in Capital Assets 19,020,035 16,660,990
Restricted 3,699,095 9,046,977
Unrestricted 894,132 (3,794,950)
Total Net Position 23,613,262$ 21,913,017$
2017 2016
Current and Other Assets 6,667,612$ 7,089,909$
Capital Assets 18,002,404 17,566,024
Total Assets 24,670,016 24,655,933
Deferred Outflows of Resources 96,026 204,881
Noncurrent Liabilities Outstanding 980,586 1,062,072
Other Liabilities 1,072,332 1,303,084
Total Liabilities 2,052,918 2,365,156
Deferred Inflows of Resources 85,107 66,884
Net Position:
Net Investment in Capital Assets 16,940,333 16,427,467
Restricted - -
Unrestricted 5,687,684 6,001,307
Total Net Position 22,628,017$ 22,428,774$
Governmental Activities
Business-Type Activities
The City’s financial position is the product of many factors. For example, the determination of the City’s
net investment in capital assets involves many assumptions and estimates, such as current and
accumulated depreciation amounts. A conservative versus liberal approach to depreciation estimates,
as well as capitalization policies, will produce a significant difference in the calculated amounts.
Net position increased by $1,899,488 ($1,700,245 Governmental, $199,243 Business-Type) this year,
largely due to increased road funding and a decrease in Public Safety Expenses.
CITY OF ORONO, MINNESOTA
MANAGEMENT’S DISCUSSION AND ANALYSIS
YEAR ENDED DECEMBER 31, 2017
(14)
The City has historically been financially conservative, managing revenues and expenditures/expenses
to assure operation of a balanced budget. The ongoing management of revenues and
expenditures/expenses and the sound financial position the City has attained have resulted in the City’s
excellent bond ratings: Aaa for all general obligation bond issues.
The following is a summary of the City’s change in Governmental net position:
2017 2016
Annual
Change
Percent
Change
REVENUES
Program Revenues:
Charges for Services $ 4,091,124 $ 3,916,626 174,498$ 4.46 %
Operating Grants and Contributions 1,174,782 671,059 503,723 75
Capital Grants and Contributions 609 1,070 (461) (43)
General Revenues:
Property Taxes 5,268,854 5,021,340 247,514 5
Unrestricted Investment Earnings 114,356 109,752 4,604 4
Gain on Sale of Capital Assets 38,738 45,518 (6,780) (15)
Other 53,207 149,388 (96,181) (64)
Total Revenues 10,741,670 9,914,753 826,917 8.34
EXPENSES
General Government 2,722,779 2,314,539 408,240 18
Public Safety 5,486,330 6,263,133 (776,803) (12)
Streets 393,354 752,976 (359,622) (48)
Parks and Recreation 420,410 413,797 6,613 2
Interest on Long-Term Debt 173,552 258,874 (85,322) (33)
Total Expenses 9,196,425 10,003,319 (806,894) (8)
CHANGE IN NET POSITION
BEFORE TRANSFERS 1,545,245 (88,566)1,633,811 (1845)
Transfers 155,000 155,000 - -
CHANGE IN NET POSITION 1,700,245 66,434 1,633,811 2459
Net Position - Beginning of Year 21,913,017 21,846,583 66,434 0
NET POSITION - END OF YEAR 23,613,262$ 21,913,017$ 1,700,245$ 8 %
Governmental Activities
Overall revenues increased 8.0% between 2016 and 2017. The largest increase was operating grants
and contributions, which increased as a result of a $458,339 increase in Municipal State Aid for Streets.
CITY OF ORONO, MINNESOTA
MANAGEMENT’S DISCUSSION AND ANALYSIS
YEAR ENDED DECEMBER 31, 2017
(15)
The following is a summary of the City’s change in Business-type net position:
2017 2016
Annual
Change
Percent
Change
REVENUES
Program Revenues:
Charges for Services $ 2,544,429 $ 2,858,516 (314,087)$ (11)%
Capital Grants and Contributions 45,218 - 45,218 -
General Revenues:
Unrestricted Interest Income on
Special Assessments 30,830 27,901 2,929 10
Unrestricted Investment Earnings 54,443 57,319 (2,876) (5)
Miscellaneous 155,079 133,066 22,013 17
Total Revenues 2,829,999 3,076,802 (246,803) (8)
EXPENSES
Water Operating 680,595 634,562 46,033 7
Sewer Operating 1,429,209 1,401,278 27,931 2
Storm Water 190,935 225,113 (34,178) (15)
Recycling 126,333 118,054 8,279 7
Cable Television 48,684 31,724 16,960 53
Total Expenses 2,475,756 2,410,731 65,025 3
CHANGE IN NET POSITION
BEFORE TRANSFERS 354,243 666,071 (311,828) (47)
Transfers (155,000) (155,000)- -
CHANGE IN NET POSITION 199,243 511,071 (311,828) (61)
Net Position - Beginning of Year 22,428,774 21,917,703 511,071 2
NET POSITION - END OF YEAR 22,628,017$ 22,428,774$ 199,243$ 1 %
Business-Type Activities
The business-type activities showed a decrease in revenues of 8%, mainly due to a decrease in
charges for services in the Storm Water fund as the city did not collect any trunk fees in the CY due to
decreased development from 2017. Expenses also increased 3%, largely as a result of the increased
usage and related expenses.
CITY OF ORONO, MINNESOTA
MANAGEMENT’S DISCUSSION AND ANALYSIS
YEAR ENDED DECEMBER 31, 2017
(16)
Governmental Activities
The graphs showing the governmental activities and their income clearly reflect the need for property
taxes to supplement the activities of the City. Under the state’s current local government aid formula the
City will receive no local government aid.
Charges for Services
38%
Operating Grants and
Contributions
11%
Capital Grants and
Contributions
0%
Property Taxes
49%
Unrestricted
Investment Earnings
1%
Other
1%
Business-Type Activities
The Sewer, Stormwater, and Cable Television funds experienced operating profits in the current year.
The Water and Recycling funds recorded operating losses. Water rates are continuing to be increased
based on the updated utility rate study, with the goal of producing a positive operating income in the
future. All of the enterprise funds experienced net profits when nonoperating revenues are included.
Utility rates continue to be set based on the utility rate study that was updated in 2013. The graph
below represents the makeup of the Business-Type Activities Revenues.
Charges for Services
90%
Capital Grants and
Contributions
2%
Unrestricted Interest
Income on
Special Assessments
1%
Unrestricted
Investment Earnings
2%Miscellaneous
5%
CITY OF ORONO, MINNESOTA
MANAGEMENT’S DISCUSSION AND ANALYSIS
YEAR ENDED DECEMBER 31, 2017
(17)
General Fund
The General Fund is the main operating fund of the City. Its primary revenue source in 2017 was
property taxes at 49.60% of the total revenue, followed by user fees at 37.55%. The total fund balance
increased by $21,238 during the current fiscal year. This increase is the result of higher than budgeted
licenses and permit revenue collected during the year. Expenditures were $93,803 under budget for the
year. However, revenues were also over budget by $460,840. Additional user fees revenue resulted in
higher than normal expenses related to those fees during the year. The unassigned fund balance of
$4,433,559 at the end of 2017 represents 58.96% of total General Fund expenditures for the year.
Proprietary Funds
The City’s enterprise funds had a combined net position balance of $22,454,124 at December 31,
2017. The financial activities of these funds have been summarized in previous charts within this
discussion.
Capital Assets
The City’s investment in capital assets (net of accumulated depreciation) for its governmental and
business-type activities as of December 31, 2017 is as follows:
2017 2016 2017 2016 2017 2016
Land 7,337,435$ 7,337,435$ 79,706$ 79,706$ 7,417,141$ 7,417,141$
Construction in Progress 3,255,918 1,649,110 607,731 1,869,944 3,863,649 3,519,054
Buildings and Building Improvements 9,160,345 9,160,345 1,605,211 770,330 10,765,556 9,930,675
Improvements Other than Buildings 2,373,988 2,373,988 13,511 13,511 2,387,499 2,387,499
Streets and Infrastructure 7,164,359 7,164,359 - - 7,164,359 7,164,359
Distribution/Collection Systems - - 24,849,760 23,489,131 24,849,760 23,489,131
Equipment and Furniture 4,256,047 3,614,633 924,164 918,404 5,180,211 4,533,037
Total Capital Assets 33,548,092 31,299,870 28,080,083 27,141,026 61,628,175 58,440,896
Less: Accumulated Depreciation (7,266,859) (6,419,513) (10,077,679) (9,575,002) (17,344,538) (15,994,515)
Total Capital Assets, Net 26,281,233$ 24,880,357$ 18,002,404$ 17,566,024$ 44,283,637$ 42,446,381$
Governmental Activities Business-Type Activities Total
The City has completed the development of a Capital Improvement Plan (CIP) that was formally
adopted by the City Council. This plan will be reviewed annually as part of the budget process. The
approved purchase of an asset management program will improve the City’s ability to track useful and
identify maintenance concerns involving the City’s infrastructure and assets.
Additional details of capital asset activity for the year can be found in Note 4 of the notes to basic
financial statements.
CITY OF ORONO, MINNESOTA
MANAGEMENT’S DISCUSSION AND ANALYSIS
YEAR ENDED DECEMBER 31, 2017
(18)
Long-Term Liabilities
The debt service funds account for the accumulation of resources to finance all of the City’s general
obligation bonds. The revenue sources for these funds include annual tax levies, special assessments,
and transfers from other funds. At year-end, the total fund balance of these funds was $2,105,118. The
following table summarized the City’s long-term liabilities.
2017 2016 2017 2016 2017 2016
General Obligation Bonds 7,660,000$ 11,210,000$ 1,045,000$ 1,120,000$ 8,705,000$ 12,330,000$
Compensated Absences 497,359 504,016 38,001 36,268 535,360 540,284
Capital Lease Payable - 6,024 - - - 6,024
Bond Premium (Discount), Net 195,751 221,701 17,071 18,557 212,822 240,258
Total Outstanding Debt 8,353,110$ 11,941,741$ 1,100,072$ 1,174,825$ 9,453,182$ 13,116,566$
Governmental Activities Business-Type Activities Total
Additional details of long-term debt activity for the year can be found in Note 5 of the notes to basic
financial statements.
General Fund Budgetary Highlights
Detail of the General Fund original budget, final budget and actual revenues and expenditures can be
found on page 55 of this report. While a few departments required budget adjustments, the City
compensated for these increases with reductions in other departments The Departments that needed
budget adjustments were Law & Legal Services, Central Services, Parks, Golf and Special Services.
Law and Legal Services was over budget due to the need to use a conflict attorney for prosecution. The
Central Services budget was over budget due to higher than anticipated software licensing fees. The
Parks budget was slightly over budget increase focus on Park beatification and maintenance as
directed by Council. The Golf Course continued a trend of increasing activity and as a result of the
increased public usage expenditures increased. Special Services is also related to building activity and
as a result was over budget. Both the golf course and special services departments have revenue lines
associated with the services that they provide. These revenues were also well over budget. The overall
General Fund net budget amount did not change and ended the year with a favorable budget variance
of $597,861 before other financing sources and uses.
REQUESTS FOR INFORMATION
Questions concerning any of the information provided in this report or requests for additional
information should be addressed by writing to the City of Orono, 2750 Kelley Parkway, P.O. Box 66,
Crystal Bay, Minnesota 55323 or by calling (952) 249-4600.
BASIC FINANCIAL STATEMENTS
CITY OF ORONO
STATEMENT OF NET POSITION
DECEMBER 31, 2017
See accompanying Notes to Basic Financial Statements.
(19)
Governmental
Activities
Business-Type
Activities Total
ASSETS
Cash and Investments 12,885,919$ 5,520,550$ 18,406,469$
Accounts Receivable 76,222 599,574 675,796
Property Taxes Receivable 10,308 - 10,308
Special Assessments Receivable 8,083 355,094 363,177
Accrued Interest Receivable 40,436 3,864 44,300
Internal Balances (173,893) 173,893 -
Due from Other Governments 248,101 4,425 252,526
Inventories 3,468 9,968 13,436
Prepaid Items 9,809 244 10,053
Other Assets 4,468 - 4,468
Capital Assets:
Nondepreciable:
Land 7,337,435 79,706 7,417,141
Construction in Progress 3,255,918 607,731 3,863,649
Depreciable:
Buildings and Building Improvements 9,160,345 1,605,211 10,765,556
Improvements Other than Buildings 2,373,988 13,511 2,387,499
Streets and Infrastructure 7,164,359 - 7,164,359
Distribution/Collection Systems - 24,849,760 24,849,760
Equipment and Furniture 4,256,047 924,164 5,180,211
Total Capital Assets 33,548,092 28,080,083 61,628,175
Less: Accumulated Depreciation (7,266,859) (10,077,679) (17,344,538)
Total Capital Assets, Net 26,281,233 18,002,404 44,283,637
Total Assets 39,394,154 24,670,016 64,064,170
DEFERRED OUTFLOWS OF RESOURCES
Deferred Outflows of Resources 4,353,759 96,026 4,449,785
LIABILITIES
Accounts and Contracts Payable 465,554 385,144 850,698
Accrued Salaries and Fringes 165,844 17,580 183,424
Accrued Interest Payable 79,368 10,179 89,547
Deposits 1,072,099 7,000 1,079,099
Unearned Revenue - 52,153 52,153
Due to Other Governmental Units 150,040 49,353 199,393
Compensated Absences - Due Within One Year 315,000 17,000 332,000
Bonds Payable - Due Within One Year 685,950 81,485 767,435
Long-Term Liabilities:
Other Postemployment Benefits Payable 378,576 35,691 414,267
Net Pension Liability 4,101,526 395,746 4,497,272
Compensated Absences - Due in More Than One Year 182,359 21,001 203,360
Bonds Payable - Due in More Than One Year 7,169,801 980,586 8,150,387
Total Liabilities 14,766,117 2,052,918 16,819,035
DEFERRED INFLOWS OF RESOURCES
Deferred Inflows of Resources - Pensions 5,335,406 85,107 5,420,513
Deferred Inflows of Resources - Taxes 33,128 33,128
Total Deferred Inflows of Resources 5,368,534 85,107 5,453,641
NET POSITION
Net Investment in Capital Assets 19,020,035 16,940,333 35,960,368
Restricted for:
Debt Service 2,029,024 - 2,029,024
Golf Course Improvements 267 - 267
Construction Activities 385,836 - 385,836
Park Improvements 762,056 - 762,056
Drug and Alcohol Law Enforcement 295,826 - 295,826
Home Buyer Purchase Assistance Program 132,467 - 132,467
Lurton Park Development and Maintenance 17,167 - 17,167
Senior Housing TIF 76,452 - 76,452
Unrestricted 894,132 5,687,684 6,581,816
Total Net Position 23,613,262$ 22,628,017$ 46,241,279$
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CITY OF ORONO
BALANCE SHEET
GOVERNMENTAL FUNDS
DECEMBER 31, 2017
See accompanying Notes to Basic Financial Statements.
(21)
Debt Service Other
General 2008 Improvement Governmental
Fund Bonds Funds Totals
ASSETS
Cash and Investments 4,765,474$ 87,666$ 6,971,731$ 11,824,871$
Receivables:
Miscellaneous Receivables 68,542 - - 68,542
Accrued Interest 35,867 137 3,792 39,796
Delinquent Taxes 6,876 - 3,432 10,308
Deferred Special Assessments - - 8,083 8,083
Prepaids 9,809 - - 9,809
Inventory 3,468 - - 3,468
Due from Other Governmental Units 221,258 - 30,173 251,431
Other Assets 4,468 - - 4,468
Total Assets 6,002,762$ 87,803$ 7,017,211$ 13,107,776$
LIABILITIES, DEFERRED INFLOWS
OF RESOURCES, AND FUND BALANCE
LIABILITIES
Accounts and Contracts Payable 134,353$ -$ 325,918$ 460,271$
Accrued Salaries Payable 165,844 - - 165,844
Due to Other Governmental Units 150,040 - 3,330 153,370
Deposits 1,072,099 - - 1,072,099
Total Liabilities 1,522,336 - 1,216,248 2,738,584
DEFERRED INFLOWS OF RESOURCES
Unavailable Revenue - Taxes 6,876$ -$ 3,432$ 10,308$
Unavailable Revenue - Special Assessments - - 8,083 8,083
Taxes Collected in Advance of Levy 26,714 - 6,414 33,128
Total Deferred Inflows of Resources 33,590 - 17,929 51,519
FUND BALANCE
Nonspendable:
Prepaids 9,809 - - 9,809
Inventory 3,468 - - 3,468
Restricted:
Debt Service - 87,803 2,017,315 2,105,118
Parkland Acquisitions and Improvement - - 762,056 762,056
Drug and Alcohol Law Enforcement - - 295,826 295,826
Home Buyer Purchase Assistance - - 132,467 132,467
Lurton Park Development and Maintenance - - 17,167 17,167
Senior Housing - - 76,452 76,452
Road Construction Projects - - 377,595 377,595
Golf Course Improvements - - 267 267
Big Island 6,000 6,000
Assigned:
Long Lake Fire Equipment - - 657,043 657,043
Capital Equipment Purchases - - 521,441 521,441
Police Equipment Purchases - - 299,383 299,383
Future Construction Projects - - 985,538 985,538
Community-Wide Projects - - 659,309 659,309
Debt Service - - 1,251 1,251
Police Garage Project - 24,883 24,883
Unassigned 4,433,559 - (1,050,959) 3,382,600
Total Fund Balance 4,446,836 87,803 5,783,034 10,317,673
Total Liabilities, Deferred Inflows of
Resources, and Fund Balance 6,002,762$ 87,803$ 7,017,211$ 13,107,776$
CITY OF ORONO
RECONCILIATION OF THE BALANCE SHEET TO THE
STATEMENT OF NET POSITION
GOVERNMENTAL ACTIVITIES
DECEMBER 31, 2017
See accompanying Notes to Basic Financial Statements.
(22)
Total Fund Balances for Governmental Funds 10,317,673$
Land 7,337,435$
Construction in Progress 3,255,918
Buildings and Building Improvements 9,160,345
Improvements Other than Buildings 2,373,988
Streets and Infrastructure 7,164,359
Equipment and Furniture 4,256,047
Total Capital Assets 33,548,092
Less: Accumulated Depreciation (7,266,859) 26,281,233
18,391
(79,368)
Net Pension Liability (4,101,526)
Deferred Inflows of Resources - Pensions (5,335,406)
Deferred Outflows of Resources - Pensions 4,353,759 (5,083,173)
Long-term liabilities that pertain to governmental funds, including bonds payable, are
not due and payable in the current period and, therefore, are not reported as fund
liabilities. All liabilities - both current and long term - are reported in the statement
of net position.
Bonds Payable (7,660,000)
Unamortized Premiums (195,751)
Other Postemployment Benefits (378,576)
Compensated Absence Payable (497,359) (8,731,686)
Internal service funds are used by management to charge the costs of employee
benefits and vehicle maintenance to individual funds. The assets and liabilities of the
internal service funds are included in governmental activities in the statement of
net position.890,192
Total Net Position of Governmental Activities 23,613,262$
Total net position reported for governmental activities in the statement of net position is
different because:
Interest on long-term debt is not accrued in governmental funds, but rather is recognized as
an expenditure when due. Accrued interest for general obligation bonds is included in the
statement of net position.
Capital assets used in governmental funds are not financial resources and, therefore, are not
reported in the funds. Those assets consist of:
The City’s net pension liability and related deferred inflows and deferred outflows are
recorded only on the statement of net position. Balances at year end are:
Some of the City's receivables, including property taxes and special assessments, will be
collected after year-end, but are not available soon enough to pay for the current period's
expenditures and, therefore, are reported as deferred inflows of resources in the
governmental funds.
CITY OF ORONO
STATEMENT OF REVENUES, EXPENDITURES, AND
CHANGES IN FUND BALANCES
GOVERNMENTAL FUNDS
YEAR ENDED DECEMBER 31, 2017
See accompanying Notes to Basic Financial Statements.
(23)
Debt Service Other
General 2008 Improvement Governmental
Fund Bonds Funds Totals
REVENUE
Property Taxes 4,180,566$ -$ 1,077,980$ 5,258,546$
Special Assessments - - 2,226 2,226
Licenses and Permits 613,218 - - 613,218
Intergovernmental Revenue 290,342 - 734,702 1,025,044
Fines and Forfeitures 70,580 - 31,244 101,824
Other Revenue:
Investment Earnings 48,676 1,655 54,748 105,079
User Fees 3,165,196 - - 3,165,196
Rents and Refunds 4,950 - 6,000 10,950
Miscellaneous Revenue 55,172 - - 55,172
Total Revenue 8,428,700 1,655 1,906,900 10,337,255
EXPENDITURES
Current:
General Government 1,422,670 - 51,595 1,474,265
Public Safety 5,298,672 - 267 5,298,939
Streets 486,138 - - 486,138
Parks and Recreation 304,333 - - 304,333
Recycling 1,590 - - 1,590
Capital Outlay
Other - - 2,150,260 2,150,260
Debt Service:
Principal Retirement 6,024 2,925,000 625,000 3,556,024
Interest and Fiscal Charges 131 53,874 183,281 237,286
Total Expenditures 7,519,558 2,978,874 3,010,403 13,508,835
EXCESS (DEFICIENCY) OF REVENUE OVER
(UNDER) EXPENDITURES 909,142 (2,977,219) (1,103,503) (3,171,580)
OTHER FINANCE SOURCES (USES)
Transfers In - - 1,262,405 1,262,405
Transfers Out (926,642) - (180,763) (1,107,405)
Proceeds from Sale of Capital Assets 38,738 - - 38,738
Total Other Finance Sources (Uses) (887,904) - 1,081,642 193,738
NET CHANGE IN FUND BALANCES 21,238 (2,977,219) (21,861) (2,977,842)
FUND BALANCES
Beginning of Year 4,425,598 3,065,022 5,804,895 13,295,515
End of Year 4,446,836$ 87,803$ 5,783,034$ 10,317,673$
CITY OF ORONO
RECONCILIATION OF THE STATEMENT OF REVENUES, EXPENDITURES, AND
CHANGES IN FUND BALANCES TO THE STATEMENT OF ACTIVITIES
GOVERNMENTAL ACTIVITIES
YEAR ENDED DECEMBER 31, 2017
See accompanying Notes to Basic Financial Statements.
(24)
Net Change in Fund Balances-Total Governmental Funds (2,977,842)$
Governmental funds report capital outlays as expenditures and proceeds from sale of capital
assets as revenues. However, in the statement of activities, assets are capitalized and the
cost is allocated over their estimated useful lives and reported as depreciation expense. This
is the amount by which depreciation exceeded capital outlays in the current period.
Capital Outlays - Improvement Costs (Net of Proceeds) 2,262,432$
Gain (Loss) on Disposal of Capital Assets 38,738
Proceeds from the Sale of Capital Assets (38,738)
Depreciation Expense (861,556) 1,400,876
Principal Payments for Capital Leases 6,024 6,024
Amortization of Bond Premium 25,950
Repayment of Bond Principal 3,550,000
Change in Accrued Interest Expense 31,760 3,607,710
Deferred Inflows of Resources - December 31, 2016 9,700
Deferred Inflows of Resources - December 31, 2017 18,391 8,691
(41,047)
(310,628)
6,461
Change in Net Position of Governmental Activities 1,700,245$
In the statement of activities, compensated absences and other postemployment benefits are
measured by the amounts earned during the year. In the governmental funds, however,
expenditures for these items are measured by the amount of financial resources used (essentially,
the amounts actually paid). During fiscal year 2017 compensated absence payable and other post
employment benefits payable changed.
Internal service funds are used by the City to charge the costs of insurance to individual funds. The
net revenue of the Internal Service Funds is reported with governmental activities.
Some capital asset additions are financed through capital leases. In governmental funds, a capital
lease arrangement is considered a source of financing, but in the statement of net position, the lease
obligation is reported as a liability.
Amounts reported for governmental activities in the statement of activities are different because:
The governmental funds report bond proceeds as financing sources, while repayment of bond
principal is reported as an expenditure. In the statement of net position, however, issuing debt
increases long-term liabilities and does not affect the statement of activities and repayment of
principal reduces the liability. Interest is recognized as an expenditure in the governmental funds
when it is due. In the statement of activities, however, interest expense is recognized as it accrues,
regardless of when it is due. The net effect of these differences in the treatment of general obligation
bonds and related items is as follows:
Pension expenditures in the governmental funds are measured by current year employee
contributions. Pension expenses on the statement of activities are measured by the change in net
pension liability and the related deferred inflows and outflows of resources.
CITY OF ORONO
STATEMENT OF NET POSITION
PROPRIETARY FUNDS
DECEMBER 31, 2017
See accompanying Notes to Basic Financial Statements.
