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cp08-09-22HUTCHINSON CITY COUNCIL
MEETING AGENDA
TUESDAY, AUGUST 9, 2022
CITY CENTER — COUNCIL CHAMBERS
('The City Council is provided background information for agenda items in advance by city staff, committees and boards.
Many decisions regarding agenda items are based upon this information as well as: City policy and practices, input
from constituents, and other questions or information that has notyet been presented or discussed regarding an agenda
item)
1. CALL MEETING TO ORDER— 4:00 P.M.
(a) Approve the Council agenda and any agenda additions and/or corrections
2_ INVOCATION — Faith Lutheran Church
(The invocation is a voluntary expression of the private citizen, to and for the City Council, and is not intended to
affiliate the City Council with, or express the City Council'spreference or, any religious/spiritual organization. The
views or beliefs expressed by the invocation speaker have not been previously reviewed or approved by the Council
or staff)
3. PLEDGE OF ALLEGIANCE
4. RECOGNITION OF GIFTS, DONATIONS AND COMMUNITY SERVICE TO THE CITY
(a) Resolution No. 15479 - Resolution Accepting $200.00 Donation to Hutchinson Police
Department from Rich Westlund
PUBLIC COMMENTS
(This is an opportunity or members of the public to address the City Council. If the topic you would like to discuss is on
the agenda, please ask the Mayor if he will be accepting public comments during the agenda item if not a public hearing.
Ifyou have a question, concern or comment, please ask to be recognized by the mayor —state your name and addressfor
the record. Please keep comments under 5 minutes. Individuals wishing to speakfor more than five minutes should ask
to be included on the agenda in advance of the meeting. All comments are appreciated, butplease refrain from personal
or derogatory attacks on individuals)
5. CITIZENS ADDRESSING THE CITY COUNCIL
6. APPROVAL OF MINUTES
(a) Regular Meeting of July 26, 2022
CONSENT AGENDA
(The items listedjor consideration will be enacted by one motion unless the Mayor, a member of the City Council or
a city staff member requests an item to be removed. Traditionally items are not discussed)
7. APPROVAL OF CONSENT AGENDA
(a) Consideration for Approval of Issuing Short -Term Gambling License to McLeod County
Pheasants Forever at Bobbing Bobber Brewery on September 14, 2022
(b) Consideration for Approval of Resolution No. 15478 — Resolution to Sell Surplus
Property (Information Technology Items)
(c) Consideration for Approval of Resolution No. 15481 - Amendment to the City of
Hutchinson Flexible Benefit Plan
(d) Consideration for Approval of Easement Rights Acquisition at 45 North High Drive NW
(e) Claims, Appropriations and Contract Payments
CITY COUNCIL AGENDA —August 9, 2022
PUBLIC HEARINGS — NONE
COMMUNICATIONS. REOUESTS AND PETITIONS
purpose o this portion o the agenda is to provide the Councilwith information necessary to craft wise policy.
ides items like monthly or annual reports and communications from other entities.)
8. REVIEW OF INTERSECTION CONTROL EVALUATION REPORT — DALE STREET &
SOUTH GRADE ROAD
9. REVIEW OF NORTHEAST AREA INFRASTRUCTURE STUDY
UNFINISHED BUSINESS
NEW BUSINESS
10. CONSIDERATION FOR APPROVAL OF RESOLUTION NO. 15480 — RESOLUTION
PROVIDING FOR THE ISSUANCE AND SALE OF GENERAL OBLIGATION BONDS,
SERIES 2022A, IN THE PROPOSED AGGREGATE PRINCIPAL AMOUNT OF
$6,150,000
11. CONSIDERATION FOR APPROVE OF SETTING BUDGET WORKSHOPS FOR
AUGUST 23, 2022, AND SESPTEMBER 13, 2022, AT 4:00 P.M.
GOVERNANCE
(T epurpose o t is portion of the agenda is to deal with organizational development issues, including policies,
performances, and other matters that manage the logistics of the organization. May include monitoring reports,
policy development and governance process items.)
12. MINUTES/REPORTS FROM COMMITTEES, BOARDS OR COMMISSIONS
(a) EDA Board Minutes from June 22, 2022
(b) Tall Grass/Noxious Weed Monthly Report for June/July 2022
MISCELLANEOUS
13. STAFF UPDATES
14. COUNCIL/MAYOR UPDATE
ADJOURNMENT
2
Resolution No. 15479
RESOLUTION ACCEPTING DONATION
WHEREAS, The City of Hutchinson is generally authorized to accept donations of
real and personal property pursuant to Minnesota Statutes Section 465.03 for the benefit of
its citizens and is specifically authorized to accept gifts and bequests for the benefit of the
community pursuant to Minnesota Statutes Section 471.17; and,
WHEREAS, the individuals have offered to contribute the cash amount set forth
below to the City of Hutchinson:
Name of Donor
Rich Westlund
Amount
$200.00
WHEREAS, the donation has been made "unrestricted" for use in the City's Police
Department; and
WHEREAS, The City Council hereby finds that it is appropriate to accept the
donation offered and assign use to the Police Department,
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF HUTCHINSON, MINNESOTA:
THAT, the donation described above is hereby accepted by the City of Hutchinson
with the conditions as laid out in the resolution.
Adopted by the City Council this 9t' day of August, 2022.
Gary T. Forcier, Mayor
Matthew Jaunich, City Administrator
HUTCHINSON CITY COUNCIL
MEETING MINUTES
TUESDAY, JULY 26, 2022
CITY CENTER — COUNCIL CHAMBERS
(The City Council is provided background information for agenda items in advance by city staff, committees and boards.
Many decisions regarding agenda items are based upon this information as well as: Citypolicy andpractices, input
from constituents, and other questions or information that has notyet been presented or discussed regarding an agenda
item)
1. CALL MEETING TO ORDER — 5:30 P.M.
Mayor Gary Forcier called the meeting to order. Members present were Mary Christensen, Chad
Czmowski, Pat May and Dave Sebesta. Others present were Matt Jaunich, City Administrator,
Marc Sebora, City Attorney, and Kent Exner, City Engineer.
(a) Approve the Council agenda and any agenda additions and/or corrections
Motion by Christensen, second by Sebesta, to approve the agenda as presented. Motion
carried unanimously.
2. INVOCATION — Hutchinson Evangelical Free Church
('The invocation is a voluntary expression of the private citizen, to and for the City Council, and is not intended to
affiliate the City Council with, or express the City Council'spreference or, any religious/spiritual organization. The
views or beliefs expressed by the invocation speaker have not been previously reviewed or approved by the Council
or staff)
3. PLEDGE OF ALLEGIANCE
4. RECOGNITION OF GIFTS, DONATIONS AND COMMUNITY SERVICE TO THE CITY
(a) Resolution No. 15475 - Resolution Accepting Donations from Mary Laatsch Sara
Ms. Laatsch Sara donated to the City items such as an 1860-1870 blanket and a tea set,
along with other historical items.
Motion by Christensen, second by May, to approve Resolution No. 15475. Motion
carried unanimously.
PUBLIC COMMENTS
(Th is is an opportunity or members of the public to address the City Council. If the topic you would like to discuss is on
the agenda, please ask the Mayor if he will be accepting public comments during the agenda item if not a public hearing.
Ifyou have a question, concern or comment, please ask to be recognized by the mayor —state your name and addressfor
the record. Please keep comments under 5 minutes. Individuals wishing to speakfor more than five minutes should ask
to be included on the agenda in advance of the meeting. All comments are appreciated, butplease refrain from personal
or derogatory attacks on individuals)
5. CITIZENS ADDRESSING THE CITY COUNCIL
Dawn Gillman, endorsed candidate for US House of Representative Seat 17A for McLeod
County, introduced herself to the Council.
6. APPROVAL OF MINUTES
(a) Council Workshop of July 12, 2022
(b) Regular Meeting of July 12, 2022
Motion by May, second by Sebesta, to approve the minutes as presented. Motion carried
CITY COUNCIL MINUTES — July 26, 2022
unanimously.
CONSENT AGENDA
(The items listedJor consideration will be enacted by one motion unless the Mayor, a member of the City Council or
a city staff member requests an item to be removed. Traditionally items are not discussed)
7. APPROVAL OF CONSENT AGENDA I
(a) Consideration for Approval of Riverside Church Event on July 29, 2022, in Library
Square/1" Avenue SE
(b) Consideration for Approval of Reaffirmation of City of Hutchinson Data Practices
Policies
(c) Consideration for Approval of Improvement Project Change Order No. 2 — Letting No. 6,
Project No. 21-06 (Water/Wastewater SCADA System Improvements)
(d) Consideration for Approval of Improvement Project Change Order No. 4 & 5 — Letting
No. 1, Project No. 22-01 (2022 Pavement Management Program)
(e) Consideration for Approval of Resolution No. 15474 — Resolution Adopting Findings of
Fact and Reasons for Approval of a Conditional Use Permit for an Addition to an
Existing Building in an I/C Zoning District Located at 110 4t' Avenue NE With
Favorable Planning Commission Recommendation
(f) Claims, Appropriations and Contract Payments — Register A
Motion by Czmowski, second by Christensen, to approve Consent Agenda L Motion
carried unanimously.
8. APPROVAL OF CONSENT AGENDA II
(a) Claims, Appropriations and Contract Payments — Register B
Motion by Czmowski, second by May, with Forcier abstaining, to approve Consent
Agenda IL Motion carried unanimously.
PUBLIC HEARINGS — 6:00 P.M. - NONE
MMUNICATIONS RE UESTS AND PETITIONS
purpose o this portion o a the agenda,
is to provide the Council with information necessary to craft wise policy.
rdes items like monthly or annual reports and communications from other entities.)
9. DISCUSSION ON POLICE FACILITY PROJECT FUNDING, DEBT LEVELS AND
RESERVES
Andy Reid, Finance Director, presented before the Council. Mr. Reid explained that staff is
in the process of structuring the 2022 bond issuance to provide sufficient funds to complete
2
CITY COUNCIL MINUTES - July 26, 2022
the police facility project. The new debt will increase the City's debt tax levy which is
assessed and paid by property owners over a 30-year debt term starting in 2022 through
2051. Staff and the Council need to discuss several considerations in order to structure the
debt in the most prudent manner to minimize the financial impact to the City and taxpayers.
These considerations include: 1. Increased policy facility project costs due to soil
corrections and other charge orders (estimated at an additional $575,000 from the December
2021 estimate — fund with higher debt or reserves?); 2. Rising interest rates on bonds issued
to finance the project (increase the cost of debt and ultimately the City's debt tax levy); 3.
Proceeds from the sale of the existing police station and EOC (reduce debt issued by
"borrowing" an estimated amount from city reserves and replenish the reserves when the
proceeds are received — this has the lowest debt level and debt tax levy, use proceeds when
received to reduce future debt levies, use proceeds for other projects by increasing debt); 4.
Other projects currently in progress or desired by the City Council in the near future (Civic
Arena roof project requires approximately $1.3 million of city reserves to complete, Council
has a desire for a splash pad); 5. City reserve funds available to offset current project costs or
finance future projects (review available reserves and discuss potential impacts to the City
and its bond rating); 6. The funding shortfall for heavy equipment and potential debt in the
near future (essential snow plow trucks and fire trucks are too expensive to fund with the
annual $350,000 budget); 7. Ultimate impact on the City's debt tax levy based on the City
Council's decisions regarding debt levels and the splash pad.
Mr. Reid reviewed the police facility construction project which has an estimated project cost
of $14,800,000. The funding sources for the project include net bond proceeds, $3 million
from community improvement funds and other cash reserves. Mr. Reid noted that the
existing police department and EOC cannot be sold until after the new facility is complete
and after the final debt is issued. An option is to use city reserves temporarily as a way to
use the sales proceeds to reduce the City's debt and ultimately reduce the debt tax levy. The
reserves would be replenished when the police department and EOC are sold. Mr. Reid
reviewed other items such as the facilities plan and projects scheduled through 2025, the City
reserves available, and the fleet plan.
Mr. Reid then reviewed three options to consider for the tax impact of the new police debt:
Option 1: December 2021 debt plan revised for higher police department cost and use
reserves to lower the debt until the existing police department and EOC are sold; Option 2:
Use police department and EOC sales proceeds to reduce tax levy over life of new debt (still
have higher cost of debt); Option 3: Issue additional $1.3 million of police debt to avoid
using City reserves (dedicate those reserves to other projects). Mr. Reid also provided three
different options with various debt levy increases ranging from 2.3%-9.0% and how they
impact the overall total levy percentage increase. All three options assume a general fund
levy increase of 4%. Option 1 has the least impact on tax levy; Option 2 has the least impact
on reserves; Option 3 is a combination of the two. The Council has concerns about using too
much from reserves for other projects, such as the splash pad project. Overall, the Council
wishes to keep the total levy increase as low as possible and not use too much of reserves.
More formal action will be taken on this item at a meeting in August.
UNFINISHED BUSINESS
10. APPROVE/DENY ORDINANCE NO. 22-830 — AN ORDINANCE AMENDING
CHAPTER 94 — CEMETERIES (SECOND READING AND ADOPTION)
No changes have been made to this ordinance since the first reading held at the last Council
meeting.
CITY COUNCIL MINUTES — July 26, 2022
Motion by Czmowski, second by May, to approve second reading and adoption of Ordinance
No. 22-830. Motion carried unanimously.
NEW BUSINESS
GOVERNANCE
(T e purpose o t is portion of the agenda is to deal with organizational development issues, including policies,
performances, and other matters that manage the logistics of the organization. May include monitoring reports,
policy development and governance process items.)
11. MINUTES/REPORTS FROM COMMITTEES, BOARDS OR COMMISSIONS
(a) Liquor Hutch Quarterly Report for January -June 2022
�b) City of Hutchinson Financial Report and Investment Report for June 2022
c) Public Arts Commission Minutes from June 8, 2022
�d) Hutchinson Housing & Redevelopment Authority Board Minutes from June 21, 2022
e) Planning Commission Minutes from June 21, 2022
MISCELLANEOUS
12. STAFF UPDATES
John Olson — John Olson, Public Works Manager, presented before the Council. Mr. Olson
mentioned that there are households using irrigation systems and some systems' heads are
pointed towards the street. When these dry up, areas under the curb on the street settle and
cause uneven pavement. He asked that homeowners with irrigation systems make sure the
heads are pointed in the yards and not towards the street. Mr. Olson also spoke about some
projects that his department is working on.
Lynn Neumann — Lynn Neumann, PRCE Director, presented before the Council. Ms. Neumann
provided an update on activities at the aquatic center, which is scheduled to close August 21St
with morning lap swimming staying open until August 26th. Ms. Neumann also noted that a
new playground was installed at Kiwanis Park (Rocket Hill).
Matt Jaunich — Mr. Jaunich reminded the Council that the August 9t' meeting will begin at 4:00
p.m. due to the primary election.
13. COUNCIL/MAYOR UPDATE
Chad Czmowski — Council Member Czmowski asked about political candidates speaking
during the Public Comments section. Mr. Jaunich noted that several candidates request to
be placed on the agenda as an agenda item but staff informs them they can introduce
themselves during Public Comments as no one can really be denied to present during that
time.
ADJOURNMENT
Motion by May, second by Christensen, to adjourn at 6:35 p.m. Motion carried
unanimously.
4
HUTCHINSON CITY COUNCIL City�fl
Request for Board Action 7AL Owl,7
Agenda Item: Short -Term Gambling License - McLeod County Pheasants Forever
Department: Administration
LICENSE SECTION
Meeting Date: 8/9/2022
Application Complete Yes
Contact: Matthew Jaunich
Agenda Item Type:
Presenter: Matthew Jaunich
Reviewed by Staff ✓❑
Consent Agenda
Time Requested (Minutes):
License Contingency N/A
Attachments: Yes
BACKGROUND/EXPLANATION OFAGENDA ITEM:
The McLeod County Pheasants Forever organization has submitted a short-term gambling license application into
administration for review and processing. The application is for an event the organization is holding on September 14,
2022, at Bobbing Bobber Brewery. The applicant has completed the appropriate application in full and all pertinent
information has been received.
BOARD ACTION REQUESTED:
Approve issuing a short-term gambling license to McLeod County Pheasants Forever on September 14, 2022.
Fiscal Impact: Funding Source:
FTE Impact: Budget Change: No
Included in current budget: No
PROJECT SECTION:
Total Project Cost:
Total City Cost: Funding Source:
Remaining Cost: $ 0.00 Funding Source:
cal°�
111 Hassan Street Southeast
Hutchinson, MN 55350
(320)587-5151 Fax: (320) 234-4240
City of Hutchinson
APPLICATION FOR GAMBLING DEVICES LICENSE
In provisions of the City of Hutchinson Ordinance Chapter 114
and Minnesota Statutes Chapter 349
All applications are to be received at least 30 days before event in order to be considered
Short Term Date(s)
Information
Name
ear —
Fee: $30.00
Phone Number
3t9� _S -S�- M 4)
Address where regular meeting are held C' State zip
Federal or State ID:
Day and time of meetings? a
Is this organization organized under the laws of the -<ate of Minnesota? ❑ yes ❑ no
How long has the organization been in existence? L�� How may members in the organization?_
What is the purpose of the organization? 1
In whose custody will organization re ords be kept?
ame Phone Number
l _L& `e- �(
Address Ci State zip
Authorized Officer of the Organization Information
e t es a �= S/*/- /,2Is-
True NamCer Phone Number
Residence Address City State zip
Date of Birth: / 30 / lfp*-f Place of Birth: t1-14o.e lyAl
Month/day/year City State
Have you ever been convicted of any crime other than a traffic
offense? ❑yes 19J-10
If yes, explain:
City of Hutchinson
Application for Gambling Devices License
Page 2 of 3
_.Liczr:..os�l�o4ma?inn-'.C�tmbl Ir._, i):vicos doc
under Minnesota Statute
True Name
scis- 404�" C"J-P_
Residence Address
L JS 7-Y &/�p'
Phone Number
City State
Date of Birth: I / V_ S_ / ! %l- Place of Birth:
Month/day/year
Have you ever been convicted of any crime other than a traffic offense?
If yes, explain:
How long have you been a member of the organization? >
&_ 4- 5:_�
City
❑ yes ko
ss3-Sc
�h
zip
Ns
State
Game Information
ocation #1
7 &- 4,
�i`-
-,Ara-me of location where gam l be played
Phone Number
Q!]My-ls
Address of location where game will be played City State Zip
be % 2� throughA_
Date(s) and/or day(s) gambling devices will used:
AM AM
Hours of the day gambling devices will be used: From �� (7� p"'� To `bU
Maximum number of player:
Will prizes be paid in money or merchandise? ❑ money fu merchandise
Will refreshments be served during the time the gambling devices will be used?
Y-Yes ❑ no
If yes, will a charge be made for such refreshments? 2 yes ❑ no
Game Information
Location #2
Name of location where game will be played
Phone Number
Address of location where game will be played City
State Zip
Date(s) and/or day(s) gambling devices will be used: through
AM
AM
Hours of the day gambling devices will be used: From pM
To P
Maximum number of player:
Will prizes be paid in money or merchandise? ❑ money ❑ merchandise
Will refreshments be served during the time the gambling devices will be used?
❑ yes ❑ no
If yes, will a charge be made for such refreshments? ❑ yes ❑ no
City of Hutchinson
Application for Gambling Devices License
Page 3 of 3
LOfficers of the
list additional names on
A /-ex
Name
Title
Z S cT ! -2"?5� 5f 5�
�
1"kt'
Re Bence Address
City
State
Zip
Title
Name
�1�lD G`Y S w
-t h�h5
Mnl
1535a
Residence Address
City
State
Zip
Title
MN
SS1
Name
15 i� Avc
f�P Vic
Residence Address
City
State
Zip
Officers or Other Persons Paid for Services Information
Name
Residence Address
Name
Residence Address
list additional names on separate sheet)
Title
City State Zip
Title
City State Zip
Name Title
Residence Address City State
Have you (Gambling Manager and Authorized Officer) read, and do you thoroughly understand the provisions of all
laws, ordinances, and regulations governing the operation and use of gambling devices (as outlined in City of
Hutchinson Ordinance 114.20 and Minnesota Statutes Chapter 349)?
Gambling Manager yes ❑ no Authorized Officer F yes Lino S 1
i Initial
I declare that the information I have provided on this application is truthful, and I authorize the City of Hutchinson
to investigate the information submitted. Also, I have received from the City of Hutchinson a copy of the City
Ordinance No. 114.20 relating to gambling and I will familiarize myself with the contents thereof.
IVr`r
.Signatur'e of authorized officer of organization
Internal Use
City Council ❑ approved ❑ denied Notes:
Zo7Z
Date
Date
c HUTCHINSON CITY COUNCIL
HUTCHINSON Request for Board Action
A CITY ON PURPOSE.
Consideration for approval of disposal of surplus property (Resolution #15478)
Agenda Item:
Department: Information Technology
LICENSE SECTION
Meeting Date: 8/9/2022
Application Complete N/A
Contact: Tom Kloss
Agenda Item Type:
Presenter: Tom Kloss
Reviewed by Staff ❑�
Consent Agenda
Time Requested (Minutes):
License Contingency N/A
Attachments: Yes
BACKGROUND/EXPLANATION OFAGENDA ITEM:
The Information Technology department has surplus property no longer needed for municipal
operations.
