HomeMy WebLinkAbout07-08-2021 Special City Council WS Packet
SPECIAL CITY COUNCIL WORK SESSION
Mayor
Amáda Márquez Simula
Councilmembers
John Murzyn, Jr.
Connie Buesgens
Nick Novitsky
Kt Jacobs
City Manager
Kelli Bourgeois
Public Safety Bldg—Training Room, 825 41st Ave NE
Thursday, July 08, 2021
3:00 PM
AGENDA
ATTENDANCE INFORMATION FOR THE PUBLIC
Members of the public who wish to attend may do so in-person, by calling 1-312-626-6799 and entering
meeting ID meeting ID 891 4134 4862, or by Zoom at https:us02web.zoom.us/j/89141344862. For
questions please call the Administration Department at 763-706-3610.
CALL TO ORDER/ROLL CALL
WORK SESSION ITEMS
1. SACA Relocation
2. Update on Sewer Modeling for Sanitary Sewer Collection District 1
3. September Work Session Date
4. Park Use
ADJOURNMENT
Auxiliary aids or other accommodations for individuals with disabilities are available upon request when the request is
made at least 72 hours in advance. Please contact Administration at 763-706-3610 to make arrangements.
1
SACA New Community Food Site
SOUTHERN ANOKA COMMUNITY ASSISTANCE
Presented to The City of Columbia Heights City Council: Working Session 7.8.21
2
Item 1.
Community Assessment Highlights:
●Interviewees overwhelmingly believe that SACA is an essential service in the Anoka County
and NE Minneapolis area. SACA is well known as providing hunger relief in a dignified way,
and for going above and beyond in their active role in the community.
●Interviewees would like to see SACA expand its services to reach an even larger portion of
the community that is in need.
●Interviewees believe that SACA would benefit from a new facility that would provide a larger
warehouse, larger thrift store, and client community gathering spaces.
●Interviewees generally agree that a larger staff would help SACA expand their operations.
3
Item 1.
Stakeholder Quotes:
●New Location
○“The future could include a bigger location, closer to a bus line or busier area...a bigger
thrift store, bigger warehouse, materials to be more welcoming, and more things that
explain what SACA does.” -SACA Stakeholder
○"Provide them with a large enough building; larger than they needed so they could
expand over time. Giving SACA the space that they could occupy as they need it. That
would be great.” –Community Leader
●Expanded Services
○"People could get behind the idea of providing a community space for youth in Junior
High and High School. We could really be mentors; adults mentoring the youth, and
creating their bond" -SACA Stakeholder
●Increased Staffing
○"SACA needs more staffing . . . we are small, and so many resources go into actually
feeding people. We need to hire staff in order to serve the community."-SACA
Stakeholder
4
Item 1.
SACA’s New Home
●Since its founding in 1976, SACA Food Shelf and
Thrift Store has remained committed to providing
basic needs services to the communities of
Columbia Heights, Hilltop, Fridley, Spring Lake
Park, and Northeast Minneapolis.
●As a 501 (c)(3) nonprofit, our goal is to serve
participants with dignity and respect, and to
provide a positive pathway to stability & self
sufficiency.
●Each year, we see an increased need in the
community, and 2020 was no exception. SACA has
been here to help our neighbors through tough
times for over four decades.
Quick facts
●Our food deliveries to homebound seniors and
people with disabilities help prevent isolation and
provide an opportunity for regular check-ins.
●SACA provides a safety net and upward mobility
to the increasing number of families who are
facing food insecurity in our community.
●SACA had 2,500 first time participants in 2020,
an increase of 35%.
●The new location will provide us with 11,500
square feet of space to expand our service to the
community, an increase of 75% over our current
footprint.
5
Item 1.
SACA Clients
6
Item 1.
Site and
Plans for
SACA’s
New
Home
7
Item 1.
Site
and
Plans
for New
SACA
Home
8
Item 1.
Sources and Uses
●Uses -$2,353,237
○Total Construction (Hard Costs)
$2,041,300
■Acquisition -$250,000
■Construction -$1,510,000
■Equipment -$125,000
■Contingency –$156,300
○Soft Costs -$130,637
■Design -$59,565
■Permitting and Fees –$10,350
■Miscellaneous –$60,722
○FF&E and Owner Provided Items
$181,300
●Sources -$5,527,500
○TEBQ Loan -$1,000,000
○Congressional Earmark -$1,000,000
○Governor’s Discretionary Request -$1,500,000
○Metropolitan Council/LCA -$300,000
○County ARPA Funds -$200,000
○MWMO -$60,000
○Municipal Requests (in-kind or cash) (Columbia Heights,
Fridley, Spring Lake Park) -approximately $200,000/each
○Foundation and Corporate Support –$292,500
○Individual/Sponsorships -$200,000
○Otto Bremer Trust PRI -$250,000
○USDA -$125,000
9
Item 1.