(25)
Governmental
Activities
Other
Water Sewer Storm Business-Type Internal
Operating Operating Water Activities Totals Service
ASSETS AND DEFERRED
OUTFLOWS OF RESOURCES
CURRENT ASSETS
Cash and Cash Equivalents 898,091$ 2,778,844$ 1,640,265$ 203,350$ 5,520,550$ 1,061,048$
Receivables:
Accounts Receivables (Net of Allowance) 130,942 371,973 56,202 40,457 599,574 7,680
Accrued Interest 664 1,967 1,113 120 3,864 640
Delinquent Special Assessments - 21,850 - - 21,850 -
Special Assessments 57,480 275,764 - - 333,244 -
Prepaids 122 122 - - 244 -
Inventory 9,968 - - - 9,968 -
Due from Other Governmental Units 103 4,322 - - 4,425 -
Total Current Assets 1,097,370 3,454,842 1,697,580 243,927 6,493,719 1,069,368
CAPITAL ASSETS
Land and Land Improvements 62,195 24,654 6,368 - 93,217 -
Construction in Progress 64,403 438,323 105,005 - 607,731 -
Buildings and Improvements 1,572,243 32,968 - - 1,605,211 -
Equipment 91,092 538,304 245,870 48,898 924,164 -
Distribution/Collection System 5,575,748 17,965,270 1,308,742 - 24,849,760 -
Total 7,365,681 18,999,519 1,665,985 48,898 28,080,083 -
Less: Accumulated Depreciation (2,541,898) (7,314,263) (208,578) (12,940) (10,077,679) -
Net Capital Assets 4,823,783 11,685,256 1,457,407 35,958 18,002,404 -
Total Assets 5,921,153 15,140,098 3,154,987 279,885 24,496,123 1,069,368
DEFERRED OUTFLOWS OF RESOURCES
Deferred Outflows - Pensions 32,343 51,502 7,935 4,246 96,026 -
LIABILITIES, DEFERRED INFLOWS OF
RESOURCES, AND NET POSITION
CURRENT LIABILITIES
Accounts and Contracts Payable 102,903 256,776 24,675 790 385,144 5,283
Accrued Salaries Payable 6,441 9,585 1,554 - 17,580 -
Due to Other Governmental Units 30,281 18,699 373 - 49,353 -
Deposits 7,000 - - - 7,000 -
Compensated Absences Payable 7,618 13,383 - - 21,001 -
Unearned Revenue 36,383 15,770 - - 52,153 -
Accrued Interest Payable 10,179 - - - 10,179 -
Current Maturities of Long-Term Debt 81,485 - - - 81,485 -
Total Current Liabilities 282,290 314,213 26,602 790 623,895 5,283
NONCURRENT LIABILITIES
Bonds Payable 980,586 - - - 980,586 -
Other Postemployment Benefits 12,624 18,818 4,249 - 35,691 -
Net Pension Liability 133,292 212,250 32,701 17,503 395,746 -
Compensated Absences Payable 6,166 10,834 - - 17,000 -
Total Noncurrent Liabilities 1,132,668 241,902 36,950 17,503 1,429,023 -
Total Liabilities 1,414,958 556,115 63,552 18,293 2,052,918 5,283
DEFERRED INFLOWS OF RESOURCES
Deferred Inflows - Pensions 28,665 45,645 7,032 3,765 85,107 -
NET POSITION
Net Investment in Capital Assets 3,761,712 11,685,256 1,457,407 35,958 16,940,333 -
Unrestricted 748,161 2,904,584 1,634,931 226,115 5,513,791 1,064,085
Total Net Position 4,509,873$ 14,589,840$ 3,092,338$ 262,073$ 22,454,124 1,064,085$
Some amounts reported for business-type activities in the statement of net position are different
because certain internal service fund assets and liabilities are included with business-type activities 173,893
22,628,017$
Business-Type Activities
CITY OF ORONO
STATEMENT OF REVENUES, EXPENSES, AND CHANGES IN NET POSITION
PROPRIETARY FUNDS
YEAR ENDED DECEMBER 31, 2017
See accompanying Notes to Basic Financial Statements.
(26)
Governmental
Activities
Other
Water Sewer Storm Business-Type Internal
Operating Operating Water Activities Totals Service
OPERATING REVENUE
Sales and User Fees 619,487$ 1,400,830$ 289,643$ 186,649$ 2,496,609$ 297,329$
Other - 26,226 - 1,679 27,905 50,380
Total Operating Revenue 619,487 1,427,056 289,643 188,328 2,524,514 347,709
OPERATING EXPENSES
Personnel Services 190,398 322,837 43,153 25,924 582,312 -
Professional Services 24,032 23,162 36,740 124,715 208,649 -
Operating and Maintenance Supplies 34,512 7,935 1,946 - 44,393 -
Utilities 77,738 27,055 - - 104,793 -
Depreciation 178,222 308,847 35,827 4,312 527,208 -
Maintenance and Repairs 60,496 170,934 4,477 8,316 244,223 -
Administrative Charges from the General Fund 16,000 32,000 16,000 - 64,000 -
Insurance 10,280 18,930 720 - 29,930 358,967
Other Expenses 57,404 516,440 52,072 11,750 637,666 -
Total Operating Expenses 649,082 1,428,140 190,935 175,017 2,443,174 358,967
OPERATING INCOME (LOSS)(29,595) (1,084) 98,708 13,311 81,340 (11,258)
NONOPERATING REVENUE (EXPENSES)
Water Tower Rental Fee 108,174 - - - 108,174 -
Connection Fee - 7,650 - - 7,650 -
Investment Earnings 9,361 27,777 15,575 1,730 54,443 9,277
Interest Expense (23,071) - - - (23,071) -
State Grant - - - 28,242 28,242 -
Gain (Loss) on Sale of Capital Asset - (1,069) - - (1,069) -
Miscellaneous Revenue 20,919 74,065 3,719 8,273 106,976 -
Total Nonoperating Revenue (Expenses) 115,383 108,423 19,294 38,245 281,345 9,277
INCOME (LOSS) BEFORE CONTRIBUTIONS
AND TRANSFERS 85,788 107,339 118,002 51,556 362,685 (1,981)
Transfers Out (55,000) (100,000) - - (155,000) -
CHANGES IN NET POSITION 30,788 7,339 118,002 51,556 207,685 (1,981)
NET POSITION
Beginning of Year 4,479,085 14,582,501 2,974,336 210,517 1,066,066
End of Year 4,509,873$ 14,589,840$ 3,092,338$ 262,073$ 1,064,085$
Adjustment to Reflect the Consolidation of Internal Service Fund Activities Related to Enterprise Funds (8,442)
Change in Net Position of Business-Type Activities (page 20)199,243$
Business-Type Activities
CITY OF ORONO
STATEMENT OF CASH FLOWS
PROPRIETARY FUNDS
YEAR ENDED DECEMBER 31, 2017
See accompanying Notes to Basic Financial Statements.
(27)
Governmental
Activities
Other
Water Sewer Storm Water
Funds Total Internal Service
CASH FLOWS FROM OPERATING ACTIVITIES
Cash Receipts from Customers 611,326$ 1,422,963$ 284,945$ 187,082$ 2,506,316$ 297,329$
Cash Paid to Suppliers (403,706) (801,349) (91,882) (142,908) (1,439,845) (356,184)
Cash Paid to Employees (179,597) (307,161) (41,663) (18,703) (547,124) -
Other Receipts 20,919 55,073 3,719 9,952 89,663 42,700
Net Cash Provided (Used) by Operating Activities 48,942 369,526 155,119 35,423 609,010 (16,155)
CASH FLOWS FROM CAPITAL AND RELATED
FINANCING ACTIVITIES
Water Tower Rental Fees 108,174 - - - 108,174 -
Connection Fees Received - 7,650 - - 7,650 -
Special Assessments for Capital Purposes - - - - - -
Acquisition of Capital Assets (265,626) (566,430) (126,841) (5,760) (964,657) -
Amount received on sale of capital assets - - - - - -
Interest Paid on Bonds (25,183) - - - (25,183) -
Principal Payments on Bonds (75,000) - - - (75,000) -
Net Cash Provided (Used) by Capital and
Related Financing Activities (257,635) (558,780) (126,841) (5,760) (949,016) -
CASH FLOWS FROM INVESTING ACTIVITIES
Interest Received 8,697 25,810 14,462 1,610 50,579 8,637
Change in Fair Market Value of Investments - - - - - -
-
Net Cash Used by Investing Activities 8,697 25,810 14,462 1,610 50,579 8,637
CASH FLOWS FROM NONCAPITAL FINANCING ACTIVITIES
Transfers Out (55,000) (100,000) - - (155,000) -
Repayment of Advances from Other Funds - - - - - -
State Grant Received 45,218 - 28,242 73,460 -
Net Cash Provided (Used) by Noncapital
Financing Activities (55,000) (54,782) - 28,242 (81,540) -
NET INCREASE (DECREASE) IN CASH AND CASH EQUIVALENTS (254,996) (218,226) 42,740 59,515 (370,967) (7,518)
Cash and Cash Equivalents - Beginning of Year 1,153,087 2,997,070 1,597,525 143,835 5,891,517 1,068,566
CASH AND CASH EQUIVALENTS - END OF YEAR 898,091$ 2,778,844$ 1,640,265$ 203,350$ 5,520,550$ 1,061,048$
RECONCILIATION OF OPERATING INCOME (LOSS) TO NET
CASH PROVIDED (USED) BY OPERATING ACTIVITIES
Operating Income (Loss) (29,595)$ (1,084)$ 98,708$ 13,311$ 81,340$ (11,258)$
Miscellaneous Other Receipts Added to Operating Income 20,919 28,847 3,719 8,273 61,758 -
Noncash Expenses Included in Net Income:
Depreciation 178,222 308,847 35,827 4,312 527,208 -
Change in Assets and Liabilities:
(Increase) Decrease in:
Accounts Receivable (8,143) 19,716 (4,698) 433 7,308 (7,680)
Prepaid Items 74 35,873 - 1,098 37,045 -
Inventory - - - - - -
Due from Other Governmental Units (18) 2,417 - - 2,399 -
Deferred Outflows of Resources 37,326 60,373 9,766 1,390 108,855 -
Increase (Decrease) in:
Accounts Payable (140,772) (47,090) 19,700 775 (167,387) 2,783
Accrued Salaries Payable 411 369 18 - 798 -
Due to Other Governmental Units 17,454 6,324 373 - 24,151 -
Compensated Absences Payable 556 1,177 - - 1,733 -
Unearned Revenue - - - - - -
Other Postemployment Benefits 1,363 2,272 454 - 4,089 -
Net Pension Liability (34,777) (57,638) (10,001) 3,906 (98,510) -
Deferred Inflows of Resources 5,922 9,123 1,253 1,925 18,223 -
Net Cash Provided (Used) by Operating Activities 48,942$ 369,526$ 155,119$ 35,423$ 609,010$ (16,155)$
Business-Type Activities - Enterprise Funds
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(28)
NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES
A. Organization
The City of Orono, Minnesota (the City) operates under the "Optional Plan A" form of
government as defined in Minnesota Statutes. Under this plan, the City Council,
composed of an elected mayor and four elected trustees or council members, exercises
legislative authority and determines all matters of policy. The City Administrator,
appointed by the City Council, is responsible for the proper administering of all affairs
relating to the City.
The financial statements and the accounting policies of the City conform to accounting
principles generally accepted in the United States of America as applicable to
governmental units.
B. Reporting Entity
As required by accounting principles generally accepted in the United States of America,
these financial statements include the City (the primary government) and its component
unit. A component unit is a legally separate entity for which the primary government is
financially accountable, or for which the exclusion of the component unit would render
the financial statements of the primary government misleading. The criteria used to
determine if the primary government is financially accountable for a component unit
includes whether or not the primary government appoints the voting majority of the
potential component unit’s board, is able to impose its will on the potential component
unit, is in a relationship of financial benefit or burden with the potential component unit,
or is fiscally depended upon by the potential component unit.
The Orono Housing and Redevelopment Authority (Orono HRA) is a legally separate
organization created in accordance with Minnesota Statute § 469.003. Its purpose is to
clear and redevelop blighted areas within the City and to provide adequate housing for
low and moderate income residents. The Orono HRA is fiscally dependent upon the City,
and its governing board consists of the City’s mayor and council members. Therefore,
the Orono HRA has been reported as a blended component unit of the City, with its
funds reported as though they are funds of the City. The financial activity at this time is
limited to debt payments within the Orono HRA debt service funds, namely the public
facilities and project revenue bonds.
There are no other organizations that, when considered, would be included in the
financial statements as a component unit.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(29)
NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
C. Government-Wide Financial Statements
The government-wide financial statements (statement of net position and statement of
activities) display information about the reporting government as a whole. These
statements include all of the financial activities of the City. Governmental activities,
which normally are supported by taxes and intergovernmental revenues, are reported
separately from business-type activities, which rely to a significant extent on sales, fees,
and charges for support.
The statement of activities demonstrates the degree to which the direct expenses of a
given function or segment are offset by program revenues. Direct expenses are those
that are clearly identifiable with a specific function or segment. Program revenues
include: 1) charges to customers or applicants who purchase, use, or directly benefit
from goods, services, or privileges provided by a given function or segment, 2) operating
grants and contributions, and 3) capital grants and contributions, including special
assessments that are restricted to meeting the operational or capital requirements of a
particular function or segment. Taxes and other internally directed revenues are reported
as general revenues.
The government-wide financial statements are reported using the economic resources
measurement focus and the accrual basis of accounting. Revenues are recorded when
earned and expenses are recorded when a liability is incurred, regardless of the timing
of related cash flows. Property taxes and special assessments are recognized as
revenues in the fiscal year for which they are levied. Grants and similar items are
recognized when all eligibility requirements imposed by the provider have been met.
As a general rule, the effect of interfund activity has been eliminated from the
government-wide financial statements. However, charges between the City’s enterprise
funds and other functions are not eliminated, as that would distort the direct costs and
program revenues reported in those functions. The City applies restricted resources first
when an expense is incurred for which both restricted and unrestricted resources are
available. Depreciation expense can be specifically identified by function (see Note 4).
Interest on long-term debt is considered an indirect expense and is reported separately
on the statement of activities.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(30)
NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
D. Fund Financial Statement Presentation
Separate fund financial statements are provided for governmental and proprietary funds.
Major individual governmental and enterprise funds are reported as separate columns in
the fund financial statements. Aggregated information for the remaining nonmajor
governmental funds is reported in a single column in the fund financial statements.
Governmental fund financial statements are reported using the current financial
resources measurement focus and the modified accrual basis of accounting. Revenue is
recognized when it becomes measurable and available. "Measurable" means the
amount of the transaction can be determined and "available" means collectible within the
current period or soon enough thereafter to be used to pay liabilities of the current
period. For this purpose, the City considers revenues to be available if collected within
60 days after year-end.
Major revenue that is susceptible to accrual includes property taxes, intergovernmental
revenue, charges for services, and interest earned on investments. Only the portion of
special assessments receivable due within the current fiscal period is considered to be
susceptible to accrual as revenue of the current period. Revenue that is not susceptible
to accrual includes licenses and permits, fees, and miscellaneous revenue. Such
revenue is recorded only when received because it is not measurable until collected.
Grants and similar items are recognized when all eligibility requirements imposed by the
provider have been met.
Expenditures are generally recorded when a liability is incurred, except for principal and
interest on long-term debt and compensated absences, which are recognized as
expenditures to the extent they have matured. Capital asset acquisitions are reported as
capital outlay expenditures in the governmental funds. Proceeds of long-term debt and
acquisitions under capital leases are reported as other financing sources.
Proprietary fund financial statements are reported using the economic resources
measurement focus and accrual basis of accounting, similar to the government-wide
financial statements. Proprietary funds distinguish operating revenues and expenses
from nonoperating items. Operating revenues and expenses generally result from
providing services and producing and delivering goods in connection with a proprietary
fund’s principal ongoing operations. The principal operating revenues of the City’s
enterprise funds and the Internal Service Funds are charges to customers for sales and
services. The operating expenses for the enterprise funds and Internal Service Funds
include the cost of sales and services, administrative expenses, and depreciation on
capital assets. All revenues and expenses not meeting this definition are reported as
nonoperating revenues and expenses.
The Internal Service Funds are reported in the proprietary fund financial statements.
Because the principal user of internal services is the City’s governmental activities, the
financial statements of the Internal Service Funds are consolidated into both the
governmental activities and business-type activities columns when presented in the
government-wide financial statements. The cost of these services is reported in the
appropriate functional activity.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(31)
NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
D. Fund Financial Statement Presentation (Continued)
Description of Funds
The City reports the following major governmental funds:
General Fund – This is the general operating fund of the City. It is used to account
for all financial resources except those required to be accounted for in another fund.
2008 Improvement Bonds – This fund is used to accumulate resources and make
debt service payments on the City’s G.O. Improvement Bonds, Series 2008A.
The City reports the following major enterprise funds:
Water Operating Fund – This fund is used to account for the provision of water
services to the residents of the City who have water service available.
Sewer Operating Fund – This fund is used to account for the provision of sewer
services to the residents of the City who have sanitary sewer service available.
Storm Water Fund – This fund is used to account for the charges for and the costs
of maintaining the City’s storm water system.
The City’s proprietary funds also include the following:
Internal Service Funds – Insurance and Compensated Absences – These funds
are used to account for the insurance costs incurred by the City for general liability,
property, vehicle, workers’ compensation, and other insurance and deductibles as
well as to account for the accrual of sick and vacation days that are earned by the
City’s employees. These funds are reimbursed through charges to the various
participating departments of the City.
E. Cash and Investments
Cash balances from all funds are combined and invested to the extent available in short-
term investments. Earnings from the pooled investments are allocated to the individual
funds based on the average monthly cash and investment balances of the respective
funds. The City considers all highly liquid debt instruments with an original maturity from
the time of purchase by the City of three months or less to be cash equivalents. The
proprietary funds’ portion in the government-wide cash and investment management
pool is considered to be cash equivalent.
Cash and investments held by trustee reflect balances held in segregated accounts for
specific purposes. Interest earned on these investments is allocated directly to those
accounts.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(32)
NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
F. Receivables
All miscellaneous accounts receivable are shown at net of an allowance for doubtful
accounts. Since the City is generally able to certify delinquent utility bills to the county for
collection as special assessments, no allowance for uncollectible accounts has been
provided on those receivables. The only receivables not expected to be fully collected
within one year are property taxes and special assessments receivable.
G. Property Taxes
Property tax levies are set by the City Council by December of each year, and certified
to the County Auditor for collection in the following year. In Minnesota, counties act as
collection agents for all property taxes.
A portion of the property taxes levied may be paid by the State of Minnesota through
various tax credits, which are included in intergovernmental revenue in the financial
statements.
The county spreads all levies over taxable property. Such taxes become a lien on
January 1 and are recorded as receivables by the City on that date. Real property taxes
may be paid by taxpayers in two equal installments on May 15 and October 15. Personal
property taxes are due in full on May 15. The county provides tax settlements to cities
and other taxing districts several times a year. Taxes which remain unpaid at
December 31 are classified as delinquent taxes receivable.
H. Special Assessments
Special assessments represent the financing for public improvements paid for by the
benefiting property owners. These assessments are recorded as delinquent (levied but
unremitted) or deferred (certified but not yet levied) special assessments receivable.
I. Prepaid Items
Certain payments to vendors reflect costs applicable to future accounting periods and
are recorded as prepaid items in both government-wide and fund financial statements.
The City utilizes the consumption method when recording prepaid items.
J. Inventories
The City’s governmental funds utilize the consumption method for accounting for
inventory and all inventories of the City are stated at the lower of cost or market on the
first-in, first-out basis.
K. Interfund Receivables and Payables
Activity between funds that is representative of lending or borrowing arrangements is
reported as either "due to/from other funds" (current portion) or "advances to/from other
funds." All other outstanding balances between funds are reported as "due to/from other
funds." Any residual balances outstanding between the governmental activities and
business-type activities are reported in the government-wide financial statements as
"internal balances."
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(33)
NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
L. Capital Assets
Capital assets, which include property, buildings, improvements, equipment, and
infrastructure assets are reported in the applicable governmental or business-type
activities columns in the government-wide financial statements. Such assets are
capitalized at historical cost, or estimated historical cost for assets where actual
historical cost is not available. Donated assets are recorded as capital assets at their
acquisition value at the date of donation. The City defines capital assets as those with an
initial, individual cost of $5,000 or more for government-wide and $5,000 for proprietary
funds with an estimated useful life in excess of one year. The cost of normal
maintenance and repairs that do not add to the value of the asset or materially extend
asset lives are not capitalized. As allowed by accounting principles generally accepted in
the United States of America, the City has elected not to retroactively capitalize the
infrastructure of its governmental activities acquired prior to January 1, 2004.
Capital assets are recorded in the government-wide and proprietary fund financial
statements, but are not reported in the governmental fund financial statements. Interest
incurred during the construction phase of capital assets for business-type activities is
included as part of the capitalized value of the assets constructed. Capital assets are
depreciated using the straight-line method over their estimated useful lives. Land and
construction in progress are not depreciated. Useful lives vary from 15 to 50 years for
land improvements, buildings, and other improvements; 5 to 10 years for equipment; and
20 to 50 years for collection and distribution systems and other infrastructure.
M. Compensated Absences Payable
Certain city employees earn personal time off, vacation, compensation time, and sick
leave at various rates based on longevity. These compensated absences are paid to an
employee leaving in good standing, at their current rate of pay, with the exception of sick
leave in which one-half is paid to the departing employee. Compensated absences
payable are accounted for as long-term liabilities as described in the following section.
N. Long-Term Liabilities
In the government-wide and proprietary fund financial statements, long-term debt and
other long-term obligations are reported as liabilities. Bond premiums and discounts are
amortized over the life of the bonds using the straight-line method.
In the governmental fund financial statements, long-term debt and other long-term
obligations are not reported as liabilities. The face amount of debt issued is reported as
other financing sources. Premiums or discounts on debt issuances are reported as other
financing sources or uses, respectively. Issuance costs, whether or not withheld from the
actual debt proceeds received, are reported as debt service expenditures.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(34)
NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
O. Deferred Outflows of Resources and Deferred Inflows of Resources
In addition to assets, the statements of financial position will sometimes report a
separate section for deferred outflows of resources. This separate financial statement
element represents a consumption of net position that applies to a future period(s) and
so will not be recognized as an outflow of resources (expense/expenditure) until that
time. The City has one type of item, deferred outflows related to pensions, which
qualifies for reporting in this category. See Note 8 for additional detail.
In addition to liabilities, the statements of financial position or balance sheets will
sometimes report a separate section for deferred inflows of resources. This separate
financial statement element represents an acquisition of net position that applies to
future periods and so will not be recognized as an inflow of resources (revenue) until that
time. The City has two types of items which qualify for reporting in this category. The
first, unavailable revenue, arises under a modified accrual basis of accounting and is
therefore reported only in the governmental funds balance sheet. The governmental
funds report unavailable revenue from three sources: property taxes, special
assessments, and amounts due from other governments not collected within 60 days of
year-end. These amounts are deferred and recognized as an inflow of resources in the
period the amounts become available. The City reports deferred inflows related to taxes
collected in advance of levy, which are simply taxes prepaid to the City prior to being
due by the citizens and businesses within the City. The City also reports deferred inflows
related to pensions on its statements of net position. See Note 8 for additional detail.
P. Net Position/Fund Balance
Net position represents the difference between assets, deferred outflows of resources,
liabilities, and deferred inflows of resources in the government-wide and proprietary fund
financial statements. Net investment in capital assets consists of capital assets, net of
accumulated depreciation, reduced by the outstanding balance of any long-term debt
used to build or acquire the capital assets. Portions of net position are reported as
restricted when there are limitations imposed on their use through external restrictions
imposed by creditors, grantors, or laws or regulations of other governments.
In the fund financial statements, governmental funds report fund balances in the
classifications that disclose constraints for which amounts in those funds can be spent.
These classifications are as follows:
Nonspendable – portion of fund balances related to prepaids, inventories, long-term
receivables, and corpus on any permanent fund.
Restricted – funds are constrained from outside parties (statute, grantors, bond
agreements, etc.).
Committed – funds are established and modified by a resolution approved by the
City Council.
Assigned – consists of internally imposed constraints approved by the City Finance
Director. The City adopted a formal fund balance policy which gives authority to
assign fund balances to the Finance Director.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(35)
NOTE 1 SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
P. Net Position/Fund Balance (Continued)
Unassigned – is the residual classification for the General Fund and also reflects the
negative residual amounts in other funds.
When an expenditure is incurred for purposes for which both restricted and unrestricted
fund balance is available, it is the City’s policy to use restricted first, then unrestricted
fund balance.
When an expenditure is incurred for purposes for which committed, assigned, and
unassigned amounts are available, it is the City’s policy to use committed first, than
assigned, and finally unassigned amounts.
The City formally adopted a fund balance policy for the General Fund. The policy
establishes a year-end target unassigned fund balance of 45% of the fund’s annual
operating budget. Unassigned fund balance in excess of 50% will be transferred to the
Community Investment Construction Fund pursuant to Council approval.
Q. Budgets and Budgetary Accounting
Each fall, after holding a meeting to obtain public comments, the City Council legally
adopts the General Fund and any major special revenue funds. These budgets are
adopted on a basis consistent with accounting principles generally accepted in the
United States of America. The City has established budgetary control at the department
level. City management must request City Council approval before exceeding the budget
at that level. City management may transfer appropriations within the department level
without City Council approval. Appropriations lapse at year-end; however, the City
Council may approve the carryover of specific amounts. Encumbrance accounting is not
used.
R. Risk Management
The City is exposed to various risks of loss related to torts: theft of, damage to, and
destruction of assets; errors and omissions; and natural disasters. The City participates
in the League of Minnesota Cities Insurance Trust (LMCIT), a public entity risk pool for
its general property and casualty, workers’ compensation, and other miscellaneous
insurance coverages. LMCIT operates as a common risk management and insurance
program for a large number of cities in Minnesota. The City pays an annual premium to
LMCIT for insurance coverage. The LMCIT agreement provides that the trust will be self-
sustaining through member premiums and will reinsure through commercial companies
for claims in excess of certain limits. The City also carries commercial insurance for
certain other risks of loss. Settled claims resulting from these risks have not exceeded
insurance coverage in any of the past three fiscal years. There were no significant
reductions in insurance coverage in 2017.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(36)
NOTE 2 DEPOSITS AND INVESTMENTS
A. Components of Cash and Investments
Cash and investments at year-end consisted of the following:
Deposits 258,979$
Investments 18,146,330
Cash on Hand 1,160
18,406,469$
Cash and investments are presented in the financial statements as follows:
Financial Statement Presentation
Cash and Investments - Statement of Net Position 18,406,469$
B. Deposits
In accordance with applicable Minnesota Statutes, the City maintains deposits at
depository banks authorized by the City Council, including checking accounts and
certificates of deposit.
The following is considered the most significant risk associated with deposits:
Custodial Credit Risk – In the case of deposits, this is the risk that in the event of a
bank failure, the City’s deposits may be lost.
Minnesota Statutes require that all deposits be protected by federal deposit insurance,
corporate surety bond, or collateral. The market value of collateral pledged must equal
110% of the deposits not covered by federal deposit insurance or corporate surety
bonds. Authorized collateral includes treasury bills, notes, and bonds; issues of U.S.
government agencies; general obligations rated "A" or better; revenue obligations rated
"AA" or better; irrevocable standard letters of credit issued by the Federal Home Loan
Bank; and certificates of deposit. Minnesota Statutes require that securities pledged as
collateral be held in safekeeping in a restricted account at the Federal Reserve Bank or
in an account at a trust department of a commercial bank or other financial institution
that is not owned or controlled by the financial institution furnishing the collateral.
The City’s investment policies further limit depositories to those located in the State of
Minnesota, and must have a minimum capital and surplus of $10,000,000 and a net
worth to asset ratio minimum of 5%, except for the City’s main checking account at the
First National Bank of the Lakes, Navarre.
