HomeMy WebLinkAbout12-05-2022 Council Work Session PacketCITY COUNCIL WORK SESSION AGENDA
CITY OF LINO LAKES
Monday, December 5, 2022
Community Room
6:00 P.M.
The Economic Development Authority (EDA) will meet prior to the City Council Work Session at
5:30 p.m. in the Community Room (See Separate Agenda).
1. Otter Lake Road Master Plan, Michael Grochala, WSB
2. Cleaning Proposal for City-Owned Buildings, Rick DeGardner
3. Stormwater Management Ordinance Update, Michael Grochala
4. Bulk Deicing Material Storage, Michael Grochala
5. Appointment to Lino Lakes Advisory Boards, Sarah Cotton
6. 2023 Budget & Tax Levy, Hannah Lynch
7. Hodgson Road Trail Extension (49&J Improvement Project), Michael Grochala
8. Council Updates on Boards/Commissions, City Council
9. Adjourn
WS – Item 1
WORK SESSION STAFF REPORT
Work Session Item No. 1
Date: December 5, 2022
To: City Council
From: Michael Grochala, Community Development Director
Re: Otter Lake Road Master Plan
Background
The NE quadrant of 35E and Main Street has been the focus of a number of planning and
infrastructure projects over the past 10 years. These projects included:
2012 The Northeast Drainage Area study to develop a drainage route for future
storm water management.
2018 Comprehensive Plan amendment establishing a business park land use
district and extending utility staging.
2019 The City evaluated trunk utility needs and conceptual layouts for the Otter
Lake Road extension.
2021 The City completed the drainage outlet to Peltier Lake, completing the new
drainage system from 35E to Peltier Lake.
2021 Winter Wetland bank evaluation was started.
2022 Wetland delineations for Otter Lake Road alignment and stormwater
management completed.
2022 The City awarded the construction contract for extending storm sewer from
Watermark under I-35E to serve the NE 35E area.
Development along Main Street has reached a point where trunk drainage improvements
are required to provide a stormwater route to the I-35E crossing. These improvements
also need to consider location and stormwater requirements for the Otter Lake Road
extension.
Because much of the infrastructure planning is interrelated, the City Council authorized a
master plan covering approximately 400 acres lying north of Main Street and east of 35E.
The purpose of the plan would be to determine a preferred alignment of Otter Lake Road,
create a regional stormwater plan and routing for the area, determine sanitary sewer and
water routing, and obtain land and engineering information necessary to apply for various
state and federal funding economic development grant opportunities. WSB and
Associates, was retained to prepare the plan.
With completion of the study and selection of a preferred alignment alternative the City
will be able to move forward with preparation of construction documents for future
improvements to both Otter Lake Road and the trunk stormwater system. Construction
of the trunk stormwater system from existing Otter Lake Road (McDonald’s area) to the
35E outlet is the first priority. Without this improvement additional commercial
development along Main Street is extremely limited.
Discussion Items:
1. Review of alignment alternatives and consideration of preferred alternative. WSB
and staff are recommending Alternative 2.
2. Review of proposed land use alternatives.
The plan proposes certain land use changes for consideration, given market
conditions, proposed road alignment and topographic features. The plan and
recommendation are intended for guidance and support for possible land use changes
should these be proposed with future development interests.
Bernier Property – west of Otter Lake Road: Proposed change from commercial land
use to business campus with consideration for high density residential on east side of
wetland 3. Recognizes that physical limitation of site may limit commercial viability.
Allows additional flexibility for site development with property to north. High
density residential fits in behind wetland and strengthens commercial market along
with employment base for growing business area.
Winter Property – north end of project area: Proposed change from office/residential
to business campus with consideration for high density residential. Limited office
demand in metro market doesn’t support this land use. Business campus designation
would allow for office along with other commercial/industrial uses. Allows for
additional site flexibility and possible assembly with property to south to avoid
physical limitations of site. Offers another potential area for high density residential
to support growing commercial market and strengthen employment base for growing
business area.
After incorporating any City Council comments staff will meet with property owners to
discuss the draft plan and the recommended alignment. Staff is anticipating bringing the
final plan back to City Council for acceptance in January.
Lori Johnson, WSB and Associates, will be present at the meeting to present the plan.
Requested Council Direction
Staff is requesting City Council comment on the recommended alignment alternative and
proposed land use alternatives.
Attachments
1. Draft Otter Lake Road Master Plan
Otter Lake Road
Master Plan
2022
Otter Lake Road Master Plan
TABLE OF CONTENTS
CHAPTER 1: INTRODUCTION ........................................................4
CHAPTER 2: BACKGROUND INFORMATION ....................................6
CHAPTER 3: NATURAL RESOURCES AND DRAINAGE ......................9
CHAPTER 4: TRANSPORTATION ...................................................13
CHAPTER 5: LAND USE AND FINAL MASTER PLAN ........................18
CHAPTER 6: IMPLEMENTATION MEASURES AND STRATEGIES .......24
Otter Lake Road Master Plan
2022
CHAPTER 1:
INTRODUCTION
The City of Lino Lakes is an amenity rich outer ring suburb of the Twin Cities filled with lakes, wetlands, and open spaces. The City has had its fair share of housing, commercial and industrial development over the years
but as an outer ring suburb, Lino Lakes still has plenty of undeveloped land. The location of this land makes the City a desirable destination for even more commercial and industrial development, as explained below.
The Metropolitan Council designates the City of Lino Lakes as
an Emerging Suburban Edge community. This designation is for
communities in the early stages of transitioning from rural to urban
and comes with increased population forecasts. Planning for this
increase in population is critical. Designating areas in Lino Lakes for
industry and job opportunities as the population grows makes Lino
Lakes desirable for new businesses.
The City is in a prime location as both Interstates 35W and 35E
run through the community providing direct access to both
downtown Minneapolis and downtown St. Paul. Having access to
two major interstates makes the City of Lino Lakes a desirable town
for commuters and for development opportunities. Some of the
undeveloped land in Lino Lakes comes with challenges. Lino Lakes
has plenty of water rich areas that can constrain development.
The City has placed high value on protecting the natural amenities
through all aspects of community development.
The City of Lino Lakes has designated 400 acres of undeveloped
land north of County Road 14 immediately east of Interstate 35E
for commercial, industrial and office/residential uses. Otter Lake
Road is currently positioned in the middle of this 400 acres along
County Road 14, and only partially extends north to serve the existing
businesses in this area. The city is planning Otter Lake Road as an
extension of County Road 84. The city’s transportation plan identifies
the northerly extension of Otter Lake Road to be an “A” minor
expander, and it will act as a reliever to Interstate 35E. The extension
will also serve all adjacent land uses. Because of the development
constraints within this study area it is important for the City to think
critically about future development including future road extension
scenarios for Otter Lake Road and wetland and natural resource
management in the area. For these reasons, the City has chosen
to create a master plan for the Otter Lake Road extension to ensure
orderly and efficient development maximizes development potential
while managing and protecting natural resources.
The master plan provided in this document accounts for the future Otter Lake Road alignment and other local street connections,
utilities, land use designations, and natural resource management. Specifically, this document includes the following information:
• a review of the existing conditions in the study area
• an analysis of regional drainage patterns
• wetland sequencing
• review of road alignment scenarios, traffic conditions and
needs, trail and bicycle planning
• land use scenarios and economic development strategies
• implementation measures and strategies.
Chapter 1: Introduction | 4Otter Lake Road Master Plan
CHAPTER 1: INTRODUCTION
Insert Project Location Map
LINO LAKESSTUDY
AREA
HUGOMAIN STMAIN ST 24TH AVE24TH AVE35E
35E
14 14
CHAPTER 2:
BACKGROUND INFORMATION
Chapter 2: Background Information | 6
Change to Existing Zoning and Future Land Use Designations
CHAPTER 2: BACKGROUND INFORMATION
2040 FUTURE LAND USE
GB - GENERAL BUSINESS
R BR - RURAL/BUSINESS RESERVE
LEGEND
STUDY AREA
PARCELS
OFFICE RESIDENTIAL
COMMERCIAL
BUSINESS CAMPUS
LEGEND
STUDY AREA
PARCELS
CURRENT ZONING
35E 35E
14
14
The southern portion of the subject area is zoned General Business. With quick access from the 35E via
the County Road 14 exit, this district allows for smaller lots and a variety of businesses, specifically retail
and service uses. Two newer smaller commercial developments have occurred in this area north of County
Road 14 & east of Otter Lake Road, with another one in the process of being developed to the west of Otter
Lake Road. The 2040 Comprehensive Plan designates this portion as Commercial.
The remaining portion of the subject area is zoned Rural/Business Reserve. With the adoption of the
new zoning ordinance the R-BR designation will be eliminated and replaced with the R, Rural zoning
designation. This district is intended to preserve a rural very low density environment until such time as
the land is needed for commercial and industrial uses. Most of this land is existing farmland or contains
large wetlands. Since the land is dedicated for future development as needed, the 2040 Comprehensive
Plan divides this area into two future land use designations, Business Campus to the south bordering the
Commercial area, and Office Residential north of Business Campus.