Public Sector Funding Summary
●TEBQ
○SACA has started conversations regarding a TEBQ loan with Northeast Bank and next
steps will be determined following a meeting with the bank on July 15, 2021
●Governor’s Request
○SACA will be approaching the Governor’s office for a discretionary request of $1.5
million
Congressional Earmark
○Senators Smith and Klobuchar will announce their priority projects on July 24th
●DEED Community Projects Grant
○request $1.5 million, Announcement: August 1, 2021
●Metropolitan Council
○LCA Application is due 9/7/2021 with an anticipated decision by late 2021
10
Item 1.
Community Engagement
●SACA will be launching a new microsite to
serve as a resource point for community
members to engage with SACA around
design of the new facility
●SACA will hold a virtual convenings to solicit
community feedback on the new building
●SACA will engage community members at
the following events: Columbia Heights
Community Centennial, National Night Out,
SACA Produce Drops, and door knocking
11
Item 1.
Proposed Design/Build Timeline
Fundraising
(Ongoing)
Design 100%
Schematic
August 2021
Permitting Fall
2021
Construction
Phase
March 2022
Grand
Opening
October
2022
12
Item 1.
CITY COUNCIL MEETING
AGENDA SECTION WORK SESSION
MEETING DATE JULY 8, 2021
ITEM: UPDATE ON SEWER MODELING FOR SANITARY SEWER COLLECTION DISTRICT 1
DEPARTMENT: Public Works BY/DATE: Kevin Hansen 7/2/2021
CITY STRATEGY: (please indicate areas that apply by adding a bold “X” in front of the selected text below)
_Safe Community _Diverse, Welcoming “Small-Town” Feel
_Economic Strength _Excellent Housing/Neighborhoods
_Equity and Affordability X_Strong Infrastructure/Public Services
_Opportunities for Play and Learning _Engaged, Multi-Generational, Multi-Cultural Population
BACKGROUND: The City of Columbia Heights has three collection districts providing sanitary sewer service for
the entire city (attached). The City has previously experienced flow capacity issues in the trunk sanitary sewer
system in Collection District 1, west of Central along 43rd Avenue. Issues such as size of pipe, grades or slope of
the pipe, and flows exceeding the design capacity may be contributing factors reducing flow capacity. With
proposed and/or potential development in Collection District 1, the City Council authorized an in-depth
analysis of the primary trunk mains serving this entire district to evaluate current pipe capacity and provide
recommendations to ensure sufficient future capacity for sewage flows are available.
The attached report identifies significant pipe restrictions from Central Avenue NE to 2 ½ Street NE. Options
for remediating the pipe restrictions were created and presented to the Council at the June work session.
Cost estimates are provided here with a recommendation from Public Works staff. The fo ur options are:
1. Pipe Bursting. Pipe bursting is a trenchless method of replacing buried pipelines without the need for a
traditional construction trench. The existing pipe is broken during the bursting process and a new
sanitary sewer line is placed in the void in the same process. Launching and receiving pits are
constructed to allow for the equipment to access the pipe to be expanded. Additional pits are required
to re-connect service lines and lateral lines after the pipe bursting is completed.
Approximately 5,620 feet of pipe bursting would be required between Van Buren Street and 2 ½ Street
as shown on Figure 7. The estimated project costs associated with this alternative are $4,190,000. This
includes a construction contingency, along with engineering and administrative costs.
2. By-Pass Piping and Pipe Bursting. This option includes installing a new sanitary sewer main in 44th
Avenue between Jackson Street and Washington Street through traditional construction methods. The
new main would provide additional capacity in the sanitary sewer system east of Washington Street.
Pipe bursting would then be used to provide additional capacity from Washington Street to 2 ½ Street.
Approximately 2,230 feet of new sanitary sewer main and 2,970 feet of pipe bursting would be
required between Van Buren Street and 2 ½ Street as shown on Figure 8. The estimated project costs
associated with this alternative are $3,184,000. This includes a construction contingency, along with
13
Item 2.