At year-end, the carrying amount of the City’s deposits was $264,982 while the balance
on the bank records was $239,126. At December 31, 2017, all deposits were fully
covered by federal depository insurance, surety bonds, or by collateral held by the City’s
agent in the City’s name.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(37)
NOTE 2 DEPOSITS AND INVESTMENTS (CONTINUED)
C. Investments
The City has the following investments at year-end:
Investments Measured at Fair Value Fair Value
Negotiable Certificates of Deposit with Maturity
at Purchase of Greater Than one Year 10,584,324$
Federal Home Loan Bank 1,239,295
Federal Home Loan Mortgage Corp. 1,240,622
Federal National Mortgage Association 252,305
Municipal Bonds 828,317
Total Investments Measured at Fair Value 14,144,863$
Amortized
Investments Measured at Amortized Cost Cost
Minnesota Municipal Money Market (4M) Fund 2,544,115$
Other Money Markets 1,457,352
Total Assets Measured at Amortized Cost 4,001,467$
Total Investments 18,146,330$
Investments are subject to various risks, the following of which are considered the most
significant:
Custodial Credit Risk – For investments, this is the risk that in the event of a failure of
the counterparty to an investment transaction (typically a broker-dealer) the City would
not be able to recover the value of its investments or collateral securities that are in the
possession of an outside party. The City typically limits its exposure by purchasing
insured or registered investments, or by the control of who holds the securities. City
investment policies require that security/broker/dealers be restricted to those regulated
by the Securities and Exchange Commission, have a minimum capital of $40,000,000
and may include "primary" dealers or regional dealers, and are located in Minnesota.
The City limits the amount of investments with a specific dealer to 30% of the investment
portfolio.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(38)
NOTE 2 DEPOSITS AND INVESTMENTS (CONTINUED)
C. Investments (Continued)
Credit Risk – This is the risk that an issuer or other counterparty to an investment will
not fulfill its obligations. Minnesota Statutes limit the City’s investments to direct
obligations or obligations guaranteed by the United States or its agencies; shares of
investment companies registered under the Federal Investment Company Act of 1940
that receive the highest credit rating, are rated in one of the two highest rating categories
by a statistical rating agency, and all of the investments have a final maturity of 13
months or less; general obligations rated "A" or better; revenue obligations rated "AA" or
better; general obligations of the Minnesota Housing Finance Agency rated "A" or better;
bankers’ acceptances of United States banks eligible for purchase by the Federal
Reserve System; commercial paper issued by United States corporations or their
Canadian subsidiaries, rated of the highest quality category by at least two nationally
recognized rating agencies, and maturing in 270 days or less; Guaranteed Investment
Contracts guaranteed by a United States commercial bank, domestic branch of a foreign
bank, or a United States insurance company, and with a credit quality in one of the top
two highest categories; repurchase or reverse purchase agreements and securities
lending agreements with financial institutions qualified as a "depository" by the
government entity, with banks that are members of the Federal Reserve System with
capitalization exceeding $10,000,000; that are a primary reporting dealer in U.S.
government securities to the Federal Reserve Bank of New York; or certain Minnesota
securities broker-dealers. The City’s investment policies do not allow investing in the
following instruments:
1. Reverse repurchase agreements
2. Mortgage-backed securities, as defined in Minnesota Statute § 118A.04, Subd. 6
3. Future contracts
4. Options
5. Guaranteed investment contracts
Interest Rate Risk – This is the risk of potential variability in the fair value of fixed rate
investments resulting from changes in interest rates (the longer the period for which an
interest rate is fixed, the greater the risk). The City’s investment policy also provides a
guideline that generally limits the duration of investments to a maturity of eight years,
and 20% of the portfolio to a specific maturity.
A schedule of the maturities and ratings of the City’s investments as of December 31,
2017 is as follows:
Total Value Less than 1 1 to 2 2 to 5 5+ No Maturity Rating
Negotiable Certificates of Deposit with Maturity at Time of Purchase
of More Than One Year 10,584,324$ 3,727,015$ 3,331,539$ 3,287,652$ 238,118$ -$ AAA
Federal Home Loan Bank 1,239,295 - - 1,239,295 - - AA+
Federal Home Loan Mortgage Corporation 1,240,622 - - 745,162 495,460 - AA+
Federal National Mortgage Association 252,305 - - 252,305 - - AA+
Municipal Bonds 828,317 - - 828,317 - NR
Money Markets 4,001,467 - - - 4,001,467 NR
18,146,330$ 3,727,015$ 3,331,539$ 5,524,414$ 1,561,895$ 4,001,467$
Deposits Held At Bank 246,792
Total 18,393,122$
Interest - Risk: Maturity in Years
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(39)
NOTE 2 DEPOSITS AND INVESTMENTS (CONTINUED)
C. Investments (Continued)
Concentration Risk – This is the risk associated with investing a significant portion of
the City’s investment (considered 5% or more) in the securities of a single issuer,
excluding U.S. guaranteed investments (such as treasuries), investment pools, and
mutual funds. The City’s investment policies provide a guideline of limiting investments
to 35% of a specific type.
At December 31, 2017, the following is a list of investments which individually comprise
more than 5% of the City’s total investments:
Percent of
Total Value
MN Municipal Money Markets (4M) 4,001,467$ 22.1%
Fair Value Measurements
The City uses fair value measurements to record fair value adjustments to certain assets
and liabilities and to determine fair value disclosures.
The City follows an accounting standard which defines fair value, establishes framework
for measuring fair value, establishes a fair value hierarchy based on the quality of inputs
used to measure fair value, and requires expanded disclosures about fair value
measurements. In accordance with this standard, the City has categorized its
investments, based on the priority of inputs to the valuation technique, into a three-level
fair value hierarchy. The fair value hierarchy gives the highest priority to quotes and
prices in active markets for identical assets and liabilities (Level 1) and the lowest priority
to unobservable inputs (Level 3). If the inputs used to measure the financial instruments
fall within different levels of the hierarchy, the categorization is based on the lowest level
input that is significant to the fair value measurement of the instrument.
Financial assets and liabilities recorded on the combined statements of financial position
are categorized based on the inputs to the valuation techniques as follows:
Level 1 – Financial assets and liabilities are valued using inputs that are
unadjusted quoted prices in active markets accessible at the measurement date
of identical financial assets and liabilities.
Level 2 – Financial assets and liabilities are valued based on quoted process for
similar assets or inputs that are observable, either directly or indirectly, for
substantially the full term through corroboration with observable market data.
Level 3 – Financial assets and liabilities are valued using pricing inputs which are
unobservable for the asset, inputs that reflect the reporting entity’s own
assumptions about the assumptions market participants would use in pricing the
asset.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(40)
NOTE 2 DEPOSITS AND INVESTMENTS (CONTINUED)
C. Investments (Continued)
Below is a categorization of the City’s investments at December 31, 2017.
Investment Type Level 1 Level 2 Level 3 Total
Negotiable Certificates of Deposit with Maturity
at Purchase of Greater Than One Year -$ 10,597,743$ -$ 10,597,743$
Federal Home Loan Bank - 1,239,295 - 1,239,295
Federal Home Loan Mortgage Corp. - 1,240,622 - 1,240,622
Federal National Mortgage Association - 252,305 - 252,305
Municipal Bonds - 835,910 - 835,910
Money Markets 4,001,467 - - 4,001,467
-$ 14,165,875$ -$ 18,167,342
Deposits Held at Bank 246,792
Total Investments 18,414,134$
NOTE 3 INTERFUND TRANSFERS
A. Interfund Transfers
From Fund To Fund Amount Purpose
General Fund Improvement and Equipment
Capital Outlay
250,000$ Budgeted operating transfer for capital
equipment purchases
General Fund 2014 Improvement Bonds 125,000 Budgeted transfer for debt service of
2014 Improvement Bonds
General Fund Pavement Management Plan 531,642 Budgeted transfer for road projects
General Fund Improvement and Equipment
Capital Outlay
20,000 Budgeted transfer for online human
resources application
2009 GO Improvement
Refunding Bond Fund
Pavement Management Fund 76,957 Budgeted transfer to close 2009 GO
Improvement Bond Fund and provide
excess fund balance for road projects.
2004 GO Improvement
Refunding Bond Fund
Pavement Management Plan 103,806 Budgeted transfer ot close 2004 GO
Improvement Refunding Bond Fund
and provide excess fund balance for
road projects.
Water Operating 2016 Refunding Bond 55,000 Budgeted transfer to Debt Service
Fund
Sewer Operating 2016 Refunding Bond 100,000 Budgeted transfer to Debt Service
Fund
1,262,405$
Transfers are used to move resources from the funds in which they are collected to the
funds where they are to be spent in accordance with statutory, budgetary, or contractual
requirements. Transfers to the nonmajor governmental funds include funding for debt
service, capital acquisitions, and improvements.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(41)
NOTE 4 CAPITAL ASSETS
A. Changes in Capital Assets Used in Governmental Activities
Beginning Ending
Balance Increases Decreases Transfers Balance
Governmental Activities:
Capital Assets, Not Being Depreciated:
Land 7,337,435$ -$ -$ -$ 7,337,435$
Construction in progress 1,649,110 1,606,808 - - 3,255,918
Total Capital Assets, Not Being Depreciated 8,986,545 1,606,808 - - 10,593,353
Capital Assets, Being Depreciated:
Buildings and Building Improvements 9,160,345 - - - 9,160,345
Improvements Other than Buildings 2,373,988 - - - 2,373,988
Equipment and Furniture 3,614,633 655,624 14,210 - 4,256,047
Streets and Infrastructure 7,164,359 - - - 7,164,359
Total Capital Assets, Being Depreciated 22,313,325 655,624 14,210 - 22,954,739
Accumulated Depreciation for:
Buildings and Building Improvements 2,419,902 184,354 - - 2,604,256
Improvements Other than Buildings 1,151,825 92,307 - (160,193) 1,083,939
Equipment and Furniture 2,037,056 405,688 14,210 - 2,428,534
Streets and Infrastructure 810,730 179,207 - 160,193 1,150,130
Total Accumulated Depreciation 6,419,513 861,556 14,210 - 7,266,859
Total Capital Assets, Being Depreciated, Net 15,893,812 (205,932) - - 15,687,880
Governmental Activities Capital Assets, Net 24,880,357$ 1,400,876$ -$ -$ 26,281,233$
B. Changes in Capital Assets Used in Business-Type Activities
Beginning Ending
Balance Increases Decreases Transfers Balance
Business-Type Activities:
Capital Assets, Not Being Depreciated:
Land 79,706$ -$ -$ -$ 79,706$
Construction in Progress 1,869,944 984,469 2,246,682 - 607,731
Total Capital Assets, Not Being Depreciated 1,949,650 984,469 2,246,682 - 687,437
Capital Assets, Being Depreciated:
Land Improvements 13,511 - - - 13,511
Buildings and Building Improvements 770,330 834,881 - - 1,605,211
Equipment and Furniture 918,404 5,760 - - 924,164
Distribution/Collection System 23,489,131 1,386,229 25,600 - 24,849,760
Total Capital Assets, Being Depreciated 25,191,376 2,226,870 25,600 - 27,392,646
Accumulated Depreciation for:
Land Improvements 5,369 253 - - 5,622
Buildings and Building Improvements 368,299 59,213 - - 427,512
Equipment and Furniture 436,353 51,819 - - 488,172
Distribution/Collection System 8,764,981 415,923 24,531 - 9,156,373
Total Accumulated Depreciation 9,575,002 527,208 24,531 - 10,077,679
Total Capital Assets, Being Depreciated, Net 15,616,374 1,699,662 1,069 - 17,314,967
Business-Type Activities Capital Assets, Net 17,566,024$ 2,684,131$ 2,247,751$ -$ 18,002,404$
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(42)
NOTE 4 CAPITAL ASSETS (CONTINUED)
C. Depreciation Expense by Function
Governmental Activities:
General Government 249,974$
Public Safety 258,382
Streets 284,461
Parks and Recreation 68,739
Total Depreciation Expense,
Governmental Activities 861,556$
Business-Type Activities:
Water Operating 178,222$
Sewer Operating 308,847
Storm Water 35,827
Cable Television 4,312
Total Depreciation Expense,
Business-Type Activities 527,208$
NOTE 5 LONG-TERM LIABILITIES
A. Components of, and Changes in Long-Term Liabilities
Beginning End of Due Within
of Year Additions Retirements Year One Year
Governmental Activities:
General Obligation Bonds 11,210,000$ -$ (3,550,000)$ 7,660,000$ 660,000$
Less Unamortized Amounts:
For Issuance Premiums 221,701 - (25,950) 195,751 25,950
Total Bonds Payable 11,431,701 - (3,575,950) 7,855,751 685,950
Capital Lease 6,024 - (6,024) - -
Compensated Absences 504,016 308,342 (314,999) 497,359 315,000
Total Governmental Activities 11,941,741 308,342 (3,896,973) 8,353,110 1,000,950
Business-Type Activities:
General Obligation Bonds 1,120,000 - (75,000) 1,045,000 80,000
Less Unamortized Amounts:
For Issuance Premium 18,557 - (1,486) 17,071 1,485
Compensated Absences 36,268 19,521 (17,788) 38,001 17,000
Total Business-Type Activities 1,174,825 19,521 (94,274) 1,100,072 98,485
Total Debt 13,116,566$ 327,863$ (3,991,247)$ 9,453,182$ 1,099,435$
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(43)
NOTE 5 LONG-TERM LIABILITIES (CONTINUED)
B. Bonds Payable
Description Original Issue Interest Rate Issue Date
Final Maturity
Date
Balance -
End of Year
Governmental Activities:
General Obligation Bonds Payable:
General Obligation Bonds of 2010A 4,315,000$ 3.00-3.75% 12/30/10 02/01/26 2,045,000$
General Obligation Bonds of 2014A 5,275,000 2.00-3.00% 06/19/14 02/01/29 2,935,000
Street Reconstruction Refunding Bonds of 2016A 2,680,000 2.00% 11/17/16 02/01/23 2,680,000
Total General Obligation Bonds Payable 7,660,000
Unamortized Bond Premium 195,751
Total Governmental Activities Bonds Payable 7,855,751$
Business-Type Activities:
General Obligation Revenue Bonds:
General Obligation Bonds of 2014A 5,275,000$ 2.00-3.00% 06/19/14 02/01/29 1,045,000$
Unamortized Bond Premium 17,071
Total Business-Type Activities Bonds Payable 1,062,071$
General Obligation Bonds – These bonds were issued to finance various
improvements and will be repaid from taxes and special assessments.
Minimum annual principal and interest payments required to retire general obligation
bonds are as follows:
Years Principal Interest
2018 660,000$ 182,888$
2019 890,000 165,363
2020 925,000 145,113
2021 945,000 124,238
2022 960,000 102,822
2023-2027 2,740,000 235,769
2028-2032 540,000 16,019
Totals 7,660,000$ 972,212$
Bonds Payable
Governmental Activities
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(44)
NOTE 5 LONG-TERM LIABILITIES (CONTINUED)
B. Bonds Payable (Continued)
Years Principal Interest
2018 80,000$ 23,631$
2019 80,000 22,031
2020 80,000 20,431
2021 80,000 18,831
2022 85,000 17,181
2023-2027 445,000 56,809
2028-2032 195,000 5,806
Totals 1,045,000$ 164,720$
Bonds Payable
Business-Type Activities
C. Compensated Absences
Liabilities for personal time off, vacation, compensation time, and sick leave will be paid
by the General Fund and proprietary funds as appropriate.
D. Ultimate Responsibility for Debt
General obligation bonds are backed by the full faith and credit of the City except for the
project revenue bonds.
E. Conduit Debt Obligations
At times, the City has issued various types of revenue bonds to provide financial
assistance to private sector, nonprofit, or governmental entities to finance the acquisition
or construction of facilities deemed to be in the public interest. The bonds are secured by
the property financed and are payable solely from payments received on the underlying
mortgage loans. Neither the City, nor any political subdivision thereof, is obligated in any
manner for repayment of the bonds. Accordingly, the bonds are not reported as liabilities
in the City’s financial statements. Original obligations totaled $800,000. It is not practical
to determine the outstanding balance of the conduit debt at year-end.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(45)
NOTE 6 OTHER POSTEMPLOYMENT BENEFITS
At December 31, 2009, the City adopted GASB Statement No. 45, Accounting and
Financial Reporting by Employers for Postemployment Benefits Other than Pensions. The
City engaged an actuary to determine the City’s liability for postemployment healthcare
benefits other than pensions as of January 1, 2016.
A. Plan Description
The City provides benefits for retirees as required by Minnesota Statute §471.61
subdivision 2b. Active employees, who retire from the City when over age 50 and with 20
years of service, may continue coverage with respect to both themselves and their
eligible dependent(s) under the City’s health benefits program until age 65. Pursuant to
the provisions of the plan, retirees are required to pay the total premium cost. As of
December 31, 2017 there were approximately 51 active participants and 5 retired
participants receiving benefits from the City’s health plans.
B. Funding Policy
The City funds its OPEB obligation on a pay as you go basis. For fiscal year 2017, the
City contributed $30,393 to the plan. For governmental activities, other postemployment
benefits are generally liquidated through the General Fund.
C. Annual OPEB Cost and Net OPEB Obligation
The City’s annual other postemployment benefit (OPEB) cost (expense) is calculated
based on the annual required contribution (ARC), an amount actuarially determined in
accordance with the parameters of GASB Statement 45. The ARC represents a level of
funding that, if paid on an ongoing basis, is projected to cover normal cost each year and
amortize any unfunded actuarial liabilities over a period not to exceed 30 years. The
following table shows the components of the City’s annual OPEB cost for the year, the
amount actually paid from the plan, and changes in the City’s net OPEB obligation.
Annual Required Contribution 80,025$
Interest on Net OPEB Obligation 16,311
Adjustment to Annual Required Contribution (14,150)
Annual OPEB Cost (Expense) 82,186
Contributions Made (30,393)
Increase in Net OPEB Obligation 51,793
Net OPEB Obligation - Beginning of Year 362,474
Net OPEB Obligation - End of Year 414,267$
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(46)
NOTE 6 OTHER POSTEMPLOYMENT BENEFITS (CONTINUED)
C. Annual OPEB Cost and Net OPEB Obligation (Continued)
The City’s annual OPEB cost, the percentage of the annual OPEB cost contributed to
the plan, and the net OPEB obligation for 2017:
Percentage
Fiscal Annual of Annual Net
Year OPEB OPEB Cost OPEB
Ended Cost Contributed Obligation
12/31/2017 82,186$ 37.0% 414,267$
12/31/2016 79,329 22.5% 362,474
12/31/2015 113,521 58.2% 300,977
D. Funded Status and Funding Progress
As of January 1, 2016, the most recent actuarial valuation date, the City’s unfunded
actuarial accrued liability (UAAL) was $550,331. The annual payroll for active employees
covered by the plan in the actuarial valuation was $3,584,000 for a ratio of UAAL to
covered payroll of 15.4%.
Actuarial valuations of an ongoing plan involve estimates of the value of reported
amounts and assumptions about the probability of occurrence of events far into the
future. Examples include assumptions about future employment, mortality, and
healthcare cost trends. Amounts determined regarding the funded status of the plan and
the annual required contributions of the employer are subject to continual revision as
actual results are compared with past expectations and new estimates are made about
the future. The schedule of funding progress, presented as required supplementary
information following the notes to the financial statements, presents multiyear trend
information about whether the actuarial value of plan assets is increasing or decreasing
over time relative to the actuarial accrued liabilities for benefits.
E. Actuarial Methods and Assumptions
Projections of benefits for financial reporting purposes are based on the substantive plan
(the plan as understood by the employer and plan members) and include the types of
benefits provided at the time of each valuation and the historical pattern of sharing of
benefit costs between the employer and plan members to that point. The actuarial
methods and assumptions used include techniques that are designed to reduce the
effects of short-term volatility in actuarial accrued liabilities and the actuarial value of
assets, consistent with the long-term perspective of the calculations.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(47)
NOTE 6 OTHER POSTEMPLOYMENT BENEFITS (CONTINUED)
E. Actuarial Methods and Assumptions (Continued)
In the January 1, 2016, actuarial valuation, the projected unit credit actuarial cost
method was used. The actuarial assumptions included a 4.5% investment rate of return
(net of administrative expenses), which the rate of the expected long-term investment
returns on the employer’s own investments calculated based on the funded level of the
plan at the valuation date. The initial healthcare trend rate was 9%, reduced by
decrements to an ultimate rate of 5% after 12 years. The rate includes a 3% inflation
rate. The UAAL is being amortized as a level percentage of projected payrolls on an
open basis. The remaining amortization period at December 31, 2016 was not to exceed
30 years.
NOTE 7 FLEXIBLE BENEFIT PLAN
The City offers a flexible benefit plan (the Plan). The Plan is a "cafeteria plan" under §125
of the Internal Revenue Code (IRC). All employees who meet the eligibility requirements
may participate in the Plan. To be eligible, an employee must be at least 20 years of age
and be regularly scheduled to work more than 20 hours per week.
Eligible employees can elect to participate by contributing pre-tax dollars withheld from
payroll checks to the Plan for healthcare and dependent care benefits. Payments are made
from the Plan to participating employees upon submitting a request for reimbursement of
eligible expenses actually incurred by the participant.
All assets of the Plan are held and administered by an independent contract administrator
for child care and medical expense reimbursements, and by the City for health insurance
premiums. All activity of the Plan is included in the financial statements as part of the
General Fund and enterprise funds as employee benefits.
All property of the Plan and income attributable to that property is solely the property of the
City, subject to the claims of the City’s general creditors. Participants’ rights under the Plan
are equal to those of general creditors of the City in an amount equal to the eligible
healthcare and dependent care expenses incurred by the participants. The City believes it
is unlikely that it will use the assets to satisfy the claims of general creditors in the future.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(48)
NOTE 8 DEFINED BENEFIT PENSION PLANS – STATE-WIDE
A. Plan Description
The City of Orono participates in the following cost-sharing multiple-employer defined
benefit pension plans administered by the Public Employees Retirement Association of
Minnesota (PERA). PERA’s defined-benefit pension plans are established and
administered in accordance with Minnesota Statutes, Chapters 353 and 356. PERA’s
defined-benefit pension plans are tax qualified plans under Section 401 (a) of the
Internal Revenue Code.
1. General Employees Retirement Plan (General Employees Plan)
All full-time and certain part-time employees of the City are covered by the General
Employees Plan. General Employees Plan members belong to either the Coordinated
Plan or the Basic Plan. Coordinated Plan members are covered by Social Security
and Basic Plan members are not. The Basic Plan was closed to new members in
1967. All new members must participate in the Coordinated Plan.
2. Public Employees Police and Fire Plan (Police and Fire Plan)
The Police and Fire Plan, originally established for police officers and firefighters not
covered by a local relief association, now covers all police officers and firefighters
hired since 1980. Effective July 1, 1999, the Police and Fire Plan also covers police
officers and firefighters belonging to a local relief association that elected to merge
with and transfer assets and administration to PERA.
B. Benefits Provided
PERA provides retirement, disability, and death benefits. Benefit provisions are
established by state statute and can only be modified by the state legislature.
Benefit increases are provided to benefit recipients each January. Increases are related
to the funding ratio of the plan. Members in plans that are at least 90% funded for two
consecutive years are given 2.5% increases. Members in plans that have not exceeded
90% funded, or have fallen below 80%, are given 1% increases.
The benefit provisions stated in the following paragraphs of this section are current
provisions and apply to active plan participants. Vested, terminated employees who are
entitled to benefits but are not receiving them yet are bound by the provisions in effect at
the time they last terminated their public service.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(49)
NOTE 8 DEFINED BENEFIT PENSION PLANS – STATE-WIDE (CONTINUED)
B. Benefits Provided (Continued)
1. General Employees Plan Benefits
Benefits are based on a member’s highest average salary for any five successive
years of allowable service, age, and years of credit at termination of service. Two
methods are used to compute benefits for PERA’s Coordinated and Basic Plan
members. The retiring member receives the higher of a step-rate benefit accrual
formula (Method 1) or a level accrual formula (Method 2). Under Method 1, the
annuity accrual rate for a Basic Plan member is 2.2% of average salary for each of
the first 10 years of service and 2.7% for each remaining year. The annuity accrual
rate for a Coordinated Plan member is 1.2% of average salary for each of the first 10
years and 1.7% for each remaining year. Under Method 2, the annuity accrual rate is
2.7% of average salary for Basic Plan members and 1.7% for Coordinated Plan
members for each year of service. For members hired prior to July 1, 1989, a full
annuity is available when age plus years of service equal 90 and normal retirement
age is 65. For members hired on or after July 1, 1989, normal retirement age is the
age for unreduced Social Security benefits capped at 66.
2. Police and Fire Plan Benefits
Benefits for the Police and Fire Plan members first hired after June 30, 2010, but
before July 1, 2014, vest on a prorated basis from 50% after five years up to 100%
after 10 years of credited service. Benefits for Police and Fire Plan members first
hired after June 30, 2014, vest on a prorated basis from 50% after ten years up to
100% after 20 years of credited service. The annuity accrual rate is 3% of average
salary for each year of service. For Police and Fire Plan members who were first
hired prior to July 1, 1989, a full annuity is available when age plus years of service
equal at least 90.
C. Contributions
Minnesota Statutes Chapter 353 sets the rates for employer and employee
contributions. Contribution rates can only be modified by the state legislature.
1. General Employees Fund Contributions
Basic Plan members and Coordinated Plan members were required to contribute
9.1% and 6.50%, respectively, of their annual covered salary in calendar year 2017.
The City was required to contribute 11.78% of pay for Basic Plan members and
7.50% for Coordinated Plan members in calendar year 2017. The City contributions
to the GERF for the year ended December 31, 2017, were $122,052. The City
contributions were equal to the required contributions as set by state statute.