Business Campus is for high quality, integrated development of a wide range of business uses at high visibility
locations. Office Residential is for a mix of office, business and residential uses. Residential development is
not required in the Office Residential designation and should not exceed 50% of the land area.
Chapter 2: Background Information | 7Otter Lake Road Master Plan
Existing Transportation Network
The study area is in a strategic location with immediate access from Interstate Highway 35E and County
Road 14. The area lies directly northwest of the exits and is bound between 35E to the west and 24th
Avenue to the east. The area currently has limited access. Otter Lake Road is proposed to be extended
further into the area to provide access for future development as well as providing east-west connections
to the existing streets in the Ctiy of Hugo.
The primary purpose of the Otter Lake Road extension is to implement the city’s transportation plan
goal of creating an “A” minor expander in this location. The access for future development of this area
is secondary to the transportation plan implementation but it is critical to the alignment decision. It will
provide principal access to developing parcels in the City of Lino Lakes and east-west connections with
the existing transportation system in the City of Hugo.
The large wetland system in the northern part of the study area is proposed to be included in the Greenway
System. The Greenway System includes large open areas in the City of Lino Lakes used for trail networks
and open space activities. The proposed wetland area will be connected by a future tunnel/bridge over
Interstate 35E to a greenway and trail network to the west. It may also be the location of a future wetland
bank to be owned and operated by the City. The status of the bank has not been solidified or approved by
governing bodies as it is still being explored as a possibility for this area.
Site Constraints
The subject area has plenty of physical constraints which come with unique challenges. These physical
constraints include:
• Access constrained by Interstate 35E on the west and Main Street on the south.
• Underground pipeline that runs from the southeast corner near County Road 14 & 24th Avenue N to the
northeast of the site and then crossing Interstate Highway 35E.
• Multiple wetlands exist on the site with some under the jurisdiction of the Army Corps of Engineers.
• Flood plain and ditches are located within the study area and the ditches are under the jurisdiction of
the Rice Creek Watershed District.""""""""""""""""""""""""""""""""""""""""""""""""
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CHAPTER 3:
NATURAL RESOURCES
AND DRAINAGE
Chapter 3: Natural Resources and Drainage | 9Otter Lake Road Master Plan
CHAPTER 3: NATURAL RESOURCES AND DRAINAGE
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Wetland Type
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Natural Resources
The study area has a historical plant community of Big Woods – Hardwoods, which would have contained
forest dominated by oak, maple, basswood, and hickory. Under existing conditions, most of the area is
used for agricultural production and few remnants of a historical plant community exist. Few other natural
resources are located within one mile of the study area. A query of the Department of Natural Resources
Natural Heritage Information System database (License Agreement No. 1003) showed that there is one
known occurrence of the Blanding’s turtle (Emydoidea blandingii) located to the southeast within one mile
of the study area. A mapped complex of Public Waters Wetlands are located at the north end of the study
area and includes delineated Wetland G. To the west of the study area across I-35 is DNR Public Waters
Basin Peltier Lake (DNR PWI No. 02000400) which also includes Rice Creek (DNR PWI No. M-059) flowing
through the basin. To the north of the study area is Hardwood Creek (DNR PWI No. M-059-009) which
connects to Rice Creek at the north end of Peltier Lake. Based on the Minnesota Pollution Control Agency’s
2022 impaired waters list, Peltier Lake has impaired uses of aquatic consumption and aquatic recreation
and has an approved TMDL for mercury and nutrients. Hardwood Creek is also listed with an impaired use
of aquatic life (AQL) and has an approved TMDL for dissolved oxygen and fish bioassessments. Peltier Lake
is also mapped by the Minnesota County Biological Survey as having areas of rare species and native plant
communities with a moderate biological significance. These areas don’t extend into the study area.
Chapter 3: Natural Resources and Drainage | 10Otter Lake Road Master Plan
A regional system as proposed has numerous advantages over smaller, individual stormwater management
BMPs as sites develop. It takes the burden off site developers to meet the restrictive rate limits set by
RCWD and allows them to develop with the standard requirements seen in other regions of Lino Lakes.
This system also allows for high-level flood management. As development occurs, more runoff will be
generated, potentially raising flood elevations at lower-elevation locations of the region. With this regional
system, these flood elevation increases can be anticipated and incorporated into site designs at an
early stage. It allows developers to understand what outlots and freeboard requirements will be needed
based on area flood conditions. The regional system will also enhance and protect the wetlands used
as stormwater storage. The main drawback of a regional system is the cost to the City to construct and
maintain it. Parts of the system will need to be built before development can occur and therefore will
require an initial investment from the City. In addition, potentially developable land will be needed for the
system, somewhat reducing buildable area in the region. The city has established a trunk surface water
management charge to recover these costs.
Approval of this drainage system will be regulated by RCWD. The watershed is setting the rate control
and flood condition requirements and regional plan approval will be needed in order for specific sites to
develop without the highly restrictive rate limits. In addition, improvements proposed for Wetlands 4, 7
and 8 within the system will require approval from the Wetland Conservation Act Local Government Unit
and the US Army Corps of Engineers. The pipe alignment under I-35E has been approved by MnDOT and
is under construction as of Fall 2022.
Drainage
The City has worked with its consultant, WSB, to create a regional drainage system to serve the study
area. This regional system will provide rate control as well as flood storage for stormwater within the area.
Under existing conditions, the study area is functionally landlocked, only outletting via the draintile of the
Main Trunk and Branch 8 of Anoka County Ditch 55. Stormwater from the site ultimately reaches Peltier
Lake, which has a TMDL for nutrient loading. Due to a combination of this TMDL and the very limited flow
capacity of the draintiles, Rice Creek Watershed District (RCWD) has set restrictive flow limits on proposed
development that routes to the draintile system. WSB is proposing an outlet pipe under Interstate 35E,
routed to the Watermark development to the west, ultimately reaching Peltier Lake. This pipe will allow the
area to avoid the restrictive limits of the draintile system and no longer function as a land locked basin.
While this regional system will provide ultimate control of flows coming out of the area, it is not proposed
as water quality treatment for the sites in the area. All sites will be required to meet RCWD’s standard
stormwater management requirements, including water quality, volume, and peak rate control; infiltration
and filtration BMPs will be suggested for site water quality treatment. These site-specific stormwater
systems will then outlet to the proposed regional system.
The system primarily consists of three water storage areas, two existing wetlands and a constructed wet
pond. See the Drainage and Natural Resources map on the previous page for proposed system layout.
Outflows from site-specific stormwater systems will be routed to one of these storage areas and then
through the rest of regional system from there. Storage areas are proposed to be interconnected with a
combination of culverts and open ditches. The final and lowest stage of this regional system will be a 0.6-
acre wet pond. This pond will have an outlet control structure with a sluice gate to limit flow rates under
I-35E and close when needed if Peltier reaches flood stages as required by RCWD.
Chapter 3: Natural Resources and Drainage | 11Otter Lake Road Master Plan
Wetlands
Wetlands within the subject area have been delineated and the locations of the wetlands are shown on
the figure on the right. The majority of the wetlands are degraded, being used for active agriculture or hay
production. The Wetland Table in the appendix outlines the wetlands and wetland characteristics within the
subject area.
Wetland Regulation and Sequencing
All wetlands within the study area are subject to regulations under the Wetland Conservation Act (WCA),
US Army Corps of Engineers (USACE) Section 404, and MN Pollution Control Agency (Section 401) unless
otherwise determined to be non-jurisdictional. The DNR also regulates a portion of Wetland G within the
study area as a Public Waters. A sequencing analysis has been reviewed and approved by the WCA LGU,
which provides approval of the outlined alternatives analysis. Sequencing flexibility was also received for
Wetlands 6, 11a, 11b, 12, 13, 18, and 23 through this approval due to their degraded quality and alterations
due to agricultural practices. The city also received an Approved Jurisdictional Determination from the
USACE, stating that the USACE does not regulate Wetlands 3, 11, 12, 13, 18, 19, and Q.. Impacts to all
wetlands will require mitigation through WCA. Mitigation will also be required for impacted wetlands under
the jurisdiction of the USACE. BayD r14
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CHAPTER 4:
TRANSPORTATION
Chapter 4: Transportation | 13
CHAPTER 4: TRANSPORTATION
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City of Lino Lakes
Projected Average Daily Traffic
Main Street 24th Avenue NRosemary WayOtter Lake Road2,100
1,200
3,500
3,700
2,000
14,8009,0002,6003,3005,200Potential North/South
Connections
The city’s 2040 Comprehensive Plan identified the need for a new roadway network north of Main Street
(CSAH 14) between I-35E and 24th Avenue. The roadway network, including Otter Lake Road and the
other supporting streets, will provide local and regional access for this 400 acre portion of the city. The
planned roadway network will accommodate the orderly development of the existing and anticipated
commercial properties north of Main Street. The area adjacent to the proposed Otter Lake Road just north
of Main Street (CSAH 14) is currently experiencing development pressure. A supplemental Traffic Study
was completed for this area to determine the appropriate local street network. A copy of the South Otter
Lake Road Study is included in the Appendix of this Master Plan.