City of Columbia Heights - Council Letter Page 2
engineering and administrative costs.
3. By-Pass Piping. This option includes a new sanitary sewer main constructed in 44th Avenue from Van
Buren Street to Main Street through traditional or open cut construction methods. The new main
would provide additional capacity for the entire sanitary sewer system west of Central Avenue.
Approximately 5,220 feet of new sanitary sewer main would be required between Van Buren Street
and Main Street as shown on Figure 9. The estimated project costs associated with this alternative are
$2,196,000. This includes a construction contingency, along with engineering and administrative costs.
Of the costs associated with this alternative, over half are associated with street repairs. If combined
with a City roadway improvement project (44th Avenue was programmed for 2021 and 2022), the
relative cost of the sanitary sewer installation would be much lower.
4. Lift Station and Force main. A new sanitary sewer lift station could be installed near the intersection of
43rd Avenue and Jackson Street. The lift station would pump sewage to a point in the system where
adequate capacity exists. For this project, the sewage would be pumped to the 30 -inch sanitary sewer
main located in Main Street.
In addition to lift station construction, approximately 5,220 feet of new sanitary sewer force main
would be required between the lift station and Main Street as shown on Figure 10. The force main
could be installed with trenchless technology, limiting impacts of construction. The estimated project
costs associated with this alternative are $2,292,000. This includes a construction contingency, along
with engineering and administrative costs.
This alternative is unique in that operational costs will be required for the facility. This includes
maintenance, electricity cost and eventual replacements of the pumps, and other equipment at the
site.
Option 1 of pipe bursting is the most expensive, and complex. It will interrupt the service for many homes and
result it multiple road closures and detours. Public Works does not recommend this option.
Option 2 of by-pass piping and pipe bursting is a hybrid between adding all new pipe to handle increase d flow,
and pipe bursting to increase size of existing pipe . It is also more expensive than other options, but does
eliminate some of the pipe bursting south of 44th Ave NE. Public Works does not recommend this option due
to cost.
Option 3 of by-pass piping is the most cost effective and straightforward option available. With the expected
reconstruction of 44th Ave NE in 2022-2023 the cost of the sanitary sewer construction can be mitigated. The
residential mains that feed into the existing sanitary sewer trunk mains can be directed to the new pipe, and
capacity will be increased for all of District 1. Public Works recommends this option.
Option 4 of adding a new lift station and force main adds new complexity to the sanitary sewer system. L ift
stations require continual upkeep, maintenance and add additional operating expense. Public Works does not
recommend this option.
14
Item 2.
City of Columbia Heights - Council Letter Page 3
DEFINITIONS:
Lift Station: A lift station is designed to collect sanitary sewer wastewater from an area of town that cannot
discharge using gravity. The station has a wet well designed to hold the sewage, and pumps to provide the
force necessary to move it up hill through force mains to a point that it can begin to flow in the gravity system.
Columbia Heights currently has four sanitary sewer lift stations.
Sanitary Main: A sewer pipe 8-10” in size that collects wastewater from homes and business. Sanitary mains
operate using gravity, and collect and direct wastewater downhill to trunk main.
Trunk Main: A sanitary sewer pipe that collects many mains as it moves wastewater through town. Trunk
mains are larger and collect fewer homes and businesses by direct connection. Trunk mains operate using
gravity to collect and direct wastewater downhill to interceptors owned by the MCES.
Infiltration and Inflow (I-I): Inflow means water other than wastewater that enters a sewer system directly
from sources such as roof leaders, found ation drains, yard drains, manhole covers, cross connections between
storm sewers and sanitary sewers, catch basins, storm water runoff and other drainage structures.
Infiltration means water other than wastewater that enters the sewer system from the ground through
defective pipe, pipe joints, and manholes.
Excessive I-I means the quantity of flow during storm events that results in chronic operational problems
related to hydraulic overloading of the collection system. Chronic operational problems may include
surcharging, backups, bypasses, and overflows.
Peaking Factor: Peak hourly flow + I/I (normal)
RECOMMENDED MOTION(S):
MOTION: NONE – Informational Only
ATTACHMENT(S): Sewer District Maps – Figure 2, Figure 3, Table 2, Figure 7, Figure 8, Figure 9, Figure 10
15
Item 2.
16
Item 2.
17
Item 2.
18
Item 2.