2. Police and Fire Fund Contributions
Plan members were required to contribute 10.8% of their annual covered salary in
calendar year 2017. The City was required to contribute 16.20% of pay for members
in calendar year 2017. The City contributions to the Police and Fire Fund for the year
ended December 31, 2017, were $358,655. The City contributions were equal to the
required contributions as set by state statute.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(50)
NOTE 8 DEFINED BENEFIT PENSION PLANS – STATE-WIDE (CONTINUED)
D. Pension Costs
1. General Employees Fund Pension Costs
At December 31, 2017, the City reported a liability of $1,621,519 for its proportionate
share of the General Employees Fund’s net pension liability. The net pension liability
was measured as of June 30, 2017, and the total pension liability used to calculate
the net pension liability was determined by an actuarial valuation as of that date. The
City’s proportion of the net pension liability was based on the City’s contributions
received by PERA during the measurement period for employer payroll paid dates
from July 1, 2016, through June 30, 2017, relative to the total employer contributions
received from all of PERA’s participating employers. At June 30, 2017, the City’s
proportion was .0254%, a decrease from the prior year’s proportion of .0259%.
For the year ended December 31, 2017, the City recognized pension expense of
$183,611 for its proportionate share of the General Employees Plan’s pension
expense.
At December 31, 2017, the City reported its proportionate share of the General
Employees Plan’s deferred outflows of resources and deferred inflows of resources
related to pensions from the following sources:
Description
Deferred Outflows of
Resources
Deferred Inflows of
Resources
Differences Between Expected and Actual Economic
Experience 53,440$ 104,317$
Changes in Actuarial Assumptions 269,207 162,557
Net Difference Between Projected and Actual Earnings
on Pension Plan Investments 10,473 -
Changes in Proportion and Differences Between City
Contributions and Proportionate Share of Contributions - 81,841
City Contributions Subsequent to the Measurement Date 60,337 -
Total 393,457$ 348,715$
A total of $60,337 reported as deferred outflows of resources related to pensions
resulting from City contributions subsequent to the measurement date will be
recognized as a reduction of the net pension liability in the year ending
December 31, 2018. Other amounts reported as deferred outflows and inflows of
resources related to pensions will be recognized in pension expense as follows:
Year Ended December 31,
Pension Expenses
Amount
2017 11,540$
2018 79,462
2019 (37,767)
2020 (68,830)
2021 -
Thereafter -
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(51)
NOTE 8 DEFINED BENEFIT PENSION PLANS – STATE-WIDE (CONTINUED)
D. Pension Costs (Continued)
2. Police and Fire Fund Pension Costs
At December 31, 2017, the City reported a liability of $2,875,753 for its proportionate
share of the Police and Fire Fund’s net pension liability. The net pension liability was
measured as of June 30, 2017, and the total pension liability used to calculate the
net pension liability was determined by an actuarial valuation as of that date. The
City’s proportion of the net pension liability was based on the City’s contributions
received by PERA during the measurement period for employer payroll paid dates
from July 1, 2016, through June 30, 2017, relative to the total employer contributions
received from all of PERA’s participating employers. At June 30, 2017, the City’s
proportion was .213%, a decrease from the prior year proportionate share of .218%.
For the year ended December 31, 2017, the City recognized pension expense of
$636,720 for its proportionate share of the Police and Fire Fund’s pension expense.
The City also recognized $19,170 for the year ended December 31, 2017, as
pension expense (and grant revenue) for its proportionate share of the State of
Minnesota’s on-behalf contributions to the Police and Fire Fund. Legislation passed
in 2013 required the State of Minnesota to begin contributing $9 million to the Police
and Fire Fund each year, starting in fiscal year 2014.
At December 31, 2017, the City reported its proportionate share of the Police and fire
Plan’s deferred outflows of resources and deferred inflows of resources related to
pensions from the following sources:
Description
Deferred Outflows of
Resources
Deferred Inflows of
Resources
Differences Between Expected and Actual Economic
Experience 66,194$ 768,799$
Changes in Actuarial Assumptions 3,763,497 4,082,857
Net Difference Between Projected and Actual Earnings
on Pension Plan Investments 39,496 -
Changes in Proportion and Differences Between City
Contributions and Proportionate Share of Contributions - 220,142
City Contributions Subsequent to the Measurement Date 187,141 -
Total 4,056,328$ 5,071,798$
A total of $187,141 reported as deferred outflows of resources related to pensions
resulting from City contributions subsequent to the measurement date will be
recognized as a reduction of the net pension liability in the year ended December 31,
2018. Other amounts reported as deferred outflows and inflows of resources related
to pensions will be recognized in pension expense as follows:
Year Ended December 30,
Pension Expenses
Amount
2017 (6,027)$
2018 (6,027)
2019 (111,446)
2020 (262,010)
2021 (817,101)
Thereafter -
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(52)
NOTE 8 DEFINED BENEFIT PENSION PLANS – STATE-WIDE (CONTINUED)
D. Pension Costs (Continued)
For the year ended December 31, 2017, the City recognized total pension expenses of
$820,331 for their proportionate shares of the pension expense for all of the plans in
which it participates.
E. Actuarial Assumptions
The total pension liability in the June 30, 2017, actuarial valuation was determined using
the following actuarial assumptions:
Inflation 2.50% per Year
Active Member Payroll Growth 3.25% per Year
Investment Rate of Return 7.50%
Salary increases were based on a service-related table. Mortality rates for active
members, retirees, survivors, and disabilitants were based on RP-2014 tables for males
or females, as appropriate, with slight adjustments to fit PERA’s experience. Cost of
living benefit increases for retirees are assumed to be 1% per year for the General
Employees Plan through 2044 and Police and Fire Plan through 2064 and then 2.5%
thereafter for both plans.
Actuarial assumptions used in the June 30, 2017, valuation were based on the results of
actuarial experience studies. The most recent four-year experience study in the General
Employees Plan was completed in 2015. The most recenf five-year experience study for
Police and Fire Plan was completed in 2016.
The following changes in actuarial assumptions occurred in 2017:
General Employees Fund
The Combined Service Annuity (CSA) loads were changed from 0.8% for active
members and 60% for vested and nonvested deferred members. The revised
CSA loads are now 0.0% for active member liability, 15.0% for vested deferred
member liability and 3.0% for nonvested deferred member liability.
The assumed post-retirement benefit increase rate was changed from 1.0% per
year for all year to 1.0% per year through 2044 and 2.5% per year thereafter.
Police and Fire Fund
Assumed salary increases were changed as recommended in the June 30, 2016
experience study. The net effect is proposed rates that average 0.34% lower
than the previous rates.
Assumed rates of retirement were changed, resulting in fewer retirements.
The Combined Service Annuity (CSA) load was 30% for vested and nonvested
deferred members. The CSA has been changed to 33% for vested members and
2% for nonvested members.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(53)
NOTE 8 DEFINED BENEFIT PENSION PLANS – STATE-WIDE (CONTINUED)
E. Actuarial Assumptions (Continued)
The base mortality table for healthy annuitants was changed from the RP-2000
fully generational table to the RP-2014 fully generational table (with a base year
of 2006), with male rates adjusted by the factor of.0.96. The mortality
improvement scale was changed from the RP-2000 disabled mortality table to
the mortality tables assumed for healthy retirees.
Assumed termination rates was decreased to 3.0% for the first three years of
service. Rates beyond the select period of three years were adjusted, resulting in
more expected terminations overall.
Assumed percentage of married female members was decreased from 65% to
60%.
Assumed age difference was changed from separate assumptions for male
members (wives assumed to be three years younger) and female members
(husbands assumed to be four years older) to the assumption that males are two
years older than females
The assumed percentage of female members electing Joint and Survivor
annuities was increased.
The assumed post-retirement benefit increase rate was changed from 1.00% for
all years to 1.00% per year through 2064 and 2.5% thereafter.
The State Board of Investment, which manages the investments of PERA, prepares an
analysis of reasonableness on a regular basis of the long-term expected rate of return
using a building-block method in which best-estimate ranges of expected future rates of
return are developed for each major asset class. These ranges are combined to produce
an expected long-term rate of return by weighted the expected future rates of return by
the target asset allocation percentages.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(54)
NOTE 8 DEFINED BENEFIT PENSION PLANS – STATE-WIDE (CONTINUED)
E. Actuarial Assumptions (Continued)
The target allocation and best estimates of geometric real rates of return for each major
asset class are summarized below:
Asset Class Target Allocation
Long-Term Expected Real
Rate of Return
Domestic Equity 39% 5.10%
International Equity 19% 5.30%
Bonds 20% 0.75%
Alternative Assets 20% 5.90%
Cash 2% 0.00%
Totals 100%
F. Discount Rate
The discount rate used to measure the total pension liability was 7.50%. The projection
of cash flows used to determine the discount rate assumed that employee and employer
contributions will be made at rates set in Minnesota Statutes. Based on these
assumptions, the fiduciary net positions of the General Employees Fund and the Police
and Fire Fund were projected to be available to make all projected future benefit
payments of current plan members. Therefore, the long-term expected rate of return of
pension plan investments was applied to all periods of projected benefit payments
determine the total pension liability.
G. Pension Liability Sensitivity
The following presents the City’s proportionate share of the net pension liability for all
plans it participates in, calculated using the discount rate disclosed in the preceding
paragraph, as well as what the City’s proportionate share of the net pension liability
would be if it were calculated using a discount rate one percentage point lower or one
percentage point higher than the current discount rate:
Description
1% Decrease in Discount
Rate (6.50%)
Current Discount Rate
(7.50%)
1% Increase in Discount Rate
(8.50%)
GERF PENSION LIABILITY
City’s Proportionate Share of the GERF Net Pension
Liability 2,515,097$ 1,621,519$ 889,964$
PEPFF PENSION LIABILITY
City’s Proportionate Share of the PEPFF Net Pension
Liability 5,415,883$ 2,875,753$ 778,737$
H. Pension Plan Fiduciary Net Position
Detailed information about each pension plan’s fiduciary net position is available in a
separately issued PERA financial report that includes financial statements and required
supplementary information. That report may be obtained on the Internet at
www.mnpera.org; by writing to PERA at 60 Empire Drive #200, St. Paul, Minnesota,
55103-2088; or by calling (651) 296-7460 or 1-800-652-9026.That report may be
obtained on the internet at www.mnpera.org.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(55)
NOTE 9 FUND BALANCES
Certain portions of fund balance are restricted to provide for funding on certain long-term
liabilities or as required by other outside parties. Restricted, Committed and Assigned fund
balances at December 31, 2017 are as follows:
A. Restricted for Debt Service – This represents amounts which are restricted for future
debt payments.
B. Restricted for Parkland Acquisitions and Improvements – Represents amounts
which are received through park dedication fees and are restricted for parkland
acquisitions and improvements.
C. Restricted for Drug and Alcohol Law Enforcement – Represents amounts received
from the State of Minnesota’s Drug and Alcohol Task Force which are restricted for drug
and alcohol related law enforcement.
D. Restricted for Home Buyer Purchase Assistance – Represents amounts assigned for
various home buyer assistance programs.
E. Restricted for Lurton Park Development and Maintenance – Represents amounts
restricted for the development and maintenance of Lurton Park as a stipulation of the
land donation to the City.
F. Restricted for Senior Housing – Represents amounts related to Tax Increment
Financing District 1-1 and which are restricted to provide housing opportunities for
seniors within the City. Its funding source is the property taxes on the captured value.
G. Restricted for Road Construction Projects – Represents amounts which are
restricted for road construction projects per the related bond issuance agreement.
H. Restricted for Golf Course Improvements – Represents amounts which are restricted
for future golf course improvements.
I. Restricted for Big Island – Represents amounts which are restricted for the
improvement of the Big Island Nature Park
J. Assigned for Long Lake Fire Equipment – Represents amounts which are assigned
by the City for the purchase of fire equipment.
K. Assigned for Capital Equipment Purchases – Represents amounts which are
assigned by the City to finance future capital equipment purchases.
L. Assigned for Police Equipment Purchases – Represents amounts which are
assigned by the City to finance future police equipment purchases.
M. Assigned for Future Construction Projects – Represents amounts which are
assigned by the City to finance future construction projects.
N. Assigned for Community-wide Projects – Represents amounts which are assigned by
the City for community-wide projects.
CITY OF ORONO
NOTES TO BASIC FINANCIAL STATEMENTS
DECEMBER 31, 2017
(56)
NOTE 9 FUND BALANCES (CONTINUED)
O. Assigned for Debt Service – Represents amounts which are assigned by the City for
future debt service payments.
P. Assigned for Police Garage – Represents amounts assigned for future expenditures
related to the City’s Police Garage.
NOTE 10 COMMITMENTS AND CONTINGENCIES
A. Federal and State Revenue
Amounts recorded or receivable from state agencies are subject to agency audit and
adjustment. Any disallowed claims, including amounts already collected, may constitute
a liability of the applicable funds. The amount, if any, of claims which may be disallowed
by the grantor agencies cannot be determined at this time, although the City expects
such amounts, if any, to be immaterial.
B. Conditional State Grant
In 2005, as a part of the City’s acquisition of Big Island Park, the City was awarded a
grant from the State of Minnesota in the amount of $2,000,000. The grant is repayable to
the state if the property is not maintained for low-impact recreation and conservation
use.
C. Litigation
The City attorney has indicated that existing and pending lawsuits, claims and other
actions in which the City is a defendant are either covered by insurance; of an immaterial
amount; or, in the judgment of the City attorney, remotely recoverable by plaintiffs.
D. Police Services Contracts
As of December 31, 2017, the City of Orono had several contracts to provide police
services to neighboring cities. The most significant of those was a contract with the City
of Mound, which the City entered into as of January 1, 2013 and which extends 10 years
to December 31, 2022. The contract also included annual payments from the City of
Mound starting at $1,545,000 in 2013 and increasing between 1%-5% each year through
the end of the contract.
The City also has a contract with the cities of Minnetonka Beach and Spring Park to
furnish law enforcement services to each respective city. The original contract term
ended December 31, 2012 and includes the option to verbally extend it each year for an
additional one-year period. The contract has been extended each year through 2018.
E. Fire Services Contract
As of year-end, the City had committed to purchasing fire protection services from the
City of Wayzata for fiscal year 2017. The annual fee is determined by the percentage of
total calls which are in the Orono service area for the preceding three years and is
expected to be similar to the 2017 fee of $400,547.
REQUIRED SUPPLEMENTARY INFORMATION
CITY OF ORONO
SCHEDULE OF REVENUES, EXPENDITURES, AND CHANGES IN FUND BALANCES
GENERAL FUND – BUDGET TO ACTUAL (GAAP BASIS)
YEAR ENDED DECEMBER 31, 2017
See accompanying Note to Required Supplementary Information.
(56)
Over (Under)
Original Final Actual Final Budget
REVENUE
Property Taxes 4,197,240$ 4,197,240$ 4,180,566$ (16,674)$
Licenses and Permits 465,650 465,650 613,218 147,568
Intergovernmental Revenue 227,220 227,220 290,342 63,122
Fines and Forfeits 80,500 80,500 70,580 (9,920)
Other Revenue:
Investment Earnings 54,500 54,500 48,676 (5,824)
User Fees 2,916,850 2,916,850 3,165,196 248,346
Rents and Refunds 5,400 5,400 4,950 (450)
Miscellaneous Revenue 20,500 20,500 55,172 34,672
Total Revenue 7,967,860 7,967,860 8,428,700 460,840
EXPENDITURES
General Government:
Administration 443,290 443,290 516,005 72,715
Elections 3,160 3,160 2,393 (767)
Assessing 180,000 180,000 176,166 (3,834)
Finance 323,670 323,670 300,230 (23,440)
Legal 104,000 104,000 120,115 16,115
Human Services 12,400 12,400 11,099 (1,301)
Central Services 259,745 259,745 296,662 36,917
Total General Government 1,326,265 1,326,265 1,422,670 96,405
Public Safety:
Police 4,332,510 4,332,510 4,180,183 (152,327)
Fire 397,000 397,000 400,547 3,547
Inspection and Zoning 762,470 762,470 717,942 (44,528)
Total Public Safety 5,491,980 5,491,980 5,298,672 (193,308)
Streets:
Other 499,825 499,825 486,138 (13,687)
Parks and Recreation:
Golf Course 172,670 172,670 184,706 12,036
Other 116,469 116,469 119,627 3,158
Total Parks and Recreation 289,139 289,139 304,333 15,194
Recycling - - 1,590 1,590
Debt Service
Principal Retirement 6,024 6,024 6,024 -
Interest and Fiscal Charges 131 131 131 -
Total Debt Service 6,155 6,155 6,155 -
Total Expenditures 7,613,364 7,613,364 7,519,558 (93,806)
EXCESS OF REVENUE OVER
EXPENDITURES 354,496 354,496 909,142 554,646
OTHER FINANCE SOURCES (USES)
Transfers Out (375,000) (375,000) (926,642) (551,642)
Proceeds from Sale of Capital Assets 20,000 20,000 38,738 18,738
Total Other Finance Sources (Uses) (355,000) (355,000) (887,904) (532,904)
NET CHANGE IN FUND BALANCES (504)$ (504)$ 21,238 21,742$
FUND BALANCES
Beginning of Year 4,425,598
End of Year 4,446,836$
Budgeted Amounts
CITY OF ORONO
NOTE TO REQUIRED SUPPLEMENTARY INFORMATION
DECEMBER 31, 2017
(57)
Actual in
Final Excess of
Budget Actual Budget
General Fund:
General Government:
Administration 443,290$ 516,005$ 72,715$
Legal 104,000 120,115 16,115
Central Services 259,745 296,662 36,917
Total General Government 807,035 932,782 125,747
Public Safety:
Fire 397,000 400,547 3,547
Parks and Recreation:
Golf Course 172,670 184,706 12,036
Other 116,469 119,627 3,158
Total Parks and Recreation 289,139 304,333 15,194
Recycling:
Other - 1,590 1,590
The overall expenditure budget was over budget for the year.
CITY OF ORONO
SCHEDULE OF FUNDING PROGRESS FOR POSTEMPLOYMENT BENEFIT PLAN
DECEMBER 31, 2017
(58)
Actuarial UAAL as a
Actuarial Accrued Percentage
Actuarial Value of Liability Unfunded Funded Covered of Covered
Valuation Assets (AAL) AAL Ratio Payroll Payroll
Date (a) (b) (b-a) (a/b) (c ) ((b-a)/c)
1/1/2016 -$ 550,531$ 550,531$ - 3,584,000$ 15.4%
1/1/2014 - 831,138 831,138 - 3,445,420 24.1%
1/1/2012 - 682,483 682,483 - 2,700,013 25.3%
CITY OF ORONO
PERA SCHEDULE OF THE CITY’S PROPORTIONATE SHARE
OF THE NET PENSION LIABILITY
DECEMBER 31, 2017
(59)
GERF Schedule of the City’s Proportionate Share of the Net Pension Liability
Last Four Fiscal Years*
Measurement Measurement Measurement Measurement
Date 6/30/2017 Date 6/30/2016 Date 6/30/2015 Date 6/30/2014
City’s Proportion of the Net Pension Liability 0.0254% 0.0259% 0.0265% 0.0304%
City’s Proportionate Share of the Net Pension Liability 1,621,519$ 2,102,952$ 1,373,368$ 1,428,040$
City’s Covered-Employee Payroll 1,639,281$ 1,615,476$ 1,572,141$ 1,594,783$
City’s Proportionate Share of the Net Pension Liability as a Percentage
of its Covered-Employee Payroll 98.92% 130.18% 87.36% 89.54%
Plan Fiduciary Net Position as a Percentage of the Total Pension Liability 75.90% 68.91% 78.20% 78.70%
PEPFF Schedule of the City’s Proportionate Share of the Net Pension Liability
Last Four Fiscal Years*
Measurement Measurement Measurement Measurement
Date 6/30/17 Date 6/30/16 Date 6/30/2015 Date 6/30/2014
City’s Proportion of the Net Pension Liability 0.2130% 0.2180% 0.2310% 0.2410%
City’s Proportionate Share of the Net Pension Liability 2,875,753$ 8,748,719$ 2,624,701$ 2,602,899$
City’s Covered-Employee Payroll 2,186,712$ 2,107,585$ 2,138,417$ 2,097,133$
City’s Proportionate Share of the Net Pension Liability as a Percentage
of its Covered-Employee Payroll 131.51% 415.11% 122.74% 124.12%
Plan Fiduciary Net Position as a Percentage of the Total Pension Liability 85.40% 63.88% 86.61% 87.10%
Additional years’ information will be presented as it becomes available until the above tables present
ten years of information.
CITY OF ORONO
PERA SCHEDULE OF CITY CONTRIBUTIONS
DECEMBER 31, 2017
(60)
GERF Schedule of City Contributions
Last Four Fiscal Years
2017 2016 2015 2014
Statutorily Required Contribution 122,479$ 122,115$ 119,404$ 112,270$
Contributions in Relation to the Statutorily Required Contribution (122,479) (122,115) (119,404) (112,270)
Contribution Deficiency (Excess) -$ -$ -$ -$
City’s Covered-Employee Payroll 1,633,053$ 1,628,200$ 1,592,053$ 1,548,552$
Contributions as a Percentage of Covered Employee Payroll 7.50% 7.50% 7.50% 7.25%
PEPFF Schedule of City Contributions
Last Four Fiscal Years
2017 2016 2015 2014
Statutorily Required Contribution 358,655$ 349,003$ 342,006$ 324,565$
Contributions in Relation to the Statutorily Required Contribution (358,655) (349,003) (342,006) (324,565)
Contribution Deficiency (Excess) -$ -$ -$ -$
City’s Covered-Employee Payroll 2,213,920$ 2,154,340$ 2,111,148$ 2,003,488$
Contributions as a Percentage of Covered Employee Payroll 16.20%16.20% 16.20% 16.20%
Additional years’ information will be presented as it becomes available until the above tables present
ten years of information.
COMBINING AND INDIVIDUAL FUND STATEMENTS AND SCHEDULES
CITY OF ORONO
NONMAJOR GOVERNMENTAL FUNDS
COMBINING BALANCE SHEET
DECEMBER 31, 2017
(61)
Special Debt Capital
Revenue Service Project Totals
ASSETS
Cash and Investments 1,290,511$ 2,001,815$ 3,679,405$ 6,971,731$
Receivables:
Accrued Interest 860 698 2,234 3,792
Delinquent Taxes - 3,274 158 3,432
Deferred Special Assessments - - 8,083 8,083
Due from Other Governmental Units - 20,056 10,117 30,173
Total Assets 1,291,371$ 2,025,843$ 3,699,997$ 7,017,211$
LIABILITIES, DEFERRED INFLOWS OF
RESOURCES, AND FUND BALANCE
LIABILITIES
Accounts and Contracts Payable 1,136$ 450$ 324,332$ 325,918$
Due to Other Governmental Units - - 3,330 3,330
Total Liabilities 1,136 450 1,214,662 1,216,248
DEFERRED INFLOWS OF RESOURCES
Unavailable Revenue - Taxes - 3,274 158 3,432
Unavailable Revenue - Special Assessments - - 8,083 8,083
Taxes Collected in Advance of Levy - 4,804 1,610 6,414
Total Deferred Inflows of Resources - 8,078 9,851 17,929
FUND BALANCE
Restricted:
Debt Service - 2,017,315 - 2,017,315
Parkland Acquisitions and Improvement 762,056 - - 762,056
Drug and Alcohol Law Enforcement 295,826 - - 295,826
Home Buyer Purchase Assistance 132,467 - - 132,467
Lurton Park Development and Maintenance 17,167 - - 17,167
Senior Housing 76,452 - - 76,452
Golf Course Improvements 267 - - 267
Big Island 6,000 6,000
Road Construction Projects - - 377,595 377,595
Assigned:
Long Lake Fire Equipment - - 657,043 657,043
Capital Equipment Purchases - - 521,441 521,441
Police Equipment Purchases - - 299,383 299,383
Future Construction Projects - - 985,538 985,538
Community-Wide Projects - - 659,309 659,309
Debt Service - - 1,251 1,251
Police Garage Project - - 24,883 24,883
Unassigned - - (1,050,959) (1,050,959)
Total Fund Balance 1,290,235 2,017,315 2,475,484 5,783,034
Total Liabilities, Deferred Inflows of
Resources, and Fund Balance 1,291,371$ 2,025,843$ 3,699,997$ 7,017,211$
CITY OF ORONO
NONMAJOR GOVERNMENTAL FUNDS
COMBINING STATEMENT OF REVENUE, EXPENDITURES, AND
CHANGES IN FUND BALANCES
YEAR ENDED DECEMBER 31, 2017
(62)
Special Debt Capital
Revenue Service Project Totals
REVENUE
Property Taxes 72,978$ 752,157$ 252,845$ 1,077,980$
Special Assessments - - 2,226 2,226
Intergovernmental Revenue 8,426 141,288 584,988 734,702
Fines and Forfeitures 31,244 - - 31,244
Other Revenue:
Interest Income 11,869 10,809 32,070 54,748
Total Revenue 130,517 904,254 872,129 1,906,900
EXPENDITURES
Current:
General Government:
Administration 44,425 - - 44,425
Legal 7,170 - - 7,170
Total General Government 51,595 - - 51,595
Public Safety:
Police 267 - - 267
Capital Outlay:
Other 71,233 - 2,079,027 2,150,260
Debt Service:
Principal Retirement - 625,000 - 625,000
Interest and Fiscal Charges - 183,281 - 183,281
Total Debt Service - 808,281 - 808,281
Total Expenditures 123,095 808,281 2,079,027 3,010,403
Excess (Deficiency) of Revenue Over
(Under) Expenditures 7,422 95,973 (1,206,898) (1,103,503)
OTHER FINANCE SOURCES (USES)
Transfers In - 280,000 982,405 1,262,405
Transfers Out - (180,763) - (180,763)
Total Other Finance Sources (Uses) - 99,237 982,405 1,081,642
NET CHANGE IN FUND BALANCES 7,422 195,210 (224,493) (21,861)
FUND BALANCES
Beginning of Year 1,282,813 1,822,105 2,699,977 5,804,895
End of Year 1,290,235$ 2,017,315$ 2,475,484$ 5,783,034$
NONMAJOR SPECIAL REVENUE FUNDS
Nonmajor special revenue funds are used to account for revenue derived from specific revenue
sources that are legally restricted to expenditures for specific purposes.
Park Fund – Used to account for received park dedication fees to be used for land acquisition and park
development.
Drug and Felony Forfeiture Fund – Used to account for proceeds received from seizures relating to
drug and felony criminal activity, donations received for the police department, other appropriate
revenues authorized by the City Council, and all authorized related expenditures.
Affordable Housing Fund – Used to account for revenues and expenditures related to financial
assistance packages provided to several low income households to make new town home units
affordable.