Traffic forecasts were prepared for the 2040 conditions assuming full build of the anticipated land use for
the area. Based on the traffic projections the Otter Lake Road extension will have a daily volume of 14,800
vehicles per day (vpd) at Main Street (CSAH 14) and 9,000 vpd to the north. A portion of the existing traffic
on 24th Avenue will be redistributed to the Otter Lake Road extension. Reviewing the city of Lino Lakes
and city of Hugo Transportation Plans, approximately 40% of the existing traffic could be redistributed.
The attached figure on the right shows the projected 2040 average daily traffic (ADT) volumes on the local
roadway network assuming that Otter Lake Road at Rosemary Way is restricted to a right-in/right-out. The
roadway design will be based on City design guidelines and MnDOT State Aid Standards. The roadway will
consist of a two-lane cross section with left and right turn lanes at the primary access locations in a 120ft
right of way corridor.
The first intersection on Otter Lake Road north of Main Street (CSAH 14) at Rosemary Way will be converted
to a right-in/right-out access. The first full movement access would be located approximately 660ft north
of Main Street (CSAH 14) providing access to the planned commercial and retail land uses. The intersection
will be controlled with either a roundabout or traffic signal. The remaining intersections to the north would
be spaced approximately 1/4 apart with side street stop control. A pedestrian path will be included on the
east side of the roadway extending the path adjacent to the existing Otter Lake Road from Main Street
(CSAH 14) to Rosemary Way. The trail will connect the Regional Trail on Main Street (CSAH 14) to the
neighborhoods to the north. A sidewalk will also be provided on the west side of Otter Lake Road.
Rosemary Way is proposed to be extended from Otter Lake Road to 24th Avenue, serving as a backage
road to Main Street. A connecting road from Rosemary Avenue to the full movement access on Otter
Lake Road will be required. The exact alignment of this route will be determined as the area develops.
Otter Lake Road Master Plan
Rosemary Way at 24th Avenue currently is stop controlled for the Rosemary Way approaches. As the area
develops the level of service at the intersection will start to cause a backup past the existing Kwik Trip
access road. The future intersection operations will likely warrant intersection control improvements such
as northbound and southbound left turn lanes on 24th Avenue with all-way stop control or a traffic signal
or a possible roundabout. These improvements will be coordinated with the City of Hugo.
Chapter 4: Transportation | 14Otter Lake Road Master Plan
SECONDARY NEEDS
Limited Parcel Impacts: The parcels surrounding
the Otter Lake Road extension have a planned
land use of commercial, industrial and residential.
To maximize buildable lot sizes for this type of
development, there is a need for the city to select
an alignment that will preserve large tracts of
land on both sides to maximize development. The
roadway alignment design will need to include
reasonable primary access from Otter Lake
Road and secondary access from the local street
system to limit impacts to each development
parcel. Given the environmental concerns in the
area, the new road will allow property owners to
maximize development on their parcels while also
protecting wetlands as much as possible.
Existing Infrastructure: There is a need to build off
of the existing infrastructure (roads, sewer, water
main, etc.) in this area so that new infrastructure
for the commercial, industrial and residential lots
can be easily extended and more cost efficient.
PRIMARY NEEDS
Traffic Demand: The City has identified a need
for a new regional roadway parallel to I-35E north
of Main Street to meet the future traffic demands
for the northeast portion of the city. Based on
projected traffic volumes, a north-south arterial
road will be needed north of Otter Lake Road’s
current terminus at Main Street to accommodate
the existing neighborhoods and anticipated
development of commercial, industrial and
residential properties north of Main Street, between
I-35E and 24th Avenue. The proposed Otter Lake
Road connection will provide the opportunity for a
regional link on the east side of I-35E from TH 96 in
White Bear Lake to TH 97 in Forest Lake.
Property Access: The Otter Lake Road extension
will be constructed through existing agricultural
parcels. Based on the City’s 2040 Comprehensive
Plan, these parcels are planned for commercial,
industrial and residential land use. Access roads
for any potential lot will stem from Otter Lake Road,
and there is a need to construct this roadway in a
location that allows for the construction of access
roads to each parcel.
Each commercial lot will need a connection to
the City’s sewer and water systems. The location
of the Otter Lake Road extension determines
how sewer and water can be extended to each
lot. Existing sewer and water lines are located at
the Otter Lake Road terminus (Phase I) near Main
Street. The sewer and water will be extended
along Otter Lake Road and sewer and water
connections to each lot will stem from Otter Lake
Road. Shorter extensions of sewer and water
will be possible if Otter Lake Road is located
near each lot line. Sewer and water will also be
extended between Otter Lake Road and 24th
Avenue along the Rosemary Way alignment with
each site development.
Pipeline Crossing: There is an existing gas
pipeline and easement that extends from near
Wetland 3 to the northwest. When Otter Lake
Road is extended across the pipeline, the road
elevation will need to be heightened to provide
appropriate coverage. A rise in elevation requires
the road to tie down to existing contours for a
length of roadway. Constructing the Otter Lake
Road extension at a right angle to the existing
pipeline will allow for the shortest length of
heightened roadway which may result in fewer
wetland impacts from slope tie-down, and less
impact to the utility easement.
State Aid Design: The Otter Lake Road extension
will need to meet State Aid geometric design
standards for urban design roads because the
roadway will become a County State Aid Highway
in the future when 24th Avenue is is improved to
80th Street (City of Lino Lakes Transportation
Plan), including the minimum standards shown
in Wetland Table in the Appendix. Drainage from
the road extension will be accommodated for by
constructing ponds adjacent to the roadway in
upland areas.
Chapter 4: Transportation | 15Otter Lake Road Master Plan
Avoidance Alternatives
Each alignment alternative studied in this Master Plan was evaluated based on its ability to avoid wetland
impacts and meet the needs of the project including meeting traffic demand and state aid design
standards, providing property access, limiting parcel impacts, allowing for reasonable extension of
existing infrastructure, and reducing roadway coverage within an existing gas pipeline easement. All of
the alternatives, except the no-build, have proposed impacts to wetlands. The figure to the right and the
tables on the following page summarize the total wetland impacts for each of the alternatives, and how
each alternative meets the needs of the project. The city will engage the regulatory agencies in evaluation
of the avoidance and minimization measures incorporated into the selection of a preferred alternative.
Permits for impacts to wetlands will be required prior to construction.
ALTERNATIVE 1
Alternative 1 extends Otter Lake Road from the
existing terminus near Main Street to the north
0.56 miles where it then curves to the northeast
and connects into 24th Ave. This alternative
generally follows lot lines but does split parcels
133122410009 and 133122420001 which are
under the same ownership. This creates an
undesirable configuration for the landowner. The
location of the alignment also provides access
to all lots without the need for extensive access-
road construction and extension of utilities.
This alternative does cross an existing pipeline
easement at an angle causing significantly more
coverage over the pipeline than if approached
at a right-angle. This causes the road to be
constructed at a higher elevation for a longer
portion of the roadway by increasing the length
the two are sharing the same space.
This alternative would impact a total of 2.80
acres of wetlands (Table 4-2). The roadway would
impact the east side of the main Wetland 4 basin
avoiding the largest part of the wetland. The east
side of this wetland is essentially a constructed
low-quality ditch channel and farmed hay field.
The entirety of Wetland 23 would be impacted
by this alignment; however this wetland is not
likely under the jurisdiction of the USACE and
likely qualifies for sequencing flexibility due to
its degraded quality as a farmed wetland. The
alternative generally avoids the main part of
Wetland 12 to the north with minor impacts and
then cuts between two lobes of Wetlands 11a and
11b, avoiding the larger parts of these basins.
Wetlands 12, 11a, and 11b are also farmed wetlands.
Alternative 1 results in the highest amount of
wetland impact and does not meet the needs of
the project and therefore was rejected.FallDr35E
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City of Lino Lakes
Alignment Alternatives
Alignment 1
Alignment 2
Alignment 3
Project Area
Proposed Right of Way
Wetlands
Chapter 4: Transportation | 16Otter Lake Road Master Plan
ALTERNATIVE 2 (PREFERRED ALIGNMENT)
Alternative 2 extends Otter Lake Road from the
existing terminus near Main Street to the north 0.22
miles then slightly curves to the northeast, then
back north for 0.25 miles before finally curving to
the northeast to connect into 24th Avenue parallel
to Alternative 1. This alignment generally follows
north-south lot lines eliminating the need to split
most of the parcels. The location of the road provides
access to all of the lots which then requires fewer,
shorter access roads and utility extensions. Limiting
the future access roads will ultimately reduce the
amount of wetland impacts due to roadways. This
alignment also approaches the pipeline easement
at a right angle reducing the height of the road at
the crossing and any future conflicts with small
utilities that run parallel to the roadway.