Staff is requesting approval to recycle the outdated equipment utilizing the services from PCs for
People. All items in this round of recycling will be accepted at no charge.
BOARD ACTION REQUESTED:
Consideration to approve/reject disposal of surplus property, Resolution # 15478
Fiscal Impact: $ 0.00 Funding Source:
FTE Impact: Budget Change: No
Included in current budget: No
PROJECT SECTION:
Total Project Cost: $ 0.00
Total City Cost: $ 0.00 Funding Source: N/A
Remaining Cost: $ 0.00 Funding Source: N/A
RESOLUTION NO. 15478
RESOLUTION TO SELL SURPLUS PROPERTY
WHEREAS, the City of Hutchinson has accumulated surplus property; and,
WHEREAS, the Hutchinson City Code provides, pursuant to Section 91.41, for public
sale of surplus property;
THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
HUTCHINSON THAT:
The Hutchinson City Council hereby approves the sale of surplus items identified on
Exhibit A to PCs for People
Approved by the City Council this 9t' day of August, 2022.
ATTEST:
Gary Forcier, Mayor Matt Jaunich, City Administrator
Item Type
Item Description
Product Number
Serial Number
PC
HP Desktop
C81\126AV
2UA52612HZ
PC
HP Desktop
L1G76AV
2UA631309V
PC
HP Desktop
L1G76AV
2UA6502FVH
UPS
Powerware UPS
05146560-5591
UY405A0861
PC
Panasonic Toughbook
CF-3110451K M
6LKSA97639
PC
HP Laptop
L4A24UT
5CG5480NlD
PC
HP Desktop
RT991UT
2UA7340V8Y
Monitor
HP Monitor 17"
P9625A
CNP420Q43F
Monitor
HP Monitor 22"
LA2205wg
3CQ204BD2T
Monitor
HP Monitor
NL773A
CN41360TPQ
Monitor
Dell Monitor 19"
Uknown
CNOCC2996418066M1QHL
Monitor
Dell Monitor 19"
Uknown
CNOCC2996418066M1Q4L
Monitor
HP Monitor 17"
PL766A
CNC707PVQL
Monitor
Westinghouse
LCM-19w4
W1904CMC064700167
Monitor
Planar 15"
PL1500M
PL351TD101578
Audio Equip
PA Head Unit
N/A
73252590
Audio Equip
Tascam
112MKii
20338933
PC
HP Desktop
C81\126AV
2UA41928SM
PC
HP Desktop
C81\126AV
2UA4210SH7
SSD
SanDisk SSD
769999-001
154495404055
Monitor
HP Monitor 22"
NM274A
3CQ204BD2X
Monitor
HP Monitor 22"
NM274A
3CQ204BD2V
Monitor
HP Monitor
FOW81A
CN45220MCD
Monitor
HP Monitor
NL773A
CN41360TPD
PC
HP Laptop
D9S34AV
5CG4504WMD
PC
Dell Desktop
OptiPlex
BJY51T2
PC
HP Desktop
XL510AV
2UA14221QX
PC
Dell Desktop
OptiPlex
FXROBZ2
TV
Sony LCD
KDL-32S3000
4190242
PC
HP Desktop
L1G76AV
2UA6182M7H
PC
HP Desktop
L1G76AV
2UA6341P7R
PC
HP Desktop
L1G76AV
2UA6341P83
PC
HP Desktop
C81\126AV
2UA5481X96
PC
HP Desktop
C81\126AV
2UA6050ZFR
PC
HP Desktop
L1G76AV
2UA6341P84
PC
HP Desktop
L1G76AV
2UA6341P87
PC
HP Laptop
L3D24AV
5CG6350T01
Dock
HP Dock
D9Y32UT
5CG520YlSK
PC
HP Desktop
C81\126AV
2UA41928SK
PC
HP Desktop
C81\126AV
2UA5481X95
PC
HP Desktop
C81\126AV
2UA5481X9G
PC
HP Desktop
L1G76AV
2UA6341P7Q
PC
HP Laptop
L1W21AV
2UA71028MQ
PC
JHP Laptop
junknown
BCALR103CUFBAOEBCB
PC
Isurface Pro 3
n/a
020896344853
PC
JHP Laptop
JZ3T02UT
8CG7286P2M
Card Reader
Verifone VX 805
VX805CTLS
327221947
Card Reader
Verifone VX 806
VX805CTLS
330633210
Card Reader
Verifone VX 806
VX805CTLS
327221944
PC
HP Desktop
Y3A16AV
8CG73651SF
PC
HP Desktop
L1G76AV
2UA6341P8M
PC
HP Desktop
L1G76AV
2UA6341P8N
PC
HP Desktop
ET090AV
2UA706OT2T
PC
HP Desktop
XL510AV
2UA14221QG
PC
HP Desktop
Y3A16AV
8CG73657YZ
PC
HP Desktop
Y3A16AV
8CG73657ZO
PC
HP Desktop
Y3A16AV
8CG7312F5H
Monitor
HP Compaq
XN375A
3CQ237ONG5
Monitor
HP
FL472A
CNK91717M3
Smartphone
iPhone
n/a
C7CY41K2HG6W
Smartphone
iPhone
n/a
DX3CF4MDHG6W
Smartphone
iPhone
n/a
DX3CG5QAHG6W
Smartphone
iPhone
n/a
DX3YKBBQHG6W
Smartphone
iPhone
n/a
DX4DQDC6PUM
Smartphone
iPhone
n/a
F2LWR18LHFM2
Smartphone
iPhone
n/a
F71CG81FHG6W
Smartphone
iPhone
n/a
F71CH5ZJHG6W
Smartphone
iPhone
n/a
F71Y27B9HG6W
Smartphone
iPhone
n/a
F71YX7AQHG6W
Smartphone
iPhone
n/a
F72ZN06RHG6W
Smartphone
iPhone
n/a
FCCY80JPHGOO
Smartphone
iPhone
n/a
FFMC9DAHJC6C
Smartphone
iPhone
n/a
FFMS36FYGRY7
Smartphone
iPhone
n/a
FFMSM413HFLR
Smartphone
iPhone
n/a
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1157228363053
c HUTCHINSON CITY COUNCIL
HUTCHINSON Request for Board Action
A CITY ON PURPOSE.
Resolution No. 15481 - Amendment to the City of Hutchinson Flexible Benefit Plan
Agenda Item:
Department: Administration
LICENSE SECTION
Meeting Date: 8/9/2022
Application Complete N/A
Contact: Matt Jaunich
Agenda Item Type:
Presenter: Matt Jaunich
Reviewed by Staff ❑�
Consent Agenda
Time Requested (Minutes): 0
License Contingency N/A
Attachments: Yes
BACKGROUND/EXPLANATION OFAGENDA ITEM:
Attached is Resolution No. 15481 along with the proposed amendment to the City of Hutchinson
Flexible Benefit Plan document. The amendment is relate to the one-time carry over of
Dependent Care FSA funds into 2021 and 2022 due to COVID-19.
This provision is not in effect in any future plan years.
BOARD ACTION REQUESTED:
Consideration and approval of Resolution No 15481 to approve the Amendment to the City of Hutchinson
Flexible Benefit Plan
Fiscal Impact: Funding Source:
FTE Impact: Budget Change: New Bu
Included in current budget: Yes
PROJECT SECTION:
Total Project Cost:
Total City Cost: Funding Source: N/A
Remaining Cost: $ 0.00 Funding Source: N/A
RESOLUTION NO. 15481
RESOLUTION TO AMEND THE CITY OF HUTCHINSON
FLEXIBLE BENEFIT PLAN DOCUMENT
WHEREAS, the City of Hutchinson offers its employees a flexible benefit program providing
for reimbursement of dependent care expenses per the plan entitled the City of Hutchinson
Flexible Benefit Plan; and
WHEREAS, the City of Hutchinson is able to allow the carryover of dependent care FSA funds
into plan years 2021 and 2022 per the following:
• Section 214 of the Consolidated Appropriations Act, 2021 (CAA) including Internal
Revenue Service (IRS) Notice 2021-15
• (American Rescue Plan Act of 2021 (ARPA) provisions relating to the Dependent Care
FSA maximum annual limits.
• The Joint Notice of the IRS and Department of Labor (DOL) published May 4, 2020,
entitled: "Extension of Certain Timeframes for Employee Benefit Plans, Participants, and
Beneficiaries Affected by the COVID-19 Outbreak" as clarified by DOL Disaster Relief
Notice 2021-01 _ (Joint Notice)
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Hutchinson
amends its current Plan entitled the City of Hutchinson Flexible Benefit Plan, by adopting the
following City of Hutchinson 2021/2022 Benefit Plan (Cafeteria Plan) Amendment.
Adopted by the Council this
ATTEST:
Matt Jaunich, City Administrator
Day of , 2022.
Gary Forcier, Mayor
CITY OF HUTCHINSON 2021/2022 Benefit Plan (Cafeteria Plan) Amendment
Notwithstanding any other provision of the CITY OF HUTCHINSON Benefit Plan ("the Plan")
to the contrary, CITY OF HUTCHINSON hereby amends the Plan as follows:
A. Adoption of Amendment.
This Amendment is adopted to implement provisions of -
(a) Section 214 of the Consolidated Appropriations Act, 2021 (CAA) including
Internal Revenue Service (IRS) Notice 2021-15
(b) American Rescue Plan Act of 2021 (ARPA) provisions relating to the Dependent
Care FSA maximum annual limits.
(c) The Joint Notice of the IRS and Department of Labor (DOL) published May 4,
2020, entitled: "Extension of Certain Timeframes for Employee Benefit Plans,
Participants, and Beneficiaries Affected by the COVID-19 Outbreak" as clarified
by DOL Disaster Relief Notice 2021-01. (Joint Notice)
2. This Amendment shall be construed to be consistent with the provisions of the CAA,
ARPA and other provisions of the Internal Revenue Code and the Employee Retirement
Income Security Act as applicable.
3. This Amendment supersedes normal operations of the Plan for the duration of the period
for which the Amendment applies and pursuant to Notice 2021-15 there is no
requirement to delete any existing inconsistent Plan provision. This Amendment will
only apply for the periods described below and will cease to be applicable at the end of
any period as specified in the Amendment.
4. Any reference to Section in this Amendment relates solely to the Amendment and not to
any chapter, article, or section of the Plan.
The Sections of the Amendment which are elective and whether the provision(s) are
adopted is addressed in the Company Elections section below. A Company is not
required to make any election and can generally make different elections for the
Dependent Care FSA and Medical FSA.
6. Defined terms in this Amendment shall have the same meaning as specified in the Plan
Document except that Expanded Carryover, Extended Grace Period, Post Termination
Expense Reimbursement shall have the meanings as contained in this Amendment. The
Dependent Care FSA is sometimes referred to as the DCAP in the Plan Document.
B. Company Elections and Plan Provisions
L Expanded Carryover: The Plan adopts the Expanded Carryover for the Plan Years
and with the conditions indicated below:
1. [ X ] For the Dependent Care FSA for:
a. [ X ] 2020 Plan Year carryover into 2021
i. [ X ] all funds remaining
ii. [ ] all funds remaining up to $
b. [ X ] 2021 Plan Year carryover into 2022
i. [ X ] all funds remaining
ii. [ ] all funds remaining up to $
Plan Provision: Expanded Carrvover (CAA Sections 214 (a) and (b)l: The
Company elects to apply the Expanded Carryover for the Dependent Care FSA for Plan
Years ending within 2020 and/or 2021. Except as otherwise limited or provided in the
election, the Expanded Carryover will allow a Participant in the Dependent Care FSA
to carry over unused amounts from the Plan Year beginning in 2020 to the Plan Year
beginning in 2021 and from the Plan Year beginning in 2021 to the Plan Year
beginning in 2022.
II. Extension of the Claims Submission Period for the Medical FSA
For the 2019 and 2020 Plan Years the Claims Submission Period (also known as the
runout period) for the Medical FSA shall each be extended one year. If as of the end of
the 2021 Plan Year the "Outbreak Period" as defined in the Joint Notice has not ended,
the Claims Submission Period for the 2021 Plan Year shall also be extended one year.
IN WITNESS WHEREOF, and as conclusive evidence of the adoption of the foregoing
Amendment, this Amendment has been executed this day of , 2022, to be
effective as of the dates indicated above by the undersigned authorized representative of the
Company.
Name of Plan: CITY OF HUTCHINSON BENEFIT PLAN
By: Gary Forcier, Mayor
Signature:
CITY OF HUTCHINSON Authorized Representative
By: Matt Jaunich, City Administrator
Signature:
CITY OF HUTCHINSON Authorized Representative
2
RA
HUTCHINSON CITY COUNCIL
HUTCHINSON Request for Board Action
A CITY ON PURPOSE.
Easement Right Acquisition at 45 North High Drive NW
Agenda Item:
Department: PW/Eng
LICENSE SECTION
Meeting Date: 8/9/2022
Application Complete N/A
Contact: Kent Exner/John Paulson
Agenda Item Type:
Presenter: Kent Exner/John Paulson
Reviewed by Staff Fvl
Consent Agenda
Time Requested (Minutes): 0
License Contingency N/A
Attachments: Yes
BACKGROUND/EXPLANATION OFAGENDA ITEM:
As determined during the project development and design of the Highway 15 Lift Station project
(L7/P22-07 2022 Lift Station Improvements), the acquisition of permanent public easement rights
are necessary to fully accommodate the access and construction of a controls cabinet and
associated underground utilities. Thus, City staff seeks the City Council's approval of
compensating the impacted property owner, Golden Oaks Properties LLC, in the amount of
$4303.00 for conveyance of the identified rights. The project requires both a 7454 square feet
access easement ($0.50 per square foot = $3,727) and a 384 square feet utility easement ($1.50
per square foot = $576). Both easements are perpetual in nature and will be recorded with the
property.
City staff will be available for any questions or comments.
BOARD ACTION REQUESTED:
Approve easement acquisition.
Fiscal Impact: $ 4,303.00 Funding Source: Wastewater Fund
FTE Impact: Budget Change: No
Included in current budget: No
PROJECT SECTION:
Total Project Cost:
Total City Cost: Funding Source: N/A
Remaining Cost: $ 0.00 Funding Source: N/A
PERMANENT ACCESS & UTILITY EASEMENT
This indenture made and entered into this day of , 2022, by and between Golden Oaks Properties LLC, hereinafter
"Grantor", and the City of Hutchinson, a Minnesota municipal corporation, hereinafter "Grantee".
Now therefore, for good and valuable consideration, which both parties acknowledge to be sufficient, Grantor hereby grants a
permanent access easement over, under and across that part of Lot 1, Block 1, BOYLE'S ADDITION, according to the recorded plat
thereof, McLeod County, Minnesota, described as follows:
Commencing at the northwest comer of said Lot 1; thence southerly, along the west line of said Lot 1 a distance of 50.00 feet to the
point of beginning of the easement to be described; thence continuing southerly, along said west line 20.00 feet; thence easterly,
deflecting to the left 90 degrees 00 minutes 00 seconds 162.00 feet; thence southerly, parallel with said west line of said Lot 1 a
distance of 130.00 feet; thence southeasterly, deflecting to the left 43 degrees 29 minutes 00 seconds 45.67 feet to the westerly right
of way line of State Highway No. 15; thence northeasterly, along said westerly right of way line 23.00 feet; thence northerly, parallel
with said west line of Lot 1 a distance of 27.00 feet, thence westerly, deflecting to the left 90 degrees 00 minutes 00 seconds 28.12
feet; thence northerly, parallel with said west line of Lot 1 a distance of 140.31 feet; thence westerly, deflecting to the left 90 degrees
00 minutes 00 seconds 182.00 feet to the point of beginning.
ACCESS EASEMENT AREA = 7454 Square Feet
Now therefore, for good and valuable consideration, which both parties acknowledge to be sufficient, Grantor hereby grants a
permanent easement for utility purposes over, under and across that part of Lot 1, Block 1, BOYLE'S ADDITION, according to the
recorded plat thereof, McLeod County, Minnesota, described as follows:
Commencing at the northwest comer of said Lot 1; thence southerly, along the west line of said Lot 1 a distance of 70.00 feet; thence
easterly, deflecting to the left 90 degrees 00 minutes 00 seconds 162.00 feet; thence southerly, parallel with said west line of said Lot
1 a distance of 130.00 feet; thence southeasterly, deflecting to the left 43 degrees 29 minutes 00 seconds 45.67 feet to the westerly
right of way line of State Highway No. 15; thence northeasterly, along said westerly right of way line 23.00 feet to the point of
beginning of the easement to be described; thence northerly, parallel with said west line of Lot 1 a distance of 27.00 feet; thence
easterly, deflecting to the right 90 degrees 00 minutes 00 seconds 28.47 feet to said westerly right of way line; thence southwesterly,
along said westerly right of way line 39.24 feet to the point of beginning.
UTILITY EASEMENT AREA = 384 Square Feet
These easements, see attached exhibit, shall be binding upon the successors, heirs and assignees of the parties in perpetuity.
The Grantee shall have at any time the right to enter upon the access easement to construct, operate and maintain all utility
improvements upon said permanent utility easement. The granting of this easement shall include the right to install utility
improvements deemed to be necessary by the Grantee. The Grantee shall only be responsible for the maintenance directly related to
the utility improvements. The Grantor shall have the right to utilize the easement area in a manner that does not adversely impact the
functioning, access to or capacity of any utility improvements. The Grantor is responsible for vegetation and pavement maintenance
of the easement area.
In witness whereof, said Grantor here unto have set their hands to this instrument on the day and year first above written.
Permanent Access & Utility Easement — County PI D 23.398.0010 — City PI D 30-117-29-14-0010
GRANTOR:
Golden Oaks Properties LLC
Printed Name: Craig Eggers
STATE OF MINNESOTA }
} ss
COUNTY OF }
The foregoing instrument was acknowledged before me this day of , 2022, by Craig Eggers, Owner of Golden Oaks
Properties LLC, Grantor.
SIGNATURE OF NOTARY
Notary Stamp:
This document was drafted by:
Kent Exner
Hutchinson City Engineer
111 Hassan St SE
Hutchinson MN 55350
(320) 234-4212
Permanent Access & Utility Easement — County PI D 23.398.0010 — City PI D 30-117-29-14-0010
EASEMENT EXHIBIT FOR THE CITY OF HUTCHINSON
9
1
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North line of La
Northeest cwmer of
BOYLE'S ADE
Lot 1, Block 1,
-
BOYLE's AUDITION—il
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_
20
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ACCESS EASEMENT
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20
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worth line of MCLEOD COUNTY S PNe
HIGHWAY RIGHT OF WAY PUT N0. 29 p
ste.
o
South
Ikw of Lot 1, Block 1
BOYLE'S ADDITION
$ NORTH HIGH DRIVE
(C.S.A.H. NO.12)_
South line of the SW 1/4 of Section 30, TA 17 N., R.29 W.
MCLEOD COUNTY HIGHWAY
i
RIGHT OF WAY PLAT NO. 29
ACCESS EASEMENT DESCRIPTION
An access easement over, under and across that part of Lot 1, Block 1, BOYLES ADDITION,
according to the recorded plat thereof, McLeod County. Minnesota, described as follows:
I
Commencing at the northwest comer of said Lot 1; thence southerly, along the west line of said
Lot 1 a distance of 50.00 feet to the point of beginning of the easement to be described; thence
continuing southerly, along said west line 20.00 feet; thence easterly, deflecting to the left 90
I
degrees 00 minutes 00 seconds 162.00 feet; thence southerly, parallel with said west line of said
i
Lot 1 a distance of 130.00 feet; thence southeasterly, deflecting to the left 43 degrees 29
I
minutes 00 seconds 45.67 feet to the westerly right of way line of State Highway No. 15; thence
i f
northeasterly, along said westerly right of way line 23,00 feet; thence northerly, parallel with said
west line of Lot 1 a distance of 27.D0 feet; thence westerly, deflecting to the left 90 degrees 00
/
minutes 00 seconds 28.12 feet; thence northerly, parallel with said west line of Lot 1 a distance
1
of 140.31 feet; thence westerly, deflecting to the left 90 degrees 00 minutes 00 seconds 182.00
`
J__I--JS-'"
feet to the point of beginning.
__---75 1.0
_
UTILITY EASEMENT
An easement for utility purposes over, under and across that part of Lot 1, Block 1, BOYLE'S
ADDITION, according to the recorded plat thereof, McLeod County. Minnesota, described as follows:
,Z T
I3 I
Commencing at the northwest corner of said Lot 1; thence southerly, along the west line of said
$
Lot 1 a distance of 70.00 feet; thence easterly, deflecting to the left 96 degrees 00 minutes 00
seconds 162.00 feet; thence southerly, parallel with said west line of sold Lot 1 o distance of
I�
eetthence southeasterly, deflecting to the left 43 degrees 29 minutes 00 seconds 45.67
130.00 fast?.