ID 25
Ex. 10" / Prop. 12"
L = 151'
ID 24
Ex. 10" / Prop. 12"
L = 93'
ID 23
Ex. 10" / Prop. 12"
L = 88'
ID 22
Ex. 10" / Prop. 15"
L = 95'
ID 21
Ex. 10" / Prop. 15"
L = 237'
ID 20
Ex. 12" / Prop. 18"
L = 332'
ID 19
Ex. 12" / Prop. 18"
L = 217'
ID 18
Ex. 12" / Prop. 18"
L = 332'
ID 17
Ex. 12" / Prop. 18"
L = 332'
ID 16
Ex. 12" / Prop. 18"
L = 332'
ID 15
Ex. 12" / Prop. 18"
L = 443'
ID 14
Ex. 12" / Prop. 18"
L = 332'
ID 13
Ex. 15" / Prop. 18"
L = 333'
ID 12
Ex. 15" / Prop. 18"
L = 331'
ID 11
Ex. 15" / Prop. 18"
L = 331'
ID 10
Ex. 15" / Prop. 18"
L = 309'
ID 9
Ex. 15" / Prop. 18"
L = 335'
ID 8
Ex. 15" / Prop. 18"
L = 331'
ID 7
Ex. 15" / Prop. 18"
L = 333'
ID 6
Ex. 15" / Prop. 18"
L = 333'
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
8''
24''
10''
30''30''
8''
30''
8''
30''
44TH AVE NE
6TH ST NE
5TH ST NE
7TH ST NE
4TH ST NE
2ND ST NE
MAIN ST NE
3RD ST NE
45TH AVE NE
41ST AVE NE
CENTRAL AVE NE
MONROE ST NE
JEFFERSON ST NE
MADISON ST NE
QUINCY ST NE
UNIVERSITY AVE NE
WASHINGTON ST NE
C ST
46TH AVE NE
A ST
2 1/2 ST NE
46 1/2 AV
E NE
D ST
B
S
T
TYLER ST NE
43RD AVE NE
42ND AVE NE
E ST
MAUREEN DR NE
JACKSON ST NE
VAN BUREN ST NE
TYLER PL NE
40 1/2
AV
E NE
KAREN LN NE
KATHY LN NE
Q U I N C Y W A Y N E
CALIFORNIA ST NE
Q U I N C Y W A Y N E
JACKSON ST NE
VAN BUREN ST NE
CENTRAL AVE NE
JACKSON ST NE
46TH AVE NE
D ST
3RD ST NE
43RD AVE NE
JACKSON ST NE
41ST AVE NE
VAN BUREN ST NE
45TH AVE NE
UNIVERSITY AVE NE
42ND AVE NE
UNIVERSITY AVE NE
46TH AVE NE
Map Document: H:\COLHTS\0R1124055\GIS\ESRI\MCES 30-inch Analysis\Figures\Figure 7-2 - Sanitary Sewer Upsize.mxd | Date Saved: 6/9/2021 8:47:35 PM
Sanitary Sewer Analysis
City of Columbia
Heights, MN
Figure 7 - Alternative 1 - Pipe Bursting
June 2021
Legend
!I
Curren
t Pipe Remains
Pip
e Upsized (Pipe Bursting)
Modeled Sanitary Manhole
Unmode
led Sanitary Manho
le
Unmode
led Sanitary Pip
e
Redevelopment Area
s
Parcels
0
600Feet
Source: City of Columbia Heights, Anoka County
62 Units
550 Units
19
Item 2.
!(
!(
!(
!(
!(
!(
E
E
E
E
REROUTE PIPE = 15" BASED
ON PIPE
SLOPE
AND MINIMUM GRADE REQUIREMENTS.
ID 13
Ex. 15" / Prop. 18"
L = 333'
ID 12
Ex. 15" / Prop. 18"
L = 331'
ID 11
Ex. 15" / Prop. 18"
L = 331'
ID 10
Ex. 15" / Prop. 18"
L = 309'
ID 9
Ex. 15" / Prop. 18"
L = 335'
ID 8
Ex. 15" / Prop. 18"
L = 331'
ID 7
Ex. 15" / Prop. 18"
L = 333'
ID 6
Ex. 15" / Prop. 18"
L = 333'
.
.
.
.
.
.
.
.
.