After cutting through Wetland 3, this alignment
curves to the northeast before continuing to
TABLE 4-1: ALTERNATIVE ALIGNMENT SUMMARY
Alternative 1 Alternative 2
(Preferred)Alternative 3 No Build
Primary Needs
Traffic Demand
Property Access
Secondary Needs
Limited Parcel Impacts
Access to Existing Infrastructure
Ability To Meet State Aid Standards
Pipeline Easement Crossing at Right-Angle
TABLE 4-2. ESTIMATED WETLAND IMPACTS (ACRES) FOR EACH ALTERNATIVE ALIGNMENT
1 - Not regulated by USACE per AJD (dated 11/1/2022)
2 - Received sequencing flexibility approval per LGU Decision 22-063 (dated 9/14/2022)
Wetland ID Alternative 1 Alternative 2 (Preferred) Alternative 3 No Build
Wetland 3 1 1.58 1.58 1.58 0
Wetland 4 0.32 0.06 0 0
Wetland 6 2 0 0 0.09 0
Wetland 11a 1,2 0.16 0 0 0
Wetland 11b 1,2 0.34 0 0 0
Wetland 12 1,2 0.10 0.30 0 0
Wetland 13 1,2 0 0.52 0 0
Wetland 17 0 0 0.01 0
Wetland 18 1,2 0.13 0.21 0.21 0
Wetland 23 2 0.17 0 0 0
Total 2.80 2.67 1.90 0
the north avoiding most impacts to Wetland 4.
The alignment follows the property lines to the
north and cuts through a portion of Wetland 12.
However, Wetland 12 at this location is degraded:
farmed on the west side of the property line and
pastureland to the east. The alignment avoids
Wetlands 11a and 11b unlike Alternative 1 but does
impact the majority of Wetland 13. The preferred
alternative results in 0.13 acres less wetland
impact than Alternative 1 and meets the needs
of the project. This alternative results in a total of
2.67 acres of wetland impacts (Table 4-2).
ALTERNATIVE 3
Alternative 3 extends Otter Lake Road from the
existing terminus near Main Street to the north
0.22 miles then slightly curves to the northeast
where it continues northeast until it connects with
24th Avenue. After cutting through Wetland 3, this
alignment impacts three farmed wetland areas:
Wetlands 18, 17, and 6. This alternative avoids most
wetland impacts initially resulting in 1.90 acres of
impact (Table 4-2). However, this alternative does
not provide access to the northerly lots and would
require extensive construction of access roads
and extension of utilities which would result in
additional wetland impacts likely exceeding the
amounts of the other alternatives. This alternative
does not meet the project’s needs and was
rejected due to the fact that it would not provide
access to all properties and limited access to
existing infrastructure would cause development
of land within the planned land use for the area
(commercial) to be challenging.
NO BUILD ALTERNATIVE
The no build alternative would not extend Otter
Lake Road to the north. Access for the parcels
would result in the construction of local roads
from 24th Avenue. Access to the area would be
from 24th Avenue which is restricted to right-in/
right-out at Main Street (CSAH 14). Access to or
from eastbound Main Street (CSAH 14) would be
through the Victor Hugo Boulevard intersection
in Hugo. This would result in the need for 24th
Avenue as well as Rosemary Way in the city of
Hugo to be improved. There are no existing sewer
and water connections along 24th Avenue that
could easily be extended out to the lots as this
road is the city boundary between Hugo and Lino
Lakes. Sewer and water would be one sided and
sewer water extension in this manner would result
in over double the amount of infrastructure. This
alternative would initially avoid wetland impacts
but does not meet the needs of the property
owners or the city and was rejected.
Table 4-1 summarizes each of the alternatives with
respect to the primary and secondary needs of the
project area. Table 4-2 summarizes the estimated
wetland impacts for each alignment alternative.
CHAPTER 5:
LAND USE AND FINAL
MASTER PLAN
Chapter 5: Land Use and final master plan | 18
CHAPTER 5: LAND USE AND FINAL MASTER PLAN
The land in the project area currently is designated for commercial, industrial and office/residential uses. A further description of the
zoning designations and land uses designations are provided below:
Current Zoning
The current zoning designations for the project area are General Business (southern parcels) and Rural Business Reserve (the remainder
of the site).
GB - GENERAL BUSINESS
R BR - RURAL/BUSINESS RESERVE
LEGEND
STUDY AREA
PARCELS
35E
14CENTERVILE HUGOMAIN STMAIN ST 24TH AVE24TH AVEAccording to the zoning ordinance, General Business allows for a wide variety of business uses including retail, service, and
semi-industrial uses. The uses may contain businesses which tend to serve other business and industry as well as those catering
to shoppers’ needs.
The zoning ordinance indicates the Rural Business Reserve district is intended to preserve a rural, very low density environment
until such time as the land is needed for commercial and industrial uses. Residents of this district can expect to fully use the land
for farming, grazing, animal husbandry, propagation of nursery stock, gardening, and other traditional rural uses. In addition, the
district is meant to prevent incursion of those land uses that would adversely affect or diminish the rural character of the land.
In particular, subdivisions of land for residential purposes as well as commercial and industrial uses without access to suitable
infrastructure is not to be permitted. It should be noted that the City is currently in the process of amending the zoning ordinance
at the time of this master plan creation and the Rural Business Reserve district will eventually be eliminated. The new zoning
designation for these properties will be R, Rural, until such time as they are developed. The new Rural district generally has the
same uses as the Rural Business Reserve district.
Chapter 5: Land Use and final master plan | 19Otter Lake Road Master Plan
Future Land Use
The city’s 2040 Comprehensive Plan Update and Map indicate that the land uses for the project area include Commercial, Business
Campus and Office Residential.
COMMERCIAL
BUSINESS CAMPUS
OFFICE RESIDENTIAL
LEGEND
STUDY AREA
PARCELS
35E
14CENTERVILE HUGOMAIN STMAIN ST 24TH AVE24TH AVEThe Commercial land use is intended to accommodate retail, office and service uses. Commercial areas are identified along
major roadways within the City, as these corridors will provide higher traffic volumes and visibility to support commercial uses.
The provision of additional commercial areas will increase employment opportunities for residents of the community and will
also increase the city’s tax base and relieve pressure on residential property taxes. Creating commercial areas around the city will
provide convenient retail opportunities for residents of all neighborhoods.
“Business Campus” is a new designation in the 2040 Plan Update. The purpose of this new designation is to provide for the high-
quality, integrated development of a wide range of business uses at high visibility locations, particularly the area near the I-35E and
I-35W corridors and interchanges. These areas will create a strong image for the city and serve primarily as employment centers,
with office, service, research and development, data centers and light industrial uses. Warehousing and outdoor storage would
be limited, as accessory to these primary uses. Other uses would include those that support the businesses and their employees,
such as convenience retail or services, hotels, restaurants, daycare facilities, banks or other financial institutions, and park and
ride facilities. Additional uses may include destination uses that have a market draw beyond the local area, such as entertainment,
public institutions or non-profit or semi-public facilities. A master plan/ PUD plan will ensure a cohesive development pattern, and
provide standards for good aesthetics and architectural quality, while protecting the natural resources of the area
The Office Residential land use category provides for office and business uses and residential units at a density of 4.0 to 6.0 units
per acre. Residential development is not required but should not exceed 50% of the land area.
Chapter 5: Land Use and final master plan | 20Otter Lake Road Master Plan """""""
"
""""""""""""""""""""""""""""
""""35E 158thSt
N
Empress AveN24th AveNACD 55ACD
7
2
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0 500
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Figure 2: Project Boundary
Potential Easement Area
Approx. Tile Locations
2019 Wetland Delineation
County Ditch
Winter's Wetland Bank
City of Lino Lakes ,MN """""""
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N
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Figure 2: Project Boundary
Potential Easement Area
Approx. Tile Locations
2019 Wetland Delineation
County Ditch
Winter's Wetland Bank
City of Lino Lakes ,MN
Otter Lake Road
Study Area
Potential Wetland Bank
Easement Area
Approx. Tile Location
2019 Wetland Delineation
County Ditch
Current Trends
The Otter Lake Road extension will provide opportunities for property owners to develop their property in a way that was not possible prior to the extension. As part of this master plan it is appropriate to analyze current
market trends to determine if the existing zoning and land uses are appropriate for maximizing development potential. The Twin Cities real estate market is seeing the following trends occurring at the time:
INDUSTRIAL
Properties adjacent to major interstates with good local access are being purchased by users intending
to build 250,000 square feet or more for industrial uses. Smaller users also exist but the higher square
footage is highly sought after at this point in time.
RESIDENTIAL
The high density residential market is strong in
the Twin Cities Metropolitan Area.
COMMERCIAL
Commercial activity is occurring at this time but
at a much slower rate than industrial activity.