Lurton Park Fund – Used to account for revenues and expenditures related to the maintenance and
trails within Lurton Park property.
Senior Housing TIF Fund – Used to account for revenues and expenditures related to the senior
housing property.
Golf Course Improvement Fund – Used to account for revenues and expenditures related to the
improvement of the City’s golf course.
Big Island Fund – Used to account for revenues and expenditures related to the improvement of the
Big Island Nature Park
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$ 1,290,511 $
Re
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LI
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$ 1,136 $
FU
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$
NONMAJOR DEBT SERVICE FUNDS
Nonmajor debt service funds are used to account for the accumulation of resources used for the
payment of principal, interest, and fiscal charges on various City bond issues.
CI
T
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$ 2,001,815 $
Re
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:
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To
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$ 2,025,843 $
LI
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B
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$ 450 $
DE
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6
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$ 3,274
Ta
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To
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$ 2,025,843 $
CI
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Pr
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1
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1
,
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3
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4
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9
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2
7
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$
2
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3
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$
NONMAJOR CAPITAL PROJECT FUNDS
Nonmajor capital project funds are used to account for the financial resources to be used for the
acquisition or construction of major capital facilities.
Municipal State Aid Street – Used to collect and spend resources on the various projects related to
state aid streets and highways.
Improvement Equipment Outlay Fund – Used to account for the capital outlay costs of obtaining new
equipment for various functions.
Permanent Revolving Improvement Fund – Used to account for the construction costs prior to
obtaining permanent financing.
Community Investment Construction – This fund is used to collect and spend resources on the
various community assets of the City.
Navarre Fire Station Construction Fund – Used to account for the construction costs of a new fire
station in the Navarre area of the City.
Big Island Public Project Fund – Used to account for the improvement of the Big Island Nature Park.
Pavement Management Plan – This fund is used to collect and spend resources on the various road
construction projects of the City.
Police Garage Fund – This fund is used to collect and spend resources for the City’s police garage
project.
CI
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Ca
s
h
a
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d
I
n
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t
m
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t
s
9
0
6
$
1
,
2
6
7
,
2
5
6
$
1
,
2
8
4
,
0
6
2
$
6
5
8
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8
5
4
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8
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9
$
3
5
5
$
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,
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7
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$
2
8
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2
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3
$ 3,679,405 $
Re
c
e
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v
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b
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:
Ac
c
r
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I
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t
-
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2,234
De
l
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q
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158
De
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-
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-
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8,083
Du
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n
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t
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-
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-
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1
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1
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-
10,117
To
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a
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s
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t
s
9
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6
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1
,
2
6
7
,
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9
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$
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0
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$
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3
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8
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3
5
5
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4
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9
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3
1
6
$
2
8
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2
1
3
$ 3,699,997 $
LI
A
B
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L
I
T
I
E
S
,
D
E
F
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R
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E
D
I
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A
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LI
A
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c
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C
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r
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a
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b
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1
6
4
,
8
6
5
$
8
9
,
5
1
4
$
-
$
-
$
-
$
-
$
6
9
,
9
5
3
$
-
$ 324,332
Du
e
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o
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e
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t
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l
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n
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t
s
-
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-
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-
-
3
,
3
3
0
3,330
To
t
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L
i
a
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s
1
,
0
5
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,
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9
,
5
1
4
-
-
-
-
6
9
,
9
5
3
3
,
3
3
0
1,214,662 $
DE
F
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D
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Un
a
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R
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a
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e
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-
$
-
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-
$
-
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$
1
5
8
$
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$ 158 $
Un
a
v
a
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R
e
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u
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p
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A
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-
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8,083
Ta
x
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s
C
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A
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-
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1
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6
1
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-
1,610
To
t
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D
e
f
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f
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s
-
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8
,
0
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3
-
-
-
1
,
7
6
8
-
9,851
FU
N
D
B
A
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A
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Re
s
t
r
i
c
t
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d
:
Ro
a
d
C
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t
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P
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e
c
t
s
-
-
-
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3
7
7
,
5
9
5
-
377,595
Co
m
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As
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:
Lo
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E
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657,043
Ca
p
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E
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521,441
Po
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299,383
Fu
t
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C
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985,538
Co
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W
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P
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3
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b
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1,251
Po
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24,883
Un
a
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d
(
1
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0
5
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9
5
9
)
-
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(1,050,959)
To
t
a
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F
u
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B
a
l
a
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c
e
(
1
,
0
5
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9
5
9
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1
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1
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8
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4
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,
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8
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,
9
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6
5
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9
8
9
6
3
5
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3
7
7
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5
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2
4
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8
8
3
2,475,484
To
t
a
l
L
i
a
b
i
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i
t
i
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s
,
D
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e
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a
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F
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e
9
0
6
$
1
,
2
6
7
,
9
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2
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3
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0
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4
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6
5
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3
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$
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$
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5
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,
3
1
6
$
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$ 3,699,997 $
CI
T
Y
O
F
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O
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NO
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C
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A
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A
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N
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B
A
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YE
A
R
E
N
D
E
D
D
E
C
E
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B
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R
3
1
,
2
0
1
7
(7
1
)
Mu
n
i
c
i
p
a
l
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m
p
r
o
v
e
m
e
n
t
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e
r
m
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m
m
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n
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t
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N
a
v
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r
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e
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St
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q
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i
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v
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v
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s
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F
i
r
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S
t
a
t
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o
n
P
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b
l
i
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M
a
n
a
g
e
m
ent
P
o
l
i
c
e
St
r
e
e
t
O
u
t
l
a
y
I
m
p
r
o
v
e
m
e
n
t
C
o
n
s
t
r
u
c
t
i
o
n
C
o
n
s
t
r
u
c
t
i
o
n
P
r
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j
e
c
t
P
l
a
n
G
a
r
a
ge
T
o
t
a
l
s
RE
V
E
N
U
E
Pr
o
p
e
r
t
y
T
a
x
e
s
-
$
-
$
3
$
-
$
-
$
-
$
2
5
2
,
8
4
2
$
-
$ 252,845 $
Sp
e
c
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(72)
NONMAJOR PROPRIETARY FUNDS
Nonmajor proprietary funds are used to account for the financial resources that are produced and used
by the business-type funds that are not significant enough to be presented individually.
Recycling Fund – Used to account for the revenues and expenses related to the Cities recycling
program.
Cable Television Fund – Used to account for the revenues and expenses created from the cable
franchise agreements that the city is a part of.
CITY OF ORONO
NONMAJOR PROPRIETARY FUNDS
COMBINING STATEMENT OF NET POSITION
DECEMBER 31, 2017
(73)
Cable
Recycling Television Totals
ASSETS
CURRENT ASSETS
Cash and Cash Equivalents 50,540$ 152,810$ 203,350$
Receivables:
Accounts Receivables (Net of Allowance) 21,804 18,653 40,457
Accrued Interest 24 96 120
Total Current Assets 72,368 171,559 243,927
CAPITAL ASSETS
Equipment - 48,898 48,898
Less: Accumulated Depreciation - (12,940) (12,940)
Net Capital Assets - 35,958 35,958
Total Assets 72,368 207,517 279,885
DEFERRED OUTFLOWS OF RESOURCES
Deferred Outflows - Pensions 1,420 2,826 4,246
LIABILITIES, DEFERRED INFLOWS OF
RESOURCES, AND NET POSITION
CURRENT LIABILITIES
Accounts and Contracts Payable - 790 790
NONCURRENT LIABILITIES
Net Pension Liability 5,852 11,651 17,503
Total Liabilities 5,852 12,441 18,293
DEFERRED INFLOWS OF RESOURCES
Deferred Inflows - Pensions 1,259 2,506 3,765
NET POSITION
Net Investment in Capital Assets - 35,958 35,958
Unrestricted 66,677 159,438 226,115
Total Net Position 66,677$ 195,396$ 262,073$
Total Liabilities and Balance 73,788$ 210,343$ 284,131$
Business-Type Activities
CITY OF ORONO
NONMAJOR PROPRIETARY FUNDS
COMBINING STATEMENT OF REVENUES, EXPENSES, AND CHANGES IN NET POSITION
DECEMBER 31, 2017
(74)
Cable
Recycling Television Totals
OPERATING REVENUE
Sales and User Fees 110,297$ 76,352$ 186,649$
Other 1,679 - 1,679
Total Operating Revenue 111,976 76,352 188,328
OPERATING EXPENSES
Personnel Services 9,378 16,546 25,924
Professional Services 105,205 19,510 124,715
Depreciation - 4,312 4,312
Maintenance and Repairs - 8,316 8,316
Other Expenses 11,750 - 11,750
Total Operating Expenses 126,333 48,684 175,017
OPERATING INCOME (LOSS)(14,357) 27,668 13,311
NONOPERATING REVENUE (EXPENSES)
Investment Earnings 360 1,370 1,730
State Grant 28,242 - 28,242
Miscellaneous Revenue 8,273 - 8,273
Total Nonoperating Revenue (Expenses) 36,875 1,370 38,245
CHANGES IN NET POSITION 22,518 29,038 51,556
NET POSITION
Beginning of Year 44,159 166,358 210,517
End of Year 66,677$ 195,396$ 262,073$
Business-Type Activities
INTERNAL SERVICE FUNDS
Internal Service funds are used to account for the financing of goods or services by one department to
other departments of the City, or to other governmental units, on a cost-reimbursement basis.
Insurance Fund – Used to account for the insurance costs incurred by the City for general liability,
property, vehicle, workers’ compensation, and other insurance and deductibles.
Compensated Absences Fund – Used to account for the accrual of sick and vacation days that are
earned by the City’s employees.
CITY OF ORONO
INTERNAL SERVICE FUNDS
COMBINING STATEMENT OF NET POSITION
DECEMBER 31, 2017
(72)
Insurance Compensated
Fund Absences Total
ASSETS
CURRENT ASSETS
Cash and Cash Equivalents 582,002$ 479,046$ 1,061,048$
Receivables:
Accounts Receivables (Net of Allowance) 7,680 - 7,680
Accrued Interest 349 291 640
Total Current Assets 590,031 479,337 1,069,368
Total Assets 590,031 479,337 1,069,368
LIABILITIES AND NET POSITION
CURRENT LIABILITIES
Accounts and Contracts Payable 5,283 - 5,283
NET POSITION
Unrestricted 584,748$ 479,337$ 1,064,085$
CITY OF ORONO
INTERNAL SERVICE FUNDS
COMBINING STATEMENT OF REVENUE, EXPENSES, AND CHANGES IN NET POSITION
YEAR ENDED DECEMBER 31, 2017
(73)
Insurance Compensated
Fund Absences Total
OPERATING REVENUE
Sales and User Fees 297,329$ -$ 297,329$
Other 7,680 42,700 50,380
Total Operating Revenue 305,009 42,700 347,709
OPERATING EXPENSES
Insurance 358,967 - 358,967
OPERATING INCOME (LOSS)(53,958) 42,700 (11,258)
NONOPERATING REVENUE
Investment Earnings 5,117 4,160 9,277
CHANGES IN NET POSITION (48,841) 46,860 (1,981)
NET POSITION
Beginning of Year 633,589 432,477 1,066,066
End of Year 584,748$ 479,337$ 1,064,085$
CITY OF ORONO
INTERNAL SERVICE FUNDS
COMBINING STATEMENT OF CASH FLOWS
YEAR ENDED DECEMBER 31, 2017
(74)
Insurance Compensated
Fund Absences Total
CASH FLOWS FROM OPERATING ACTIVITIES
Cash Receipts from Customers 297,329$ -$ 297,329$
Cash Paid to Suppliers (356,184) - (356,184)
Other Receipts - 42,700 42,700
Net Cash Provided (Used) by Operating Activities (58,855) 42,700 (16,155)
CASH FLOWS FROM INVESTING ACTIVITIES
Interest Received on Investment 4,768 3,869 8,637
NET INCREASE (DECREASE) IN CASH AND
CASH EQUIVALENTS (54,087) 46,569 (7,518)
Cash and Cash Equivalents - Beginning of Year 636,089 432,477 1,068,566
CASH AND CASH EQUIVALENTS - END OF YEAR 582,002$ 479,046$ 1,061,048$
RECONCILIATION OF OPERATING INCOME (LOSS) TO NET
CASH PROVIDED (USED) BY OPERATING ACTIVITIES
Operating Income (Loss)(53,958)$ 42,700$ (11,258)$
Change in Assets and Liabilities:
(Increase) Decrease in:
Accounts Receivable (7,680) - (7,680)
Increase (Decrease) in:
Accounts Payable 2,783 - 2,783
Net Cash Provided (Used) by Operating Activities (58,855)$ 42,700$ (16,155)$
STATISTICAL SECTION (UNAUDITED)
This part of Orono’s Minnesota’s Comprehensive Annual Financial Report presents
detailed information as a context for understanding what information in the financial
statements, note disclosures, and required supplementary information says about City’s
overall financial health.
Contents
Financial Trends
These schedules contain trend information to help the reader understand how the City’s
financial performance and well-being have changed over time.
Revenue Capacity
These schedules contain information to help the reader assess the City’s most
significant local revenue source, the property tax.
Debt Capacity
These schedules contain information to help the reader assess the affordability of the
City’s current level of outstanding debt and the City’s ability to issue additional debt in
the future.
Demographic and Economic Information
These schedules offer demographic and economic indicators to help the reader
understand the environment within the city which the City’s financial activities take place.
Operating Information
These schedules contain service and infrastructure data to help the reader understand
how the information in the City’s financial report relates to services the Township
provides and activities it performs.
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CITY OF ORONO
DIRECT AND OVERLAPPING TAX RATES
LAST TEN FISCAL YEARS
(81)
Total Direct
and
Hennepin Special Overlapping
Operating Debt Service Total City ISD No. 278 County Districts Rates
11.454 2.122 13.576 12.041 38.571 8.805 72.993
11.153 2.030 13.183 17.492 40.413 8.643 79.731
11.415 2.262 13.677 17.013 42.640 9.649 82.979
12.552 2.439 14.991 19.380 45.840 10.841 91.052
13.634 2.649 16.283 19.939 48.231 11.228 95.681
14.826 2.841 17.667 22.325 49.461 11.858 101.311
14.951 2.864 17.815 22.802 49.959 12.367 102.943
14.633 2.754 17.387 22.601 46.398 9.785 96.171
14.685 2.640 17.325 23.166 45.356 9.520 95.367
14.328 2.431 16.759 23.352 44.087 11.057 95.255
Source: Hennepin County Assessing Department
Fiscal Year
City of Orono
2016
2015
2013
Overlapping Rates
2010
2009
2008
2017
2011
2012
2014
CITY OF ORONO
PRINCIPAL PROPERTY TAXPAYERS
CURRENT YEAR AND NINE YEARS AGO
(82)
Tax Capacity Rank Tax Capacity Rank
$250,191 1 0.76 % 168,344$ 1 0.52 %
WJM Properties LLC 165,966 2 0.50 116,090 8 0.36
157,837 3 0.48 158,214 2 0.49
Metro Storage 131,288 4 0.40 4
129,974 5 0.39 156,834 3 0.49
124,408 6 0.38 143,081 4 0.44
122,346 7 0.37 8
117,029 8 0.36 128,971 5 0.40
Loco Partners, LLC 114,499 9 0.35
114,233 10 0.35 123,750 6 0.38
115,434 9 0.36
Private Residence 106,034 10 0.33
Wayzata Country Club 113,382 11 0.34 116,838 7 0.36
Total 1,541,153$ 4.68 % 1,333,590$ 4.13 %
Source: Hennepin County Assessor's Office
TonkaHome Holdings LLC
Private Residence
Private Residence
Taxpayer
Percentage of
Total Tax
Capacity
Private Residence
Private Residence
Private Residence
Private Residence
Private Residence
Percentage of
Total Tax
Capacity
2017 2008
CITY OF ORONO
PROPERTY TAX LEVIES AND COLLECTIONS
LAST TEN FISCAL YEARS
(83)
Total Tax Collections in
Levy for Subsequent
Fiscal Year Amount Years Amount
4,391,160 4,259,205 96.99 131,955 4,391,160 100.00
4,564,687 4,415,151 96.72 149,536 4,564,687 100.00
4,665,880 4,518,619 96.84 147,261 4,665,880 100.00
4,702,558 4,599,372 97.81 103,186 4,702,558 100.00
4,702,558 4,632,847 98.52 69,711 4,702,558 100.00
4,701,760 4,677,698 99.49 24,062 4,701,760 100.00
4,743,144 4,701,760 99.13 41,384 4,743,144 100.00
4,772,000 4,748,327 99.50 23,673 4,772,000 100.00
4,954,480 4,968,026 *100.27 (13,546) 4,954,480 100.00
5,205,230 5,235,100 *100.57 - 5,235,100 100.57
* In 2016 and 2017 the City collected slightly more taxes than they levied for as some residents chose to prepay
their property taxes
Percentage
of Levy
2015
2014
2013
2012
2011
Fiscal Year
2008
2010
Ended
December 31,
2009
2017
2016
Collected Within the Fiscal
of Levy
Percentage
Total Collections to DateYear of the Levy
CITY OF ORONO
RATIOS OF OUTSTANDING DEBT BY TYPE
LAST TEN FISCAL YEARS
(84)
General General
Obligation Public Capital Obligation Total Primary
Bonds Facility Bonds Leases Revenue Bonds Bonds Government Per Capita (1)
6,330,000 4,090,000 - - - 10,420,000 2.13 1,296
6,015,000 3,660,000 - - - 9,675,000 1.87 1,204
9,850,000 3,215,000 13,398 - - 13,078,398 2.52 1,759
9,365,000 1,415,000 10,928 - - 10,790,928 2.32 1,451
8,430,000 1,240,000 8,357 - - 9,678,357 2.08 1,303
7,470,000 1,055,000 5,682 - - 8,530,682 1.46 1,125
10,620,000 - 17,374 - 1,280,000 11,917,374 1.99 1,566
9,610,000 - 11,812 - 1,195,000 10,816,812 2.14 1,389
11,431,701 - 6,024 - 1,138,557 12,576,282 1.84 1,635
7,660,000 - - - 1,045,000 8,705,000 1.20 1,068
(1) See the Schedule of Demographic and Economic Statistics for personal income and population data.
Note:Details regarding the City’s outstanding debt can be found in the notes to basic financial statements.
2014
2015
Fiscal Year Income (1)
of Personal
2013
Governmental Activities
2012
2011
2008
2010
2009
2017
2016
Business-Type Activities
Percentage
CITY OF ORONO
RATIOS OF GENERAL BONDED DEBT OUTSTANDING
LAST TEN FISCAL YEARS
(85)
Governmental Business-Type
Activities Activities Less Amounts
General General Available in Debt
Obligation Bonds Obligation Bonds Service Fund Total Per Capita (2)
10,420,000 - 2,360,115 8,059,885 0.28 1,021
9,675,000 - 2,193,401 7,481,599 0.25 938
13,065,000 - 3,262,816 9,802,184 0.36 1,318
10,780,000 - 1,972,796 8,807,204 0.34 1,184
8,430,000 - 1,898,787 6,531,213 0.28 879
7,470,000 - 1,571,736 5,898,264 0.24 778
10,620,000 1,189,565 9,430,435 0.39 1,239
9,610,000 1,195,000 2,209,951 8,595,049 0.34 1,104
11,431,701 1,138,557 7,550,955 5,019,303 0.18 653
7,660,000 1,045,000 1,854,112 6,850,888 0.24 841
(1)See the Schedule of Assessed Value and Estimated Actual Value of Taxable Property for property value data.
(2)
2011
2012
2013
2014
Details regarding the City’s outstanding debt can be found in the notes to basic financial statements.
2015
2016
2017
Fiscal Year
Population data can be found in the Schedule of Demographic and Economic Statistics.
2009
Taxable Value
2010
Estimated Actual
Percentage of
of Property (1)
2008
CITY OF ORONO
DIRECT AND OVERLAPPING GOVERNMENTAL ACTIVITIES DEBT
DECEMBER 31, 2017
(86)
Estimated Share
Total Debt of Overlapping
Outstanding Sinking Funds Net Debt Debt
Direct Debt:
City of Orono 7,660,000$ 1,854,112$ 5,805,888$ 100.00 % 5,805,888$
ISD No. 278 (Orono) 74,335,000 87,718 74,247,282 51.53 38,259,624
ISD No. 276 (Minnetonka) 128,548,266 7,247,322 121,300,944 0.20 242,602
ISD No. 277 (Westonka) 43,725,000 531,796 43,193,204 27.13 11,718,316
ISD No. 284 (Wayzata) 156,210,000 8,081,417 148,128,583 0.97 1,436,847
Hennepin County 925,550,000 14,466,489 911,083,511 1.93 17,583,912
Hennepin Suburban Park 60,560,000 14,775,171 45,784,829 2.70 1,236,190
Hennepin Regional RR Authority 31,535,000 4,592,454 26,942,546 2.70 727,449
Metropolitan Council 188,620,614 176,014,034 12,606,580 0.99 124,805
1,609,083,880 225,796,401 1,383,287,479 71,329,746
77,135,634$
(1)
Note:
Source 1:
Source 2: Assessed value data used to estimate applicable percentages provided by the County Board of Equalization and Assessment.
Debt outstanding data provided by the county.
Overlapping governments are those that coincide, at least in part, with the geographic boundaries of the City. This schedule
estimates the portion of the outstanding debt of those overlapping governments that is borne by the residents and businesses of
the City. This process recognizes that, when considering the government’s ability to issue and repay long-term debt, the entire
debt burden borne by the residents and businesses should be taken into account. However, this does not imply that every
taxpayer is a resident and, therefore, responsible for repaying the debt of each overlapping government.
The percentage of overlapping debt applicable is estimated using taxable assessed property values. Applicable percentages
were estimated by determining the portion of the county’s taxable assessed value that is within the government’s boundaries and
dividing it by the county’s total taxable assessed value.
Hennepin County
School Districts:
Total Overlapping Debt
Total Direct and Overlapping Debt
Overlapping Debt:
Applicable
Percentage
Estimated
Governmental Unit
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CITY OF ORONO
DEMOGRAPHIC AND ECONOMIC STATISTICS
LAST TEN FISCAL YEARS
(89)
Education
Per Capita Level in Years School
Population Estimated Personal Median of Formal Enrollment
(1) Personal Income Income Age (2) Schooling (3)
2008 7,896 481,355,952 60,962 38 - 2,644 5.9
2009 7,980 516,313,980 64,701 41 - 2,708 6.7
2010 7,437 518,009,361 69,653 45 15 2,765 2.9
2011 7,437 464,396,028 62,444 35 - 2,706 5.3
2012 7,428 572,416,536 77,062 45 - 2,711 4.8
2013 7,584 584,726,400 77,100 46 - 2,760 4.6
2014 7,611 597,463,500 78,500 46 - 2,757 2.9
2015 7,785 506,281,905 65,033 46 - 2,808 2.8
2016 7,691 685,014,271 89,067 43 - 2,790 3.3
2017 8,147 724,455,244 88,923 47 - 2,807 2.6
Note: Information on education level was only available in 2010 census data.
Data sources
(1) Metropolitan Council Estimate in non census years. 2010 based on census data.
(2) Hennepin County average/median for non-census years. 2010 based on census data.
(3) Minnesota Department of Education, as reported by ISD No. 278 (Orono).
(4) Minnesota Department of Economic Security; Hennepin County average for non-census years. 2010 based on census data.
Fiscal
Year Rate (4)
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Honorable Mayor and
Members of the City Council
City of Orono
Orono, Minnesota
We have audited the financial statements of the governmental activities, the business-type activities,
each major fund, and the aggregate remaining fund information of City of Orono (the City) for the year
ended December 31, 2017, and have issued our report thereon dated February 25, 2019. We have
previously communicated to you information about our responsibilities under auditing standards
generally accepted in the United States of America and Government Auditing Standards, as well as
certain information related to the planned scope and timing of our audit. Professional standards also
require that we communicate to you the following information related to our audit.
Significant audit findings
Qualitative aspects of accounting practices
Accounting policies
Management is responsible for the selection and use of appropriate accounting policies. The significant
accounting policies used by the City are described in Note 1 to the financial statements.
No new accounting policies were adopted and the application of existing policies was not changed
during 2017.
We noted no transactions entered into by the City during the year for which there is a lack of
authoritative guidance or consensus. All significant transactions have been recognized in the financial
statements in the proper period.
Accounting estimates
Accounting estimates are an integral part of the financial statements prepared by management and are
based on management’s knowledge and experience about past and current events and assumptions
about future events. Certain accounting estimates are particularly sensitive because of their
significance to the financial statements and because of the possibility that future events affecting them
may differ significantly from those expected. The most sensitive estimates affecting the financial
statements were:
Management’s estimate of the depreciation expense on capital assets is based on
management’s estimated useful lives of those assets. We evaluated the key factors and
assumptions used to develop the depreciation expense estimate in determining that it is
reasonable in relation to the financial statements taken as a whole.
Management’s estimate of the value of investments is based on published market values as of
December 31, 2017. We evaluated the key factors and assumptions used to value investments
in determining that it is a reasonable estimate in relation to the financial statements taken as a
whole.
Honorable Mayor and
Members of the City Council
City of Orono
Page 2
Management’s estimate of the liability for other post-employment benefits is based on various
actuarial assumptions. We evaluated the actuarial assumptions used to develop the liability in
determining that it is reasonable in relation to the financial statements taken as a whole.
Management’s estimate of the liability for compensated absences is based on employee wage
information and the City’s policies of earning vacation and sick pay. We evaluated the
assumptions used to develop the liability in determining that it is reasonable in relation to the
financial statements taken as a whole.
Management’s estimate of the City’s proportionate share of PERA’s GERF and PEPFF net
pension liabilities as well as the related deferred inflows and outflows is based on guidance from
GASB Statement No. 68, GASB Statement No. 71, and the plans’ allocation tables. The plans’
allocation tables allocate a portion of the plans’ net pension liabilities based on the City’s
contributions during the plans’ fiscal years as a percentage of total contributions received for the
related fiscal year by the plans.
Financial statement disclosures
Certain financial statement disclosures are particularly sensitive because of their significance to
financial statement users. There were no particularly sensitive financial statement disclosures.
The financial statement disclosures are neutral, consistent, and clear.
Difficulties encountered in performing the audit
The completion of our audit was delayed due to delays in receiving required audit information from
management, and multiple adjusting journal entries.