ID 14
Ex. 12" / Prop. 18"
L = 332'
L = 659'
L = 338'
L = 332'
L = 234'
L = 332'
L = 332'
24''
30''30''
30''
30''
44TH AVE NE
6TH ST NE
5TH ST NE
7TH ST NE
4TH ST NE
2ND ST NE
MAIN ST NE
3RD ST NE
45TH AVE NE
41ST AVE NE
CENTRAL AVE NE
MONROE ST NE
JEFFERSON ST NE
MADISON ST NE
QUINCY ST NE
UNIVERSITY AVE NE
WASHINGTON ST NE
C ST
46TH AVE NE
A ST
2 1/2 ST NE
46 1/2 AV
E NE
D ST
B
S
T
TYLER ST NE
43RD AVE NE
42ND AVE NE
E ST
MAUREEN DR NE
JACKSON ST NE
VAN BUREN ST NE
TYLER PL NE
40 1/2
AV
E NE
KAREN LN NE
KATHY LN NE
Q U I N C Y W A Y N E
CALIFORNIA ST NE
JACKSON ST NE
3RD ST NE
Q U I N C Y W A Y N E
VAN BUREN ST NE
UNIVERSITY AVE NE
D ST
43RD AVE NE
42ND AVE NE
UNIVERSITY AVE NE
45TH AVE NE
VAN BUREN ST NE
CENTRAL AVE NE
JACKSON ST NE
46TH AVE NE
46TH AVE NE
JACKSON ST NE
41ST AVE NE
8''
12''
10''
10''
10''
10''
12''
12''
10''
8''
12''
12''
8''
12''
10''
Map Document: H:\COLHTS\0R1124055\GIS\ESRI\MCES 30-inch Analysis\Figures\Figure 8-1 - Sanitary Sewer Reroute.mxd | Date Saved: 6/9/2021 8:49:10 PM
Sanitary Sewer Analysis
City of Columbia
Heights, MN
Figure 8 - Alternative 2 - Bypass Piping & Pipe Bursting
June 2021
Legend
!I
Curren
t Pipe Remains
Pip
e Upsized (Pipe Bursting)
Proposed Reroute O
ptio
n
E
Proposed Plug
!(
Proposed Reroute MH
Modeled Sanitary Manhole
Unmode
led Sanitary Manho
le
Unmode
led Sanitary Pip
e
Redevelopment Area
s
Parcels
0
600Feet
Source: City of Columbia Heights, Anoka County
62 Units
550 Units
20
Item 2.
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
E
E
E
E
E
E
E
E
REROUTE PIPE = 15" BASED
ON PIPE
SLOPE
AND MINIMUM GRADE REQUIREMENTS.
15''
12''
15''
24''
15''
30''
15''
15''
15''
30''
15''
15''
30''
30''
L=659
L=340
L=338
L=335
L=333
L=332
L=330
L=313
L=301
L=327
L=323
L=234
L=330
L=332
L=332
44TH AVE NE
6TH ST NE
5TH ST NE
7TH ST NE
4TH ST NE
2ND ST NE
MAIN ST NE
3RD ST NE
45TH AVE NE 41ST AVE NE
CENTRAL AVE NE
MONROE ST NE
JEFFERSON ST NE
MADISON ST NE
QUINCY ST NE
UNIVERSITY AVE NE
WASHINGTON ST NE
C ST
46TH AVE NE
A ST
2 1/2 ST NE
46 1/2 AV
E NE
D ST
B
S
T
TYLER ST NE
43RD AVE NE
42ND AVE NE
E ST
MAUREEN DR NE
JACKSON ST NE
VAN BUREN ST NE
TYLER PL NE
40 1/2
AV
E NE
KAREN LN NE
KATHY LN NE
Q U I N C Y W A Y N E
CALIFORNIA ST NE
3RD ST NE
Q U I N C Y W A Y N E
VAN BUREN ST NE
45TH AVE NE
46TH AVE NE
JACKSON ST NE
41ST AVE NE
JACKSON ST NE
CENTRAL AVE NE
42ND AVE NE
VAN BUREN ST NE
UNIVERSITY AVE NE UNIVERSITY AVE NE
46TH AVE NE
43RD AVE NE
D ST
JACKSON ST NE
8''
12''
10''
10''
12''
10''
12''
8''
12''
12''
10''
8''
12''
10''
10''
Map Document: H:\COLHTS\0R1124055\GIS\ESRI\MCES 30-inch Analysis\Figures\Figure 9-1 - Sanitary Sewer Reroute Opt2.mxd | Date Saved: 6/9/2021 9:09:42 PM
Sanitary Sewer Analysis
City of Columbia
Heights, MN
Figure 9 - Alternative 3 - Bypass Piping
June 2021
Legend
!I
Curren
t Pipe Remains
Proposed Reroute O
ptio
n
E
Proposed Plug
Modeled Sanitary Manhole
Unmode
led Sanitary Manho
le
Unmode
led Sanitary Pip
e
Redevelopment Area
s
Parcels
0
600Feet
Source: City of Columbia Heights, Anoka County
62 Units
550 Units
21
Item 2.