Chapter 5: Land Use and final master plan | 21Otter Lake Road Master Plan
The project area is in a very desirable location adjacent to I35E with ramp access to Main Street on the
south end of the project area. The Otter Lake Road extension will provide valuable access opportunities
to the property owners within the project area. Because of the location and the access opportunities, it
is important to merge market trends and land use regulations in order to achieve maximum development
potential. The map on this page provides a glimpse of the recommended land uses and preferred road
alignment.
Final Road Alignment &
Recommended Future Land Use
RECOMMENDED LAND USE
• The current commercial zoning and future land use designations on the south end of the project area
are appropriate based on current development trends. There are existing commercial uses within this
area and it makes sense to allow for more commercial development in the future given that commercial
activity is still doing well in the market today.
• The City should consider rezoning all properties currently zoned as Rural Business Reserve (or Rural as
prescribed by zoning ordinance amendments) to LI Light Industrial, the new Business Campus zoning
district, or create a new zoning district to accommodate and allow the types of uses that the City wishes
to attract in this area. This rezoning should occur at the time of development. Properties not being
developed can remain zoned as Rural Business Reserve or Rural (as prescribed by zoning ordinance
amendments). A new zoning district could include a mix of certain types of commercial uses and light
industrial uses, while ensuring the warehousing and outdoor storage is limited in nature or eliminated
from potential uses all together.
• The land use of Business Campus would be the most appropriate for all land that is not designated
for commercial development. The type of uses described in this chapter match the current trends for
development on similar parcels throughout the metro area.
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FeetOtter Lake Road Master Plan
City of Lino Lakes
Land Use Map
Parcels
Pipeline ROW
Wetlands
Intersection
BUSINESS CAMPUS
COMMERCIAL
POTENTIAL HIGH
DENSITY RESIDENTIAL
POTENTIAL HIGH
DENSITY RESIDENTIAL
BUSINESS CAMPUS
COMMERCIAL
LEGEND
Chapter 5: Land Use and final master plan | 22Otter Lake Road Master Plan
RECOMMENDED ROAD ALIGNMENT (ALTERNATIVE 2)
• Eliminates the need to split most of the parcels.
• Requires fewer, shorter access roads and utility extensions.
• Reduces the amount of wetland impact due to roadways.
• Approaches the pipeline easement at a right angle reducing the height of the road at the
crossing and any future conflicts with small utilities that run parallel to the roadway.
• The change from Office Residential to Business Campus on north end is recommended to provide
greater flexibility to adapt to changing market conditions over time. The business campus designation
provides for both office and light manufacturing uses, while high density housing could be considered
as a complementary component as part of an overall development plan as noted below.
• High Density residential uses may be considered in certain locations within the project area. This use
should be located away from the I-35E intersection along 24th Avenue. A suggested location is in
the southeast corner of the project area where physical constraints may limit site visibility or access
desired by commercial users. It can also be accommodated within the farther north adjacent to the
wetland bank area.
CHAPTER 6:
IMPLEMENTATION MEASURES
AND STRATEGIES
Chapter 6: Implementation Measures and Strategies | 24Otter Lake Road Master Plan
WATER
The City’s 2040 Comprehensive Plan and Water System Model identify the need for a 16-inch diameter
trunk water line running north south through the development site, which will extend and be part of a
broader future trunk water line loop crossing I-35E. Smaller size watermain, 8 to 12-inch diameter, will be
looped throughout the commercial and industrial sites. The City’s water supply and storage capacities
will be expanded to keep pace with development and demand on the water system and in accordance
with the City’s 2040 Comprehensive Water Supply Plan.
Utilities
SANITARY SEWER
The City’s 2040 Comprehensive Plan identifies the need for a 27 to 18-inch diameter trunk sanitary sewer
flowing southward and extending from south to north through the development site. This new trunk
sanitary sewer will serve City Sanitary District 5 and will discharge to Metropolitan Council Environmental
Services (MCES) Interceptor 802325 through a new flow meter vault currently under design and located
near the intersection of Main Street and 24th Avenue. Smaller size sanitary sewer laterals, 8 to 12-inch
diameter, will be extended from the trunk to the commercial and industrial sites.
CHAPTER 6: IMPLEMENTATION MEASURES AND STRATEGIES
As the City of Lino Lakes moves forward with development proposals for the study area, this Master Plan
is meant to be a guide for development. In order to implement this plan and allow for development to
occur, the Otter Lake Road extension needs to be constructed, zoning and land use changes will occur,
environmental applications need to be pursued and economic development strategies need to be
developed. This chapter outlines several implementation measures that need to occur in order to achieve
full development of the study area.""""""""""""""""""Main StInterstate 35E16''12''16''
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City of Lino Lakes
Utilities Map
Parcels
Pipeline ROW
Frontage Road
35E Pipe Crossing"
Existing Watermain
MCES Interceptor"
Trunk Sanitary Sewer"
Trunk Watermain
Chapter 6: Implementation Measures and Strategies | 25Otter Lake Road Master Plan
Wetlands
Wetlands throughout the study area have been identified and may be regulated by various agencies,
including Rice Creek Watershed District (RCWD, for the Wetland Conservation Act), USACE, MN Pollution
Control Agency (MPCA), and DNR (Wetland G). A sequencing analysis has been submitted to the agencies
for potential impacts from the roadway alignment. Additional coordination will be necessary when
designed plans become available to obtain permits from RCWD/WCA, USACE, and MPCA. Mitigation for
impacts to wetlands is anticipated via purchase of credits from a wetland bank, and primarily from a
potential wetland bank located on the parcels adjacent to the study area to the north. This potential bank
would restore wetlands formerly drained by agricultural use and use of this potential bank would maintain
a no-net loss of wetland within the local watershed.
Impacts to wetlands resulting from future development of the parcels throughout the study area will also
require coordination with the various agencies who have regulatory authority over the wetlands. Each
development will be responsible for developing site plans that avoid wetlands or minimize impacts if
avoidance isn’t practical or feasible. Replacement for impacts resulting from these developments will be
encouraged through the potential wetland bank north of the study area, if available, to maintain a no-net
loss of wetland within the local watershed."""""""
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""""""""""""""""""""""""""""
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N
24th AveNEmpress AveNACD 55ACD
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Potential Wetland Bank
Potential Wetland Bank Easement Area
Otter Lake Road Study Area
Approx. Tile Locations
2019 Wetland Delineation
County Ditch
Otter Lake Road Master Plan
City of Lino Lakes
Wetland Bank
Approximately 114 acres located partially within the study area and north of the study area have been
identified as a potential wetland bank. Wetland banks are areas where wetlands have been restored or
preserved and wetland credits are established based on the amount of restoration or preservation on
the site. Projects that impact wetlands can purchase credits from the wetland bank as mitigation. The 114
acres identified north of the study area is currently used for agricultural production and has been in that
land use as far back as 1938. Agricultural tile has been used to drain wet areas to promote agricultural
production. Several wetlands are located throughout the potential wetland bank area and historic aerial
photos indicate that they are smaller today as a result of tile drainage than they were historically. A study is
currently underway to evaluate the potential to restore approximately 67 acres of fully or partially drained
wetland by allowing hydrology to return to the wetlands and restoring native vegetation. Additionally,
approximately 47 acres of upland native buffer vegetation will also be established. The resulting wetland
bank would provide mitigation opportunities for local projects that result in wetland impacts and promote
no-net loss wetlands within the area.
Chapter 6: Implementation Measures and Strategies | 26Otter Lake Road Master Plan
Road Construction
The Otter Lake Road Extension Project will require right of way or roadway easement acquisition prior to
construction. It is anticipated that permits will be required from MPCA, USACE, and the DNR for wetland
impacts. The project will be coordinated with government agencies including Anoka County, Washington
County and the City of Hugo.
The Otter Lake Road Extension Project based on the approved concept alternative, including the east-
west connections from Otter Lake Road to 24th Avenue as outlined in the “South Otter Lake Road Traffic
Study” included in the appendix, will be designed to Municipal State Aid standards and is planned to be
constructed in 2024. The project will be substantially completed within one construction season, however
final construction is anticipated to carry into the next construction season.
Chapter 6: Implementation Measures and Strategies | 27Otter Lake Road Master Plan
Land Use
Land use and zoning amendments should occur with development of the study area to match the future
land use and zoning map. As development applications are received, or if the City prefers to be proactive
and initiate these changes prior to development, the following amendments must occur:
• All properties currently zoned as Rural Business Reserve should be rezoned to LI (Light Industrial),
the new Business Campus district, or the City could create a new flexible district that incorporates
uses that the City wishes to attract in this area.
• With the exception of the current commercial land use district on the south end of the study area, the
land use for all remaining land in the study area should be amended to Business Campus to provide for
the high-quality, integrated development of a wide range of business uses at high visibility locations.
• High density residential uses should be considered for locations within the study area. The location
of this type of use would be adjacent to 24th Avenue and immediately north of the commercial land
uses on the south end of the study area or on the northwest corner of the northernmost proposed
intersection of Otter Lake Road and 24th Avenue North. A comprehensive land use amendment and
rezoning would be required to implement the housing in the study area.