Q
feet to the westerly right of way line of State Highway No. 15; thence northeasterly, along said
1 T
westerly right of way line 23.00 feet to the point of beginning of the easement to be described;
=
thence northerly, parallel with said west line of Lot 1 a distance of 27.00 feet; thence easterly,
deflecting to the right 90 degrees 00 minutes 00 seconds 28.47 feet to said westerly right of way
_
E
line; thence southwesterly, along said westerly right of way line 39.24 feet to the point of
£
a z
beginning,
W I;
Y Iu
BENT
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-�J
EASEMENT AREAS
Access Easement = 7454 Square Feet
I / /
0 30 60 120
I/'/ sco/e is feet
Utility Easement = 384 Square Feet
CHECK REGISTER A FOR CITY OF HUTCHINSON
CHECK DATE FROM 7/26/22 - 8/9/22
Check Date
----------------
07/27/2022
Check
------------
104519
Vendor Name
------------------------------------------------------
CANVASWORKS INC
Description
----------------------------------------------------------------
RE -UPHOLSTER 3 AWNINGS AT LIQUOR HUTCH
Amount
---------------------
3,712.50
07/29/2022
EFT
EFTPS
Payroll Report 7/10/22 - 7/23/22
88,525.60
07/29/2022
EFT
Child Support
Payroll Report 7/10/22 - 7/23/22
415.78
07/29/2022
EFT
MN Dept of Revenue
Payroll Report 7/10/22 - 7/23/22
17,236.19
07/29/2022
EFT
PERA
Payroll Report 7/10/22 - 7/23/22
58,854.06
07/29/2022
EFT
Further HSA
Payroll Report 7/10/22 - 7/23/22
13,865.29
07/29/2022
EFT
Mission Square
Payroll Report 7/10/22 - 7/23/22
4,547.36
07/29/2022
EFT
VOYA
Payroll Report 7/10/22 - 7/23/22
460.00
07/29/2022
EFT
MNDCP
Payroll Report 7/10/22 - 7/23/22
350.00
07/29/2022
104520
Manual Employee Check
Payroll Report 7/10/22 - 7/23/22
982.80
07/29/2022
104521
Manual Employee Check
Payroll Report 7/10/22 - 7/23/22
44.33
07/29/2022
104522
HART
Payroll Report 7/10/22 - 7/23/22
222.56
07/29/2022
104523
ARTHUR J GALLAGHER RISK
2022-2023 AIRPORT INSURANCE
7,508.00
08/01/2022
104524
MONS, JASON
ADVANCE WORK COMP BENEFITS
1,412.14
08/09/2022
104525
A & C FARM SERVICE INC
CEMT 409: COMPRESSOR, BELT -CEMETERY
1,217.44
08/09/2022
104526
ACE HARDWARE - 1315
REPAIR & MAINT SUPPLIES - MULTIPLE DEPTS
554.44
08/09/2022
104527
ACE HARDWARE - 1825
VELCRO, KEYS - POLICE
39.67
08/09/2022
104528
ACE HARDWARE - 6762
NUTS/BOLTS/NAILS - COMPOST
13.89
08/09/2022
104529
ADVANCED ENGINEERING & ENVIRONMENTA
SCADA IMPV 6/4 - 7/1'22 - WATER
6,528.20
08/09/2022
104530
AMERICAN BOTTLING CO
COST OF GOODS SOLD - LIQUOR HUTCH
230.05
08/09/2022
104531
AMPLIFY FOR CHANGE
SUPPORT TO MPCA GRANT- CREEKSIDE
2,100.00
08/09/2022
104532
ARTISAN BEER COMPANY
COST OF GOODS SOLD - LIQUOR HUTCH
411.90
08/09/2022
104533
AUTO VALUE - GLENCOE
EQUIPMENT PARTS - HATS
578.68
08/09/2022
104534
BELLBOY CORP
COST OF GOODS SOLD - LIQUOR HUTCH
4,956.38
08/09/2022
104535
BERNICK'S
CONCESSION SUPPLIES & COGS - MULTIPLE DEPTS
1,838.79
08/09/2022
104536
BOSMA, HOWARD
UB refund for account: 1-920-1699-0-00
68.06
08/09/2022
104537
BRASS FOUNDRY BREWING CO
COST OF GOODS SOLD - LIQUOR HUTCH
544.06
08/09/2022
104538
BRAUN INTERTEC CORP
POLICE FACILIY STORM SHELTER THRU 7/16/22
1,600.00
08/09/2022
104539
BREAKTHRU BEVERAGE
COST OF GOODS SOLD - LIQUOR HUTCH
18,422.14
08/09/2022
104540
BRIESEMEISTER, AARON
UB refund for account: 2-215-3220-8-02
320.47
08/09/2022
104541
BS&A SOFTWARE
ANIMAL LICENSE SYSTEM 8/2022-8/2023 - POLICE
867.00
08/09/2022
104542
C & L DISTRIBUTING
COST OF GOODS SOLD - LIQUOR HUTCH
56,382.96
08/09/2022
104543
CARLOS CREEK WINERY
COST OF GOODS SOLD - LIQUOR HUTCH
1,536.00
08/09/2022
104544
CENTRAL HYDRAULICS
EQUIPMENT PARTS- MULTIPLE DEPTS
381.29
08/09/2022
104545
CENTRAL MCGOWAN
CHEMICALS & SUPPLIES - HATS
83.01
08/09/2022
104546
CERTIFIED CRIME FIGHTER
ANNUAL SUBSCRIPTION - POLICE
1,800.00
08/09/2022
104547
CINTAS CORPORATION
SUPPLIES & SERVICE - MULTIPLE DEPTS
355.82
08/09/2022
104548
COKER COMPOSTING AND CONSULTING
MPCA COMPOST IT RIGHT GRANT SUPPORT
450.00
08/09/2022
104549
CORE & MAIN LP
METERS - WATER
1,550.58
08/09/2022
104550
CORNER POST EROSION CONTROL
HYDRO -SEEDING, EROSION CONTROL-STORMWATER
1,806.00
08/09/2022
104551
CREEKSIDE SOILS
BITCON, MULCH - MULTIPLE DEPTS
341.32
08/09/2022
104552
CROW RIVER AUTO & TRUCK REPAIR
OIL CHANGES & INSPECTIONS - PARKS
285.49
08/09/2022
104553
CROW RIVER PRESS INC
MISC PRINTINGS - MULTIPLE DEPTS
1,276.82
08/09/2022
104554
D. ERVASTI SALES CO, LLC
HILLTOPPER CONDITIONER & CLAY: VMF - PARKS
1,937.00
08/09/2022
104555
DAAK REFRIGERATION
REPAIR SAMSUNG WASHER - WWTP
75.00
08/09/2022
104556
DATAWORKS PLUS LLC
9/1/22 - 8/31/23 MAINT FEE - POLICE
275.94
08/09/2022
104557
DELEGARD TOOL CO
GRINDING DISCS - HATS
45.02
08/09/2022
104558
DEMING CONSTRUCTION INC
REPAIR EXTERIOR WALL DAMAGE - LIQUOR HUTCH
2,500.00
08/09/2022
104559
E2 ELECTRICAL SERVICES INC
VARIOUS REPAIRS- MULTIPLE DEPTS
2,080.00
08/09/2022
104560
E2 ELECTRICAL SERVICES INC
TIF: JOSEPH MISCAVAGE - HRA
1,127.00
08/09/2022
1104561
ECOLAB PEST ELIMINATION
7/19 PEST CONTROL- REFUSE
187.10
08/09/2022
104562
EPA AUDIO VISUAL INC
REPAIR, NO IMAGE FROM PC - IT
250.00
08/09/2022
104563
FARM -RITE EQUIPMENT
HYDRAULIC CYLINDER - REFUSE
707.33
08/09/2022
104564
FASTENAL COMPANY
REPAIR & MAINT SUPPLIES - MULTIPLE DEPTS
1,239.91
08/09/2022
104565
FOTH INFRASTRUCTURE & ENVIRONMENT
CREEKSIDE CASP DESIGN & CONSTTHRU 7/22/22
25,118.10
08/09/2022
104566
GITCH GEAR LLC
COST OF GOODS SOLD - LIQUOR HUTCH
345.50
08/09/2022
104567
GRAINGER
REPAIR & MAINT SUPPLIES - MULTIPLE DEPTS
443.12
08/09/2022
104568
HACH COMPANY
AMMONIA -WATER
234.69
CHECK REGISTER A FOR CITY OF HUTCHINSON
CHECK DATE FROM 7/26/22 - 8/9/22
Check Date
----------------
08/09/2022
Check
------------
104569
Vendor Name
------------------------------------------------------
HAWKINS INC
Description
----------------------------------------------------------------
SODIUM HYDROXIDE - WATER
Amount
---------------------
6,024.15
08/09/2022
104570
HCVN-TV
2ND QTR FRANCHISE FEES
26,868.89
08/09/2022
104571
HEMLING, BRAD
REIMB: SQUAD 7 PHONE CHARGER - POLICE
16.16
08/09/2022
104572
HILLYARD / HUTCHINSON
OPERATING SUPPLIES - MULTIPLE DEPTS
699.39
08/09/2022
104573
HOFF, RANDY
SEVERAL FLORAL ARRANGEMENTS- POLICE
124.00
08/09/2022
104574
HOFFMAN ELECTRIC MN LLC
TIF: SKYLAR BENSON - HRA
794.32
08/09/2022
104575
HUTCHINSON CHAMBER & TOURISM
JUN 2022 LODGING TAX
13,047.15
08/09/2022
104576
HUTCHINSON CO-OP
JUNE FUEL & SERVICES - MULTIPLE DEPTS
37,313.78
08/09/2022
104577
HUTCHINSON FIRE DEPT RELIEF ASSN
ADD'T 2021 PENSION CONTRIBUTION
1,275.00
08/09/2022
104578
HUTCHINSON HRA
TIF: JOSEPH MISCAVAGE
453.70
08/09/2022
104579
HUTCHINSON HRA
TIF: SKYLAR BENSON
481.10
08/09/2022
104580
HUTCHINSON LEADER
JUL ADVERTISING & PUBLISHING - MULTIPLE DEPTS
1,608.38
08/09/2022
104581
HUTCHINSON WHOLESALE #1550
REPAIR & MAINT SUPPLIES - MULTIPLE DEPTS
267.95
08/09/2022
104582
HUTCHINSON WHOLESALE #1551
MAINT: OIL, COUPLERS, SHOCK - COMPOST
177.93
08/09/2022
104583
HUTCHINSON, CITY OF
ATM CASH
5,000.00
08/09/2022
104584
I.M.S. SHARPENING SERVICE
7/24 CATCH BASIN REPAIR - STORMWATER
2,450.00
08/09/2022
104585
INDUSTRIAL NETWORKING SOLUTIONS
SIERRA WIRELESS - DUE FROM UTILITIES
913.67
08/09/2022
104586
INGSTAD BROADCASTING
KDUZ: JULY ADV - LIQUOR HUTCH
156.00
08/09/2022
104587
INNOVATIVE OFFICE SOLUTIONS LLC
BLADE - LIQUOR HUTCH
9.74
08/09/2022
104588
INTERSTATE BATTERY SYSTEM MINNEAPOL
BATTERIES - HATS
257.90
08/09/2022
104589
JAUNICH, MATT
CGMCANNUALSUMMERCONF -ADMIN
143.75
08/09/2022
104590
JOHNSON BROTHERS LIQUOR CO.
COST OF GOODS SOLD - LIQUOR HUTCH
21,611.05
08/09/2022
104591
KERI'S CLEANING & HANDYMAN SERVICES
JULY CLEANING - MULTIPLE LOCATIONS
5,381.06
08/09/2022
104592
KOHLS SWEEPING SERVICE
PILING ASPHALT, HAULING - CREEKSIDE
1,400.00
08/09/2022
104593
KRANZ LAWN & POWER
GRINDER STONE, PARTS -CEMETERY
188.95
08/09/2022
104594
KWIK TRIP
CONCESSION SUPPLIES - WATERPARK
2,205.00
08/09/2022
104595
L & P SUPPLY CO
EQUIPMENT PARTS- PARKS
748.76
08/09/2022
104596
LAKELAND BROADCASTING
Q102: JULY ADV - LIQUOR HUTCH
2O0.00
08/09/2022
104597
LANDWEHR CONSTRUCTION INC
L1P22-01 2022 PAVEMENT MGMT PROGRAM #4
328,582.40
08/09/2022
104598
LARSON, MORGAN
REFUND: TIGERBALL COACHING - REC
50.00
08/09/2022
104599
LIEN, MIKE
REIMB: MWOA CONF -WATER
250.00
08/09/2022
104600
LOCHER BROTHERS INC
COST OF GOODS SOLD - LIQUOR HUTCH
59,180.80
08/09/2022
104601
M-R SIGN
ONE WAY SIGNS - HATS
1,200.44
08/09/2022
104602
MACQUEEN EQUIP LLC
EQUIPMENT PARTS- MULTIPLE DEPTS
5,057.29
08/09/2022
104603
MARCO TECHNOLOGIES, LLC
JUN COST PER PRINT- VARIOUS DEPTS
605.48
08/09/2022
104604
MARCO TECHNOLOGIES, LLC
7/20-8/20'22PRINTING CONTRACT - VARIOUS DEPTS
1,774.73
08/09/2022
104605
MASON, CHERYL
UB refund for account: 3-130-1360-4-01
7.46
08/09/2022
104606
MAVERICK WINE
COST OF GOODS SOLD - LIQUOR HUTCH
1,697.65
08/09/2022
104607
MCLEOD COUNTY ABSTRACT & TITLE
0&E PID 140 MAIN ST N - EDA
120.00
08/09/2022
104608
MCLEOD COUNTY AUDITOR -TREASURER
2ND HALF PROPERTY TAXES
774.41
08/09/2022
104609
MCLEOD COUNTY HHW
COMPRESSOR APPLIANCE RECYCLING - POLICE
15.00
08/09/2022
104610
MDRA
REGISTRATION FOR ANNUAL MEETING - MV
80.00
08/09/2022
104611
MENARDS HUTCHINSON
REPAIR & MAINT SUPPLIES - MULTIPLE DEPTS
5,640.43
08/09/2022
104612
MESERB
2022 ANNUAL CONF & DUES - WWTP
5,050.00
08/09/2022
104613
METRO PAVING
2022 STREET REPAIRS
42,347.09
08/09/2022
104614
MINI BIFF
RENTALS- MULTIPLE LOCATIONS
885.28
08/09/2022
104615
MINNESOTA CONTINUING LEGAL EDUCATIO
MN DWI DESKBOOK 2022 UPDATE - LEGAL
58.75
08/09/2022
104616
MINNESOTA CONTROL SYSTEMS LLC
UPGRADE SECURITY LICENSE -CITY HALL
340.00
08/09/2022
104617
MINNESOTA DEPT OF PUBLIC SAFETY
DANGEROUS DOG TAGS, SIGNS - POLICE
107.80
08/09/2022
104618
MINNESOTA UNEMPLOYMENT INSURANCE
2ND QTR 2022 UNEMPLOYMENT BENEFITS
427.73
08/09/2022
104619
MINNESOTA VALLEY TESTING LAB
LAB SAMPLE TESTING - MULTIPLE DEPTS
741.31
08/09/2022
104620
MORGAN CREEK VINEYARDS
COST OF GOODS SOLD - LIQUOR HUTCH
679.20
08/09/2022
104621
NORTHERN STATES SUPPLY INC
HOSE CLAMPS - HATS
16.75
08/09/2022
104622
NUSS TRUCK & EQUIPMENT
CABLE FOR CREEKSIDE SEMI
148.95
08/09/2022
104623
ODP BUSINESS SOLUTIONS LLC
BOWLS - HATS
32.60
08/09/2022
104624
PAL-SERV
PALLETS - COMPOST
13,832.00
08/09/2022
104625
PALLET SERVICE CORPORATION
PALLETS - COMPOST
14,341.60
08/09/2022
104626
PAULSON, JOHN
REIMB: MESERB CONF - ENG
146.36
CHECK REGISTER A FOR CITY OF HUTCHINSON
CHECK DATE FROM 7/26/22 - 8/9/22
Check Date
----------------
08/09/2022
Check
------------
104627
Vendor Name
--------- ------- ------------- -------------------------
PAUSTIS WINE COMPANY
Description
-------------------------- --------- --------- --------------------
COST OF GOODS SOLD - LIQUOR HUTCH
Amount
---------------------
4,009.00
08/09/2022
104628
PAVEMENT RESOURCES
7/25 PAVEMENT REPAIRS-MCDONALD DR - STREETS
4,100.00
08/09/2022
104629
PEAT INC.
BLACK PEAT- COMPOST
29,033.50
08/09/2022
104630
PEOPLEREADY INC
CREEKSIDE TEMP STAFFING
1,944.72
08/09/2022
104631
PHILLIPS WINE & SPIRITS
COST OF GOODS SOLD - LIQUOR HUTCH
12,226.56
08/09/2022
104632
PLUNKETTS PEST CONTROL
7/11 PEST CONTROL - ARENA
108.92
08/09/2022
104633
PREMIER TECH CHRONOS
MISC BAGGER PARTS - COMPOST
13,716.19
08/09/2022
104634
PREMIUM WATERS
5 GALLONS - PARKS
36.99
08/09/2022
104635
PRO AUTO MN INC
OIL CHANGES & REPAIRS- MULTIPLE DEPTS
394.82
08/09/2022
104636
PROFESSIONAL WATER TECHNOLOGIES INC
SPECTRAGUARD - WATER
5,671.00
08/09/2022
104637
QUADE ELECTRIC
REPAIRS & SUPPLIES - MULTIPLE DEPTS
2,330.40
08/09/2022
104638
QUADE INVESTMENTS LLC
COMMERCIAL REHAB LOAN - EDA
60,000.00
08/09/2022
104639
RECREONICS
TITRATING REAGENT, POWDER- WATERPARK
139.69
08/09/2022
104640
REINER ENTERPRISES INC
CREEKSIDE FREIGHT TO MULTIPLE LOCATIONS
507.97
08/09/2022
104641
REVIERWELDING
ROLLERS -COMPOST
560.00
08/09/2022
104642
RITE INC
UNCORKED E-COMMERCE RENEWAL- LIQUOR HUTCH
2,308.50
08/09/2022
104643
RUNNING'SSUPPLY
REPAIR&MAINTSUPPLIES- MULTIPLEDEPTS
548.29
08/09/2022
104644
SAVATREE
GENERAL TREE CARE - STREETS
5,200.00
08/09/2022
104645
SCHUELER, JACKIE
REFUND: TIGERBALL COACHING - REC
50.00
08/09/2022
104646
SEPPELT, MILES
REIMB: MTG FOR TIGERPARTH, EDAM EVENT -EDA
229.65
08/09/2022
104647
SHORT-ELLIOT-HENDRICKSON, INC
MISCJUNE SERVICES- MULTIPLE DEPTS
6,808.33
08/09/2022
104648
SIMONSON LUMBER CO
REPAIR & MAINT SUPPLIES - MULTIPLE DEPTS
455.17
08/09/2022
104649
SMALL LOT MN LLC
COST OF GOODS SOLD - LIQUOR HUTCH
876.48
08/09/2022
104650
SOUTHERN WINE & SPIRITS OF MN
COST OF GOODS SOLD - LIQUOR HUTCH
17,692.24
08/09/2022
104651
SOUTHWEST CORRIDOR TRANS COALITION
2022 CITY COALITION DUES - ENG
100.00
08/09/2022
104652
SPARTAN ATHLETIC COMPANY
WINDSCREEN FOR PARK ELEM TENNIS COURTS - REC
6,299.80
08/09/2022
104653
STANDARD PRINTING-N-MAILING
POSTAGE - MULTIPLE DEPTS
1,204.26
08/09/2022
104654
STAPLES ADVANTAGE
FOLDERS, PACKING TAPE, WATER - CITY
57.74
08/09/2022
104655
STRAUSS, KATIE
REFUND: TIGERBALL COACHING - REC
50.00
08/09/2022
104656
STREICH TRUCKING
CREEKSIDE FREIGHT TO MULTIPLE LOCATIONS
1,125.00
08/09/2022
104657
SYSCO WESTERN MN
CONCESSION SUPPLIES - WATERPARK
2,935.51
08/09/2022
104658
THOMPSON, DENEIL
REIMB: SAFETY FOOTWEAR - STREETS
154.00
08/09/2022
104659
TNT PLASTICS INC
SPLENDOR GRO BAG FILM - COMPOST
88,191.43
08/09/2022
104660
TRI COUNTY WATER
BOTTLE WATER DELIVERY - MULTIPLE DEPTS
240.65
08/09/2022
104661
TRI-COUNTY PALLET & CRATE
PALLETS - COMPOST
11,880.00
08/09/2022
104662
TRNKA, JAMES
REIMB: SAFETY FOOTWEAR - STREETS
175.00
08/09/2022
104663
TRUGREEN AND ACTION PEST CONTROL
SPRING, SUMMER, FALL, GRUB CONTROL- CEMETERY
3,538.50
08/09/2022
104664
TWO-WAY COMMUNICATIONS INC
DODGE BOOM TRUCK INSTALL - STREETS
898.05
08/09/2022
104665
VIKING BEER
COST OF GOODS SOLD - LIQUOR HUTCH
13,522.90
08/09/2022
104666
VIKING COCA COLA
COST OF GOODS SOLD - LIQUOR HUTCH
561.22
08/09/2022
104667
VIKING SIGNS & GRAPHICS INC
SIGNS - PARKS
300.00
08/09/2022
104668
WASTE MANAGEMENT OF WI -MN
REFUSE TAKEN TO LANDFILL
7,247.61
08/09/2022
104669
WATERVILLE FOOD & ICE
COST OF GOODS SOLD - LIQUOR HUTCH
736.85
08/09/2022
104670
WERSAL, JEFF
REFUND: CAMPING - PARKS
95.00
08/09/2022
104671
WM MUELLER & SONS
2022 STREET REPAIRS
11,279.00
08/09/2022
104672
WOLD ARCHITECTS & ENGINEERS
NEW POLICE FACILITY THRU 7/31/22
5,875.98
Total - Check Register A:
$ 1,280,668.99
SOMM HUTCHINSON CITY COUNCIL
HUTCHINSON Request for Board Action
A CITY ON PUHPOSE.