")
44TH AVE NE
6TH ST NE
5TH ST NE
7TH ST NE
4TH ST NE
2ND ST NE
MAIN ST NE
3RD ST NE
45TH AVE NE 41ST AVE NE
CENTRAL AVE NE
MONROE ST NE
JEFFERSON ST NE
MADISON ST NE
QUINCY ST NE
UNIVERSITY AVE NE
WASHINGTON ST NE
C ST
46TH AVE NE
A ST
2 1/2 ST NE
46 1/2 AV
E NE
D ST
B
S
T
TYLER ST NE
43RD AVE NE
42ND AVE NE
E ST
MAUREEN DR NE
JACKSON ST NE
VAN BUREN ST NE
TYLER PL NE
40 1/2
AV
E NE
KAREN LN NE
KATHY LN NE
Q U I N C Y W A Y N E
CALIFORNIA ST NE
VAN BUREN ST NE
3RD ST NE
Q U I N C Y W A Y N E
43RD AVE NE
JACKSON ST NE
42ND AVE NE
46TH AVE NE
CENTRAL AVE NE
UNIVERSITY AVE NE
VAN BUREN ST NE
UNIVERSITY AVE NE
41ST AVE NE
JACKSON ST NE
46TH AVE NE
D ST
45TH AVE NE
JACKSON ST NE
8''
24''
15''
12''
30''
10''
10''
30''
12''
10''
15''
15''
12''
30''
12''
10''
15''
12''
15''
15''
12''
8''
15''
15''
8''
12''
30''
10''
10''
Map Document: H:\COLHTS\0R1124055\GIS\ESRI\MCES 30-inch Analysis\Figures\Figure 10 - Sanitary Sewer Lift Station.mxd | Date Saved: 6/9/2021 1:08:28 PM
Sanitary Sewer Analysis
City of Columbia
Heights, MN
Figure 10 - Alternative 4 - Lift Station & Forcemain
June 2021
Legend
!I
")
Proposed Lift Station
Proposed Force Main
Modeled Sanitary Manhole
Unmode
led Sanitary Manho
le
Current Pipe Remains
Unmode
led Sanitary Pip
e
Redevelopment Area
s
Parcels
0
600Feet
Source: City of Columbia Heights, Anoka County
62 Units
550 Units
22
Item 2.
CITY COUNCIL WORK SESSION
AGENDA SECTION WORK SESSION ITEMS
MEETING DATE JULY 8, 2021
ITEM: September Work Session Date
DEPARTMENT: Administration BY/DATE: Nicole Tingley, 7/2/2021
CITY STRATEGY: (please indicate areas that apply by adding a bold “X” in front of the selected text below)
_Safe Community _Diverse, Welcoming “Small-Town” Feel
_Economic Strength _Excellent Housing/Neighborhoods
_Equity and Affordability _Strong Infrastructure/Public Services
_Opportunities for Play and Learning _Engaged, Multi-Generational, Multi-Cultural Population
BACKGROUND:
The September Work Session is currently scheduled for Tuesday, September 7, 2021 which is the day after
Labor Day. Would the City Council like to reschedule this to a different date? Please come with alternative
dates and times that will work for you.
23
Item 3.
CITY COUNCIL WORK SESSION
AGENDA SECTION WORK SESSION ITEMS
MEETING DATE JULY 8, 2021
ITEM: Park Use
DEPARTMENT: Administration BY/DATE: Kelli Bourgeois, 7/6/2021
CITY STRATEGY: (please indicate areas that apply by adding a bold “X” in front of the selected text below)
_Safe Community _Diverse, Welcoming “Small-Town” Feel
_Economic Strength _Excellent Housing/Neighborhoods
_Equity and Affordability _Strong Infrastructure/Public Services
_Opportunities for Play and Learning _Engaged, Multi-Generational, Multi-Cultural Population
BACKGROUND:
Councilmember Buesgens would like to start a conversation with the City Council about disrespectful people
taking advantage of the park facilities and leaving them trashed. This will be added to the August Work Session
agenda for further discussion.
24
Item 4.