• The City will be required to process land use amendments with the Metropolitan Council in order
to accommodate the land uses suggested in this Master Plan. This can be done proactively before
development occurs, or at the time of development of each parcel.
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City of Lino Lakes
Land Use Map
Parcels
Pipeline ROW
Wetlands
Intersection
BUSINESS CAMPUS
COMMERCIAL
POTENTIAL HIGH
DENSITY RESIDENTIAL
POTENTIAL HIGH
DENSITY RESIDENTIAL
Economic Development
This area will continue to grow and develop as the infrastructure is completed allowing for a smooth and
expeditious development process to be implemented. The completion of the master planning of the area
allows for the sites to be bordering on shovel ready for potential projects. The City will be working with
the property owners and potential developers on the identification of funding sources to help mitigate
the effects of the costs of development. These may include funding from the Department of Employment
and Economic Development, Federal EDA and other governmental agencies. As the sites move closer to
availability for development, the City will use their traditional marketing strategies to promote the area
for development. In addition, the City will be working with the Minnesota Technology Corridor on the
promotion of the sites to expand the reach of potential development partners.
APPENDIX
WETLAND TABLE
SOUTH OTTER LAKE RD TRAFFIC STUDY
Wetland
ID
Notice of Decision: Project Name
& Date Delineation Method Eggers and Reed
Circular 39
(Cowardin)NWI* DNR PWI**
Wetland
Size (acres)
1 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Ax)Yes NA 0.38
2 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Fresh Wet Meadow Type 2 (PEM1Bf)Yes NA 0.17
3 Otter Lake Road Extension 2/11/22 Level 1 and Level 2
Shallow Marsh/Shallow
Open Water
Type 3/ Type 5
(PEM1Ff/ PABG)Yes NA 5.77
4 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af)Yes NA 4.47
5 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af)Yes NA 0.19
6 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1A)Yes NA 0.32
7 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af No NA 0.40
8 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af)Yes NA 1.22
9 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.31
10 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.09
11a, 11b Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 Yes NA 0.94
12 Otter Lake Road Extension 2/11/22 Level 1 and Level 2
Seasonally Flooded Basin/
Fresh (wet) Meadow
Type 1/2 (PEM1Af/
PEM1B)Yes NA 1.57
13 Otter Lake Road Extension 2/11/22 Level 1 and Level 2
Seasonally Flooded Basin/
Shallow Marsh
Type 1/3 (PEM1Af/
PEM1C)Yes NA 0.39
14 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.36
15 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.34
16 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.29
17 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.23
18 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.33
19 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.15
20 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.18
21 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.19
22 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.13
23 Otter Lake Road Extension 2/11/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA 0.17
7B Lester Winter Property 12/18/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1Af) No NA Unknown
8B Lester Winter Property 12/18/22 Level 1 and Level 2 Fresh Wet Meadow Type 2 (PEM1B) No NA Unknown
J Lester Winter Property 12/18/22 Level 1 and Level 2 Fresh Wet Meadow Type 2 (PEM1B) No NA Unknown
K Lester Winter Property 12/18/22 Level 1 and Level 2 Fresh Wet Meadow Type 2 (PEM1B) No NA Unknown
L Lester Winter Property 12/18/22 Level 1 and Level 2 Fresh Wet Meadow Type 2 (PEM1B) No NA Unknown
M Lester Winter Property 12/18/22 Level 1 and Level 2 Fresh Wet Meadow Type 2 (PEM1B)Yes NA Unknown
C3 Lester Winter Property 12/18/22 Level 1 and Level 2 Fresh Wet Meadow Type 2 (PEM1B) No NA Unknown
C4 Lester Winter Property 12/18/22 Level 1 and Level 2 Fresh Wet Meadow Type 2 (PEM1B) No NA Unknown
G Lester Winter Property 12/18/22 Level 1 and Level 2
Sedge Meadow/Shallow
Marsh
Type 2/3 (PEM1B/
PEM1C)Yes Yes Unknown
Q Lester Winter Property 12/18/22 Level 1 and Level 2 Seasonally Flooded Basin Type 1 (PEM1A) No No Unknown
A Tyme Properties Unknown Unknown Unknown Yes No 0.96
B MFC Properties 12-21-10 Level 1 and Level 2 Seasonally Flooded Basin Type 1 No No Unknown
2-2 Belland Farm Site 9/7/21 Level 1 and Level 2 Shallow Marsh/Shrub Carr/
Wet Meadow Type 3/6/2 Yes No 0.56
3-2 Belland Farm Site 9/7/21 Level 1 and Level 2 Farmed Seasonally
Flooded Basin Type 1 No No 0.74
4-2 Belland Farm Site 9/7/21 Level 1 and Level 2 Farmed Seasonally
Flooded Basin Type 1 No No 0.08
5-2 Belland Farm Site 9/7/21 Level 1 and Level 2 Farmed Seasonally
Flooded Basin Type 1 No No 0.05
WETLAND TABLE:
WETLANDS WITHIN THE OTTER LAKE ROAD MASTER PLAN SUBJECT AREA
2022 | CITY OF LINO LAKES
Otter Lake Road Master
Plan
City Council Worksession Presentation
City of Lino Lakes
12.05.2022
1
Study Area
•Main Street/County Road 14 on the south
•I 35E on the west
•North end of the Winter Property on the
north
•24th Avenue on the east
•Otter Lake Road Extension to the north
from main
•Approximately 400 acres
2
Background—Current Zoning and Future Land Use
3
Site Constraints
•Access constraints--35E on the west, Main
Street on the South
•Underground Pipeline
•Multiple Wetlands—some under USACE
jurisdiction
•Flood Plain and Ditches—under the
jurisdiction of RCWD
4
Natural
Resources/Drainage
•City/WSB have created a regional drainage
system to serve the study area.
•Provides rate control and flood storage.
•Does not provide water quality treatment.
•All sites need to meet RCWD’s
requirements for water quality treatment.
•Reduces impacts of RCWD runoff rate
requirements on individual properties.
•Allows for high-level flood management.
•Will enhance and protect the wetlands used
as stormwater storage.5
•Reduces impacts of RCWD runoff rate
requirements on individual properties.
•Allows for high-level flood management.
•Will enhance and protect the wetlands used
as stormwater storage.
•An initial investment from the City is needed.
NOTE: City has established a trunk surface
water management charge to recover the costs.
6
Pros and Cons—
Regional System
Wetlands
Wetlands have been delineated.
Majority are degraded, used for active
agriculture or hay production.
All wetlands subject to Wetland Conservation
Act, USCAE and the MN Pollution Control
Agency.
DNR regulates a portion of Wetland G as
Public Waters.
A sequencing analysis has been approved the
the WCA LUG. Flexibility received for a portion
of the wetlands.
Impacts to all wetlands will require mitigations.
7
Transportation
2040 Comp Plan identifies need for a roadway
network north of Main Street between 35E and
24th Avenue.
Otter Lake Road and supporting streets
provide a network to support the orderly
development of the study area.
Based on full build, 14,800 VPD at Main Street,
and 9,000 VPD to the north.
Traffic studies have indicated a need for
connections between Otter Lake Road and 24th
Avenue via Rosemary Way.
8
Things to Consider for Alignment
Alternatives
•Needs to accommodate the traffic demand for the study area.
•Needs to provide access to all properties north of Main Street.
•Needs to maximize the potential for buildable lots on all parcels north of Main
Street, on both sides of a future Otter Lake Road.
•Natural resources/wetlands must be protected to the greatest extent possible.
•Needs to build off existing infrastructure so the new infrastructure can be easily
extended and more cost efficient.
•Needs to work around and with the pipeline easement through the study area.
(Roads, utilities, site design are impacted).
•Needs to meet State Aid design standards for urban design roads.
9
Alignment Alternatives
Alternative 1
•Splits parcels under same ownership, creating an
undesirable configuration for landowner
•Minimum access road construction
•Difficult to construct over pipeline
•Wetland impacts
Alternative 2
•Alignment splits Bernier, Dale, and Winter
properties –same as alternative 1
•Maximizes larger contiguous parcels
•Fewer and shorter access road construction and
utility extensions, which reduces wetland impacts
•Minimizes construction over pipeline
•Least impacts to wetlands
Alternative 3
•Does not allow access to northern lots—more
access roads, longer utility extensions, additional
wetland impacts
•Highest wetland impacts
•Development would be more challenging
10
Otter Lake Road would not be extended.
Local roads would need to be constructed from 24th
Avenue.
Sewer and water connections cannot be easily
extended from 24th Avenue.
Scenario would result in double the amount of
infrastructure costs.
Scenario would not meet needs of property owners.
11
No Build Alternative
Road Design
Rosemary Way --two lane cross section with left and right
turn lanes at primary access locations.
Intersection of Rosemary Way and Otter Lake Road will be
converted to a right-in-right-out access.
First full movement intersection north of Rosemary
Way/Otter Lake Road controlled with roundabout or traffic
signal.
Rosemary Way/24th Avenue Intersection will likely warrant
intersection control improvements with full build out of the
area.