Uncorrected misstatements
Professional standards require us to accumulate all misstatements identified during the audit, other
than those that are clearly trivial, and communicate them to the appropriate level of management.
Management has corrected all such misstatements.
Corrected misstatements
The following material misstatements detected as a result of audit procedures were corrected by
management:
Adjustments were made to reclassify delinquent utilities from customer accounts
receivables to special assessments receivables for amounts certified in 2017.
There was also a material audit adjustment to reclass a debt payment from Fund 322 to
Fund 601. The entry posted is as follows:
Account # Account Description Debit Credit
322-11111 Cash Combined Funds $75,000
601-23000 Bonds Payable – Noncurrent $75,000
322-47000-601 Debt SRV Bond Principal $75,000
601-11111 Cash Combined Funds $75,000
Honorable Mayor and
Members of the City Council
City of Orono
Page 3
Disagreements with management
For purposes of this letter, a disagreement with management is a financial accounting, reporting, or
auditing matter, whether or not resolved to our satisfaction, that could be significant to the financial
statements or the auditors’ report. No such disagreements arose during our audit.
Management representations
We have requested certain representations from management that are included in the management
representation letter dated February 25, 2019.
Management consultations with other independent accountants
In some cases, management may decide to consult with other accountants about auditing and
accounting matters, similar to obtaining a “second opinion” on certain situations. If a consultation
involves application of an accounting principle to the City’s financial statements or a determination of
the type of auditors’ opinion that may be expressed on those statements, our professional standards
require the consulting accountant to check with us to determine that the consultant has all the relevant
facts. To our knowledge, there were no such consultations with other accountants.
Significant issues discussed with management prior to engagement
We generally discuss a variety of matters, including the application of accounting principles and
auditing standards, with management each year prior to engagement as the City’s auditors. However,
these discussions occurred in the normal course of our professional relationship and our responses
were not a condition to our engagement.
Other audit findings or issues
We have provided a separate letter to you dated February 25, 2019, communicating internal control
related matters identified during the audit.
Other information in documents containing audited financial statements
With respect to the required supplementary information (RSI) accompanying the financial statements,
we made certain inquiries of management about the methods of preparing the RSI, including whether
the RSI has been measured and presented in accordance with prescribed guidelines, whether the
methods of measurement and preparation have been changed from the prior period and the reasons
for any such changes, and whether there were any significant assumptions or interpretations underlying
the measurement or presentation of the RSI. We compared the RSI for consistency with management’s
responses to the foregoing inquiries, the basic financial statements, and other knowledge obtained
during the audit of the basic financial statements. Because these limited procedures do not provide
sufficient evidence, we did not express an opinion or provide any assurance on the RSI.
With respect to the Combining and Individual Fund Statements and Schedules (collectively, the
supplementary information) accompanying the financial statements, on which we were engaged to
report in relation to the financial statements as a whole, we made certain inquiries of management and
evaluated the form, content, and methods of preparing the information to determine that the information
complies with accounting principles generally accepted in the United States of America, the method of
preparing it has not changed from the prior period or the reasons for such changes, and the information
is appropriate and complete in relation to our audit of the financial statements. We compared and
reconciled the supplementary information to the underlying accounting records used to prepare the
financial statements or to the financial statements themselves. We have issued our report thereon
dated February 25, 2019.
Honorable Mayor and
Members of the City Council
City of Orono
Page 4
Other information in documents containing audited financial statements (continued)
Other information is being included in documents containing the audited financial statements and the
auditors’ report thereon. Our responsibility for such other information does not extend beyond the
financial information identified in our auditors’ report. We have no responsibility for determining whether
such other information is properly stated and do not have an obligation to perform any procedures to
corroborate other information contained in such documents. As required by professional standards, we
read the statistical section (the other information) in order to identify material inconsistencies between
the audited financial statements and the other information. We did not identify any material
inconsistencies between the other information and the audited financial statements.
Our auditors’ opinion, the audited financial statements, and the notes to financial statements should
only be used in their entirety. Inclusion of the audited financial statements in a document you prepare,
such as an annual report, should be done only with our prior approval and review of the document.
* * * * * *
This information is intended solely for the use of the City Council and management of the City, and is
not intended to be, and should not be, used by anyone other than these specified parties.
CliftonLarsonAllen LLP
Minneapolis, Minnesota
February 25, 2019
INDEPENDENT AUDITORS’ REPORT ON INTERNAL CONTROL OVER
FINANCIAL REPORTING AND ON COMPLIANCE AND OTHER MATTERS
BASED ON AN AUDIT OF FINANCIAL STATEMENTS PERFORMED
IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS
Honorable Mayor, Members of the City Council
and Management
City of Orono
Orono, Minnesota
We have audited, in accordance with the auditing standards generally accepted in the United States of
America and the standards applicable to financial audits contained in Government Auditing Standards
issued by the Comptroller General of the United States, the financial statements of the governmental
activities, the business-type activities, each major fund, and the aggregate remaining fund information
of City of Orono (the City), as of and for the year ended December 31, 2017, and the related notes to
the financial statements, which collectively comprise the City’s basic financial statements, and have
issued our report thereon dated February 25, 2019.
Internal Control Over Financial Reporting
In planning and performing our audit of the financial statements, we considered the City's internal
control over financial reporting (internal control) to determine the audit procedures that are appropriate
in the circumstances for the purpose of expressing our opinions on the financial statements, but not for
the purpose of expressing an opinion on the effectiveness of the City’s internal control. Accordingly, we
do not express an opinion on the effectiveness of the City’s internal control.
A deficiency in internal control exists when the design or operation of a control does not allow
management or employees, in the normal course of performing their assigned functions, to prevent, or
detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a
combination of deficiencies, in internal control, such that there is a reasonable possibility that a material
misstatement of the entity’s financial statements will not be prevented, or detected and corrected on a
timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control
that is less severe than a material weakness, yet important enough to merit attention by those charged
with governance.
Our consideration of internal control was for the limited purpose described in the first paragraph of this
section and was not designed to identify all deficiencies in internal control that might be material
weaknesses or significant deficiencies and therefore, material weaknesses or significant deficiencies
may exist that have not been identified. We did identify certain deficiencies in internal control, described
in the accompanying schedule of findings and responses as items 2017-001, 2017-002, 2017-003 and
2017-004, which we consider to be material weaknesses and Significant Deficiencies.
Honorable Mayor, Members of the City Council
and Management
City of Orono
Page 2
Compliance and Other Matters
As part of obtaining reasonable assurance about whether the City's financial statements are free from
material misstatement, we performed tests of its compliance with certain provisions of laws, regulations,
contracts, and grant agreements, noncompliance with which could have a direct and material effect on
the determination of financial statement amounts. However, providing an opinion on compliance with
those provisions was not an objective of our audit and, accordingly, we do not express such an opinion.
The results of our tests disclosed no instances of noncompliance or other matters that are required to
be reported under Government Auditing Standards.
The City’s Response to Findings
The City’s responses to the findings identified in our audit are described in the accompanying schedule
of findings and responses. The City’s responses were not subjected to the auditing procedures applied
in the audit of the financial statements and, accordingly, we express no opinion on them.
Purpose of this Report
The purpose of this report is solely to describe the scope of our testing of internal control and
compliance and the result of that testing, and not to provide an opinion on the effectiveness of the City’s
internal control or on compliance. This report is an integral part of an audit performed in accordance
with Government Auditing Standards in considering the City’s internal control and compliance.
Accordingly, this communication is not suitable for any other purpose.
CliftonLarsonAllen LLP
Minneapolis, Minnesota
February 25, 2019
Honorable Mayor, Members of the City Council
and Management
City of Orono
Page 3
SCHEDULE OF FINDINGS AND RESPONSES
2017-001
Material Weakness – Annual Financial Reporting under Generally Accepted Accounting
Principles (GAAP)
Condition: The City does not have an adequate internal control policy in place over annual financial
reporting under GAAP, therefore, the potential exists that a misstatement of the annual financial
statements could occur and not be prevented or detected by the District’s internal controls
Criteria: The City must be able to prevent or detect a material misstatement in the annual financial
statements, including footnote disclosures.
Effect: No effect on current year financial statements.
Cause: The City relies on the audit firm to prepare the annual financial statements and related footnote
disclosures. However, they have reviewed and approved the annual financial statements and related
footnote disclosures.
Recommendation: The City should continue to evaluate its internal staff, expertise, and assigned
duties to determine if an internal control policy over the annual financial reporting is beneficial.
Management Response: Due to the small size of the City’s staff and the additional costs necessary to
ensure proper controls are in place, the City has decided that the costs of implementing the necessary
controls for preparing the City’s financial statements outweigh the benefits that would be derived.
Nevertheless, the City is continually reviewing the situation and establishes controls that the City
believes will aid in the fair presentation of the financial statements without significant increases in the
costs of implementing those controls.
Honorable Mayor, Members of the City Council
and Management
City of Orono
Page 4
2017-002
Material Weakness - Segregation of Duties
Condition: We noted during testing that the City has not properly segregated duties over certain areas.
The City Council and management should be aware of this condition and should seek to adequately
segregate duties which would reduce the chance of misstatement of the financials due to error or fraud.
Criteria: Generally, a system of internal control contemplates separation of duties such that no
individual has responsibility to execute a transaction, have physical access to the related assets, and
have responsibility or authority to record the transaction. Specifically, we noted the following:
Special Assessment and Tax Revenue: The Finance Director maintains the special assessment
and tax subsidiary ledgers and also has the rights to make entries to the general ledger. We
recommend that the City consider having the Assistant Finance Director maintain the special
assessment and tax subsidiary ledger while the Finance Director maintains the general ledger with
no access to the subsidiary ledger. In addition to segregating duties, this would create an
opportunity to cross-train staff.
Cash Receipts: It was noted during the audit that the City has a control that states: “the list of daily
cash receipts or lockbox listing from the bank is compared to postings to customer accounts,
contribution records, and deposits and to a validated deposit slip by a person independent of the
cash receipts and accounts receivable functions”. We noted there was no daily cash reconciliation
being performed. It is possible that a cash could go missing during the year and not be caught in a
timely fashion if the City does not perform this control. We recommend that the City perform the
daily cash reconciliation per their internal controls. If cash received daily is becoming less frequent,
the city could potentially turn the daily reconciliation into a weekly one as well, provided there are
adequate controls in place to safeguard the deposits until they are reconciled.
Wire Transfers: During our review of the process for completing a wire transfer, it was noted that a
cover sheet signed by the Finance Director is all that is required to initiate and complete a transfer.
This creates a situation where the Finance Director could make an error when making wire
transfers and for it to go unnoticed. We recommend that the city work with the bank to require either
a second approval prior to processing the wire or implement a notification process which sends a
notification to someone other than the Finance Director, such as the City Administrator, immediately
after the wire is received by the bank.
Journal Entries: It was noted when the Assistant Finance Director left the City in September of
2017, the Finance Director began making all journal entries for the remainder of the year. It was
also noted that when the Finance Director began making the journal entries the City did not
implement any system review for the entries that were being posted. This could lead to potential
erroneous or fraudulent journal entries being posted and going undetected. We recommend the City
ensure that in the event of turnover within the finance department they have contingency plans in
place to ensure the proper levels of review are still occurring to maintain a basic level of
segregation of duties where possible.
Honorable Mayor, Members of the City Council
and Management
City of Orono
Page 5
2017-002
Material Weakness - Segregation of Duties (Continued)
Effect: The City is unable to maintain segregation of incompatible duties given its current internal
control structure.
Cause: The City does not have formalized accounting policies that describes the responsibilities of the
various accounting personnel and not all controls are properly designed.
Recommendation: The City should document the flow of transactions in order to identify staff that may
be underutilized in the review or preparation process. This information should be used to design and
document the City’s internal control and accounting policy manual.
Internal control procedures, the policy manual and the review process should be reviewed and
monitored periodically by the Council. In making this review, it is important to consider the benefit
derived as weighed against the cost of the improvements. Consideration should be given to improving
the segregation of duties by utilizing existing staff differently and revising their roles. The City Council
should be involved in the oversight process and review the responsibilities periodically.
Management Response: Due to the small size of the City’s staff and the additional costs necessary to
ensure proper controls are in place, the City has decided that the costs of implementing the necessary
controls outweigh the benefits that would be derived. Nevertheless, the City is continually reviewing the
situation and establishes controls that the City believes will aid in the segregation of duties without
significantly increasing the costs of implementing those controls.
Honorable Mayor, Members of the City Council
and Management
City of Orono
Page 6
2017-003
Material Weakness – Material Audit Adjustment
Condition: We noted that there were debt payments posted to the incorrect fund during our audit
process.
Criteria: Generally, there would be a system of internal controls that would catch if a material journal
entry were made to the incorrect fund.
Effect: Cash was understated and debt service expenditures were overstated in fund 322 by $75,000,
while in fund 601 cash and outstanding debt amounts were overstated by $75,000.
Cause: The City did not have a Journal Entry review procedure in place for a portion of the year, and
did not tie their debt reconciliation to the trial balance prior to providing that to the auditors.
Recommendation: We recommend that the city have internal controls in place to ensure that debt
payments are posted to the correct fund throughout the year. This could be monitored through the
journal entry review process along with the year-end debt reconciliation process and comparison to the
year-end trial balance.
Management Response: Management will work to resolve this issue now that they have the
appropriate staffing within the finance department.
Honorable Mayor, Members of the City Council
and Management
City of Orono
Page 7
2017-004
Significant Deficiency – Check Signing
Condition: We noted during our audit that check signers are only reviewing the disbursement listing
when signing checks and not any of the support for the disbursements they are approving.
Criteria: Generally, a system of internal control will ensure that whoever is approving a purchase has
the supporting documentation to ensure that purchase is appropriate in purpose and amount.
Effect: There is the potential for the description on the approval listing to be inaccurate and approvers
could inadvertently approve and inappropriate disbursement.
Cause: The City does not ensure that the people signing the checks have the support for the
disbursements they are approving.
Recommendation: We recommend that the check signers review supporting documentation in
addition to the list of disbursements prior to signing the checks.
Management Response: Due to the small size of the City’s staff and the additional costs necessary to
ensure proper controls are in place, the City has decided that the costs of implementing the necessary
controls outweigh the benefits that would be derived. Nevertheless, the City is continually reviewing the
situation and establishes controls that the City believes will aid in the segregation of duties without
significantly increasing the costs of implementing those controls.
AGENDA ITEM
Prepared By: J. Barnhart Reviewed By: J. Barnhart Approved By: DJR
1. Purpose. To consider a resolution that would authorize Lakewest to apply for a Tax Base
Revitalization grant from the Metropolitan Council to assist in mitigation costs.
2. Background. Lakewest, LLC has submitted a development proposal for a 244 unit apartment
complex (Eisinger Flats), to be located at 3245 Wayzata Blvd West. The Planning Commission
is reviewing that proposal, and tabled a decision pending resolution of a number of comments
identified during their meeting. The City Council reviewed a 192 unit apartment complex as a
sketch plan in November, 2018. (LA18-000079)
3. Description. Eisinger Flats is proposed to be located on land currently occupied by a closed
landfill. The developer has prepared a Response Action Plan (RAP) for submission to the
Minnesota Pollution Control Agency (MPCA) to mitigate that condition. The developer is
preparing a Tax Base Revitalization Grant application to offset some of the associated costs. The
grant is provided by the Metropolitan Council with the following goals:
Investment Goals
• Clean up contaminated sites in the 7‐county metropolitan region
• Increase communities’ local tax base
• Add or preserve living wage jobs
• Produce affordable housing
• Expand each community’s range of housing choices
• Develop compactly
• Efficiently use existing transit and sewer services
• Encourage use of existing parks or walking trails
• Support projects that are poised for redevelopment
By state statue, an applicant must be a local government. The developer will make the
application on our behalf. Eligible sites include contamination exceeding safe standards and
projects that will increase the tax base and jobs and/ or affordable housing. The deadline for the
application is twice a year, May 1 and November 1.
The attached resolution, if adopted, states the Council authorizes the application by Lakewest, the
city will administer the grant if awarded for a high density housing project of 20-25 units per acre
at 3245 Wayzata Blvd. Note that the resolution does not state the Council will approve the
project reviewed by the Planning Commission in April.
Staff Recommendation. Staff supports the application from an environmental impact
standpoint. Development of the property will require proper mitigation of the landfilled
materials, and with the planned density, the grant program is appropriate for this property.
Staff recommends the Council consider the resolution, supporting the application.
Item No.: 15 Date: April 22, 2019
Item Description: Consideration of Support for Grant Application – Lakewest, LLC –
Resolution
Presenter: Jeremy Barnhart, AICP
Community Development Director
Agenda
Section:
Planning Department
Report
AGENDA ITEM
Prepared By: J. Barnhart Reviewed By: J. Barnhart Approved By: DJR
COUNCIL ACTION REQUESTED
City Council should review the approval resolution and adopt or amend.
Exhibits
A. Draft Resolution
B. Grant application Guide
C. TBRA Frequently Asked Questions
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. ________________________
1
A RESOLUTION
AUTHORIZING APPLICATION FOR THE TAX BASE REVITALIZATION ACCOUNT
FILE NO. LA19-000025
WHEREAS the City of Orono is a participant in the Livable Communities Act's Local Housing
Incentives Account Program for 2019 as determined by the Metropolitan Council, and is therefore
eligible to make application apply for funds under the Tax Base revitalization Account; and
WHEREAS the City has identified a contamination cleanup project within the City that meet the Tax Base
Revitalization Account's purposes and criteria and are consistent with and promote the purposes of the
Metropolitan Livable Communities Act and the policies of the Metropolitan Council's adopted metropolitan
development guide; and
WHEREAS the City has the institutional, managerial and financial capability to ensure adequate project and
grant administration; and
WHEREAS the City certifies that it will comply with all applicable laws and regulations as stated in the
contract grant agreements; and
WHEREAS the City finds that the required contamination cleanup will not occur through private or other
public investment within the reasonably foreseeable future without Tax Base Revitalization Account grant
funding; and
WHEREAS the City represents that it is unaware of funding sources other than Livable Communities Act
Tax Base Revitalization Account for contaminated clean up funding,
BE IT FURTHER RESOLVED that, the City Council of Orono authorizes Lakewest, LLC to submit an
application for Metropolitan Council Tax Base Revitalization Account grant funds and, if the City is
awarded a Tax Base Revitalization Account grant for this project, the City will be the grantee and agrees to
act as legal sponsor to administer and be responsible for grant funds expended for a high density housing
project of 20-25 units per acre at 3245 Wayzata Boulevard West.
ADOPTED by the Orono City Council on this 22nd day of April, 2019.
ATTEST: CITY OF ORONO:
_______________________________ ________________________________
Anna Carlson, City Clerk Dennis Walsh, Mayor
METROPOLITAN COUNCIL LIVABLE COMMUNITIES
TAX BASE REVITALIZATION ACCOUNT
CONTAMINATION CLEANUP GRANT APPLICATION GUIDE
2019
Contents:
CLEANUP GRANT APPLICATION GUIDE TOPICS ...................................................................................................... II
WHAT IS THE PURPOSE OF TBRA GRANTS? ............................................................................................................ II
ELIGIBLE APPLICANTS AND QUALIFYING SITES ....................................................................................................... II
WHO IS ELIGIBLE TO APPLY FOR A TBRA GRANT?.................................................................................................................. II
WHAT TYPE OF REDEVELOPMENT SITES ARE ELIGIBLE TO COMPETE FOR A GRANT? ...................................................................... III
ELIGIBLE AND INELIGIBLE USE OF GRANT FUNDS .................................................................................................. IV
QUALITY OF CLEANUP PLANS ............................................................................................................................................ V
ADDITIONAL FACTORS AFFECTING COST ELIGIBILITY .............................................................................................................. V
WHEN CAN I INCUR COSTS TO BE PAID USING GRANT FUNDING? ............................................................................................. VI
Cleanup Grant Timeline ....................................................................................................................................... vi
HOW TO REQUEST FUNDING FOR CLEANUP COSTS ALREADY INCURRED ................................................................................... VI
OTHER REQUIREMENTS ...................................................................................................................................... VIII
MATCHING FUNDS ....................................................................................................................................................... VIII
AFFORDABLE HOUSING .................................................................................................................................................. IX
FAIR HOUSING .............................................................................................................................................................. IX
RESIDENTIAL MARKETING PLANS ...................................................................................................................................... IX
AWARDING GRANTS/COMPETITIVE PROCESS ....................................................................................................... IX
FUNDING LIMITS .................................................................................................................................................. XII
LOCAL SUPPORT .................................................................................................................................................. XII
REPORTING REQUIREMENTS................................................................................................................................ XII
PROCEDURES AND PERMISSIONS ....................................................................................................................... XIII
HOW DO I APPLY? ........................................................................................................................................................ XIII
USE OF APPLICATION IMAGES ......................................................................................................................................... XIII
APPENDICES AND ATTACHMENTS ....................................................................................................................... XIV
Appendix A: Enabling Legislation and Requirements for Participating Cities: ................................................... xiv
Appendix B: Using WebGrants Online Application Forms ................................................................................... xv
Appendix C: Using Make-a-Map ........................................................................................................................ xvi
Attachment A – SAMPLE CLEAN-UP BUDGET ...................................................................................................... A
Attachment B - SAMPLE CITY RESOLUTION - Tax Base Revitalization Account ................................................... B
Attachment C - Application Checklist ....................................................................................................................C
Attachment D: Selected Brownfield Resources: ................................................................................................... D
QUESTIONS? CONTACT THE METROPOLITAN COUNCIL TBRA GRANT PROGRAM COORDINATOR AT
(651) 602-1054
ii
Cleanup Grant Application Guide Topics
This document provides information for applicants and grant writers on
• eligible applicants
• eligible communities and sites,
• eligible and ineligible uses for grant funds
• the competitive project selection process including expected redevelopment outcomes
• grant terms and
• reporting and grant administration compliance requirements.
Additional reference information and suggestions are also provided in appendices including
• use of the online mapping tool
• use of the WebGrants online application system
• sample contamination cleanup budget
• sample public resolution of support
• checklist of required application contents.
What is the purpose of TBRA grants?
TBRA funding helps make areas that have lost commercial/industrial activity available for
economic redevelopment. The grants provide funds for environmental site investigation and
cleanup for redevelopments that enhance the city tax base, promote job retention or job growth
and/or create or preserve affordable housing.
Cleanup grants are intended for applicants with projects that have recently completed their
environmental site investigation and are seeking public funding to assist with the cost of
implementing a cleanup plan for eligible activities and beginning construction on a specific
redevelopment project.
ELIGIBLE APPLICANTS and QUALIFYING SITES
Who is eligible to apply for a TBRA grant?
By state statute, applicants must be a local governmental unit, which may be a:
A. Municipality (a statutory or home rule charter city or township) currently participating in the
Metropolitan Livable Communities Housing Incentives Program
B. Metropolitan county
C. Housing and Redevelopment Authority, Economic Development Authority, Community
Development Authority or Port Authority
Redevelopment projects proposed by applicants in categories (B) and (C) must be located in
participating municipalities.
iii
Individuals and/or private or nonprofit developers are not eligible to apply. However, project
sites are typically privately owned. Other interested groups such as property owners or private
or not-for profit developers must find a public applicant to submit an application on their behalf.
What type of redevelopment sites are eligible to compete for a grant?
Eligible Sites Ineligible Sites
Properties with contamination that
exceeds safe standards set by the
Minnesota Pollution Control Agency
(MPCA), Minnesota Department of
Agriculture (MDA) or the Minnesota
Department of Health (MDH) for the
intended use.
Properties that are publicly-owned OR
privately-owned that will
o increase the tax base AND
o add or preserve jobs AND/OR
o add or preserve affordable
housing
after redevelopment is completed.
Total cleanup costs are over 1% of
the total development cost excluding
the cost of site acquisition
• A responsible party has been
identified and is likely financially
capable of carrying out the cleanup in
the foreseeable future;
• TBRA funding is not needed in order
for the redevelopment to proceed;
• Eligible cleanup costs are equal to
one percent or less than the total
project development costs excluding
the cost of site acquisition;
• Redevelopment proposals that will not
generate property taxes or payments
in lieu of taxes (PILOT/PLT);
The application does not score at
least 50% (75 points) of the total
possible points (150 points)
Contamination cleanup applications may be
determined ineligible for funding if:
• adequate cleanup funding is available
from other public and private sources;
• any part of a redevelopment site that
will be funded by the Federal
Superfund Program in the current or
following fiscal year
• the redevelopment requires extensive
new regional infrastructure beyond
that which is already planned
• the redevelopment is not consistent
with the redevelopment component of
the municipality's comprehensive plan
(Minn. Stat. §473.859, Subd. 5).
iv
ELIGIBLE and INELIGIBLE USE OF GRANT FUNDS
TBRA funding can help pay the cost difference between building on a contaminated site and
building on a clean site. TBRA funding can also help pay the environmental costs of adaptive
reuse of an existing or obsolete structure that requires the removal or added maintenance of
hazardous building materials.
Eligible Costs Ineligible Costs
recently completed site investigation
activities*
o Phase I environmental site
assessment
o Phase II environmental site
assessment work plans
o Phase II environmental site
assessment
o Hazardous building materials
assessment
o Development of a Response
Action Plan
o Abatement plans
o Asbestos emissions control plans
(ECP)
contaminated soil remediation**,
groundwater remediation**,
soil vapor mitigation**,
hazardous building materials
abatement or mitigation (asbestos
and/or lead-based paint only) ***
including
o Abatement area containment
o Implementing asbestos emissions
control plan
o Asbestos removal or
encapsulation
o Lead-based paint removal or
stabilization
o Loading, transport and disposal of
asbestos and/or lead-based paint
wastes
limited demolition (as necessary to
access contamination ONLY)
environmental oversight
“soft costs” such as
o administrative overhead,
o travel expenses,
o legal fees,
o bonds,
o insurance,
o permits,
o licenses or authorization fees,
o costs associated with
preparing grant proposals or
applications or bids,
o applicant project coordination
costs, operating expenses,
planning costs, and prorated
lease and salary costs.
non-hazardous wastes, such as
household waste, construction debris
and solid waste (e.g., old tires)
regulated materials found in buildings,
such as mercury in thermostats, oils in
door closers, and other issues related
to heating, ventilation and air
conditioning systems
geotechnical costs
managing excess clean soil
construction costs
costs for work outside of the
redevelopment site (as identified in
the application & cleanup plan)
v
* The costs for the investigation work incurred included in a contamination cleanup grant
request will only be reimbursed if the TBRA applicant’s overall project is recommended for
funding.