Review of Intersection Control Evaluation Report - South Grade Rd & Dale St
Agenda Item:
Department: PW/Eng
LICENSE SECTION
Meeting Date: 8/9/2022
Application Complete N/A
Contact: Kent Exner
Agenda Item Type:
Presenter: Kent Exner
Reviewed by Staff ❑�
Communications, Requests
Time Requested (Minutes): 10
License Contingency N/A
Attachments: Yes
BACKGROUND/EXPLANATION OFAGENDA ITEM:
As previously discussed, City staff has been working with SRF Consulting Group to review the
potential implementation of a roundabout at the intersection of South Grade Road and Dale
Street. After significant analysis and considerations, SRF has completed an Intersection Control
Evaluation report (see attachment) that ultimately recommends a roundabout (urban single -lane)
intersection at this location. This recommendation is primarily based on existing/future traffic
volumes/movements, existing crash history, future four-way stop level -of -service dynamics, and
increased pedestrian safety. Please note that a mini -roundabout would not be an acceptable
approach due to the anticipated future traffic volumes and variety of truck movements.
Due to the skewed nature of this intersection and surrounding private property use/access, the
construction of the recommended roundabout would definitely be very problematic to some of
the adjacent landowners. Thus, near -term improvements were identified by SRF staff to improve
the functionality of this intersection (incorporation of designated left -turn lane on
northbound/southbound Dale St.) and revisions to the pedestrian crossing of the northerly
intersection leg (South Grade Rd. east/west multi -use trail facility).
At this point, City staff recommends proceeding with the near -term improvements within the
scope of the upcoming Dale Street Reconstruction project (targeted delivery in 2023). City staff
will provide a brief overview and be available for any questions/comments.
BOARD ACTION REQUESTED:
None
Fiscal Impact: Funding Source:
FTE Impact: Budget Change: No
Included in current budget: No
PROJECT SECTION:
Total Project Cost:
Total City Cost: Funding Source: N/A
Remaining Cost: $ 0.00 Funding Source: N/A
Intersection Control Evaluation (ICE)
South Grade Road at Dale Street
Hutchinson, McLeod County, Minnesota
McLeod County
ISRF0
July 2022
SRF No. 13849
Intersection Control Evaluation (ICE)
South Grade Road at Dale Street
Proposed Letting Date: 2023
Report Certification:
I hereby certify that this report was prepared by me or under my direct
supervision and that I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Philip Kulis 56340
Print Name Reg. No.
Signature
Approved By:
MnDOT
District 8 State Aid Engineer
08/02/2022
Date
Date
City of Hutchinson Date
City Engineer/Director of Public Works
Intersection Control Evaluation i SRF Consulting Group, Inc.
South Grade Road at Dale Street December 2021
Table of Contents
Introduction............................................................................................................................. 3
Intersection Characteristics..................................................................................................5
ExistingConditions...........................................................................................................................................5
TrafficVolumes.......................................................................................................................8
FutureConditions.................................................................................................................12
Analysis of Alternatives.......................................................................................................13
WarrantsAnalysis.............................................................................................................................................13
TrafficOperations Analysis............................................................................................................................14
CrashAnalysis..................................................................................................................................................16
OtherConsiderations...........................................................................................................18
Conclusions and Recommendations................................................................................21
Appendix................................................................................................................................23
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Intersection Control Evaluation ii SRF Consulting Group, Inc.
South Grade Road at Dale Street December 2021
Introduction
The City of Hutchinson is completing a study of the intersection of South Grade Road SW and Dale
Street SW in Hutchinson, McLeod County, Minnesota (see Figure 1). The purpose of the study is to
identify the recommended traffic control to accommodate traffic currently and into the future.
The MnDOT Intersection Control Evaluation (ICE) is a process that identifies the most appropriate
intersection control type through a comprehensive analysis and documentation of the technical (safety,
operational, other), pedestrians, right -of way, and other viable factors. The goal of an ICE is to select
the optimal control for an intersection based on an objective analysis of existing conditions and future
needs. The purpose of this evaluation is to analyze various intersection control alternatives under near -
term and long-term conditions to identify a preferred intersection control alternative. This report
comprises the intersection control evaluation results for the South Grade Road/Dale Street
intersection in the City of Hutchinson, Minnesota (see Figure 1). Based on a cursory review, the
following alternatives were considered applicable for this intersection:
• All -Way Stop Control (AWSC)
• Traffic Signal Control
• Roundabout Control
Detailed warrants, traffic operations, and crash analyses were performed to determine a preferred
intersection control alternative. In addition to the above analyses, other factors were considered
applicable in determining the long-term preferred intersection control, such as queue lengths,
roundabout configuration, and multimodal considerations.
It is recognized that the impacts of the ultimate recommend traffic control might be outside the scope
of the project planned for 2023, so near -term improvements were also considered. These are smaller -
scale improvements that could be implemented that would improve safety and operations.
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South Grade Road at Dale Street ICE Figure 1
13849 City of Hutchinson
December 2021
Intersection Characteristics
Existing Conditions
The South Grade Road/Dale Street intersection is currently under all -way stop control (AWSC). South
Grade Road is a two-lane undivided roadway and is functionally classified as a minor arterial with a
posted speed limit of 35 miles per hour (mph). Dale Street is a two-lane undivided roadway and is
functionally classified as a minor arterial to the north of South Grade Road and a major collector to
the south of South Grade Road. It has a posted speed limit of 30 mph. There are existing marked
crosswalks on the west and north approaches. The adjacent area is comprised of residential and
agricultural land uses. Current intersection geometrics are listed below in Table 1 and shown in
Figure 2.
Table 1. Existing Geometry
Approach Lane Configurations
Eastbound South Grade Road One left -turn lane and one shared thru/right-turn lane (channelized right -turn)
Westbound South Grade Road One left -turn lane and one shared thru/right-turn lane (channelized right -turn)
Northbound Dale Street One shared left-turn/thru/right-turn lane
Southbound Dale Street One shared left-turn/thru/right-turn lane
Crash History
Historical crash data were obtained from the MnDOT Crash Mapping Analysis Tool (MnCMAT2)
database for a five-year period from January 1, 2015 through December 31, 2019. The crash data are
summarized in Table 2 and Table 3. There was a total of thirteen crashes at the South Grade
Road/Dale Street intersection, with one resulting in a possible injury crash and twelve property
damage only (PDO) crashes. Five of the thirteen crashes at this intersection were right angle crashes.
This intersection is above the critical crash rate, which indicates that more crashes have occurred at
this intersection than intersections with similar characteristics around the state.
Table 2. Crash Severity
K A B C PDO Total Critical Crash Rate Observed Crash Rate
(crashes/MEV) (crashes/MEV)
0 1 0 1 0 1 1 1 12 1 13 11 0.59
Table 3. Crash Type
Rear End Run Off Right Left Other Total
Road Angle Turn
2 1 5 1 4 13
0.82
IS'RF Existing Intersection Geometry Figure 2
South Grade Road at Dale Street ICE
13849 City of Hutchinson
December 2021
Intersection Capacity Analysis
An existing intersection capacity analysis was completed for the weekday a.m. and p.m. peak hours to
establish a baseline condition to which future traffic operations can be compared. Operational analysis
of the study intersection was performed using PTV VISTRO, which implements the methodologies
of the Highway Capacity Manual (HCM) 6th Edition.
Capacity analysis results identify a Level of Service (LOS), which indicates the quality of traffic flow
through an intersection. Intersections are given a ranking from LOS A through LOS F. The
LOS results are based on average delay per vehicle, which correspond to the delay threshold values
shown in Table 4. LOS A indicates the best traffic operation, with vehicles experiencing minimal
delays. LOS F indicates an intersection where demand exceeds capacity, or a breakdown of traffic
flow. Overall intersection LOS A through LOS D is generally considered acceptable on roadways in
environments similar to Hutchinson.
Table 4. Level of Service Criteria for Signalized and Unsignalized Intersections
LOS Designation
Signalized Intersection
Average Delay/Vehicle (seconds)
Unsignalized Intersection
Average Delay/Vehicle (seconds)
A
<_10
<_10
B
> 10-20
> 10-15
C
>20-35
>15-25
D
>35-55
>25-35
E
>55-80
>35-50
F
> 80
> 50
Results of the existing intersection capacity analysis shown in Table 5 indicate that the study
intersection currently operates at an acceptable overall LOS B and LOS B during the weekday a.m.
and p.m. peak hours (2 to 3 p.m. due to the Hutchinson Middle School traffic), respectively, with the
existing geometric layout and traffic controls. Anecdotally based on field observations, the
southbound queue can extend back nearly to Neal Avenue (-400 feet) in the a.m. peak occasionally
based on sharp peak volumes associated with the school. The eastbound queue will occasionally
spillback to approximately the middle school entrance (-350 feet) during the p.m. peak, which is a
result of the school traffic and pedestrians crossing both the west and south approaches.
Table 5. Existing Intersection Capacity Analysis
Intersection
A.M. Peak Hour
LOS Delay
P.M. Peak Hour
LOS Delay
South Grade Road/Dale Street 1 1 12 1 B 1 14
Traffic Volumes
Existing hourly approach volumes at the study intersection were collected from 7:00 to 9:00 a.m. and
2:00 to 6:00 p.m. on Wednesday, September 22, 2021. Based on the data, 7:00-8:00 a.m. and 2:00-3:00
p.m. are the a.m. and p.m. peak hours, respectively. The p.m. peak is earlier at this location than
typically observed due to the proximity of the Hutchinson Middle School. The peak hour counts are
summarized in Figure 3. Fifteen -minute interval counts from 7:00 to 9:00 a.m. and 3:00 to 5:00 p.m.
were averaged from 7/16/2020, 7/17/2020, 7/21/2020, 7/22/2020 and 7/23/2020. From these
counts, the peak hour factor was determined, which is important at this intersection due to the nearby
school and the sharp peaks that can occur in volumes due to arrival and dismissal of school. Counts
from September 2021 are included in the appendices.
Opening Year 2023 and Future Year 2043 a.m. and p.m. peak hour turning movement forecast
volumes are shown in Figure 4 and Figure 5, respectively. The future peak hour turning movement
forecasts used in the analysis were based on the existing counts, existing and historical AADTs, the
City of Hutchinson Comprehensive Plan, and Year 2043 forecasted AADTs.
IS'RF Existing 2021 Traffic Volumes Figure 3
South Grade Road at Dale Street ICE
13849 City of Hutchinson
December 2021
IS'RF Opening Year 2023 Traffic Volumes Figure 4
South Grade Road at Dale Street ICE
13849 City of Hutchinson
December 2021
IS'RF Future Year 2043 Traffic Volumes Figure 5
South Grade Road at Dale Street ICE
13849 City of Hutchinson
December 2021
Future Conditions
Opening Year 2023 and Future Year 2043 lane configurations were developed to accommodate
projected traffic volumes at the South Grade Road/Dale Street. With an understanding of the existing
issues and deficiencies, intersection alternatives were developed with a focus on operations and safety
at the intersection. The assumed lane configurations for the alternatives are shown in Table 6.
Table 6. Future Intersection Lane Configurations
Approach Traffic Signal Control Roundabout Control
Eastbound South Grade Road • One left -turn lane • One -lane entry
• One shared thru/right-turn lane
Westbound South Grade Road • One left -turn lane • One -lane entry
• One shared thru/right-turn lane
• One shared left-turn/thru/right- • One -lane entry
Northbound Dale Street turn lane
• One shared left-turn/thru/right- • One -lane entry
Southbound Dale Street turn lane
The assumed lane configuration for the traffic signal alternative was selected to minimize right-of-way
impacts, while still providing acceptable operations. Based on this, the traffic signal geometry was
assumed to be the same as the existing condition.
Analysis of Alternatives
Warrants Analysis
The September 2020 Minnesota Manual on Uniform Tralc Control Devices (MnMUTCD) provides
guidance on when it may be appropriate to use all -way stop or traffic signal control at an intersection.
This guidance is provided in the form of "warrants", or criteria, and engineering analysis of the
intersection's design factors, to determine when all -way stop or traffic signal control may be justified.
All -way stop or traffic signal control should not be installed at an intersection unless an MnMUTCD
warrant is met, but meeting a warrant does not itself require the installation of a control. The control
type also needs an engineering analysis of the intersection's design for it to be justified. Under the
MnDOT ICE process, roundabouts are considered warranted if traffic volumes meet the warrant
requirements for either all -way stop or traffic signal control.
For this ICE, analysis of signal Warrants 1-3 was conducted for Opening Year 2023 and Future Year
2043 volumes. Signal warrants 4-9 were investigated and were determined to be not applicable for the
study intersection. The lane geometry and approach speeds assumed for the warrants analysis are
shown in Table 7. The westbound approach was assumed to have one lane even though there is a left -
turn lane because the left -turn volume is less than ten percent of the through volume.
Table 7. Warrants Analysis Assumptions
Approach
Geometry
Speed Limit
Eastbound South Grade Road
Two approach lanes
35 mph
Westbound South Grade Road
One approach lane
35 mph
Northbound Dale Street
One approach lane
30 mph
Southbound Dale Street
One approach lane
30 mph
Right -turn volumes on the minor street approaches (Dale Street) are typically excluded from a warrant
analysis when there is an exclusive right -turn lane because these turns can be easily made and would
not benefit significandy from the addition of a signal. However, there are no dedicated right -turn lanes
on the Dale Street approaches, so the right -turns were included in the analysis. Based on the posted
speed limits and population of Hutchinson, the 70 percent traffic volume factor was not used in the
warrant analysis. Table 8 provides summaries of the warrants analysis results, while the detailed
volume -based warrants analyses are included in the appendices.
2023 and 2043 hourly traffic volumes for the non -peak hours were calculated using the forecasted
2023 and 2043 peak hour volumes and adjusting them using the existing daily volume profile.
Table 8. Warrant Analysis Summary
MnMUTCD Signal Warrant
Hours
Required
Opening Year
Year 2023 Volumes
Forecast
Year 2043 Volumes
Hours
Met
Warrant
Met?
Hours
Met
Warrant
Met?
Multiway Stop Application Condition
8
8
Yes
8
Yes
Warrant 1A: Minimum Vehicular Volume
8
0
No
5
No
Warrant 113: Interruption of Continuous Traffic
8
0
No
0
No
Warrant 1C: Combination of Warrants
8
0
No
4
No
Warrant 2: Four -Hour Volume
4
0
No
5
Yes
Warrant 313: Peak Hour Volume
1
0
No
0
No
Warrants 4-9
Not Applicable
The results of the signal warrants analysis indicate the intersection does not meet any signal warrants
under all Opening Year 2023 volume conditions, and only Warrant 2 (four-hour volume warrant) is
met under Future Year 2043 volume conditions. The multiway/all-way stop control warrant is met
under Opening Year 2023 and Future Year 2043 volume conditions, which indicates a roundabout is
"warranted" as well.
Traffic Operations Analysis
An initial planning -level analysis was performed for the roundabout control alternative based on the
HCM 6th Edition methods. Planning -level analysis results for Future Year 2043 volumes compared
to roundabout capacities are shown in Figure 6. As can be seen, the Future Year 2043 volumes are
below the theoretical capacity of a single -lane roundabout, thus a single -lane roundabout with one
entry lane on all four approaches was assumed for the analysis. Each symbol on the chart represents
the volumes for one of the four entering approaches.
Figure 6. South Grade Road/Dale Street Roundabout Entry Lane Capacity (Future Year 2043 volumes)
1200
1000
800
L
U
Q
600
U
M
Q
M
u 400
FM
0
0 200
♦ A.M. Peak
400 600 800 1000
Conflicting Flow Rate (pc/h)
• P.M. Peak Single Lane Multilane
1200
The traffic operations analysis identified a LOS, which indicates how well an intersection is operating
based on average delay per vehicle. Operational analysis of the alternatives was performed using PTV
VISTRO, which implements the methodologies of the HCM 6th Edition.
Results of the Opening Year 2023 traffic operations analysis indicate that both the traffic signal and
the roundabout alternatives would perform at acceptable LOS under the proposed lane
configurations, with the roundabout alternative having slightly less overall delay. Table 9 provides a
summary of the Opening Year 2023 operations analysis. These are peak hour operations and there are
instances when the operations will likely be worse based on the school traffic. The Opening Year 2023
detailed analysis results are included in the appendices.
Table 9.Opening Year 2023 Traffic Operations Analysis Results
AM Peak Hour PM Peak Hour
Alternative
Delay LOS Delay LOS
(sec/veh) (sec/veh)
All -Way Stop Control (1) 15 / 15 B / B 20 / 20 C / C
Traffic Signal Control 10 A 10
Roundabout Control (1)
10/10
(1) Overall results are followed by the worst approach results_
10/ 10 1 A/A
Table 10 provides a summary of the Future Year 2043 operations analysis. The analysis indicates that
the no build all -way stop control alternative would operate over capacity during both peak hours, with
LOS F in both the a.m. and p.m. peak hours. Results of the traffic operations analysis indicate that
both the traffic signal and roundabout alternatives would continue to operate at acceptable LOS under
proposed lane configurations, with the roundabout alternative having slightly less overall delay during
the peak hours. The detailed analysis results can be found in the appendices.
Table 10. Future Year 2043 Traffic Operations Analysis Results
Alternative
All -Way Stop Control (1)
Traffic Signal Control
Roundabout Control (1)
AM Peak Hour
Delay LOS
(sec/veh)
55 / 85
15 B
10/ 15 1 B/ B
(1) Overall results are followed by the worst approach results.
Crash Analysis
PM Peak Hour
Delay LOS
(sec/veh)
100+ / 100+
20 C
15/ 15 1 B/ B
A crash analysis was performed to determine the projected crashes per year for each traffic control
alternative for the Opening Year 2023 and Future Year 2043 conditions. 2020 AADT data was not
included in calculation of the existed crash rate or the projected 2023 and 2043 AADT results due to
the COVID-19 pandemic impacting travel patterns and volumes.
For the all -way stop control alternative, crash rates were assumed to match the existing observed crash
rate. To analyze the crash rates for the traffic signal and roundabout alternatives, Crash Modification
Factors (CMF) were taken from the CMF Clearinghouse. The CMF clearinghouse is a database
sponsored by the Federal Highway Administration and contains CMFs determined through research
studies. These CMFs can be used to estimate the impact that a road or intersection improvement will
have on the expected crash rate for that location. A summary of the projected crashes per intersection
alternative is shown in Table 11.
Table 11. Crash Analysis Results
Existing
Alternative 5-Year Crash
Rate
All -Way Stop Control
Traffic Signal Control 0.81'
Roundabout Control
Intersection ADT
Crash Projected
Modification Crash Rate
Opening Future Factor M
Year 2023 Year 2043
N/A
9,200 14,000 0.95
1.03
0.82
Projected
Crashes/Year
Opening Future
Year 2023 Year
2043
2.7 4.2
0.78 2.6 4.0
0.84 2.8 4.3
Based on the results of the crash analysis, the three alternative controls are anticipated to have a similar
number of crashes per year. However, roundabouts have fewer conflict points than conventional
intersections, and crashes at roundabouts typically occur at lower speeds and shallow angles due to
the geometry of a roundabout. With lower speeds, the severity of crashes is typically decreased. Five
of the crashes that have occurred at the intersection in the past five years were right angle crashes,
which are converted to low -speed, shallow -angle crashes with a roundabout. A roundabout virtually
eliminates right-angle and left -turn head-on crashes; this is particularly true with single -lane
roundabouts.
Other Considerations
Multimodal Considerations
The proximity of Hutchinson Middle School results in heavier pedestrian traffic crossings at the study
intersection. There are existing marked pedestrian crossings on the north and west approaches of the
intersection. The design of a roundabout can create a safer environment for pedestrian crossings and
allows pedestrians to cross one direction of traffic at a time on each leg of the roundabout. Recent
MnDOT research indicates that roundabouts have improved safety performance for pedestrians
compared to signalized control.
Roadway Volumes
Roundabouts are most appropriate where the traffic flows are balanced on all approaches as
roundabouts introduce delay to all movements, essentially treating each movement equally. The traffic
volumes at the study intersection are relatively balanced with the minor roadway (Dale Street) volumes
being over 50 percent of the major roadway (South Grade Road) volumes.
Queueing
The longest queue lengths at the study intersection occur on the eastbound approach. Expected 95th-
percentile queues for the eastbound approach in 2043 are summarized in Table 12.