Otter Lake Road will need to meet MSA standards
Otter Lake Road will consist of a two-lane cross section
with left and right turn lanes at primary access locations
(1/4 mile spacing) in a 120 foot right-of-way corridor.12
13
Industrial Trends
•Users intending to build
250,000 square feet or
more
•Higher square footage is
highly sought after
Residential Trends
•High Density Market is
strong in the Twin Cities
Commercial Trends
•Commercial activity is
occurring but at a much
slower rate than
industrial.
Land Use Considerations
Final Road Alignment &
Recommended Future
Land Use
Recommended Road Alignment—Alternative 2
•Keep current commercial zoning and future land use on the
south end of the study area.
•Consider rezoning all properties zoned as RBR (Rural
Business Reserve or Rural as prescribed in zoning
ordinance amendments) to LI, Business Campus or PUD
District.
•Consider implementing the Business Campus land use on
the remainder of the site.
NOTE:Change from Office Residential on the north is
recommended to provide greater flexibility to respond to the
market over time. (Winter Property)
NOTE: High density residential could be considered in locations
where physical constraints may limit site visibility or access
desired by commercial users, and away from I35E and along
24th Avenue. (Bernier property and Winter property)
NOTE: East-West road connections are needed but conceptual.
Location determined with development.
14
Bernier
Property
Winter
Property
Winter
Property
Bernier
Property
Utilities
.
15
Water
•16-inch trunk water line running north and south
•Will extend and be part of future loop crossing 35E
•8-12 inch diameter watermain will be looped
throughout the study area.
SANITARY
•18-27 inch diameter trunk sanitary sewer flowing
southward and extending from south to north through
the study area.
•New trunk will serve Sanitary District 5 and will
discharge to MCES Interceptor
•8-12 inch sewer laterals will be extended from the
trunk to serve the study area.
14
Wetlands and Wetland
Bank
•Permits will need to be obtained from the
RCWD, USACE, MPCA and the DNR.
•Each development will be responsible for
avoiding or minimizing impacts.
•Wetland Bank--114 Acres partially within the
study area and north of the study.
•Wetlands are restored and preserved and
credits are established based on the
amount of preservation or restoration that
takes place.
•Projects that are impact wetlands can by
credits from the bank as mitigation.
16
Road Construction
Right-of-way or roadway easement acquisition will be necessary prior to
construction of new road.
Permits needed from MPCA, USACE, and the DNR for wetland impacts.
Will be designed to MSA standards and is planned to be constructed in 2024.
Substantially completed within one construction season, but the final
construction is anticipated to carry into the next construction season.
17
Economic Development
Development sites will be accessible and closer to being “shovel ready”.
City to work with property owners and potential developers on finding funding
sources.
DEED, Federal EDA funds and other governmental agencies.
City will use traditional marketing strategies to promote the area for
development.
City will be working with the Minnesota Technology Corridor on the promotion
of sites.
18
THANK YOU
19
WS – Item 2
WORK SESSION STAFF REPORT
Work Session Item No. 2
Date: December 5, 2022
To: City Council
From: Rick DeGardner, Public Services Director
Re: Cleaning Proposal for City-Owned Buildings, Rick DeGardner
Background
The City began contracting out cleaning services for the Civic Complex, Public Works,
and Fire Stations in 2011. We have utilized three different service providers over the past
twelve years.
Staff is not satisfied with the overall cleanliness of our buildings. Attempts to address our
concerns have not resulted in satisfactory improvement. We are recommending
terminating our existing contract and hiring part-time staff.
The existing contract to clean the Civic Complex (excluding New Creations), Public
Works, Fire Station #1, and Fire Station #2 amounts to $78,422 annually. Staff proposes
to hire two permanent part-time employees between 25-29 hours each per week, at a rate
between $20 - $23. This amounts to approximately $70,000 (including wages, FICA,
etc.), resulting in an annual savings of $8,000.
Hiring our own cleaners will provide better quality control, ability to address items
outside the typical cleaning contract, more thorough cleaning of all facilities, set up
rooms, and clear sidewalks as needed throughout the winter.
Initial equipment such as vacuum cleaners, janitor carts, etc. will need to be purchased.
Requested Council Direction
Approve staff’s request to terminate the existing cleaning contract and begin the hiring
process for two part-time permanent cleaners.
WS – Item _3
WORK SESSION STAFF REPORT
Work Session Item No. 3
Date: December 5, 2022
To: City Council
From: Michael Grochala, Community Development Director
Re: Draft Stormwater and Erosion and Sediment Control Ordinance
Amendment
Background
City Code section 1011 regulates development activities that disturbs land and generates
the need for storm water management. The City is required to adopt ordinance consistent
with the requirements of the State’s General Permit to operate a municipal separate storm
sewer system (MS4). The City was issued a new permit in October of 2021.
Additionally, the City is required to be in conformance with the rules and requirements of
the local water management organizations (WMO’s) – the Rice Creek Watershed District
(RCWD) and Vadnais Lakes Water Management Organization.
The proposed ordinance amendment is to bring our code requirements into conformance
with the permit and WMO’S standards and simplify administration of the code.
The RCWD covers the majority of the city with VLAWMO jurisdiction limited to a few
hundred acres in the southeast portion of the City. For purpose of applying requirements
uniformly the ordinance adopts the stormwater management requirements of the RCWD.
New language is shown as underlined text and deleted text is shown with a strikethrough.
ANALYSIS
Sections 1011.001 through 1011.005:
These sections were modified to remove superfluous language and recognize the
adoption of certain code amendments by reference to RCWD or VLAWMO rules
Section 1011.006 Definitions:
The definition section was amended to update definitions for consistency with WMO’s
and the MS4 permit, and delete unnecessary terminology.
Section 1011.007 through 1011.009:
These sections were modified to remove superfluous language and correct references.
Section 1011.010. Erosion and Sediment Control Requirements
These sections were modified to remove superfluous language and conform to similar
requirements of RCWD.
Section 1011.011 Stormwater Management Requirements.
Permit applicability was amended to generally match RCWD permit requirements and
meets the requirements for the MS4 permit as well.
The Comprehensive Stormwater Management Plan (CSMP’s) section was added, as
provided for by RCWD. The City has two CSMP’s currently in effect – one for Legacy
at Woods Edge (City Hall and surrounding complex) and the NE Drainage Area (from
Peltier Lake to City of Hugo). Stormwater Management in those areas are governed by
these requirements.
Subparts 5 through 9 adopts the RCWD requirements by reference as amended. This
keeps our ordinance consistent with the RCWD. The RCWD Rules cover the same items
shown as deleted in our ordinance.
Subpart 11 was added to establish wetland buffers consistent with the RCWD and
VLAWMO requirements.
Sections 1011.012 through 016
No changes are proposed other than minor clerical references.
The Environmental Board Review the proposed amendment at its October 26, 2022
meeting and recommended adoption of the ordinance.
Requested Council Direction
Staff is requesting City Council direction to place the ordinance on the December 12th
regular meeting agenda for consideration.
Attachments
1. Draft Stormwater and Erosion and Sediment Control Ordinance
1
1st Reading: Publication:
2nd Reading: Effective:
DRAFT
CITY OF LINO LAKES
ORDINANCE NO. __ -22
AN ORDINANCE AMENDING SECTION 1011 RELATING TO THE REGULATION
OF STORMWATER, EROSION AND SEDIMENT CONTROL
The City Council of Lino Lakes ordains:
Section 1. The Lino Lakes Code of Ordinance, Chapter 1011 Stormwater, Erosion and Sediment
Control is hereby amended as follows:
CHAPTER 1011: STORMWATER, EROSION AND SEDIMENT CONTROL
Section
1011.001 Title
1011.002 PurposeFindings
1011.003 Jurisdiction
1011.004 Statutory authority
1011.005 FindingsAdoption by reference
1011.006 Definitions
1011.007 Applicability
1011.008 Exemptions
1011.009 Technical referenceReserved
1011.010 Grading, erosion and sediment control requirements
1011.011 Stormwater management requirements
1011.012 Inspections and maintenance
1011.013 Plan review procedure
1011.014 Financial securities
1011.015 Enforcement
1011.016 Abrogation and greater restrictions
2
§ 1011.001 TITLE.
This chapter shall be known as the Lino Lakes Stormwater, Erosion and Sediment
Control Chapter and will be referred to herein as this chapter.
(Ord. 09-15, passed 10-26-2015)
§ 1011.002 PURPOSEFINDINGS.