** Costs must be for activities included in a Response Action Plan (RAP) - and amendments, if
any - approved by the MPCA or MDA for the redevelopment being proposed. (Projects
working with the Voluntary Investigation Cleanup (VIC) Program and/or the Petroleum
Brownfields Program (PBP) should start early. The MPCA requires a minimum of 45 working
days before the TBRA application deadline to respond to a request for approval in time to
apply for a grant.)
*** Costs associated with asbestos and lead-based paint abatement must be for activities that
meet state standards established by the Minnesota Department of Health and Minnesota
Occupational Safety and Health Administration (OSHA) as well as federal standards
including Asbestos Hazard Emergency Response Act (AHERA) and the Toxic Substances
Control Act (TSCA) and the Environmental Protection Agency’s Renovation, Repair and
Painting Rule.
Quality of Cleanup Plans
For soil and/or ground water or vapor intrusion contamination, it is required that applicants have
a RAP approved by the MPCA. It is recommended that applicants start working with the
Voluntary Investigation Cleanup Program and/or the Petroleum Brownfields Program (PBP)
early and that they submit the reports by those programs to the MPCA a minimum of 45 working
days prior to the TBRA application deadline. (The MPCA requires this lead time to assure a
review of a RAP.) For projects with RAPs that do not include tables of the soil, ground water
and/or soil vapor sampling results, applicants must also submit a Phase II environmental site
assessment (ESA) as an attachment.
Applicants that are applying for asbestos or lead-based paint cleanup must submit an
assessment report that meets standards set by the Minnesota Department of Health identifying
asbestos or lead-based paint content of the building material (e.g., percentage), the quantities of
materials to be abated, condition of the materials assessed and include maps of sampling
locations and laboratory analysis results.
Additional Factors Affecting Cost Eligibility
We will consider the following additional factors when reviewing costs to be paid using grant
funds.
• Eligible activities for contaminated soil remediation include excavation, transportation,
disposal fees for removal of contaminated soil conducted according to the RAP
submitted with the application.
However, unregulated fill soil – excess soil that has contamination at concentrations less
than the MPCA’s most conservative risk-based values – is eligible for reimbursement of
disposal and transportation costs only. (The standard costs for excavating and loading of
unregulated fill soil are not eligible.)
• The costs for replacing contaminated fill with clean back fill and grading of clean soil are
eligible as long as the volume of clean soil added matches the volume of contaminated
soil removed.
vi
• In order to minimize the amount of funds needed to replace contaminated soils,
applicants are encouraged to design and implement projects in a way that minimizes the
amount of backfill needed to replace the contaminated soils (e.g. underground parking,
basements). Any underground use must be consistent with the approved RAP.
• Costs associated with soil vapor mitigation must be based on data provided that shows
soil vapors are over 33 times the MPCA intrusion screening value thresholds.
• Actions documenting environmental monitoring systems or the successful
implementation of a RAP such as technical writing are eligible for reimbursement.
• We recommend applicants use separate line items when bidding work to be paid by
grants to simplify the review of reimbursement requests if a grant is awarded.
• Contractor markups for subcontractor costs are eligible but limited to 10% or less.
When can I incur costs to be paid using grant funding?
To be eligible for grants, all eligible cleanup activities must occur after the grant award date but
before the grant term ends (three years).
Cleanup Grant Timeline
Exceptions
• Costs included in a cleanup grant request may include reimbursement for site investigation
activities incurred up to 180 days before the date of application.
• Supplemental TBRA grants may include cleanup work performed up to 180 days prior to the
grant application due date with a written eligibility determination from Metropolitan Council
staff.
How to Request Funding for Cleanup Costs Already Incurred
In limited situations, funding may be requested for cleanup work that has been completed
before a grant application date (e.g., May 1 or November 1) or before the Metropolitan Council
awards a grant. A written eligibility determination request from Metropolitan Council staff is
required before supplemental work begins to include costs for any cleanup that occurred before
a grant application submission deadline in a grant request. (Recent investigation work already
completed does not require special permission.)
For each cost to be eligible for grants, the work must meet all the following conditions:
Planning Occupancy Construction Site investigation Cleanup
After date of award
No more than 180
days prior to grant
application due date End of grant term
vii
Yes, completed work is eligible for a grant
request
No, completed work is not eligible for a
grant request
Project site has an active cleanup grant
from the Metropolitan Council
Project site does not have an active
cleanup grant from the Metropolitan
Council
Cost is a cleanup activity Cost is not a cleanup activity
Cost was for soil or ground water remedial
activity or a soil vapor mitigation activity in
an approved cleanup plan in use at the
time the work occurred OR
Cost was for an abatement activity in an
abatement plan written by an individual
licensed by MDH
Cost was for soil or ground water
remedial activity or a soil vapor mitigation
activity but was not in an approved
cleanup plan at the time the work
occurred OR
Cost was for an abatement activity but
was not in an abatement plan written by
an individual licensed by MDH
Cost occurred after a cleanup plan (or
revision) was approved or the abatement
plan was completed.
Cost occurred before a cleanup plan (or
revision) was approved or the abatement
plan was complete.
Activity occurred 180 days or less before
TBRA application due date
Activity occurred over 180 days before
the TBRA application due date
Provided a written eligibility request to
Metropolitan Council staff before the
cleanup activities start that
o describes the cleanup work and
when the work will start
o explains why the work must start
before the application date
o identifies the date the cleanup
plans were approved and includes
regulatory approvals for pending
soil or groundwater cleanup work
as an attachment
o includes a statement
acknowledging that the applicant
understands that while the request
may make the work eligible for
future funding, it does not commit
the Council to funding the project.
Did not submit a complete written
eligibility request to Metropolitan Council
staff before activities requested started.
viii
Other Requirements
Matching funds
The need for matching funds depends on the type of sources requested for cleanup funding.
There is no matching fund
requirement if 100% of the eligible
cleanup cost will be requested using
TBRA contamination cleanup
grants. (This option is often true for
projects requesting funding for
abatement activities only.)
100%
% of Total Cleanup Cost
100% - TBRA Cleanup
Request
If DEED and TBRA funding will be
requested for projects with the
seven-county metropolitan area,
TBRA funds may be requested to
provide up to 13% (or more) of the
total eligible project cleanup costs
as part of the 25% local match for
cleanup costs required in DEED's
Contamination Cleanup Grant
Program.
13%
12%
75%
% of Total Cleanup Cost
13% (or more) - TBRA
Cleanup Request (used for
DEED Match)
12% - Applicant/Developer
Match
75% (or less) - DEED
Cleanup Request
If DEED, TBRA, and Ramsey
County or Hennepin County ERF
funding will be requested, TBRA
funds and county funds used may
be used as part of the minimum
required match for grants from
DEED.
Not all TBRA costs (e.g.,
abatement) will be eligible for use
as matching funds to meet DEED’s
requirement. In this case, the TBRA
request may include cleanup
activities that will not be used as
matched funds for DEED.
% of Total Cleanup Cost
6.5% (or more)- TBRA
Request (used for DEED
match)
6.5% (or more) - ERF
Request (used for DEED
match)
12% - Applicant/Developer
Match
75% (or less) - DEED
Request
Unmatched TBRA Request
ix
Affordable Housing
Affordable housing is defined as ownership or rental housing affordable to households earning
80% of the area median income (AMI) or less. Units must be affordable for 15 years or more.
For information on corresponding affordable rents and sales prices see
https://metrocouncil.org/Communities/Services/Livable-Communities-Grants/2018-Ownership-
and-Rent-Affordability-Limits.aspx (Updates to the income limits for 2019 are expected in April.)
Projects will be evaluated on the amount of affordable housing relative to the amount of TBRA
funding requested for the project. A minimum of 20% of the total housing units proposed
must be affordable for a project to be considered for affordable housing points.
Fair Housing
A Fair Housing Policy is a written statement regarding the local municipality’s commitment to fair
housing, typically including the policy’s purpose, procedures for complaint identification and
referral, designating a fair housing officer, and outlining internal and external actions the
municipality will undertake to advance fair housing. A best practices guide including a model
local fair housing policy (page 46 of the PDF) can be found here:
https://metrocouncil.org/Handbook/Files/Resources/Best-Practices/Fair-Housing-Policy-
Guide.aspx
All applicants proposing to build or renovate housing that receive a Livable Communities Act
grant must have adopted a Fair Housing Policy prior to the disbursement of LCA. (For more
information about Metropolitan Council requirements on Fair Housing policies contact Hilary
Lovelace at Hilary.Lovelace@metc.state.mn.us or 651-602-1555.)
Residential Marketing Plans
All proposed redevelopments that include housing – market-rate or affordable – must have an
affirmative fair housing marketing plan in place before offering the units for rent or for sale. See
the following example of typical considerations to include in a marketing plan: Minnesota
Housing Sample Affirmative Fair Housing Marketing Plan. For additional information see
http://fairhousingmn.org/providers/toolkit/
AWARDING GRANTS/COMPETITIVE PROCESS
The Metropolitan Council will consider how well a proposed project will meet statutory
requirements and regional development goals described in the Thrive MSP 2040 plan when
awarding grants. Council staff will consult with external partners, including DEED, Hennepin and
Ramsey County, the MPCA, and others when evaluating applications.
x
The Council will rank cleanup applications according to the extent they demonstrate the
following:
Contamination Cleanup Evaluation Criteria Possible
Points
Increase to the tax base
• Increase the tax base of the recipient municipality
• Add tax revenue in the near term. (Projects not in or not expected to
be in a Tax Increment Finance district earn 5 points because all the
affected tax jurisdictions benefit immediately)
25
Access to Jobs and/or affordable housing and economic competitiveness
• Increase or retain the number of permanent jobs in the region
• Increase job opportunities within micro-enterprises or new small
businesses
• Preserve and/or increase the number of permanent living wage jobs
in the region
• Increase permanent living wage jobs within and near areas of
concentrated poverty
• Construction of distribution facilities and commercial-industrial space
for freight-generating industries near regional intermodal freight
terminals
• Add affordable rental or ownership housing units for households with
incomes at or below 80% of Area Median Income (AMI)
OR
• Preserve existing affordable housing if
o the building undergoes substantial rehabilitation:
o doing so ensures the extension of long-term affordability with
income restrictions on tenants with incomes at or below 80%
of Area Median Income (AMI) AND
o includes federal subsidy (e.g., project-based Section 8) as part
of the redevelopment financing
(A minimum of 20% of the total housing units proposed must be affordable for a
project to be considered for affordable housing points, and the minimum term of
affordability is 15 years.)
25
Brownfield cleanup/environmental health improvements
Clean-up of the most contaminated sites to provide the greatest improvement in
the environment and the greatest reduction in human health risk 25
xi
Contamination Cleanup Evaluation Criteria Possible
Points
Orderly and efficient land use
Show how the cleanup and redevelopment project supports Thrive MSP 2040
goals by:
• Supporting growth in the region and around regional transit through
adaptive reuse, infill development or redevelopment to make the best
use of public and private investment
• Support for private investment in Areas of Concentrated Poverty
particularly investment related to wealth-building strategies such as
new micro-enterprise or new small business
• Accommodating growth through increased redevelopment density
• Providing or preserving housing choices to give people in all life
stages and of all economic means viable choices for safe, stable and
affordable homes including the willingness to accept Housing Choice
Vouchers
• Conserving vital regional natural resources features and functions
• Conserving, restoring or protecting the region’s water resources
through environmentally sound opportunities for recharging
groundwater with best management practices for stormwater
• Commitment to resilient energy infrastructure through the use of
renewable energy sources
• Providing access to regional parks and trails and the transit network
using a variety of modes of travel
• Showing consistency of proposed use with regional highway system
and investments in the regional transit system and showing potential
for growth in transit service
35
Readiness and market demand
• Demonstrate readiness to proceed with project site cleanup
• Demonstrate market demand for proposed redevelopment elements
in the project area and demonstrate readiness to promptly implement
the proposed project if/when TBRA funding is provided, including
identifying an end-stage developer and commitments by occupants
25
Partnership
Represent innovative partnerships among various levels of government and
private for-profit and nonprofit sectors 5
Community’s Housing Performance Score
The applicant’s Housing Performance Score will be converted from a 100-point
scale to a 10-point scale. If a proposed project includes new affordable housing
or if affordable housing is located within the project site/area, the proposal will be
held harmless by assigning the higher of the community’s actual score or the
average score for this section from all proposals.
10
xii
Contamination Cleanup Evaluation Criteria Possible
Points
TOTAL 150
Applications must score 75 points or more out of 150 points
to be considered for funding.
Redevelopment and preservation projects are expected to spend TBRA grants on cleanup and
start construction before the three-year grant term ends.
Funding Limits
If requests for grants exceed the available funds for an application cycle,
no more than one-half of the funds may be granted to projects in a single city and
no more than three-quarters of the funds may be granted to projects located in
Minneapolis and St. Paul.
There are no limits on the number of TBRA applications submitted.
LOCAL SUPPORT
Any application for funds under this program must include a resolution supporting the
application from the local unit of government within which the proposed project is located. The
resolution must confirm that the project would not occur through private or other public
investment without Council funding.
Municipalities occasionally partner with counties or other agencies (e.g., a county, housing or
development/redevelopment authority; collectively, “Partners”) when preparing application for
funds; however, only one eligible entity may be cited as the applicant. If the application is
successful, that applicant will become the grantee.
REPORTING REQUIREMENTS
Recipients of Tax Base Revitalization Account grants must submit progress and annual reports.
Semi-annual progress reports are required during the grant term for active grants. Additional
annual reports are required in the spring after the termination of the grant period and three
years annually thereafter to the Metropolitan Council. Annual reporting includes:
• the site cleanup and/or development activities completed in the previous calendar year,
• the amount of net tax capacity and the total property taxes paid on this parcel(s) (land
and buildings) for the preceding year, and
• the number of full-time equivalent jobs (FTEs) including both part-time and full-time jobs
on the site at the end of the previous year, and the number of the FTEs that are at or
above living-wage level.
xiii
PROCEDURES and PERMISSIONS
How do I apply?
An online WebGrants application information and attachments must be submitted by the grant
application deadline (May 1, 2019) by 5:00 PM.
Attachments submitted with a completed application form should recognize text (either through
a file conversion or use of optical character recognition (OCR)), allow text searches and include
bookmarks to each of the application sections and application attachments.
The application form is available online at https://metrocouncilgrants.org/
Select the WebGrants link under the heading ‘Using WebGrants’ to log in. (More
information on using WebGrants is provided below.)
1) Next, select the link to the funding opportunity with the title ‘2019 TBRA Cleanup Fall
Round’.
Contact the TBRA coordinator at 651-602-1054 if you have questions.
This Notice of Funding Availability is subject to applicable federal, state, and municipal laws,
rules and regulations. The Metropolitan Council reserves the right to modify or withdraw this
RFP at any time.
Use of Application Images
By submitting any renderings, images, perspectives, sections, diagrams, photos or other
copyrightable materials (collectively, “copyrightable materials”) with an application, you certify
that your organization is the owner of the copyrightable materials or is fully authorized to grant
permissions regarding the copyrightable materials and that the copyrightable materials do not
infringe upon the copyrights of others.
Your organization also agrees that:
1) the Council has a nonexclusive royalty-free license and all necessary permissions to
reproduce and publish any copyrightable materials for noncommercial purposes,
including but not limited to press releases, presentations, reports, and on the internet;
and
2) your organization will not hold the Council responsible for the unauthorized use of the
copyrightable materials by third parties. If your organization desires attribution on the
copyrightable materials, you may include a discreet transparent watermark.
xiv
Appendices and Attachments
Appendix A: Enabling Legislation and Requirements for Participating Cities:
The Livable Communities Act (MN Statutes Chapter 473.25) created a voluntary, incentive-
based approach to address the metropolitan area’s affordable and lifecycle housing issues and
to help communities grow and succeed. It established the Metropolitan Livable Communities
Fund, including three ongoing accounts from which eligible communities may apply for funding:
• The Tax Base Revitalization Account (TBRA) helps cities clean up contaminated urban
land and buildings for subsequent redevelopment that could include commercial,
industrial or housing opportunities. Restoring the tax base, developing more jobs near
existing housing and services, and adding affordable housing to the region are primary
objectives of this account
• The Livable Communities Demonstration Account (LCDA) awards grants to cities for
development and redevelopment projects that achieve connected development patterns
linking housing, jobs and services and maximizing the development potential of existing
or planned infrastructure and regional facilities.
• The Local Housing Incentives Account (LHIA) helps preserve and expand lifecycle and
affordable rental and ownership housing in the metropolitan area.
A fourth account, the Inclusionary Housing Account (IHA), operated during 1999-2000 with a
single appropriation to support affordable housing developments in which the reduction of local
controls and regulations resulted in reduced development costs.
To be able to request grant funding, communities choose to participate by:
• negotiating long-term affordable and lifecycle housing goals with the Council;
• adopting an LCA Housing Action Plan to identify and give direction to the city’s use of
programs, official controls and fiscal devices to help accomplish these negotiated goals;
and
• contributing to affordable housing activities at least the minimum annual amount required
by a formula provided in the law. The formula is based on each community’s share of the
tax levy supporting the Livable Communities Demonstration Account and determines an
Affordable and Lifecycle Housing Opportunities Amount (ALHOA) specific to each
community.
A list of communities participating in the Livable Communities Act program may be found at
http://www.metrocouncil.org/Communities/Services/Livable-Communities-Grants/Communities-
Participating-in-the-Livable-Communiti.aspx?source=child
xv
Appendix B: Using WebGrants Online Application Forms
For information on using WebGrants see the WebGrants Manual located at
http://www.metrocouncil.org/Communities/Services/Livable-Communities-Grants/Maps,-forms-
misc/Using-the-Council-s-Online-Grant-Application.aspx.
Information is provided on
• registration
• security
• selecting a funding opportunity
• the user interface
and other topics to help you get started and familiarize you with using the online form.
xvi
Appendix C: Using the Livable Communities Grant Application Mapping Tool
An online customized mapping tool has been created for applying for LCA Grants. To access
the Livable Communities Grant Application Mapping Tool, follow this link:
http://giswebsite.metc.state.mn.us/publicmaps/lca
Follow the steps below to define your project boundary to save and print the required maps
using the LCA Make-a-Map tool. For more detailed instructions, click the blue “help” button
Enter an address or
landmark in the search bar
to navigate to your project
area.
Click “Sketch the Project”
and select the appropriate
grant category, Tax Base
Revitalization Account.
Provide a name for your
project. (This name will
appear at the top of the map
once the map is created.)
You may use the zoom and
pan buttons to navigate to
your project site. Click
“Sketch a Boundary” and,
using the crosshair as a
guide, draw the project
boundary. A gray polygon
with a red outline will begin
to appear. Once you have
finished outlining the
boundary, double click to
close the polygon. If there
are multiple, non-contiguous
parcels that are part of your
Project, you have the option
of sketching another
boundary.
xvii
Select “Print” and “Create
the maps”. The system will
generate 3 maps:
Parcel Map
Aerial View Map
Overview Map
(Please be patient –
depending on your
connection, it can take up to
1 minute to generate the
maps.)
Click each PDF to download
them separately.
Attachment A
Attachment A – SAMPLE CLEAN-UP BUDGET
Tax Base Revitalization Account
USES
I. INVESTIGATION AND CLEAN-UP
Total
Cost TBRA DEED
County
ERF EPA Private
A SITE INVESTIGATION & REMEDIATION PLAN DEV.
1. Phase I $4,000 $4,000
2. Phase II $60,000 $40,000 $20,000
3. Preparation of RAP $58,000 $40,000 $18,000
4. Asbestos and Lead-based Paint Survey $12,000 12,000
Total Site Investigation and RAP $132,000 $12,000 $0 $0 $80,000 $40,000
B IMPLEMENTING THE PLAN: CLEANUP COSTS
1. Soil handling costs
Mobilization $20,000 $10,000 $10,000
Excavation of contaminated soils (8,000 CY @ $5/CY) $40,000 $8,000 $20,000 $4,000 $8,000
Loading of contaminated soils (8,000 CY @ $3.50/CY) $28,000 $5,600 $14,000 $2,800 $5,600
Transportation of contaminated soils (8,000 CY @ $13/CY) $104,000 $20,800 $52,000 $10,400 $20,800
Disposal of contaminated soils (9,600 TONS @ $18/TON) $172,800 $34,560 $86,400 $17,280 $34,560
Back-fill (8,000 CY @ $5/CY) $40,000 $8,000 $20,000 $4,000 $8,000
Demobilization $20,000 $10,000 $10,000
2. Remove underground petroleum storage tank $6,000 $6,000
Petroleum-impacted soils (i.e. 100 CY. @ $7/CY) $700 $700
3. Monitoring wells $2,500 $2,500
Closing out monitoring wells $1,000 $1,000
4. Contract for on-site testing during clean-up $15,000 $5,000 $10,000
5. Contamination monitoring contract $30,000 $5,000 $20,000 $5,000
6. Asbestos abatement (Include attached line item budget) $77,800 $77,800
7. Lead-based paint abatement (Include attached line item
budget) $26,070 $26,070
8. Other hazardous materials disposal (not grant-eligible) $12,000 $12,000
9. Mold removal (not grant-eligible) $18,000 $18,000
Total Cleanup Implementation $613,870 $221,030 $242,400 $43,480 $0 $108,960
Attachment A
I. CLEAN-UP Continued
C UNIT COSTS FOR ASBESTOS ABATEMENT
Location Suspect Material Description
Friable (F)/Non-
Friable (NF) Unit Quantity Unit Unit Costs Price
Basement
1 inch to 6-inch fibrous pipe insulation F 220 LF $20.00 $4,400
7- inch to 12-inch aircell pipe insulation NF 80 LF $22.00 $1,760
6-inch pipe fittings NF 9 Each $45.00 $405
12-inch pipe fittings NF 3 Each $45.00 $135
Boiler door & gasket F 2 Each $25.00 $50
Boiler drum F 32 SF $35.00 $1,120
Electrical panel NF 1 Each $100.00 $100
1st Floor
12x12 inch floor tile and mastic NF 4,200 SF $3.00 $12,600
Wall Joint Compound NF 200 SF $2.00 $400
Tan Window Caulk NF 1,500 LF $4.00 $6,000
Sink undercoating NF 2 Each $65.00 $130
Fire Doors NF 2 Each $200.00 $400
2nd Floor
9x9 inch floor tile NF 1,600 SF $3.00 $4,800
12x12 inch ceiling tile & adhesive F 1,200 SF $8.00 $9,600
3rd Floor
Plaster F 1,200 SF $2.00 $2,400
Floor tile mastic NF 6,000 SF $2.00 $12,000
Grey vinyl baseboard NF 300 LF $1.50 $450
2 X 4 foot ceiling panels & adhesive NF 300 SF $4.00 $1,200
Roof
Grey Caulking on Roof NF 500 LF $9.00 $4,500
Black Flashing NF 500 LF $5.00 $2,500
Abatement Mobilization/Demobilization $625
Abatement Design Manual and Specifications (25 hours @$125.00/hr) $3,125
Abatement Project Oversight (30 hours @ $95.00/hr) $2,850
Asbestos Closeout Report (50 hours @ $125.00/hr) $6,250
TOTAL $77,800
Attachment A
I. CLEAN-UP Continued
D. UNIT COSTS FOR LEAD-BASED PAINT ABATEMENT
Location
Abatement
Method
Surface Area
Walls Columns
Walls
(Stairwell)
Rails
(Stairwell) Other
Total
LBP-
Surface
Area
Unit
Cost Unit
Abatement
Cost
Basement
Stabilize &
encapsulate 800 SF 400 SF 75 SF
1,275 SF $2.00 SF $2,550.00
Stabilize &
encapsulate 60 LF
60 LF $2.25 LF $135.00
1st Floor
Removal 800 SF 400 SF 75 SF 1,275 SF $4.00 SF $5,100.00
Removal 60 LF 60 LF $2.25 LF $135.00
Removal 8 windows -- $90.00 Each $720.00
2nd Floor
Removal 800 SF 400 SF 75 SF 1,275 SF $4.00 SF $5,100.00
Removal 60 LF 60 LF $2.25 LF $135.00
Removal
12
windows
-- $90.00 Each $1,080.00
3rd Floor
Removal 800 SF 400 SF 75 SF 1,275 SF $4.00 SF $5,100.00
Removal 60 LF 60 LF $2.25 LF $135.00
Removal
12
windows
-- $90.00 Each $1,080
West Exterior
Advertising)
Stabilize &
encapsulate 300 SF
300 SF $16.00 SF $4,800.00
TOTAL 3,500 SF 1,600 SF 300 SF 240 LF
32
windows $26,070.00
Attachment A
II. DEVELOPMENT/REDEVELOPMENT BUDGET
Total
Cont. TBRA DEED
County
ERF EPA Private
A Acquisition $850,000 $850,000
B Demolition of dilapidated building (eligible DEED project cost) $165,000 $165,000
C Site preparation (not including cleanup) $315,000 $315,000
D Soft Costs (i.e., A&E, legal services, deferred fees, etc.) $500,000 $500,000
E Construction: 52,000 ft office showroom $2,100,000 $2,100,000
F Infrastructure: road resurface and utilities $890,000 $890,000
Total Development/Redevelopment Budget $4,820,000 $165,000 $3,805,000
G Environmental (Grants, grant match and unmatched grant costs
and ineligible environmental costs in Investigation and Cleanup
in Uses Table I above) $747,870 $235,030 $407,400 $43,480 $80,000 $146,960
TOTAL DEVELOPMENT COST $5,567,870
Total Development Cost per SF $107.07
Attachment B
Attachment B - SAMPLE CITY RESOLUTION - Tax Base Revitalization Account
RESOLUTION NO. __________
CITY OF __________, MINNESOTA
AUTHORIZING APPLICATION FOR THE TAX BASE REVITALIZATION ACCOUNT
WHEREAS the City of __________ is a participant in the Livable Communities Act's Local Housing
Incentives Account Program for 2019 as determined by the Metropolitan Council, and is therefore
eligible to make application apply for funds under the Tax Base Revitalization Account; and
WHEREAS the City has identified a contamination cleanup project within the City that meet the Tax
Base Revitalization Account’s purposes and criteria and are consistent with and promote the purposes
of the Metropolitan Livable Communities Act and the policies of the Metropolitan Council’s adopted
metropolitan development guide; and
WHEREAS the City has the institutional, managerial and financial capability to ensure adequate project
and grant administration; and
WHEREAS the City certifies that it will comply with all applicable laws and regulations as stated in the
contract grant agreements; and
WHEREAS the City finds that the required contamination cleanup will not occur through private or other
public investment within the reasonably foreseeable future without Tax Base Revitalization Account
grant funding; and
WHEREAS the City represents that it has undertaken reasonable and good faith efforts to procure
funding for the activities for which Livable Communities Act Tax Base Revitalization Account funding is
sought but was not able to find or secure from other sources funding that is necessary for cleanup
completion and states that this representation is based on the following reasons and supporting facts:
BE IT FURTHER RESOLVED that, the City Council of ______________ authorizes __________ to
submit an application for Metropolitan Council Tax Base Revitalization Account grant funds and, if the
City is awarded a Tax Base Revitalization Account grant for this project, the City will be the grantee and
agrees to act as legal sponsor to administer and be responsible for grant funds expended for the
project contained in the Tax Base Revitalization grant application submitted on May 1, 2019
_______________________ _______________________
Mayor Clerk
Attachment C
Attachment C - Application Checklist
Applications are due by 5:00 PM on May 1, 2019. All forms and attachments must be submitted
using WebGrants. (The attachments should recognize text (either through a file conversion or
use of optical character recognition (OCR)) and allow text searches.)