Table 12. Year 2043 Eastbound Approach 95th-percentile Queue Length
Time Period
No Build
Traffic Signal
Roundabout
AM Peak Hour
350'
100'
100'
PM Peak Hour
600'
250'
100'
The queueing analysis indicates queues on the eastbound approach are expected to be shorter in the
p.m. peak hour with a roundabout compared to a signal and all -way stop control. Queues with the no -
build, all -way stop control, would extend through the entrance to the Hutchinson Middle School.
Surrounding Land Use
Land use south of this intersection is mainly rural and agriculture, but land use to the north of this
intersection is residential. Today, a roundabout would provide a transition to alert drivers coming from
the south that they are entering a more residential area and pedestrian activity could be higher. In the
future, a roundabout would accommodate development traffic and fit in with the surrounding traffic
control. Furthermore, the area around this intersection is primarily residential and near the Hutchinson
Middle School, located just west of the intersection. Areas near schools typically have higher peaking
characteristics during the a.m. and p.m. peak hours. Installing a roundabout would result in shorter
delays during the off-peak hours, while being able to accommodate the sharp school peak volumes.
Right -of -Way and Access
It is assumed that a traffic signal would maintain the existing lane configurations and would not require
additional right-of-way (ROW). Based on high-level concepts, a roundabout would extend outside of
the existing roadway limits and would require additional ROW.
In the design phase, access around the study intersection will need to be evaluated and potentially
modified based on proximity to the intersection. This includes the Christ the King Lutheran Church
in the southeast of the intersection, as well as Hansen Gravel with two access points in the northwest
intersection. A roundabout will also have sputter islands that will potentially impact access near the
intersection.
Capital and Maintenance Costs
The roundabout alternative is anticipated to have a higher construction cost due to the roadway
reconstruction that would need to occur, as well as the additional right-of-way that would be required.
Traffic signals typically have higher operation and maintenance costs because of the electricity required
to operate the signal and routine maintenance required to keep the signal in operation, such as retiming
and maintenance if signals poles or pedestrian push buttons get hit during a crash. Operation and
maintenance costs associated with a roundabout can vary depending on the amount of illumination
required and landscaping alternatives used for the center island.
Roundabout Design
Size and design characteristics were considered for configuration of the roundabout. Table 13 shows
typical daily service volumes and approach lanes for basic designs determined by MnDOT and shown
in the Minnesota Intersection Control Evaluation Manual, 2017.
Table 13. Basic Design Characteristics for Roundabout Categories (MnDOT ICE)
Mini.
Urban
Urban
Urban
Rural
Rural
Design Element
Roundabout
Compact
Single -Lane
Double -Lane
Single -Lane
Double -Lane
Recommended
25 kmlh
25 krryh
35 km/h
40 kmfh
40 ktyVh
50 kmoh
maximum entry
(15 mph)
(15 mphl
(20 mphl
125 mph)
(25 mphl
130 mph)
design speed
Maximum number
1
1
1
2
1
2
of entering lanes
per approach
Typical inscribed
13 m to 25 m
25 to 30 m
30 to 40 m
45 to 55 m
35 to 40 m
55 to 60 m
circle diameter'
K ft to 80 M
(80 to 100 A)
110010 130 M
1150 to 180 ft)
(115 to 130 ft)
1180 to 200 ft)
Splitter island
Raised if
Raised, with
Raised, with
Raised, with
Raised and
Raised and
treatrrlent
possible,
crosswal k cut
crosswalk cut
crosswalk cut
extended, with
extended, with
cro=Aelk
crosswalk cut
crosswalk cut
cut If raised
Typical daily service
10,000
15,000
20r0W
Refer to
20, 000
Refer to
volumes on 4-leg
Chaptef 4
Chapter 4
rpundahout 1vet0day)
procedures
procedures
1. Assvnes 94-degree entries and no more than four legs.
Under existing conditions, the daily entering intersection volume is approaching the daily service
volumes for a mini -roundabout. By 2043, AADT volumes are expected to be approximately 14,000
vehicles per day. Due to this, the surrounding land uses, and the existing ROW, an inscribed circular
diameter JCD) similar to an urban compact roundabout or urban single -lane roundabout is most
applicable for this intersection. A smaller roundabout will also require less ROW, while
accommodating forecasted volumes and school bus traffic.
Conclusions and Recommendations
Based on the results of this Intersection Control Evaluation, the intersection of South Grade Road and
Dale Street is recommended to be converted from all -way stop control to a single -lane roundabout
with one entry lane on all four approaches. This recommendation is based on:
• A signal is not expected to be warranted in 2023 and only the four-hour warrant is expected to
be met in 2043. Without the eight -hour warrant being met, installing a signal would result in
additional delay throughout the remainder of the day when a signal is not needed.
• A roundabout is expected to have lower overall delay than a signal throughout the day.
• The area around this intersection is primarily residential and located near Hutchinson Middle
School. Areas near schools typically have higher peaking characteristics during the a.m. and
p.m. peak hours. Roundabouts typically have lower delay in the off -peaks compared to a traffic
signal due to the clearance intervals associated with a traffic signal, while being able to
accommodate the peak volumes.
• MnDOT's research indicates that roundabouts are safer for pedestrians compared to traffic
signals, which is important at this location due to being near a school where there are many
students crossing at the intersection.
• Drivers expect to have to slow down to enter a roundabout regardless of traffic conditions
due to the geometry. With a traffic signal, drivers rely on the signal indications to determine if
they need to slow down or not. The overall safety performance of the roundabout is expected
to be similar to a traffic signal, but roundabouts typically have fewer fatal and severe injury
crashes due to the lower speeds and the angles of the conflicts.
• The queues from the intersection are shorter with a roundabout, which will limit the operational
impacts to nearby access points.
• Today, a roundabout provides a transition from the rural environment to the southwest and
the residential locations to the northeast. In the future, a roundabout would accommodate
development traffic and fit in with the surrounding traffic control.
By year 2043, the required geometry of the roundabout is shown in Table 14. It is also recommended
to construct the roundabout with an ICD similar to an urban compact roundabout or urban single -lane
roundabout, which is approximately 80 to 130 feet.
Table 14. Roundabout Lane Configurations
Approach Roundabout Control
Eastbound South Grade Road • One -lane entry
Westbound South Grade Road • One -lane entry
Northbound Dale Street • One -lane entry
Southbound Dale Street • One -lane entry
Near -Term Recommendations
There are ROW impacts with the recommended intersections control of a roundabout, which are
outside of the scope for the project in 2023. Therefore, the City desired to look at near -term
improvements that could be implemented to improve operations and safety at the intersection for
both vehicles and pedestrians. Based on high-level evaluation of near -term improvements, it is
recommended to construct a northbound left -turn lane to accommodate this heavier movement. This
will provide additional storage for queues, as well as allow this movement to occur concurrently with
the northbound through/right-turn. This will improve operations of the intersection and allow the
existing traffic control to operate acceptably into the near future.
It is also recommended to relocate the crosswalk that crosses the north approach so it crosses the
channelized right -turn to the channelizing island and then across the approach. This design provide a
pedestrian refuge, it aligns better with driver expectations for where pedestrians are typically crossing,
and it provides a marked crosswalk at a location more visible to drivers, which is anticipated to
improve safety for pedestrians.
These near -term recommendations are shown in Figure 7.
rt
sG � ;-
TIM--
A
a.
V
KL
� era
t
t»
S 1'_
30.1 TAPER ro EXIST- cENrERL NE
- / 30'.I TRPER ING CENTERLINE�l '
•,RR
,s®
Design North Bound Lek Turn Lane-100FT; 1:5 Taper / South Bound Left Turn Lane. Pedestrian Crossing ALT Figure 7
LSouth Grade Rd / Dale St
City of HutchmsoR
LEGEND
—LINE ROADWAY
GURB/NEDIAN
SIDEWALK
IANOSCAPE
APRON
Gn7 —K
� f^h
:• 9�
ssRADIUS — EL
120' RADIUS — ELLIPSE t /
— w rQ
C /
"� SOUTH GRADE
I'7 58.5'
a16
---
2n'
1I 18 STALLS
23 STAL S
lG 2 %ISTING ITA
A C`�21
• F ,' �-�� �� a 3o so
SCALE IN FEET
Ellipse Roundabout -120FT By SSFT
L CJ South Grade Rd /Dale St Figure 8
City of Hutuhmson
Appendix
• Year 2021 Intersection Turning Movement Volumes
• Opening Year 2023 Signal Warrant Analysis
• Future Year 2043 Signal Warrant Analysis
• Existing Year Detailed Traffic Operations Analysis
• Opening Year 2023 Detailed Traffic Operations Analysis
• Future Year 2043 Detailed Traffic Operations Analysis
RA
HUTCHINSON CITY COUNCIL
HUTCHINSON Request for Board Action
A CITY ON PURPOSE.
Review of NE Area Infrastructure Study
Agenda Item:
Department: PW/Eng
LICENSE SECTION
Meeting Date: 8/9/2022
Application Complete N/A
Contact: Kent Exner
Agenda Item Type:
Presenter: Kent Exner
Reviewed by Staff Fvl
Communications, Requests
Time Requested (Minutes): 10
License Contingency N/A
Attachments: Yes
BACKGROUND/EXPLANATION OFAGENDA ITEM:
Per the attached document, the Northeast Area Infrastructure Study provides a preliminary
layout of City utilities (water, sanitary sewer and storm sewer) and roadways for the development
of the area near the intersection of State Highways 7 and 22 along the easterly edge of
Hutchinson's municipal limits. Furthermore, a phasing plan was developed to identify potential
sequencing of infrastructure construction along with associated cost estimations for each phase.
Obviously, accomplishing an infrastructure implementation endeavor of this magnitude is difficult
to comprehend/envision, but this study effort provides guidance as the City possibly begins to
service this area into the future.
City staff will provide a brief overview and be available for any questions/comments.
BOARD ACTION REQUESTED:
None
Fiscal Impact: Funding Source:
FTE Impact: Budget Change: No
Included in current budget: No
PROJECT SECTION:
Total Project Cost:
Total City Cost: Funding Source: N/A
Remaining Cost: $ 0.00 Funding Source: N/A
-A.
SEH
Building a Better World
for All of Us®
Engineers I Architects I Planners I Scientists
Report
Northeast Area Infrastructure Study
Hutchinson, Minnesota
SEH No. HUTCH 160523
April 27, 2022
I hereby certify that this report was prepared by me or under my direct supervision, and
that I am a duly Licensed Professional Engineer under the laws of the State of
Minnesota.
X
Justin Black, PE
Date: April 27, 2022 License No.: 43373
Reviewed By: John Rodeberg, PE Date: APril 27, 2022
Short Elliott Hendrickson Inc.
1390 Highway 15 South, Suite 200
P.O. Box 308
Hutchinson, MN 55350-0308
320.587.7341
A.
SEH
Contents
Certification Page
Contents
1 Introduction................................................................1
2 Purpose and Background...........................................1
3 Existing Land Use......................................................1
4 Proposed Land Use...................................................1
5 Infrastructure Improvements......................................2
5.1
Sanitary Sewer.......................................................................................2
5.2
Water Main.............................................................................................3
5.3
Storm Sewer...........................................................................................3
5.4
Streets....................................................................................................7
5.5
Right-of-way and Easements..................................................................7
5.6
Highway and Trail Crossings..................................................................7
5.7
Other Considerations..............................................................................7
6 Construction Phasing.................................................7
7 Project Cost Estimate.................................................8
List of Tables in Report
Table 1 — Future Land Uses & Impervious Area........................................................4
List of Tables at End of report
Table 2 — Summary of Pond Design Criteria & HydroCAD Modeling Results
Table 3 — Summary of Assumed Pond Elevations, Dimensions, & Areas
SEH is a registered trademark of Short Elliott Hendrickson Inc.
REPORT HUTCH 160523
Contents (continued)
List of Figures
Figure 1 —
Overall Project Area
Figure 2 —
Construction Phasing
Figure 3 —
Sanitary Sewer and Water Main Pipe Sizes
Figure 4 —
North Sanitary Sewer Service Area
Figure 5 —
Future Development Land Use
Figure 6 —
Existing Drainage Conditions
Figure 7 —
Future Drainage Conditions
Figure 8 —
Future Street Alignments
List of Appendices
Appendix A Preliminary Cost Estimate
REPORT HUTCH160523
Report
Northeast Area Infrastructure Study
Prepared for City of Hutchinson, Minnesota
Introduction
The Northeast Area Infrastructure Study provides a preliminary layout of City infrastructure for the
development of the area near the intersection of State Highways 7 and 22. The infrastructure
includes the trunk lines for sanitary sewer, water main, and storm sewer, along with stormwater
ponds. A layout of the core street extensions required to access the area has also been included.
The scope of the study focused on the areas south of the intersection of Highways 7 and 22;
however, a sewer service area was identified for the area directly north of the intersections as
well.
A phasing plan was developed to identify a sequencing for future construction of the underground
infrastructure. A cost estimate was also prepared for each of the phases.
2 Purpose and Background
The purpose of this study is to provide a tool for City staff both now and in the future to respond
to developers regarding utility accessibility, size, location, estimated construction cost, and
construction sequencing for growth areas.
Two previous studies were referenced as part of this analysis: the 1997 Sewer System Plan and
the 2005 Water Distribution Analysis.
This study includes a phased development plan which complements the City's previous utility and
comprehensive planning efforts for this area.
3 Existing Land Use
The land within the Northeast Infrastructure Study area is mostly agricultural with some existing
commercial and industrial development along Highway 7. The study area is bordered by
industrial, commercial, and agricultural areas. The Luce Line Trail bisects the study areas from
east to west. State Highways 7 and 22 bisect the area east -west and north -south, and 5th Avenue
borders the south end of the area. There are also two segments of county ditch within the study
area.
4 Proposed Land Use
The growth in the study area has been identified primarily as commercial and industrial.
Development of various parcels within the study area have been considered, however no formal
development plans have been submitted for use in developing this study. The study is based on
general land use parameters for commercial and industrial development.
HUTCH 160523
Page 1
5
5.1
Infrastructure Improvements
Sanitary Sewer
The study identified six sanitary service areas totaling 848 acres. The future land uses identified
include industrial and commercial.
These service areas are shown in Figure 1. The areas area as follows:
North
524 AC
Northwest
88 AC
Northeast
34 AC
Southeast
56 AC
Southwest
North of 5th Ave 72 AC
South of 5th Ave 22 AC
South
52 AC
Total
848 AC
The areas will be served by a gravity flow sewer system, except for the southeast sewer area.
This low-lying property cannot be served by a gravity flow sewer system, and a lift station would
need to be constructed. An approximate location for the lift station is shown in Figure 2
The sewer areas in the study are served by an existing 24-inch diameter trunk sanitary sewer
located in the southwest service area. Sanitary sewer trunk lines would be extended from this 24-
inch diameter sewer pipe. Generally, the pipe size and depth decrease as the sanitary sewer is
extended. Figure 3 shows only the main trunk lines needed to serve the individual sewer areas.
Not all of the 8-inch diameter sewer lines are shown in the Figures or included in the cost
estimate for servicing growth within the sewer area.
The focus area of the study was south of Highway 7. An overall sewer service area for north of
Highway 7 is shown in Figure 4. Most of this area would be served by the extension of the 18 -
inch sanitary sewer trunk line west of Highway 22; this extension is shown as Phase 3. A smaller
8-inch sanitary sewer extension across Highway 7 east of Highway 22 would provide sewer
service for future commercial development in the area immediately northeast of the Highway 7
and 22 intersections; this extension is shown as Phase 5. As development continues further north
away from the highway, service would be provided by the larger and deeper 18-inch trunk line.
Beyond the highway crossing the trunk lines are not shown in the north sewer service area.
The minimum pipe slopes were used in determining service area based on MPCA
recommendations for maintaining a cleaning velocity of 2 feet per second. The minimum pipe
slopes are as follows:
REPORT
Page 2
HUTCH 160523
5.2
5.3
ILSize of PiplmLminimum
8-inch
SlopeAA
0.40%
10-inch
0.28%
12-inch
0.22%
18-inch
0.12%
24-inch
0.08%
The sanitary sewer pipe sizes, lengths, and depth ranges for each phase are summarized below.
Maximum manhole spacing would be 400 feet.
1A
12
2,070
17 to 17.5
24
690
17.5 to 18
1 B
8
720
7.5 to 13.5
10
2,200
10.5 to 19
2
8
3,900
7.5 to 10.5
3
18
1,000
17.5 to 19
4
8
1,320
7.5 to 17.5
12
1,000
7.0 to 7.5
5
8
750
7.5 to 12
Water Main
The proposed trunk water main extensions are shown in Figure 3. A trunk water main would
parallel the trunk sanitary sewer into all service areas. The 12-inch trunk water mains would be
extended from the existing mains located at the north and east edge of the industrial park. The
12-inch mains would extend easterly, crossing under Highway 22. They would also be extended
north under Highway 7. Ultimately the trunk mains would loop together in a north -south
connection east of the proposed study area. Additional 6-inch and 8-inch diameter mains will be
constructed from the 12-inch water trunk line to accommodate growth within the service areas.
Those smaller mains are not shown in the exhibits or included in the cost estimate.
The 12-inch mainlines would also be extended north under Highway 7 to serve the north service
area. A detailed layout of the water mains north of Highway 22 were outside the scope of this
study.
Storm Sewer
The storm sewer watershed area identified in the study includes a 292-acre area south of Trunk
Highway 7 and immediately adjacent to Trunk Highway.
It is expected that construction within this area will consist of the land uses shown in Figure 5;
commercial development north of the Luce Line Trail, then industrial and commercial south of the
Luce Line Trail. The impervious percentages associated with each future land use are shown on
Figure 5. Table 1 below shows the approximate areas of new impervious surfaces expected with
the Northeast Infrastructure Area.
REPORT
Page 3
HUTCH 160523
5.3.1
5.3.1.1
5.3.1.2
Table 1 — Future Land Uses & Impervious Area
Site quadrant
Future Land Assumed
Total Area
Area of New
Northeast
Commercial 85
75
63.8
Northwest
Commercial 85
57
48.5
Southeast
Commercial 85
63
53.6
Southwest
Industrial 72
84
60.5
Total New Impervious
226.4
With the new impervious areas anticipated, permanent stormwater features will be needed to
properly treat and detain stormwater runoff on site in accordance with local and state regulations.
This section has been prepared to summarize the applicable stormwater regulations and provide
planning -level recommendations for stormwater management features.
Design Criteria
The following section provides a summary of the applicable stormwater management rules and
guidelines for this project. As shown in Table 1, approximately 226 acres of new impervious area
are expected with the Northeast Infrastructure Area. With this amount of new impervious area,
permanent stormwater management features will be required to improve water quality and limit
peak runoff rates for stormwater runoff leaving the site.
The design criteria summarized in the following paragraphs is based on the current regulations at
the time this report was prepared. It is expected that future development within the Northeast
Infrastructure Area may not occur for several years. Each time an area is developed, the most
up-to-date stormwater regulations must be followed which may require additional treatment
and/or rate control beyond what is recommended herein.
Minnesota Pollution Control Agency (MPCA)
The MPCA's regulations associated with the General Construction Stormwater Permit are:
• The MPCA does not require an all -encompassing, project -wide, rate control requirement.
However, discharge rates are regulated based on specific type of BMP used. Specifically,
wet sedimentation basins must be designed such that the water quality volume is not
discharged at greater than 5.66 cfs per acre of surface area of the basin.
• Water quality treatment of 1.0 inch of runoff from new impervious surfaces is required.
City of Hutchinson
Chapter 54 of the Hutchinson City Code provides requirements for design of stormwater
management facilities. The following information is included in the code:
• Under no circumstances shall the 2-, 10- , or 100-year developed peak flow exceed the
2-, 10-, or 100-year existing peak flow.
• Stormwater detention/retention facilities shall be designed according to the most current
practices as reflected in the Nationwide Urban Runoff Program study.
• The adequacy of any outlet used as a discharge point for proposed stormwater
management system must be assessed and documented.
REPORT
Page 4
HUTCH 160523
5.3.2
5.3.3
5.3.3.1
Based on the regulations presented in the preceding paragraphs, the water quality requirement
from the MPCA and the rate control requirement from the City Code will be used to size
stormwater management features for the proposed development.
Although there are some impervious areas within the project area today, the total area of
impervious surfaces today is relatively insignificant compared to the amount of impervious
expected in the future fully -developed condition. Therefore, existing impervious areas were not
considered to reduce the stormwater treatment required on site. As the design of specific
developments within the Northeast Infrastructure Area is prepared, existing impervious areas
could be accounted for to allow for a slight reduction in the volume of ponding needed.
Existing Conditions
The existing drainage patterns and associated watershed are shown on Figure 6. LiDAR data of
the site was used to delineate watersheds for the existing conditions. Most stormwater runoff
generated from the site drains toward the south, discharging overland into County Ditch 19A.
County Ditch 19A flows approximately 2.7 miles south before ultimately draining into the South
Fork of the Crow River. The County Ditch Map shows two drain tile systems within the site that
also discharge into County Ditch 19A. As shown on Figure 6, a small area of offsite drainage is
included in the northwest and northeast quadrants of the site. While areas north of Highway 7
drain to the south toward the site, they are assumed to be drained underground by the County tile
system and therefore were not included in this analysis since only surface flows are modeled.
The USDA's Web Soil Survey data was used to identify the predominant soil type as HSG C/D
within the project area. This soil data was used with aerial photography to assign runoff curve
numbers for each of the existing watersheds shown in Figure 6. A hydrologic model of the
existing conditions was created using HydroCAD with Atlas 14 rainfall depths and the MSE-3
rainfall distribution for a 24-hour event. Since most runoff generated from the site is drained on
the surface into the ditch, there aren't areas of significant stormwater storage on the current
landscape except for the northwest site quadrant. Therefore, only ponding in the northwest
quadrant was modeled for the existing conditions. The peak runoff rates associated with each
existing drainage area were estimated for the 2-,
summarized in Table 2 (attached).
Future Conditions
Stormwater BMPs
10-, and 100-yr, 24-hour rainfall events and are
With Highway 22 and the Luce Line Trail splitting the site, it is expected that future stormwater
management systems will be generally contained within each quadrant. Figure 7 shows the
proposed watersheds which were delineated based on the site quadrants. Figure 7 also shows
the general location and approximate size of the proposed stormwater Best Management
Practices (BMPs). Based on the USDA's Web Soil Survey data showing predominantly HSG C/D
soils on site, it is expected that each of the stormwater BMPs shown on Figure 3 will be wet
ponds. This BMP type was selected through coordination with the City, but alternative BMP types
such as filtration basins could be considered during final design.
Tables 2 and 3 (attached) provide information about the BMP design criteria, HydroCAD
modeling results, and assumed pond elevations, dimensions and areas. The information
presented in Tables 2 and 3 corresponds to the conceptual -level design that was completed at
this time. For all of the proposed wet ponds, a permanent pool with a depth of 5 feet was
REPORT
Page 5
HUTCH 160523
5.3.3.2
5.3.3.3
5.3.3.4
assumed. This exceeds the minimum required depth of 3 feet to allow for more sediment storage
and less frequent pond cleanout. All of the wet ponds were assumed to have consistent side
slopes of 4H:1 V for this conceptual -level design, but during final design these slopes could be
changed to 3H:1 V and a 10 foot safety ledge should be added at the normal water elevation. In
addition to the safety ledge, other components of the ponds such as adequate maintenance
access and stabilized overflow routes or easements should be included in the final design.
Table 2 shows the peak discharge rates for existing and proposed conditions for each watershed.
For the northwest quadrant of the site, the HydroCAD modeling showed that the depressional
storage available in the watershed would contain all modeled rainfall events, therefore a peak
flow of 0.0 cfs is reported. For the proposed condition, the Pond NW-1 will discharge from the
watershed, but this discharge is routed to Pond SW-1, and then routed to SW-2 prior to discharge
into the County Ditch. From a rate control perspective, the peak flow rate discharging into the
ditch from SW-2 in the existing and proposed conditions is the focus of the design. The peak
flows from Pond NW-1 and SW-1 are not a design control since the ponds do not discharge
offsite. Table 2 shows that all ponds provide adequate dead storage, water quality treatment and
rate control. One design criterion that could be improved during final design is the freeboard of
each pond. The minimum freeboard design is 1 foot.
Ponds were sized to account for the offsite stormwater runoff that is routed through the site. The
ponds shown on Figure 7 correspond to the dimensions of the top contour of the pond presented
in Table 3. The final shape and size of the ponds is expected to be refined during final design.
Storm Sewel
Conceptual -level layouts and sizing of storm sewer trunk lines have been prepared and are
shown on Figure 7. The pipe sizes shown on Figure 7 are based on the capacity needed to
convey the 10-yr rainfall event with full development in each phase. The storm sewer alignment
shown is generally based on the proposed roadway alignments. Similar to the stormwater BMP
designs, the storm sewer design is expected to be modified as the final designs are prepared for
each phase of the construction. The layout and sizes shown on Figure 7 is provided for planning
purposes.
Other Uonsiderations
As noted previously herein, the McLeod County Ditch map shows two tile systems within the site
that discharge into County Ditch 19A. It is expected that these tile systems will be encountered
during construction. Modifications to these systems will likely need to be coordinated with
McLeod County. The storm sewer design described previously herein assumes that the existing
tile systems will remain in service and will not be directly connected to the storm sewer system. If
the tile systems are instead connected to the storm sewer system, it is likely that additional
capacity will be needed, resulting in larger storm sewer pipe sizes.
Conclusions
Permanent stormwater management features will be needed for the Hutchinson Northeast
Infrastructure Area to meet state and local requirements. The proposed development is expected
to include the introduction of approximately 226 acres of impervious surfaces. Stormwater runoff
generated by the future development is planned to be treated by four wet ponds prior to
discharge into the County Ditch system. The proposed ponds provide peak flow attenuation and
water quality treatment for stormwater runoff. The proposed pond locations and approximate
sizes are shown on Figure 6 and summarized in Tables 2 and 3. Strom sewer systems will also
REPORT
Page 6
HUTCH 160523
be needed to drain stormwater runoff to the ponds and into the County Ditch system. The
conceptual -level layout and sizing of trunk storm sewer systems in shown on Figure 6.
5.4 Streets
During the preparation of the study, two street segments were identified as integral to the utility
extensions as part of a future infrastructure plan. These segments are shown in Figure 8. It is
anticipated that other streets will be constructed within the overall planning area but were not
included as part of this high level utility planning effort. The street segments identified in this
planning document are included in the cost estimate. The streets costs are based on a street
width of 39 feet back of curb to back of curb and constructed to a 10 ton design standard.
5.5 Right-of-way and Easements
Right-of-way or permanent easement will be required to construct the underground utility and
street improvements outlined in the study. Property ownership based on 2021 McLeod County
GIS land records are shown on the exhibits. Right-of-way widths of 66 feet were assumed for the
street and utility corridors. These widths should be confirmed during final design to ensure they
will accommodate both utility and street improvements. Additional width may be required to
accommodate the larger storm sewer pipe and deeper sanitary sewer pipes. Easements will also
be required to accommodate the storm water ponds and pond outfall piping.
5.6 Highway and Trail Crossings
The study area includes utility crossings of both State Highways 7 and 22 as well as the Luce
Line (DNR) Trail. These crossings will need to be completed by horizontal direction drill or a jack
and bore installation. It is assumed that a casing pipe will be required for both the sanitary sewer
and water main pipes. Final crossing locations will need to be approved by the agency through
their permit process.
5.7 Other Considerations
The preliminary layout for a portion of Phase 2 shows a segment of water main and sanitary
sewer directly adjacent and parallel to the Luce Line Trail. This area is low-lying and appears to
be poorly drained. It may include some designated wetlands. During final design consideration
should be given to avoid impacting wetlands by alternate construction methods such as
horizontal directional drilling or by shifting the pipe alignment outside the wetland area. There is a
large electrical transmission line in this corridor near the trail. An alternate alignment along the
south side of Highway 7 could be considered for the Phase 2 pipe extension. This alternate
alignment would avoid both the wetlands and the electrical transmission line, but may impact the
Highway 7 right-of-way. The alternate alignment would require a segment of Phase 3, south of
Highway 7, to be constructed with Phase 2.
6 Construction Phasing
The extension of the sanitary sewer trunk line has been separated into multiple phases and is
shown in Figure 2. These phases identify the sequence for extending infrastructure into each of
the service areas. Phases could be combined to extend the infrastructure into multiple locations.
Phase 1 is subdivided into a segment A and B. If storm sewer improvements were proposed to
be constructed in Phase 1A, then the storm sewer portion of Phase 1 B would also need to be
constructed to provide an outlet for the storm sewer system. The cost of constructing the Phase
REPORT HUTCH160523
Page 7
7
1B storm sewer to service Phase 1Awould be $1,200,000. Phase 1A could only be a standalone
project if its sole intent was to provide sewer and water service to the existing development or as
a way to provide sewer and water service for Phase 3, 4, and 5.
Project Cost Estimate
A cost estimate is included in the study for each of the phases. The detailed cost estimate is
included in the appendix. The cost estimate is based on average costs in 2021 for the Hutchinson
area. The cost estimate does include a budget for engineering and surveying costs to develop
the project plans and complete the construction administration or costs for right-of-way
acquisition:
The estimated costs for each phase are as follows:
Phase 1A
$3,170,000
Phase 1 B
$3,488,000
Phase 2
$1,032,000
Phase 3
$953,000
Phase 4
$3,367,000
Phase 5
$617,000
Total Project Cost
$12,627,000
Is
REPORT
Page 8
HUTCH 160523
Tables
Table 2 — Summary of Pond Design Criteria
& HydroCAD Modeling Results
Table 3 — Summary of Assumed Pond
Elevations, Dimensions, & Areas
Table 2. Summary of Pond Design Criteria & HydroCAD Modeling Results
Pond NW-1
Pond SW-1
Pond SW-2
Pond SE-1
Normal Water Level
1054
1053
1052
1052
Pond Top Elevation
1060
1060
1059
1058
Pond Bottom Elevation
1049
1048
1047
1047
100-yr HWL
1059.4
1059.4
1057.0
1057.5
Existing
Conditions
2-yr Peak Flow (cfs)
0.0
48.6
33.8
10-yr Peak Flow (cfs)
0.0
89.2
62.0
100-yr Peak Flow (cfs)
0.0
180.6
125.7
Proposed
Conditions
2-yr Peak Flow (cfs)
25.4
21.1
21.7
32.8
10-yr Peak Flow (cfs)
44.1
39.0
41.2
62.9
100-yr Peak Flow (cfs)
67.3
58.7
64.0
113.4
Area Draining to Pond (ac)
73.2
39.1
39.1
148.0
Dead Storage Requirement (ac-ft)
3.0
1.6
1.6
6.1
Dead Storage Provided (ac-ft)
14.5
8.0
11.5
33.8
Impervious Area Draining to Pond (ac)
48.5
30.2
30.3
117.4
Water Quality Volume Requirement (ac-ft)
4.04
2.52
2.53
9.78
Water Quality Volume Provided (ac-ft)
6.88
4.66
4.34
20.15
Notes:
For the existing conditions, no discharge from the NW Quadrant is expected because of the ponding available in
the low area north of the trail.
For the proposed conditions, pond NW-1 discharges into SW-1, which discharges into SW-2. Only SW-2
discharges into the drainage ditch on the west side of Higway 22. Therefore the discharge rates reported for NW-
1 and SW-1 can be disregarded as these ponds do not discharge offsite.
Table 3. Summary of Assumed Pond Elevations, Dimensions & Areas
Pond NW-1
Pond SW-1
Pond SW-2
Pond SE-1
NWL
1054
1053
1052
1052
Area at NWL (ac)
3.4
2.2
2.6
7.6
Pond Length at NWL (ft)
1000
1300
500
1800
Pond Width at NWL (ft)
150
75
225
185
Check Pond Area (ac)
3.4
2.2
2.6
7.6
Assumed Side Slope (_H:1 V)
4.0
4.0
4.0
4.0
Pond Top Elevation
1060
1060
1059
1058
Pond Length at Top (ft)
1048
1356
556
1848
Lond Width at Top (ft)
198
131
281
233
Area at Top (ac)
4.8
4.1
3.6
9.9
Pond Bottom Elevation
1049
1048
1047
1047
Pond Length at Bottom (ft)
960
1260
460
1760
Pond Width at Bottom (ft)
110
35
185
145
Area at Bottom (ac)
2.4
1.0
2.0
5.9
Figures
Figure 1 —Overall Project Area
Figure 2 — Construction Phasing
Figure 3 — Sanitary Sewer and Water Main Pipe Sizes
Figure 4 — North Sanitary Sewer Service Area
Figure 5 — Future Development Land Use
Figure 6 — Existing Drainage Conditions
Figure 7 — Future Drainage Conditions
Figure 8 — Future Street Alignments
200th St.
Legend
■ LiftStation
— Sanitary Sewer
i
Water Main
Construction Staging
PHASE 1A
PHASE 1B
Sewer Area North - PHASE 2
- PHASE 3
PHASE 4
PHASE 5
City Limits
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■ LiftStation
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Water Main
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PHASE 1A
PHASE 1B
PHASE 2
PHASE 3
',aor,a
- PHASE 4
PHASE 5
City Limits
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FILE No. HUTCHINSON NORTHEAST
160523 AREA INFRASTRUCTURE STUDY Figure,
SEH DATE: SOUTHAREA
412112022
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FILE NO. HUTCHINSON NORTHEAST
160523 AREA INFRASTRUCTURE STUDY Fig3 re
SEH DATE: SOUTHAREA
412112022
a Gmr
Legend
- Sanitary Sewer
- Water Main
Construction Staging
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20M Sr. PHASE 1B
PHASE 2
- PHASE 3
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� Feer
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! City Limits
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(72 0 Imp.) I Q Project Boundary
Assumed Future Land Uses
I
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J FILE NO. FUTURE DEVELOPMENT Figure
Impervious percentages shown below land use are based on Table 2.2 of -- ��, 60523 g
NRCS/SCS TR-55. SEH DATE: HUTCHINSON NORTHEAST 5
4/27/2022 AREA INFRASTRUCTURE STUDY
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STORAGE AREA
Legend
D04mb azo ✓ County Ditch 19A (Open Ditch)
Flow Direction
Q Existing Drainage Areas
m
0 350 700 1,400
Feet
SEH IFILE NO. EXISTING DRAINAGE Figure
160523 I
DATE I HUTCHINSON NORTHEAST 6
04/27/2022 AREA INFRASTRUCTURE STUDY
�4C� 4a
800 LF 60"
RCP @ 0:4% 600 LF 48"
— RCP @ 0.3% •--
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500 LF 72"
RCP @ 0.4%
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RCP @ 0.1% Q Proposed Drainage Areas
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— Proposed Storm Sewer
100 LF 48"-
Imo@
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J FILE NO. FUTURE CONDITIONS Figure
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EH I DATE: I HUTCHINSON NORTHEAST 7
04/27/2022 AREA INFRASTRUCTURE STUDY
Legend
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i JI-1
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PHASE 1B
Sewer Area NW i -
i '----.� —PHASE 2
— -- --- _--------- _ -PHASE 3
--- --- - —------------ - --
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Sewer Area SW Sewer Area SE PHASES
_ _ _ _ City Limits
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FILE NO. HUTCHINSON NORTHEAST
160523 AREA INFRASTRUCTURE STUDY Figaure
SEH DATE: SOUTHAREA
412112022
Appendix A
Preliminary Cost Estimate
ENGINEER'S ESTIMATE
NORTHEAST AREA INFRASTRUCTURE STUDY
HUTCHINSON, MINNESOTA
SEH NO. HUTCH 160523
APRIL 27, 2022
PROJECT AREA
TOTAL ESTIMATED
PROJECT COST
TOTAL ESTIMATED
STREET COST
TOTAL ESTIMATED
STORM SEWER COST
TOTAL ESTIMATED
WATERMAIN COST
TOTAL ESTIMATED
SANITARY SEWER COST
PHASE 1A
$3,170,000
$1,128,000
$1,140,000
$490,000
$413,000
PHASE 1 B
$3,488,000
$1,417,000
$1,221,000
$502,000
$348,000
PHASE 2
$1,032,000
$160,000
$0
$497,000
$375,000
PHASE 3
$953,000
$522,000
$128,000
$148,000
$156,000
PHASE 4
$3,367,000
$1,096,000
$1,584,000
$399,000
$288,000
PHASE 5
$617,000
$258,000
$128,000
$151,000
$80,000
TOTAL PROJECT AREA
$12,627,000
$4,581,000
$4,201,000
$2,187,000
$1,660,000
MELNI- ENGNE-S E-
INI . . . - �1-
Ml-
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c HUTCHINSON CITY COUNCIL
HUTCHINSON Request for Board Action
A CITY ON PURPOSE.
Resolution 15480 Providing for the Issuance and Sale of General Obligation
Agenda Item: Bonds, Series 2022A, in the Proposed Aggregate Principal Amount of $6,150,000
Department: Finance
LICENSE SECTION
Meeting Date: 8/9/2022
Application Complete N/A
Contact: Andy Reid
Agenda Item Type:
Presenter: Nick Anhut
Reviewed by Staff ❑�
New Business
Time Requested (Minutes): 5
License Contingency N/A
Attachments: Yes
BACKGROUND/EXPLANATION OFAGENDA ITEM:
Nick Anhut from Ehlers will present the 2022 pre -sale report for the issuance of General Obligation bonds
with a total estimated par value of $6,150,000. The par value for this issuance includes the following
components:
$2,150,000 - The 2022 Pavement Management Program (15-year debt)
- Street and infrastructure improvements west of Linden Park
$4,000,000 - Final financing for the new Police Facility construction project (25-year debt)
- Issued $7,320,000 in 2021; total two-year bonding equals $11,320,000
- Total cash reserves used on project is estimated at $3,150,000
- Proceeds from the sale of the existing PD and EOC will be put into reserve funds
The first step in this process is for council to authorize a resolution to move forward with providing a bond
issuance to finance the improvement costs. Once the resolution is approved, Ehlers, who is the City's
financial advisor, will initiate the process. Ehlers will compile documents with city staff assistance,
coordinate a bond rating call with city staff and solicit competitive bids on behalf of the City of Hutchinson.
The proposed Debt Issuance Schedule is provided within the Pre -Sale Report which accompanies this
board action form.
The bond sale will be awarded to the winning bidder at the September 13th council meeting and the bond
proceeds are expected to be received in October. The debt will be repaid by the City's debt tax levy and
special assessments levied against benefiting property owners.
BOARD ACTION REQUESTED:
Approve Resolution 15480
Fiscal Impact: Funding Source:
FTE Impact: Budget Change: No
Included in current budget: No
PROJECT SECTION:
Total Project Cost:
Total City Cost: Funding Source: N/A
Remaining Cost: $ 0.00 Funding Source: N/A
Council Member
Resolution No. 15480
introduced the following resolution and moved its adoption:
RESOLUTION PROVIDING FOR THE ISSUANCE AND SALE OF GENERAL
OBLIGATION BONDS, SERIES 2022A, IN THE PROPOSED AGGREGATE
PRINCIPAL AMOUNT OF $6,150,000
A. WHEREAS, the City Council of Hutchinson, Minnesota has heretofore determined that it is necessary
and expedient to issue General Obligation Bonds, Series 2022A (the 'Bonds"), in the proposed
aggregate principal amount of $6,150,000 to finance portions of the 2022 Pavement Management
Program and Police Facility project in the City; and
E. WHEREAS, the City has retained Ehlers & Associates, Inc., in Roseville, Minnesota ("Ehlers"), as its
independent municipal advisor for the Bonds in accordance with Minnesota Statutes, Section 475.60,
Subdivision 2(9);
NOW, THEREFORE, BE IT RESOLVED by the City Council of Hutchinson, Minnesota, as follows:
1. Authorization: Findings. The City Council hereby authorizes Ehlers to assist the City for the sale of
the Bonds.
2. Meeting, Proposal Opening. The City Council shall meet at 5:30 p.m. on September 13, 2022, for the
purpose of considering proposals for and awarding the sale of the Bonds.
3. Official Statement. In connection with said sale, the officers or employees of the City are hereby
authorized to cooperate with Ehlers and participate in the preparation of an official statement for the
Bonds and to execute and deliver it on behalf of the City upon its completion.
The motion for the adoption of the foregoing resolution was duly seconded by Council Member
and, after full discussion thereof and upon a vote being taken thereon, the
following Council Members voted in favor thereof:
and the following voted against the same:
Whereupon said resolution was declared duly passed and adopted.
Dated this 9' day of August, 2022.
Matthew Jaunich
City Administrator
August 9, 2022
PRE -SALE REPORT FOR
City of Hutchinson, Minnesota
$6,150,000 General Obligation Bonds, Series 2022A
rg'%'EHLERS
0 PUBLIC FINANCE ADVISORS
Prepared by:
Ehlers
3060 Centre Pointe Drive
Roseville, MN 55113
Advisors:
Nick Anhut, Senior Municipal Advisor
Bruce Kimmel, Senior Municipal Advisor
BUILDING COMMUNITIES. IT'S WHAT WE DO.
BUILDING COMMUNITIES. IT'S WHAT WE DO. infoa,ehlers-inc.com 1 (800) 552-1171 www.ehlers-inc.com
Proposed Issue:
$6,150,000 General Obligation Bonds, Series 2022A (the "Bonds")
Purposes:
The proposed issue includes tax-exempt, fixed-rate financing for portions of the costs of the
City's 2022 pavement management program and police facility project. Inclusive of estimated
financing costs, the Bonds will be allocated as follows:
• $2,150,000 Street Reconstruction Bonds portion. Debt service will be paid from a
combination of tax levy and special assessments. The assessment revenues will be
collected over a 10-year period starting in 2023, and the ad valorem property tax
levy over a 15-year period starting in 2023.
• $4,000,000 CIP Bonds portion for the police facility. Debt service will be paid from
ad valorem property taxes collected from 2023 to 2051.
Authority:
The Bonds will be general obligations of the City for which its full faith, credit and taxing
powers are pledged, and are being issued pursuant to Minnesota Statutes, Chapters 475
(Street Reconstruction and CIP portions). The Bonds will count against the City's statutory
Net Debt Limit set at 3% of the current Estimated Market Value (EMV) of the City, or
$36,677,799. The City has $7.3 million of outstanding debt subject to the limit. Including the
Bonds, the City will have $23.2 million in remaining capacity for future needs.