TBRA Contamination Cleanup Application Contents:
2019 TBRA Cleanup Form (WebGrants Online Form)
Application Attachments
Resolution from applicant (Sample in Appendix B) authorizing TBRA application
submission (PDF). Name the file “TBRA Resolution – [Project Name].”
Legal Description of Site (PDF). Name the file “TBRA Legal Descrip – [Project Name].”
Maps (include project boundary)
Parcel Map using LCA online mapping tool – a street map showing parcels and
parcel identification numbers (with a county ID prefix) for the redevelopment site.
(PDF)
Aerial Map using LCA online mapping tool – An aerial map showing the
redevelopment project boundary. (PDF)
Overview Map using LCA online mapping tool – An aerial map showing ¼ mile
and ½ mile radius from the project site. (PDF)
Project Images and Figures
Current Conditions (Include image(s) of building interiors for abatement
requests.) Name the file “TBRA Current Images – [Project Name].”
Proposed Site Plan Figure. Name the file “TBRA Site Plan – [Project Name].”
Proposed Development (e.g., elevations, architectural renderings, concept
sketches, etc.). Name the file “TBRA Development Images – [Project Name].”
Proposed Soil Excavation Location with Estimated Volume (for soil cleanup grant
requests). Name the file “TBRA Proposed Excavation– [Project Name].”
Environmental Reports
RAP (PDF) Name the file “TBRA RAP– [Project Name].”and/or
Phase II Environmental Site Assessment (PDF) Name the file “TBRA Phase II
ESA – [Project Name].” (Submit if analytical tables not included in RAP)
Phase I Environmental Site Assessment (PDF) Name the file “TBRA Phase I
ESA – [Project Name].”
Hazardous Materials Report (PDF) for asbestos or lead-based paint
Response Action Plan Approval from PCA (PDF) for soil or ground water cleanups.
Name the file “TBRA RAP Approval – [Project Name].”
Budgets (Excel spreadsheet)
Detailed Contamination Cleanup Budget
Line-item Budget for Asbestos and Lead-Based Paint
Attachment C
Item not required for TBRA submission:
• CAFR
Attachment D
Attachment D: Selected Brownfield Resources:
Brownfields Resource Guide: http://mnbrownfields.org/wp-content/uploads/2016/03/MN-
Brownfields-Resource-Guide-2016-PDF.pdf
Dakota County, Redeveloping Brownfields:
https://www.co.dakota.mn.us/Environment/WaterResources/ContaminatedSites/Brownfields/
Pages/default.aspx
http://www.dakotacda.org/community-development/redevelopment-incentive-grant-program/
Hennepin County Environmental Response Fund:
http://www.hennepin.us/business/property/environmental-response-fund
Metropolitan Council, Tax Base Revitalization Account:
http://www.metrocouncil.org/Communities/Services/Livable-Communities-Grants/Tax-Base-
Revitalization-Account-(TBRA).aspx?source=child
Ramsey County Environmental Response Fund:
https://www.ramseycounty.us/businesses/property-development/property-development-
programs/environmental-response-fund
Minnesota Department of Employment & Economic Development, Contamination Cleanup &
Investigation Program: http://mn.gov/deed/government/financial-
assistance/cleanup/contamination.jsp
Minnesota Pollution Control Agency, Cleanup of Contaminated Sites:
http://www.pca.state.mn.us/index.php/waste/waste-and-cleanup/cleanup/cleanup-of-
contaminated-sites.html
U.S. Environmental Protection Agency, Brownfields: http://epa.gov/brownfields/
Minnesota Brownfields: http://www.mnbrownfields.org/
Minnesota Lead Contractors and Consultants:
http://www.health.state.mn.us/divs/eh/lead/find_firm/pb_firms_by_state.cfr?state_code=MN
Minnesota Asbestos Contractors and Consultants:
http://www.health.state.mn.us/divs/eh/asbestos/find_contractor/asbestos_contractor_report.cfr?r
egion_code=ME
Other Service Providers:
http://www.mda.state.mn.us/chemicals/spills/incidentresponse/guidelist/gd22.aspx,
http://mnbrownfields.org/land-recycling-101/directory-of -service-providers/
(Brownfield resources are provided for educational purposes. The Metropolitan Council does
endorse individual organizations, firms, or programs.)
390 Robert Street North
Saint Paul, MN 55101-1805
651.602.1000
TTY 651.291.0904
public.info@metc.state.mn.us
metrocouncil.org
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TAX BASE REVITALIZATION ACCOUNT
(TBRA) FREQUENTLY ASKED QUESTIONS
1. What is the TBRA?
2. How and when are TBRA funds available?
3. Who is eligible to apply for TBRA grants?
4. What types of redevelopment projects are eligible for TBRA grants?
5. What criteria are used to determine which applications are selected to receive TBRA funding?
6. What is the minimum and maximum TBRA amount of funding that can be requested?
7. What investigation costs are eligible for TBRA grants?
8. What specific cleanup costs related to soil and ground water contamination are eligible for TBRA funds?
9. Can TBRA grant funds be used to clean up petroleum-based contamination?
10. Are the disposal costs of other hazardous wastes, non-hazardous wastes and debris eligible for TBRA funding?
11. If a redevelopment project includes a housing component, is a portion of that housing required to be affordable?
12. Is funding for site acquisition eligible?
13. Is funding for building demolition eligible?
14. Can a project be funded if eminent domain was used for acquisition?
15. Can funds be requested for cleanup costs incurred between grant rounds?
16. Can previously funded projects get additional TBRA funding if they encounter additional cleanup costs?
17. Is the funding targeted for Minneapolis and Saint Paul?
18. How can I learn more about brownfield cleanup funding opportunities?
19. Is a local funding match required?
20. If a TBRA application is funded, what are the obligations that accompany the grant?
1. What is the TBRA?
The Tax Base Revitalization Account (TBRA) is one of three competitive grant programs provided by the Metropolitan
Council’s Livable Communities program. TBRA provides funds to investigate and clean up polluted land, ground water or
hazardous materials in existing buildings (i.e., brownfields) for redevelopment. The redevelopment projects must enhance
the tax base of a municipality and result in job retention or job growth and/or the production of affordable housing.
2. How and when are TBRA funds available?
TBRA funds are raised by a legislatively authorized levy capped at $5 million annually.
Applications for investigation or cleanup of contamination associated with a redevelopment project are accepted twice
annually on the first regular business day on or after May 1 and November 1. Advance preparation is a key to a successful
application. For example, it can take 60-75 days to compile all of the environmental information and approvals necessary
to complete a contamination cleanup grant application. Some cities require up to 6 weeks advance notice to issue a
required city resolution of support for a grant application.
The TBRA is coordinated with complementary programs at the Minnesota Pollution Control Agency (MPCA), the
Minnesota Department of Employment and Economic Development (DEED), Hennepin County and Ramsey County.
3. Who is eligible to apply for TBRA grants?
Eligible applicants are
Statutory or home rule charter cities or towns, or
Metropolitan counties, or
Local development authorities (e.g., Housing and Redevelopment Authority, Economic Development Authority or
Port Authority)
Redevelopment sites must be located in communities that are participating in the Metropolitan Livable Communities
Housing Incentives Program.
Private-entities must find an eligible public sponsor to apply for a TBRA grant.
4. What types of redevelopment projects are eligible for TBRA grants?
TBRA grants may be used for affordable and market rate residential, commercial or industrial redevelopment projects.
Sites may be privately or publicly-owned at the time of application. Typically, applications involve a collaboration between
one of the eligible applicants listed above and a private developer or landowner to complete a redevelopment.
Metropolitan Council - metrocouncil.org
5. What criteria are used to determine which applications are selected to receiveTBRA funding?
TBRA offers two types of grants:
contamination site investigation, and
contamination cleanup.
Contamination site investigation
Applications for contamination site investigation funding will be evaluated according to the extent to which they address
the following criteria as compared with other competing proposals in a grant cycle:
Lead to the cleanup of the most contaminated sites and improve the environment within the 7-county
metropolitan region
Redevelopment sites to be investigated for contaminants located in the soil or ground water; or asbestos or lead-
based paint in buildings are likely to be the most contaminated sites among competing proposals. The sites will be
cleaned up to a standard that provides the greatest improvement to the environment and greatest reduction in the
human health risks. Cleanup plans include the use of greener remediation techniques.
Support compact and efficient development
The future development following investigation (and cleanup, if necessary) support the Council’s long-range plan
Thrive MSP 2040 by
encouraging redevelopment or reducing vacant infill land and/or vacant buildings
increasing the density of development when compared to the current use
locating close to transit,
promoting equitable prosperity by catalyzing private investment in Areas of Concentrated Poverty
to make the best use of public and private investment.
Are poised for redevelopment
The project schedule and other supporting documentation indicates that the project is
ready to proceed with an investigation, is preparing to conduct a cleanup (if needed) and has anticipated market
demand for redevelopment once the environmental issues have been addressed.
Additional factors
Additional factors considered include how a redevelopment project will improve the tax base, support job growth
or add affordable housing and leverage other funding. Specifically, we are looking for proposals that will
improve the city’s tax base quickly
support a high potential for increasing or retaining jobs or adding affordable housing, and
leverage other funding to help address environmental issues.
Contamination cleanup
Applications for contamination cleanup funding will be evaluated according to the extent to which they address the
following criteria as compared with other competing proposals in a grant cycle:
Clean up the most contaminated sites and improve the environment within the 7-county metropolitan region
Redevelopment sites with soil or ground water contaminants or asbestos or lead-based paint in buildings are likely
to be the most contaminated sites among competing proposals. Sites will be cleaned up to a standard that
provides the greatest improvement to the environment and greatest reduction in the human health risks. The
Minnesota Pollution Control Agency helps evaluate the cleanup plans submitted with each funding request based
on the environmental threats and health risks found at each project site.
Increase the local tax base of communities
Redeveloping a site will provide the greatest increase in the tax base of the city or township in which the project is
located as measured by the net tax capacity of each parcel that makes up the redevelopment site. The evaluation
is based on the projected amount of tax base increase relative to the amount of TBRA funding requested.
Add and/or preserve living wage jobs or produce affordable housing
Once cleaned up and redeveloped, project sites will add or preserve living wage jobs or add new affordable
housing units within the seven-county region. Key considerations for jobs are the number of new jobs and/or
retained jobs, the number of living wage jobs and the number of jobs in areas of concentrated poverty. Key
considerations for affordable housing are the number of new ownership units or rental units affordable to
households earning 80% of the area median income (AMI) or lower.
Proposed redevelopments support the policies identified in the Metropolitan Council’s development guide (Thrive
MSP 2040)
Redevelopment projects are expected to be designed and implemented in a way that directly support the Council’s
development goals, existing regional investments and regional system’s plans. Key considerations are new
construction or reuse of existing buildings that
show an increase in current job or residential densities currently on site,
expand range of housing choices based on building types and housing services (e.g., senior assisted-living)
in comparison to existing housing in the neighborhood or city,
are designed to optimize the use of existing transit services,
use existing sanitary sewer services efficiently,
improve surface water quality by using best management practices for storm water,
conserve and enhance vital natural resources such as sources of drinking water supply and identified habitat
conservation areas,
are designed to encourage use of existing parks or walking trails.
promotes equitable prosperity by catalyzing private investment in Areas of Concentrated Poverty
Are poised for redevelopment
The project schedule and other supporting documentation indicates that the project is
ready to proceed with the needed contamination cleanup,
has identified a committed developer for the project,
has demonstrated a financial commitment for redevelopment,
have obtained site design approvals or needed zoning changes, and
has identified likely end users for the site once the environmental issues have been addressed.
Additional Factors
Additional factors considered include sustainable building practices, partnerships and the overall community
support for affordable housing. Specifically, we are looking for proposals where
Development partnerships formed present innovative public and private relationships for cleaning up
brownfields.
Redevelopment sites are located in cities and townships that have demonstrated success in adding and
maintaining affordable housing in the region.
All applications received must score a minimum of 50% of the total points available to be eligible for an award. For
all applications, we consider the likelihood of an investigation or cleanup being completed without the need for a
TBRA grant based on other public and private funding sources available. Contaminated sites with identified parties
responsible for the contamination that are capable of carrying out the required remediation are not eligible to apply.
for a grant.
6. What is the minimum and maximum TBRA amount of funding that can berequested?
There is no single minimum grant request amount. However, it is expected that the total eligible cleanup costs are equal to
one percent (1%) or less than the total project costs. It is expected that modest cleanup costs can be reasonably
absorbed in the overall project costs without Council assistance. (Please note the total eligible cleanup costs may be
higher than the amount of TBRA funding an applicant requests.)
Although there is no maximum request amount, the maximum grant award allowed to a single city is 50% of the total
funding amount available during a single funding cycle. If multiple projects are awarded within a single city, the maximum
award is the sum total of all the awarded amounts.
However, applications will be determined ineligible for funding if:
an analysis of the proposal determines the funding is unnecessary for the project to proceed;
a responsible party has been identified and is likely financially capable of carrying out the remediation or cleanup in
the foreseeable future;
upon review, the application does not score at least 50% (75 points) of the total points available to be awarded
(150 points)
project has an application under review for cleanup of contamination through the Livable Communities Transit-
Oriented Development program with an overlapping review period
Applications may be determined ineligible for funding if:
adequate clean-up funding is available from other public and private sources;
the project requires extensive new (regional) infrastructure beyond that which is already planned
the proposal is not consistent with the redevelopment component of the municipality's comprehensive plan (Minn.
Stat. section 473.859, Subd. 5).
7. What investigation costs are eligible for TBRA grants?
In order to assist projects in different phases of the development cycle, TBRA applicants have two options for requesting
funding for environmental site investigations:
apply for a contamination site investigation grant, or
apply for reimbursement of recently incurred environmental site investigation costs as part of a contamination
cleanup grant application
The key difference is the when the costs have been or will be incurred.
Contamination Investigation grants are intended for applicants that have a redevelopment site with suspected or
perceived contamination and are seeking public funding to determine the scope and severity of the contamination and to
develop a cleanup plan. Funding requests must be for investigations costs yet to be incurred.
Contamination Cleanup grants are intended for projects that have recently completed their cleanup site investigation
(within 180 days of applying for a cleanup grant) and are seeking public funding to assist with the cost of implementing a
cleanup plan for eligible activities and begin redevelopment on a specific project. Funding requests are for investigation
costs already incurred.
For both types of grants – Contamination Site Investigation and Contamination Cleanup – requests for funds to be used
for investigation purposes are eligible for costs associated with
Phase I environmental site investigations,
Phase II environmental site investigations,
preparation of a remedial action work plan,
preparation of Response Action Plans (RAPs) developed in conjunction with the MPCA for hazardous waste or
Development Response Action Plans (DRAPs) developed in conjunction with the PCA for petroleum,
hazardous materials surveys,
preparation of abatement plans and specifications that meet AHERA (Asbestos Hazard Emergency Response Act)
and Minnesota Department of Health (MDH) standards for asbestos, and/or
preparation of lead-based paint abatement plans that meet MDH standards and the Toxic Substances Control Act
(TSCA).
8. What specific cleanup costs related to soil and ground water contamination
are eligible for TBRA funds?
TBRA funding can help pay for much of the cost difference between building on a contaminated site and building on a
clean site. Grants may be used to pay for soil and ground water contamination cleanup activities that are required as part
of a Response Action Plan approved by the Minnesota Pollution Control Agency.
Some typical eligible soil remediation activities include excavation, transportation, disposal fees for removal of
contaminated soil, back fill and grading of clean soil. The costs for replacing contaminated fill with clean fill are eligible to
the extent that the soil replacement is related to removing contamination. In order to minimize the amount of funds
needed to replace contaminated soils, applicants are encouraged to design and implement projects in a way that
minimizes the amount of backfill needed to replace the contaminated soils (e.g. underground parking, basements). Any
underground use must be consistent with the approved RAP. In-situ remediation costs are also eligible.
Some typical eligible ground water costs include pumping and treating of contaminated water; and installation of ground
water monitoring wells. Actions documenting environmental monitoring systems or the successful implementation of a
RAP, such as technical writing are also eligible for reimbursement.
Eligible cleanup activities must be incurred after grant funding has been awarded. Grant funds are paid on a
reimbursement basis. Grant funds for cleanup costs incurred prior to the award date apply only to cleanups that have
previously been awarded grant funds for the same redevelopment project and must meet the conditions outlined in
question number 15 below. Projects that have received TBRA funds and requested a RAP amendment and received
approval from the MPCA must submit the updated documents to the TBRA coordinator prior to submission of the
corresponding payment request for soil or groundwater remediation.
Only soil remediation costs directly related to contaminated soil and ground water are eligible for TBRA grant funds.
Examples of ineligible soil remediation costs:
Excess contaminated soil that does not exceed the appropriate cleanup standards (Tier I Residential or Tier II
Industrial) but does not meet the standard for “clean fill” is eligible for reimbursement of disposal costs only. (The
standard costs for excavating, loading and transporting of mildly contaminated soil are not eligible.)
The costs related to improving the geotechnical qualities of the soil for building purposes are not eligible.
The cost of removing clean fill or excess clean soil is also not eligible.
9. Can TBRA grant funds be used to clean up petroleum-based contamination?
Costs for remediation of contamination related to above and below ground petroleum storage tanks and other petroleum
based contamination are eligible for consideration only after all available Petrofund sources have been utilized. The
Petrofund is administered by the Minnesota Department of Commerce.
TBRA grant funds may be used to reimburse cleanup project costs associated with petroleum-impacted soil and ground
water that are required as part of a Development Response Action Plan approved by the Minnesota Pollution Control
Agency. Grant funds are paid on a reimbursement basis.
10. Are the disposal costs of other hazardous wastes, non-hazardous wastesand debris eligible for TBRA funding?
Remediation funds for abatement of asbestos or lead-based paint during renovations for adaptive reuse or pre-demolition
of an existing building are eligible. Costs for abating other types of hazardous contamination found in buildings such as
mercury in thermostats, oils in door closers, and other contamination related to HVAC systems are not eligible for
reimbursement. Non-hazardous wastes such as household waste and solid waste including construction debris and old
tires are not eligible for TBRA grant funding.
11. If a redevelopment project includes a housing component, is a portion ofthat housing required to be affordable?
No, there is no minimum number of affordable residential units required to apply for a TBRA grant. However, adding new
ownership or rental units affordable to households earning 80% of the area median income (AMI) or lower is one of the
primary criteria used in evaluating TBRA applications. Redevelopment projects that include housing are evaluated on the
amount of affordable housing units to be provided relative to the amount of TBRA funding requested for the project. A
minimum of 20% of the total housing units proposed must be affordable for a project to be considered for affordable
housing points. In addition, the affordable housing must meet the Metropolitan Council's policy on affordability limits.
All proposed redevelopments that include housing - market rate or affordable - must have an affirmative fair housing
marketing plan in place before offering the units for rent of for sale.
12. Is funding for site acquisition eligible?
Site acquisition costs are generally not eligible unless they are a part of the 13% match to a DEED funded project and
authorized by the Metropolitan Council.
13. Is funding for building demolition eligible?
Building demolition costs are eligible when the removal of a structure is necessary to gain access to remediate soil and
ground water contamination and is identified in a MPCA approved Response Action Plan (RAP). Demolition costs
requested must be proportionate to the footprint of the soil contamination removed. Limited pre-demolition costs related
to the abatement of asbestos or lead-based paint are eligible. All other interior demolition costs are not eligible.
14. Can a project be funded if eminent domain was used for acquisition?
No applicant for a TBRA grant (or other LCA fund) is eligible for grant funds if the project for which funding is requested
used eminent domain power to acquire the property unless eminent domain was used for a “public use or public
purpose.” The term “public use or public purpose” as it pertains to this policy includes
mitigation of a blighted area
remediation of an environmentally contaminated area
reduction of abandoned property, or
removal of a public nuisance
as the terms above (italicized) are defined in Minnesota statute. (For definitions see Minnesota Statutes Chapter 117.025.)
15. Can funds be requested for cleanup costs incurred between grant rounds?
The cost of cleanup activities that occurred prior to a grant award are not eligible for reimbursement unless the applicant
has previously been awarded cleanup funding for the same redevelopment project in a prior funding cycle and the costs
are expressly authorized by the Council. (For information on investigation activities, see question 7 above.)
In order for contamination cleanup activities incurred prior to the TBRA funding award date to be considered eligible for
funding, applicants must meet the following four conditions:
The cleanup work for which funding is being requested must have been done no earlier than 180 days before the
TBRA application deadline (1st business day on or after November 1st or May 1st).
For soil and ground water remediation work, the MPCA must approve a RAP for the project prior to commencing
work; for asbestos abatement, a Minnesota Department of Health (MDH) licensed inspector/contractor must
complete an asbestos evaluation and plan according to Asbestos Hazard Emergency Response Act (AHERA)
standards; for lead-based paint abatement an MDH licensed inspector/contractor must complete a lead-based
paint evaluation according to MDH standards and the Toxic Substances Control Act (TSCA).
The applicant must contact the Metropolitan Council TBRA staff prior to commencing any cleanup work. A site visit
with the applicant and TBRA staff is recommend so there is clear understanding of the project and the proposed
remediation.
Before starting the cleanup work, the applicant must provide a letter to Council TBRA staff explaining why the
cleanup work needs to start prior to the TBRA application deadline and states:
The applicant is going to start project cleanup work before the next TBRA application deadline; and the
applicant has the appropriate approvals (see second bullet above on soil and ground water remediation
projects).
The applicant understands that while this notification process makes the work done after the Council
receives the letter eligible for consideration in the next TBRA grant round, it DOES NOT commit the Council
to funding the project.
16. Can previously funded projects get additional TBRA funding if they encounter
additional cleanup costs?
Applicants that have already been awarded TBRA grant funds are eligible to apply for additional funds for a project if
during the clean up
significantly larger quantities of contamination are encountered than estimated in the environmental investigation
documents and/or RAP submitted with the prior grant application; or
significant amounts of contamination not identified in the prior environmental investigation(s) are encountered.
Applicants requesting supplemental funding for soil remediation must provide an amended RAP or provide documentation
that the MPCA has approved the changes for which additional funding is being requested. Applicants requesting
supplemental funding for asbestos and/or lead-based paint abatement must provide documentation that a licensed
inspector/contractor has been involved in assessing the additional abatement needed and that the additional cleanup
work (if any) was done according to Asbestos Hazard Emergency Responses Act (AHERA), MDH standards for asbestos
and the Toxic Substances Control Act (TSCA) for lead-based paint.
Additional contamination cleanup activities incurred prior to the TBRA funding award date for the grant cycle in which
funding was requested must meet the conditions described in question 15 to be eligible for reimbursement.
17. Is the funding targeted for Minneapolis and Saint Paul?
No, the funding is available to any city or township participating in the Livable Communities program. See a list of
participating communities. In addition, the TBRA program reserves at least one-quarter of the funding available for
projects outside the two core cities and restricts any one municipality from receiving more than half the funding in any
funding round when more funding is requested than is made available.
18. How can I learn more about brownfield cleanup funding opportunities?
Workshops are held prior to every spring and fall grant cycle to provide information on brownfield cleanup funding
programs and opportunities available in Minnesota. The workshops are co-hosted by the Council and the Minnesota
Department of Employment and Economic Development. For details about future workshops, contact the TBRA grant
coordinator or check the Council's Meetings & Events.
19. Is a local funding match required?
A 25% local funding match is required for TBRA contamination site investigation grants. No funding match is required for
TBRA contamination cleanup grants. However, the contamination cleanup application evaluation encourages projects to
involve multiple financial partners including the private sector, various units of government and the non-profit sector.
TBRA funds may be used as part of the match required for a grant to the Contamination Cleanup Grant Program at
Minnesota Department of Employment and Economic Development (DEED).
Note: for applicants requesting funding from TBRA and DEED, DEED does require a local match. TBRA funds may be
requested to provide up to 13% of the project cleanup costs as part of the 25% local match for cleanup costs required by
the Contamination Cleanup Grant Program at DEED. Applicants may request more than 13% of the cleanup costs from
TBRA in unmatched funds. However, DEED’s program requires that 12% of the total cleanup costs requested from DEED
be from local funds.
20. If a TBRA application is funded, what are the obligations that accompany thegrant?
Recipients of a TBRA grant are expected to draw funds within the first year of funding and must complete the cleanup and
begin construction of the redevelopment before the end of the grant term. Like other Livable Communities Act grant
programs, grant funds are a reimbursement for work completed. In addition, status reports are required within the grant
term and annual progress reports are required for up to four years after the end of the grant term this includes information
on jobs, net tax capacity, property taxes and other development outcomes.
Applicants that are unable to start construction within the grant term will have an opportunity to request a grant extension.
For more information on extensions, contact Josiah Waderich, 651.602.1297 or Paul Burns, 651.602.1106