Under Chapter 475, the City may issue general obligation bonds for capital improvements to
certain facilities without a referendum after a public hearing and 30-day reverse referendum
period. The City Council held its CIP hearing in May, 2021 and did not receive a petition.
Also under Chapter 475, the City may issue Street Reconstruction Bonds for designated
projects after approval at a public hearing and 30-day petition period. The City Council held
the public hearing in June, 2022 without petition.
Term/Call Feature:
The Bonds are being issued for a term of 29 years, four months in total. Principal on the Bonds
will be due on February 1 in the years 2024 through 2052. Interest is payable every six months
beginning August 1, 2023. The Bonds will be offered with a call provision allowing prepayment
at the City's discretion on February 1, 2032 or any date thereafter without penalty.
Bank Qualification:
Because the City is expecting to issue no more than $10 million in tax exempt debt during the
calendar year, the City will can designate the Bonds as "bank qualified" obligations. Bank
qualified status broadens the market for the Bonds, which can result in lower interest rates.
Presale Report August 9, 2022
City of Hutchinson, Minnesota Page 1
Rating:
The City's most recent bond issues were rated by S&P Global Ratings. The current rating on
those bonds is "AA-". The City will request a new rating evaluation to apply that rating to the
Bonds' offering.
Method of Sale/Placement:
We are recommending the Bonds be issued as municipal securities and offered through a
competitive underwriting process. We will solicit competitive bids for the purchase of the
Bonds from underwriters and banks.
We will include an allowance for discount bidding in the terms of the issue. The discount is
treated as an interest item and provides the underwriter with all or a portion of their
compensation in the transaction. If the Bonds are purchased at a price greater than the
minimum bid amount (maximum discount), the unused allowance may be used to reduce the
final borrowing amount.
Premium Pricing:
In most cases, investors in municipal bonds prefer "premium" pricing structures. A premium
is achieved when the coupon for any maturity (the interest rate paid by the issuer) exceeds
the yield to the investor, requiring a price paid that is greater than the face value of the
bonds. The sum of the amounts paid in excess of face value is considered "reoffering
premium." The underwriter of the bonds will retain a portion of this reoffering premium as
their compensation (the "discount") but will pay the remainder of the premium to the City in
the form of additional proceeds.
The amount of the premium varies, but it is not uncommon to see premiums for new issues in
the range of 2.0% to 10.0% of the face amount of the issue. This means that a $6,000,000
offering may receive bids that result in proceeds of $6,120,000 to $6,600,000.
Ehlers will identify appropriate premium restrictions for the Bonds intended to achieve the
City's objectives for this financing. For this issue of Bonds we have been directed to use any
net premium to reduce the size of the issue. This will minimize repayment and borrow only
the net proceeds necessary for the project. The resulting adjustments may slightly change
the calculation of true interest cost of the issue, either up or down.
Review of Existing Debt:
We have reviewed all outstanding indebtedness for the City and find that there are no viable
refunding opportunities at this time. We will continue to monitor the market and call dates of
the City's outstanding debt to alert you to any future refunding opportunities as they arise.
Continuing Disclosure:
The City will be agreeing to provide certain updated Annual Financial Information and its
Audited Financial Statement annually, as well as providing notices of the occurrence of certain
reportable events to the Municipal Securities Rulemaking Board (the "MSRB"), as required by
rules of the Securities and Exchange Commission (SEC). The City is already obligated to
provide such reports for its existing bonds and uses Ehlers to prepare and file the reports.
Presale Report August 9, 2022
City of Hutchinson, Minnesota Page 2
Arbitrage Monitoring:
The City must ensure compliance with certain sections of the Internal Revenue Code and
Treasury Regulations ("Arbitrage Rules") throughout the life of the issue to maintain the tax-
exempt status of the Bonds. These Arbitrage Rules apply to amounts held in construction
and debt service account(s), along with related investment income on each fund/account.
IRS audits will verify compliance with rebate, yield restriction and records retention
requirements within the Arbitrage Rules. The City's specific arbitrage responsibilities will be
detailed in the Signature, No -Litigation, Arbitrage Certificate (the "Tax Compliance
Document") prepared by your Bond Attorney and provided at closing.
We recommend that the City review its specific responsibilities related to the Bonds with an
arbitrage expert in order to utilize one or more of the exceptions to the Arbitrage Rules by
meeting 1) spend down requirements, 2) bona fide debt service fund limits, 3) investments
yield restrictions, or 4) de minimis rules. We recommend that the City review its specific
responsibilities related to the Bonds with an arbitrage expert for compliance with these rules.
Other Service Providers:
This debt issuance will require the engagement of other public finance service providers. This
section identifies those other service providers, so Ehlers can coordinate their engagement
on your behalf. Where you have previously used a particular firm to provide a service, we
have assumed that you will continue that relationship. Fees charged by these service
providers will be paid from proceeds of the obligation, unless you notify us that you wish to
pay them from other sources. Our pre -sale bond sizing includes a good faith estimate of these
fees, but the final fees may vary.
Bond Counsel: Dorsey and Whitney, LLP
Paying Agent: Bond Trust Services Corporation
Rating Agency: Standard & Poor's Global Ratings (S&P)
Please contact us with any questions pertaining to the identified service providers
Basis for Recommendation:
Based on our advisory relationship and the City's communicated objectives, we are
recommending the issuance of Bonds as a suitable option to finance the 2022 street
reconstruction projects and police station. The basis for this recommendation follows:
• The issuance is consistent with the City's practices for financing its large-scale capital
projects and repayment is structured to fit within long-term financial plans
• General Obligation pledge and tax -exemption can result in lower interest rates that
most other financing options available to the City
• The method of sale process identified complies with City policy as well as best practices
endorsed by the Government Finance Officers Association (GFOA).
Summary:
The decisions to be made by the City Council are to accept or modify the finance assumptions
described in this report and consider a resolution for a competitive bond sale to be held
September 13, 2022.
Presale Report August 9, 2022
City of Hutchinson, Minnesota Page 3
Pre -Sale Review by City Council:
August 9, 2022
Due Diligence Call to review Official Statement:
Week of August 2911
Conference with Rating Agency:
Week of August 291"
Distribute Official Statement:
September 1, 2022
City Council Meeting to Award Sale of the Bonds:
September 13, 2022
Estimated Closing Date:
August 4, 2022
Attachments
Estimated Sources and Uses of Funds
Estimated Debt Service Schedules
Nick Anhut, Senior Municipal Advisor
(651) 697-8507
Bruce Kimmel, Senior Municipal Advisor
(651) 697-8572
Silvia Johnson, Senior Public Finance Analyst
(651) 697-8580
Alicia Gage, Senior Financial Analyst
(651) 697-8551
Presale Report August 9, 2022
City of Hutchinson, Minnesota Page 4
Hutchinson, Minnesota
$6,150,000 General Obligation Bonds, Series 2022A
Issue Summary
Assumes Current Market BQ AA- Rates plus 35bps
Total Issue Sources And Uses
Dated 10/06/2022 1 Delivered 10/06/2022
Street Issue
CIP Reconstruction Summary
Sources Of Funds
Par Amount of Bonds $4,000,000.00 $2,150,000.00 $6,150,000.00
Total Sources $4,000,000.00 $2,1509000.00 $6,150,000.00
Uses Of Funds
Total Underwriter's Discount (1.200%) 48,000.00 25,800.00 73,800.00
Costs of Issuance 45,528.46 24,471.54 70,000.00
Deposit to Project Fund 3,906,471.54 2,099,728.46 6,006,200.00
Total Uses
$4,0009000.00 $2,150,000.00 $691509000.00
Series 2022A GO Bonds - P I Issue Summary 1 8/ 4/2022 1 2:32 PM
EHLERS
PUBLIC FINANCE ADVISOR'
Hutchinson, Minnesota
$6,150,000 General Obligation Bonds, Series 2022A
Issue Summary
Assumes Current Market BQ AA- Rates plus 35bps
Estimated Debt Service Schedule
Date
Principal
Coupon
Interest
Total P+I
Fiscal Total
10/06/2022
-
-
-
-
-
08/01/2023
-
-
159,926.88
159,926.88
-
02/01/2024
110,000.00
2.050%
97,582.50
207,582.50
367,509.38
08/01/2024
-
-
96,455.00
96,455.00
-
02/01/2025
310,000.00
2200%
96,455.00
406,455.00
502,910.00
08/01/2025
-
-
93,045.00
93,045.00
-
02/01/2026
305,000.00
2.300%
93,045.00
398,045.00
491,090.00
08/01/2026
-
-
89,537.50
89,537.50
-
02/01/2027
235,000.00
2.400%
89,537.50
324,537.50
414,075.00
02/01/2028
280,000.00
2.400%
86,717.50
366,717.50
453,435.00
08/01/2028
-
-
83,357.50
83,357.50
-
02/01/2029
330,000.00
2.550%
83,357.50
413,357.50
496,715.00
08/01/2029
-
-
79,150.00
79,150.00
-
02/01/2030
275,000.00
2.650%
79,150.00
354,150.00
433,300.00
08/01 /2030
-
-
75,S06 25
75,506 25
-
02/01/2031
360,000.00
2.750%
75,50625
435,50625
511,012.50
08/01/2031
-
-
70,55625
70,55625
-
02/01/2032
380,000.00
2.850%
70,55625
450,55625
521,112.50
08/01/2032
65,14125
65,14125
02/01/2033
355,000.00
2.950%
65,14125
420,14125
485,282.50
08/01/2033
-
-
59,905.00
59,905.00
-
02/01/2034
320,000.00
3.100%
59,905.00
379,905.00
439,810.00
08/01/2034
-
-
54,945.00
54,945.00
-
02/01/2035
305,000.00
3.200%
54,945.00
359,945.00
414,890.00
08/01/2035
-
-
50,065.00
50,065.00
-
02/01/2036
270,000.00
3.350%
50,065.00
320,065.00
370,130.00
08/01/2036
-
-
45,542.50
45,542.50
-
02/01/2037
255,000.00
3.450%
45,542.50
300,542.50
346,085.00
08/01/2037
41,143.75
41,143.75
02/01/2038
265,000.00
3.550%
41,143.75
306,143.75
347,287.50
08/01/2038
-
-
36,440.00
36,440.00
-
02/01/2039
115,000.00
3.650%
36,440.00
151,440.00
187,880.00
08/01/2039
-
-
34,34125
34,34125
-
02/01/2040
100,000.00
3.650%
34,34125
134,34125
168,682.50
08/01/2040
-
-
32,516.25
32,51625
-
02/01/2041
105,000.00
3.850%
32,516.25
137,51625
170,032.50
08/01/2041
-
-
30,495.00
30,495.00
-
02/01/2042
110,000.00
3.900%
30,495.00
140,495.00
170,990.00
08/01/2042
28,350.00
28,350.00
02/01/2043
115,000.00
4.000%
28,350.00
143,350.00
171,700.00
08/01/2043
-
-
26,050.00
26,050.00
-
02/01/2044
120,000.00
4.050%
26,050.00
146,050.00
172,100.00
08/01/2044
-
-
23,620.00
23,620.00
-
02/01/2045
120,000.00
4.100%
23,620.00
143,620.00
167,240.00
08/01/2045
-
-
21,160.00
21,160.00
-
02/01/2046
125,000.00
4.100%
21,160.00
146,160.00
167,320.00
08/01/2046
-
-
18,597.50
18,597.50
-
02/01/2047
130,000.00
4.150%
18,597.50
148,597.50
167,195.00
08/01/2047
-
-
15,900.00
15,900.00
-
02/01/2048
140,000.00
4.150%
15,900.00
155,900.00
171,800.00
08/01/2048
-
-
12,995.00
12,995.00
-
02/01/2049
145,000.00
4.200%
12,995.00
157,995.00
170,990.00
08/01/2049
-
-
9,950.00
9,950.00
-
02/01/2050
150,000.00
4.200%
9,950.00
159,950.00
169,900.00
08/01/2050
-
-
6,800.00
6,800.00
-
02/01/2051
155,000.00
4.250%
6,800.00
161,800.00
168,600.00
08/01/2051
-
-
3,50625
3,50625
-
02/01/2052
165,000.00
4.250%
3,50625
168,506.25
172,012.50
Total $6,150,000.00 - $2,841,086.88 $8,991,086.88 -
Yield Statistics
Bond Year Dollars
$79,359.58
Average Life
12.904 Years
Average Coupon
3.5800174%
Net Interest Cost (NIC)
True Interest Cost (TIC)
3.6730118%
3.6274256%
Bond Yield for Arbitrage Pluposes
3.5044264%
All Inclusive Cost (AIC)
3.7462350%
IRS Form 8038
Net Interest Cost 3.5800174%
Weiehted Average Maturity 12.904 Years
Series 2022A GO Bonds -P I Issue Summary 1 8142022 1 2:32 PM
PEHLER!
Hutchinson, Minnesota
$4,000,000 General Obligation Bonds, Series 2022A
CIP Portion Only
Estimated Debt Service and Levy Schedule
105%
Date
Principal
Coupon
Interest
Total P+I
Levy
02/01/2023
-
-
-
02/01/2024
-
-
177,560.94
177,560.94
186,438.99
02/01/2025
180,000.00
2.200%
134,572.50
314,572.50
330,301.13
02/01/2026
170,000.00
2.300%
130,612.50
300,612.50
315,643.13
02/01/2027
100,000.00
2.400%
126,702.50
226,702.50
238,037.63
02/01/2028
140,000.00
2.400%
124,302.50
264,302.50
277,517.63
02/01/2029
190,000.00
2.550%
120,942.50
310,942.50
326,499.63
02/01/2030
130,000.00
2.650%
116,097.50
246,097.50
258,402.38
02/01/2031
215,000.00
2.750%
112,652.50
327,652.50
344,035.13
02/01/2032
230,000.00
2.850%
106,740.00
336,740.00
353,577.00
02/01/2033
200,000.00
2.950%
100,185.00
300,185.00
315,194.25
02/01/2034
175,000.00
3.100%
94,285.00
269,285.00
282,749.25
02/01/2035
155,000.00
3.200%
88,860.00
243,860.00
256,053.00
02/01/2036
120,000.00
3.350%
83,900.00
203,900.00
214,095.00
02/01/2037
100,000.00
3.450%
79,880.00
179,880.00
188,874.00
02/01/2038
100,000.00
3.550%
76,430.00
176,430.00
185,251.50
02/01/2039
115,000.00
3.650%
72,880.00
187,880.00
197,274.00
02/01/2040
100,000.00
3.650%
68,682.50
168,682.50
177,116.63
02/01/2041
105,000.00
3.850%
65,032.50
170,032.50
178,534.13
02/01/2042
110,000.00
3.900%
60,990.00
170,990.00
179,539.50
02/01/2043
115,000.00
4.000%
56,700.00
171,700.00
180,285.00
02/01/2044
120,000.00
4.050%
52,100.00
172,100.00
180,705.00
02/01/2045
120,000.00
4.100%
47,240.00
167,240.00
175,602.00
02/01/2046
125,000.00
4.100%
42,320.00
167,320.00
175,686.00
02/01/2047
130,000.00
4.150%
37,195.00
167,195.00
175,554.75
02/01/2048
140,000.00
4.150%
31,800.00
171,800.00
180,390.00
02/01/2049
145,000.00
4.200%
25,990.00
170,990.00
179,539.50
02/01/2050
150,000.00
4.200%
19,900.00
169,900.00
178,395.00
02/01/2051
155,000.00
4.250%
13,600.00
168,600.00
177,030.00
02/01/2052
165.000.00
4.250%
7.012.50
172.012.50
180.613.13
Total $4,0009000.00 -
$2,275,165.94 $6,275,165.94 $6,588,924.24
Significant Dates
Dated
First Coupon Date
Yield Statistics
10/06/2022
8/01/2023
Bond Year Dollars
$60,752.78
Average Life
15.188 Years
Average Coupon
3.7449579%
Net Interest Cost (NIC)
3.8239666%
True Interest Cost (TIC)
3.7825559%
Bond Yield for Arbitrage Purposes
3.5044264%
All Inclusive Cost (AIC)
3.8885134%
IRS Form 8038
Net Interest Cost
3.7449579%
Weighted Average Maturity
15.188 Years
Series 2022A GO Bonds - P I CIP 1 8/ 4/2022 1 2:32 PM
14EHLERS
0 PUBLIC FINANCE ADVISORS
Hutchinson, Minnesota
$2,150,000 General Obligation Bonds, Series
2022A Street Reconstruction Portion Only
Estimated Debt Service and Levy Schedule
Date Principal Coupon Interest Total P+I 105% of Total Assessments Levy
02/01/2023
-
-
-
-
-
-
02/01/2024
110,000.00
2.050%
79,948.44
189,948.44
199,445.86
21,841.87
177,603.99
02/01/2025
130,000.00
2.200%
58,337.50
188,337.50
197,754.38
21,195.84
176,558.54
02/01/2026
135,000.00
2.300%
55,477.50
190,477.50
200,001.38
20,549.82
179,451.56
02/01/2027
135,000.00
2.400%
52,372.50
187,372.50
196,741.13
19,903.80
176,837.33
02/01/2028
140,000.00
2.400%
49,132.50
189,132.50
198,589.13
19,257.76
179,331.37
02/01/2029
140,000.00
2.550%
45,772.50
185,772.50
195,061.13
18,611.74
176,449.39
02/01/2030
145,000.00
2.650%
42,202.50
187,202.50
196,562.63
17,965.70
178,596.93
02/01/2031
145,000.00
2.750%
38,360.00
183,360.00
192,528.00
17,319.68
175,208.32
02/01/2032
150,000.00
2.850%
34,372.50
184,372.50
193,591.13
16,673.66
176,917.47
02/01/2033
155,000.00
2.950%
30,097.50
185,097.50
194,352.38
16,027.62
178,324.76
02/01/2034
145,000.00
3.100%
25,525.00
170,525.00
179,051.25
-
179,051.25
02/01/2035
150,000.00
3.200%
21,030.00
171,030.00
179,581.50
179,581.50
02/01/2036
150,000.00
3.350%
16,230.00
166,230.00
174,541.50
174,541.50
02/01/2037
155,000.00
3.450%
11,205.00
166,205.00
174,515.25
174,515.25
02/01/2038
165,000.00
3.550%
5,857.50
170,857.50
179,400.38
179,400.38
Total $2,1509000.00 - $5659920.94 $297159920.94 $2,8519716.99 $1899347.49 $296629369.50
Significant Dates
Dated 10/06/2022
First Counon Date 8/01/2023
Yield Statistics
Bond Year Dollars $18,606.81
Average Life 8.654 Years
Average Coupon 3.0414729%
Net Interest Cost (NIC)
3.1801318°/u
True Interest Cost (TIC)
3.1825088°/u
Bond Yield for Arbitrage Purposes
3.5044264%
All Inclusive Cost (AIC)
3.3400213%
Series 2022A GO Bonds - P I Street Reconstruction 1 8/ 4/2022 1 2:32 PM
4EHLERS
ft PUBLIC FINANCE ADVISORS'.
Hutchinson, Minnesota
$153,816 General Obligation Bonds, Series 2022A
Assessments
TIC plus 1.00% - Equal Principal
Estimated Assessments Revenue
Date Principal Coupon Interest Total P+I
12/31/2023
15,381.60
4.200%
6,460.27
21,841.87
12/31/2024
15,381.60
4.200%
5,814.24
21,195.84
12/31/2025
15,381.60
4.200%
5,168.22
20,549.82
12/31/2026
15,381.60
4.200%
4,522.20
19,903.80
12/31/2027
15,381.60
4.200%
3,876.16
19,257.76
12/31/2028
15,381.60
4.200%
3,230.14
18,611.74
12/31/2029
15,381.60
4.200%
2,584.10
17,965.70
12/31/2030
15,381.60
4.200%
1,938.08
17,319.68
12/31/2031
15,381.60
4.200%
1,292.06
16,673.66
12/31/2032
15,381.60
4.200%
646.02
16,027.62
Total $153,816.00 - $35,531.49 $189,347.49
Significant Dates
Filing Date
First Payment Date
Series 2022AGOBonds -A I SINGLE PURPOSE 1 8/4/2022 1 2:31 PM
1/01/2023
12/31/2023
4EHLERS
ft PUBLIC FINANCE ADVISORS
HUTCHINSON CITY COUNCIL
HUTCHINSON Request for Board Action
A CITY ON PURPOSE.
Calling Budget Workshop Meetings for 4 p.m. on August 23 and September 13
Agenda Item:
Department: Administration
LICENSE SECTION
Meeting Date: 8/9/2022
Application Complete N/A
Contact: Matt Jaunich
Agenda Item Type:
Presenter: Matt Jaunich
Reviewed by Staff ❑�
New Business
Time Requested (Minutes): 1
License Contingency N/A
Attachments: No
BACKGROUND/EXPLANATION OFAGENDA ITEM:
Staff is looking to call our next two budget workshop meetings of the year in preparation for the
2023 budget.
The next workshop (2nd overall) will be at 4 p.m. on August 23 and will focus on our Capital
Improvement Plan which was distributed to you on the first of August.
The third budget workshop will focus on the preliminary budget and tax levy and will be held at 4
p.m. on September 13. A copy of the proposed budget and levy will be sent to you by
September 1st. The preliminary tax levy is expected to go to the council for approval at your
September 27 meeting.
Staff is asking the council to call these two budget workshop meetings.
BOARD ACTION REQUESTED:
Approval of calling two budget workshop meetings for 4.00 p.m. on August 23 and September 13
Fiscal Impact: Funding Source:
FTE Impact: Budget Change: New Bu
Included in current budget: No
PROJECT SECTION:
Total Project Cost:
Total City Cost: Funding Source: N/A
Remaining Cost: $ 0.00 Funding Source: N/A
EDA Board Meeting
Hutchinson Enterprise Center
11:30 AM Wednesday, June 22nd, 2022
MEETING MINUTES
Members present in bold.
EDA Board Members
Mike McGraw
Jonny Block
Mike Cannon
Corey Stearns
Chad Czmowski
Mary Christensen
Jeremy Carter
Staff
Miles Seppelt, EDA Director
Matt Jaunich, City Administrator
Andy Reid, Finance Director
Maddie Newcomb, EDA Program Manager
Guests
Liz Danielson, McLeod County Economic
Development Coordinator
I. Call to Order
Meeting called to order at 11:30 AM.
II. Introductions
III. Review Agenda
IV. Review Minutes
Economic Development Authority
Financial Summary as of May 2022
Operations
Cash Available
$79,282
Reserved
$56,736
Unreserved
$18,276
Economic Development Loan Fund
Cash Available
$158,734
Zephyr Wind Services
$69,720
Laser Dynamics Balance (forgivable)
$23,000
Innovative Foam Balance (forgivable)
$14,355
Advances to other funds (Enterprise
$246,052
Center)
Downtown Revolving Loan Fund
Cash Available
$444,088
Loans Receivable
$303,402
Capital Assets
$201,329
Total Assets $1,085,731
MIF Loan Fund
Cash Available
$7,562
MOXY Loan Receivable
$9,766
Enterprise Center Fund
Cash Available
$42,142
SHOPKO TIF District (TIF 4-5)
Cash Available
$289,857
Interfund Loans Receivable
$397,785
MEDICAL CLINIC TIF District (TIF 4-16)
Interfund Loan Payable
$260,412
a. May 18t" Finance Team meeting
M/S/P: Stearns, Czmowski to approve the minutes as written. Passed unanimously.
b. June 1st EDA Board Meeting (May Meeting)
M/S/P: Christensen, Stearns to approve the minutes as written. Passed unanimously
c. June 10t" EDA Board (Special Meeting)
M/S/P: Czmowski, Stearns to approve the minutes as written. Passed unanimously.
V. Review of EDA Financial Statements
Staff provided an update on the EDA financials. (Please refer to table)
M/S/P: Czmowski, Stearns to approve the financial reports as presented. Passed unanimously.
VI. Director's Report
A. Marketing Plan: FB = 750, T = 98, Facebook updates = 0, Twitter updates = 0, Website updates = 2 — the
EDA's Facebook is currently suspended, waiting for that to be reinstated.
B. Business Recruitment / Expansions — staff gave an overview of projects and prospects.
C. Stearnswood & Pride Solutions — both projects are moving along nicely.
D. Franklin Redevelopment Project
■ FEMA grant adjustment $157,500 - Staff submitted application for an adjustment to the FEMA grant
amount to make the full grant amount about $664k total.
■ Relocation meetings with property owners — relocation consultant confirmed all property owners are
willing to sell. He is in the process of finding comps in the area, once he locates those we'll be able
to figure out their full relocation benefits package. Hoping to get purchase agreements into place in
the next couple months.
E. 3M grant opportunity — staff submitted a proposal for a grant from 3M at their request, this donation would
cover the purchase of a screen printer, a large format printer, and a laser engraver for Tiger MFG at HHS.
F. FireLake Mfg — closed on loan last Friday, last step is to file the UCC.
G. Quade Project — Quade was okay with paying for the lot up front and getting reimbursed over 8 years, he is
currently pulling documents together and getting quotes for the project. A GAP analysis will then be
performed to verify need for public assistance.
H. Rolling power blackouts this summer — Jeremy Carter explained the situation with the energy grid and the
steps HUC is taking to prepare for any rolling blackouts. HUC is putting together contingency plans
depending on how much Hutchinson will have to load shed.
VII. EDA Board Vacancy
Consider nominating Finance Team member to fill vacancy.
CANDIDATES: Josh Laffen (2020) / Jack Daggett (2016) / OTHERS?
■ Discussion on possible candidates.
M/S/P: Cannon, Stearns to recommend Jack Daggett to the Mayor for consideration for the EDA Board
vacancy. Passed unanimously.
Vill. Proposal for marketing initiative
Discuss collaborative marketing effort to bring new workforce to Hutchinson.
■ Staff attended the EDAM conference a couple weeks ago and the panel of site selectors kept stressing
the importance of workforce.
■ Discussion on McLeod County labor force projections and workforce commuting patterns.
■ This marketing initiative would feature: a website with a very identifiable name (e.g.
www.HutchJobs.com), a common state-of-the-art job application (if the business chooses to not use
their own), and a very intensive, minimum one-year, marketing effort using social media, legacy, media
and other various marketing avenues.
■ Proposal is to partner with the City to help push their branding effort of "A City on Purpose".
■ Estimating cost to be around $50-60K.
■ Staff putting together an HR Roundtable to pitch this idea and gauge interest. Will be meeting with
Vivid Image to discuss how participation and costs will be structured.
■ More to come next month.
IX. Jump -Start Downtown Winners
Consider granting extension of time to claim JumpStart Prize and launch business.
■ Gold Coin (and Sweet Rolls & Boba), are waiting for contractors' schedules to open up.
■ They did not get open by the deadline (October 11t") outlined in Jump -Start Downtown. Discussion on
rules.
M/S/P: Christensen, Stearns to approve extending the deadline for opening to December 315t, 2022. Passed
unanimously.
X. Grant & Loan Program Applications
Facade Improvement Matching Grant
Bed & Breakfast (the Dragonfly Inn) — Mike & Deb Brewer $6,000
325 Hassan St SE
M/S/P: Czmowski, Cannon to approve Facade Improvement grant in the amount of $6,000. Passed
unanimously.
XI. Other Business
■ Discussion on river dredging.
■ Discussion on a potential post -frame building on 1140 5ch Ave SE, consensus is to explore that
possibility further.
XII. Set Next Meeting — 11:30 AM Wednesday, July 27th, 2022
XIII. Adjourn — With no further business to attend to, the meeting adjourned at 12:54pm.
Respectfully Submitted,
Madison Newcomb
EDA Program Manager
Hutchinson Properties Orded To Be Cleared By City L Date of Report: 08/02/2022
Enforcement
Number
Address
Parcel
Category
Date Filed
Status
Date Closed
EEN22-0024
137 Garden Rd NE
32-117-29-15-0090
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0025
127 Garden Rd NE
32-117-29-15-0080
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0026
112 Garden Rd NE
32-117-29-14-0450
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0027
855 Ash St NE
31-117-29-07-0020
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0028
800 Ash St NE
31-117-29-07-0210
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0029
887 Oak St NE
31-117-29-02-0800
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0031
475 Hwy 7 E
32-117-29-12-0190
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0032
465 Bluff St NE
31-117-29-09-1140
Tall Grass/Noxious Weed
06/01/2022
Closed
06/02/2022
EEN22-0033
575 Bluff St NE
31-117-29-09-0570
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0034
554 Carlisle St NE
31-117-29-10-0870
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0035
575 Carlisle St NE
31-117-29-09-0990
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0036
115 6th Ave NE
31-117-29-09-0380
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0037
635 Hillcrest Rd NE
31-117-29-09-0250
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0038
115 5th Ave NW
31-117-29-11-0170
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0039
192 5th Ave NW
31-117-29-12-0350
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0040
251 5th Ave NW
31-117-29-12-0050
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0041
95 5th Ave NE
31-117-29-10-0250
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0042
420 Minnesota St NW
36-117-30-09-0280
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0043
690 Texas Ave NW
36-117-30-09-0640
Tall Grass/Noxious Weed
05/26/2022
Closed
06/08/2022
EEN22-0044
732 California St NW
36-117-30-06-0220
Tall Grass/Noxious Weed
05/26/2022
Closed
06/08/2022
EEN22-0045
742 California St NW
36-117-30-06-0230
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0046
1150 Carolina Ave NW
36-117-30-06-0450
Tall Grass/Noxious Weed
05/26/2022
Closed
06/02/2022
EEN22-0047
436 Monroe St SE
06-116-29-07-0560
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0048
426 Monroe St SE
06-116-29-07-0550
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0049
331 Monroe St SE
06-116-29-07-0220
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0050
526 Erie St SE
06-116-29-07-0910
Tall Grass/Noxious Weed
05/31/2022
Abated by City
06/22/2022
EEN22-0051
542 Monroe St SE
06-116-29-10-0090
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0052
511 Monroe St SE
06-116-29-07-1000
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0053
990 Echo Dr SE
06-116-29-13-0590
Tall Grass/Noxious Weed
05/31/2022
Abated by City
EEN22-0054
506 Adams St SE
06-116-29-07-0680
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
Hutchinson Properties Orded To Be Cleared By City L Date of Report: 08/02/2022
Enforcement
Number
Address
Parcel
Category
Date Filed
Status
Date Closed
EEN22-0055
446 Monroe St SE
06-116-29-07-0570
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0056
405 Adams St SE
06-116-29-07-0620
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0058
537 Adams St SE
06-116-29-07-0840
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0059
547 Adams St SE
06-116-29-07-0820
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0060
554 Adams St SE
06-116-29-07-0740
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0061
570 Adams St SE
06-116-29-10-0020
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0062
545 Madson Ave SW
01-116-30-09-0050
Tall Grass/Noxious Weed
05/31/2022
Closed
06/08/2022
EEN22-0063
539 Madson Ave SW
01-116-30-09-0040
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0064
525 Lynn Rd SW
06-116-29-05-0570
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0065
535 Lynn Rd SW
06-116-29-05-0560
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0066
926 Jefferson St SE
06-116-29-15-0210
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0067
940 Jefferson St SE
06-116-29-15-0220
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0068
916 Jefferson St SE
06-116-29-15-0200
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0069
988 Jefferson St SE
06-116-29-15-0290
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0070
1038 Jefferson St SE
06-116-29-15-0500
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0071
1055 Jefferson St SE
06-116-29-15-0150
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0072
1115 Jefferson St SE
07-116-29-02-0040
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0073
421 Grant Ave SE
07-116-29-09-0960
Tall Grass/Noxious Weed
05/31/2022
Closed
06/03/2022
EEN22-0074
429 Grant Ave SE
07-116-29-09-0890
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0075
244 5th Ave SW
06-116-29-05-0730
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0076
219 5th Ave SW
06-116-29-05-0430
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0077
216 5th Ave SW
06-116-29-05-0750
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0078
1387 Sherwood St SE
07-116-29-10-0220
Tall Grass/Noxious Weed
05/31/2022
Closed
06/06/2022
EEN22-0079
565 Glen St SW
06-116-29-12-0090
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0080
535 Glen St SW
06-116-29-05-0850
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0081
520 Glen St SW
06-116-29-05-0600
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0082
221 Division Ave SW
06-116-29-05-0630
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0083
106 Century Ave SE
07-116-29-07-0170
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0084
5 Century Ave SE
07-116-29-03-0560
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0085
1045 Sherwood St SE
07-116-29-03-0210
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
Hutchinson Properties Orded To Be Cleared By City L Date of Report: 08/02/2022
Enforcement
Number
Address
Parcel
Category
Date Filed
Status
Date Closed
EEN22-0086
1115 Sherwood St SE
07-116-29-03-0300
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0087
1181 Blackbird Dr SW
12-116-30-06-0230
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0088
1182 Blackbird Dr SW
12-116-30-06-0330
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0089
903 Harrington St SW
01-116-30-16-0741
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0090
804 Merrill St SW
01-116-30-16-0330
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0091
509 Linden Ave SW
01-116-30-09-0801
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0092
545 Lyndale Ave SW
01-116-30-16-0120
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0093
550 Lyndale Ave SW
01-116-30-16-0160
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0094
628 5th Ave SW
01-116-30-08-0820
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0095
658 5th Ave SW
01-116-30-08-0850
Tall Grass/Noxious Weed
05/31/2022
Closed
06/06/2022
EEN22-0096
417 Boulder St SW
01-116-30-05-0620
Tall Grass/Noxious Weed
05/31/2022
Closed
06/06/2022
EEN22-0097
585 Roberts St SW
02-116-30-10-0030
Tall Grass/Noxious Weed
05/31/2022
Closed
06/06/2022
EEN22-0098
880 Lakewood Dr SW
02-116-30-13-0090
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0099
746 4th Ave SW
01-116-30-07-0130
Tall Grass/Noxious Weed
05/31/2022
Closed
06/09/2022
EEN22-0100
638 4th Ave SW
01-116-30-08-0710
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0101
630 4th Ave SW
01-116-30-08-0700
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0102
407 Merrill St SW
01-116-30-08-0660
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0103
545 4th Ave SW
01-116-30-08-0370
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0104
566 4th Ave SW
01-116-30-08-0490
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0105
541 4th Ave SW
01-116-30-08-0360
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0106
505 4th Ave SW
01-116-30-08-0310
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0107
240 Lynn Rd SW
01-116-30-08-0010
Tall Grass/Noxious Weed
05/31/2022
Abated by City
06/16/2022
EEN22-0108
230 Lynn Rd SW
01-116-30-01-0800
Tall Grass/Noxious Weed
05/31/2022
Abated by City
06/16/2022
EEN22-0109
1679 Mahogany Ct SW
02-116-30-14-0490
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0110
825 Roberts St SW
02-116-30-14-0590
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0111
710 Park Island Dr SW
02-116-30-10-0400
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0112
510 Barley St SW
02-116-30-09-0640
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0113
1202 Lewis Ave SW
01-116-30-04-0070
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0114
540 Harvest St SW
02-116-30-09-0500
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0115
654 2ND AVE SW
01-116-30-01-0840
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
Hutchinson Properties Orded To Be Cleared By City L Date of Report: 08/02/2022
Enforcement
Number
Address
Parcel
Category
Date Filed
Status
Date Closed
EEN22-0116
646 2nd Ave SW
01-116-30-01-0850
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0117
642 2nd Ave SW
01-116-30-01-0860
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0118
546 2nd Ave SW
01-116-30-01-0720
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0119
720 2nd Ave SW
01-116-30-02-0070
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0120
133 Lynn Rd SW
06-116-29-04-0250
Tall Grass/Noxious Weed
05/31/2022
Closed
06/30/2022
EEN22-0121
126 Lynn Rd SW
01-116-30-01-0480
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0122
116 Lynn Rd SW
01-116-30-01-0290
Tall Grass/Noxious Weed
05/31/2022
Closed
06/06/2022
EEN22-0123
104 Lynn Rd SW
01-116-30-01-0300
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0124
540 Jackson St SW
02-116-30-09-0300
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0125
550 Lakeview Ln SW
02-116-30-09-0160
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0126
500 Lakeview Ln SW
02-116-30-09-0120
Tall Grass/Noxious Weed
05/31/2022
Closed
06/30/2022
EEN22-0128
646 Harmony Ln SW
01-116-30-01-0410
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0129
537 Harmony Ln SW
01-116-30-01-0210
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0130
1235 McDonald Dr SW
02-116-30-09-0060
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0131
550 School Rd SW
02-116-30-09-0050
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0132
235 Lake St SW
01-116-30-02-0490
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0133
325 Lake St SW
01-116-30-07-0570
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0134
360 Lake St SW
01-116-30-06-0690
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0135
215 Hassan St SE
06-116-29-03-1020
Tall Grass/Noxious Weed
05/31/2022
Closed
06/06/2022
EEN22-0136
384 Larson St SW
01-116-30-06-0310
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0137
312 Alan St SW
01-116-30-05-0500
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0138
425 Alan St SW
01-116-30-06-0500
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0139
417 Stoney Point Rd SW
01-116-30-05-0380
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0140
400 Stoney Point Rd SW
O1-116-30-05-0760
Tall Grass/Noxious Weed
05/31/2022
Closed
06/07/2022
EEN22-0141
627 Bluff St NE
31-117-29-09-0030
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0142
574 Clark St NE
31-117-29-09-0940
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0143
584 Clark St NE
31-117-29-09-0930
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0144
595 Clark St NE
31-117-29-09-0910
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0145
400 College Ave NE
31-117-29-08-0070
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0146
584 Carlisle St NE
31-117-29-10-0840
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
Hutchinson Properties Orded To Be Cleared By City L Date of Report: 08/02/2022
Enforcement
Number
Address
Parcel
Category
Date Filed
Status
Date Closed
EEN22-0147
882 Oak St NE
31-117-29-02-0690
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0148
482 Kouwe St NW
31-117-29-12-0070
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0149
487 California St NW
36-117-30-11-0350
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0150
444 CALIFORNIA ST NW
36-117-30-11-0010
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0151
1098 Hwy 15 S
12-116-30-01-0050
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0152
1005 Maple St NE
31-117-29-01-0070
Tall Grass/Noxious Weed
06/02/2022
Closed
06/13/2022
EEN22-0153
430 Water St NW
31-117-29-12-0270
Tall Grass/Noxious Weed
06/02/2022
Abated by City
EEN22-0154
425 Grant Ave SE
07-116-29-09-0770
Tall Grass/Noxious Weed
06/03/2022
Abated by City
EEN22-0155
509 Juul Rd SW
01-116-30-08-1080
Tall Grass/Noxious Weed
06/03/2022
Closed
06/13/2022
EEN22-0156
1490 Montreal St SE
07-116-29-12-0032
Tall Grass/Noxious Weed
06/03/2022
Abated by City
06/22/2022
EEN22-0157
550 Barley St SW
02-116-30-09-0680
Tall Grass/Noxious Weed
06/07/2022
Closed
06/13/2022
EEN22-0158
1320 McDonald Dr SW
02-116-30-09-0390
Tall Grass/Noxious Weed
06/07/2022
Closed
06/13/2022
EEN22-0159
502 LAKEVIEW LN SW
Tall Grass/Noxious Weed
06/07/2022
Closed
06/13/2022
EEN22-0160
536 Main St S
06-116-29-06-0610
Tall Grass/Noxious Weed
06/07/2022
Closed
06/13/2022
EEN22-0161
420 Northwoods Ave NE
31-117-29-08-0110
Tall Grass/Noxious Weed
06/07/2022
Closed
06/13/2022
EEN22-0162
599 Hassan St SE
06-116-29-11-0190
Tall Grass/Noxious Weed
06/07/2022
Closed
06/13/2022
EEN22-0163
675 Hillcrest Rd NE
31-117-29-08-0620
Tall Grass/Noxious Weed
06/07/2022
Closed
06/13/2022
EEN22-0164
612 Lynn Rd SW
01-116-30-09-0310
Tall Grass/Noxious Weed
06/08/2022
Closed
06/13/2022
EEN22-0165
523 Monroe St SE
06-116-29-07-0980
Tall Grass/Noxious Weed
06/13/2022
Closed
06/22/2022
EEN22-0166
1367 Westwood Rd NW
35-117-30-16-0560
Tall Grass/Noxious Weed
06/29/2022
Closed
07/12/2022
EEN22-0167
988 Jefferson St SE
06-116-29-15-0290
Tall Grass/Noxious Weed
06/29/2022
Closed
07/12/2022
EEN22-0168
1088 Jefferson St SE
07-116-29-02-0150
Tall Grass/Noxious Weed
06/29/2022
Closed
07/12/2022
EEN22-0169
646 2nd Ave SW
01-116-30-01-0850
Tall Grass/Noxious Weed
07/14/2022
Closed
07/26/2022
EEN22-0170
505 California St NW
36-117-30-11-0420
Tall Grass/Noxious Weed
07/14/2022
Abated by City
EEN22-0171
430 Water St NW
31-117-29-12-0270
Tall Grass/Noxious Weed
07/14/2022
Abated by City
EEN22-0172
195 4th Ave NW
31-117-29-12-0380
Tall Grass/Noxious Weed
07/14/2022
Closed
07/21/2022
EEN22-0173
1005 Maple St NE
31-117-29-01-0070
Tall Grass/Noxious Weed
07/21/2022
Abated by City
EEN22-0174
455 Water St NW
31-117-29-12-0370
Tall Grass/Noxious Weed
07/21/2022
Abated by City
EEN22-0175
465 Water St NW
31-117-29-12-0360
Tall Grass/Noxious Weed
07/21/2022
Abated by City
EEN22-0176
675 Hillcrest Rd NE
31-117-29-08-0620
Tall Grass/Noxious Weed
07/21/2022
To Be Cleared
Hutchinson Properties Orded To Be Cleared By City Date of Report: 08/02/2022
Enforcement
Number Address Parcel Category Date Filed Status Date Closed
Total Records: 150
Enforcement.DateFiled Between 5/25/2022 12:00:00 AM AND
7/31/2022 11:59:59 PM AND
Enforcement.Category = Tall Grass/Noxious Weeds
Population: All Records
Status Descriptions
Abated by City = Ordered by City to be cleared using Contractor
Closed = Removed by Owner