The general purpose of this chapter is to set forth regulatory requirements for land
development and land disturbing activities aimed at minimizing threats to public health,
safety, public and private property, and natural resources within the city from
construction site erosion and post-construction stormwater runoff. Specific purposes are
to establish performance standards that will:
(1) Protect life and property from dangers associated with flooding;
(2) Protect public and private property and the natural resources from damage
resulting from runoff and construction site erosion;
(3) Ensure land development that minimizes the generation of stormwater runoff
volumes and peak rates and maximizes pervious areas for stormwater treatment;
(4) Promote regional stormwater management by subwatershed;
(5) Provide a single, consistent set of performance standards that apply to all
developments;
(6) Protect water quality from nutrients, heavy metals, bacteria, pathogens,
debris, thermal stress, and other urban pollutants;
(7) Promote infiltration and groundwater recharge;
(8) Protect functional values of all types of natural water bodies (e.g., rivers,
streams, wetlands, lakes, seasonal ponds); and
(9) Sustain or enhance biodiversity (native plant and animal habitat) and support
riparian ecosystems.
(Ord. 09-15, passed 10-26-2015)
The city finds that uncontrolled stormwater runoff and construction site erosion from
land development and land -disturbing activity can have significant adverse impacts
upon local and regional water resources, diminishing the quality of public health, safety,
public and private property, and natural resources of the city. Specifically, uncontrolled
construction site erosion and stormwater runoff can:
(1) Threaten public health, safety, property, and general welfare by increasing
runoff volumes, peak flood flows, and overburdening storm sewers, drainage ways, and
other storm drainage systems;
(2) Diminish the capacity of lakes and streams to support fish, aquatic life,
recreational uses and water supply uses by increasing pollutant loadings of total
sediment, suspended solids, nutrients, heavy metals, bacteria, pathogens, and other
urban pollutants;
3
(3) Degrade physical stream habitat by increasing stream bank erosion,
increasing stream bed scour, diminishing groundwater recharge, diminishing stream
base flows, and increasing stream temperatures;
(4) Undermine floodplain management efforts by increasing the incidence and
levels of flooding;
(5) Alter wetland communities by changing wetland hydrology and increasing
pollutant loading; and
(6) Generate airborne particulate concentrations that are health -threatening or
may cause other damage to property or the environment.
(Ord. 09-15, passed 10-26-2015)
§ 1011.003 JURISDICTION.
The provisions of this chapter shall apply to all lands within the incorporated
boundaries of Lino Lakes.
(Ord. 09-15, passed 10-26-2015)
§ 1011.004 STATUTORY AUTHORITY.
This chapter is adopted pursuant to the authorization and policies contained in M.S.
Chs. 103B, 103F, and 462 and Minn. Rules Chs. 7050, 7090, and 8410. This chapter is
intended to meet the current construction site erosion and sediment control and post-
construction stormwater management regulatory requirements for construction activity
and small construction activity as defined in the standards of the NPDES construction
general permit, as amended.
(Ord. 09-15, passed 10-26-2015)
§ 1011.005 FINDINGSADOPTION BY REFERENCE.
The city finds that uncontrolled stormwater runoff and construction site erosion from
land development and land disturbing activity can have significant adverse impacts
upon local and regional water resources diminishing the quality of public health, safety,
public and private property, and natural resources of the city. Specifically, uncontrolled
construction site erosion and stormwater runoff can:
(1) Threaten public health, safety, property, and general welfare by increasing runoff
volumes, peak flood flows, and overburdening storm sewers, drainage ways, and other
storm drainage systems;
(2) Diminish the capacity of lakes and streams to support fish, aquatic life,
recreational and water supply uses by increasing pollutant loadings of total sediment,
suspended solids, nutrients, heavy metals, bacteria, pathogens, and other urban
pollutants;
4
(3) Degrade physical stream habitat by increasing stream bank erosion, increasing
stream bed scour, diminishing groundwater recharge, diminishing stream base flows,
and increasing stream temperatures;
(4) Undermine floodplain management efforts by increasing the incidence and levels
of flooding;
(5) Alter wetland communities by changing wetland hydrology and increasing
pollutant loading; and
(6) Generate airborne particulate concentrations that are health threatening or may
cause other damage to property or the environment.
(Ord. 09-15, passed 10-26-2015)
Certain Rules of the Rice Creek Watershed District (the “Rules”) and Standards of
the Vadnais Lake Area Water Management Organization (the “Standards”) and any
amendments or revisions thereto referenced herein are adopted as ordinances of the
city. Where the Rules refer to the “District” they shall be deemed as referring to the city.
Where the Standards refer to the “VLAWMO” they shall be deemed as referring to the
city. Where conflicts exist between this Ordinance and the Rules or Standards, the
greater requirement shall apply.
§ 1011.006 DEFINITIONS.
Unless specifically defined below, words or phrases used in this chapter shall be
interpreted so as to give them the same meaning as they have in common usage and to
give this chapter its most reasonable application. For the purpose of this chapter, the
words MUST and SHALL are mandatory and not permissive. All distances, unless
otherwise specified, shall be measured horizontally. As used in this chapter, the
following words and terms shall have the meanings ascribed to them in this section.
100-YEAR FLOOD ELEVATION. The elevation of water resulting from the Critical
Duration Flood Event. See definition of Critical Duration Flood event.
BEST MANAGEMENT PRACTICES (BMP's). Measures taken to minimize negative
effects on water resources and systems as documented in the Minnesota Construction
Site Erosion and Sediment Control Planning Handbook (MBWSR, 1988), Protecting
Water Quality in Urban Areas (MPCA, 2000) and the Minnesota Stormwater Manual
(MPCA, 2014) as amended.
BETTER SITE DESIGN (BSD). An approach to managing runoff that seeks to attain
post development hydrology which mimics the undeveloped condition in terms of
volume, rate and timing of runoff. The goals of BETTER SITE DESIGN include reducing
the amount of impervious cover, increasing the amount of natural lands set aside for
conservation, using pervious areas for more effective stormwater treatment, innovative
grading and drainage techniques and through the review of every aspect of the project
site planning process. BETTER SITE DESIGN involves techniques applied early in the
design process to reduce impervious cover, conserve natural areas and use pervious
areas to more effectively treat stormwater runoff and promote a treatment train
approach to runoff management.
5
BIOFILTRATION. A stormwater quality and quantity BMP that utilizes vegetation
and soil to filter and absorb pollutants including nutrients, hydrocarbons and metals and
remove water volume through evapotranspiration. A bioretention practice in which an
underdrain is used. Typically, most of the water entering the biofiltration practice enters
the underdrain and is returned to the stormwater system, but some water infiltrates
(unless the BMP has an impermeable liner) or evapotranspires. The underdrain may be
at or elevated above the bottom of the practice (i.e. at the media-soil interface).
BIORETENTION. A soil and plant-based stormwater management best
management practice (BMP) used to filter runoff.
BRIDGE. A road, path, railroad or utility crossing over a waterbody, wetland, ditch,
ravine, road, railroad or other obstacle.
BRIDGE SPAN. The clear span between the inside surfaces of a bridge's terminal
supports.
CHANNEL. A perceptible natural or artificial depression, with a defined bed and
banks that confine and conduct water flowing either continuously or periodically.
CONSTRUCTION ACTIVITY. Activities including clearing, grading, and excavating,
that result in land disturbance of equal to or greater than one acre, including the
disturbance of less than one acre of total land area that is part of a larger common plan
of development or sale if the larger common plan will ultimately disturb equal to or
greater than one acre. This includes a disturbance to the land that results in a change in
the topography, existing soil cover, (both vegetative and nonvegetative), or the existing
soil topography that may result in accelerated stormwater runoff that may lead to soil
erosion and movement of sediment. Construction activity does not include a disturbance
to the land of less than five acres for the purpose of routine maintenance performed to
maintain the original line and grade, hydraulic capacity, and original purpose of the
facility. Routine maintenance does not include activities such as repairs, replacement
and other types of non-routine maintenance. Pavement rehabilitation that does not
disturb the underlying soils (e.g., mill and overlay projects) is not construction activity.
. Includes construction activity as defined in 40 C.F.R. pt. 122.26(b)(14)(x) and small
construction activity as defined in 40 C.F.R. pt. 122.26(b)(15). This includes a
disturbance to the land that results in a change in the topography, existing soil cover
(both vegetative and non-vegetative), or the existing soil topography that may result in
accelerated stormwater runoff, leading to soil erosion and movement of sediment into
surface waters or drainage systems. Examples of CONSTRUCTION ACTIVITY may
include clearing, grading, filling, and excavating. CONSTRUCTION ACTIVITY includes
the disturbance of less than one acre of total land area that is a part of a larger common
plan of development or sale if the larger common plan will ultimately disturb one acre or
more.
CONVEYANCE SYSTEM. Open channel, pipe or tile that is not a Public Drainage
System. A portion of a conveyance system is defined as “regional” if it carries flows from
a drainage area of greater than 200 acres.
CRITICAL DURATION FLOOD EVENT. The 100-year precipitation or snow melt
event with a duration resulting in the maximum 100-year return period water surface
6
elevation. The CRITICAL DURATION FLOOD EVENT is generally either the 100-year,
24 hour rainfall event as found in NOAA Atlas 14 or the ten-day snow melt event
assumed to be 7.2 inches of runoff occurring on frozen ground (CN=100); however,
other durations (e.g., 6-hour) may result in the maximum 100-year return period water
surface elevation.
DETENTION BASIN. Any natural or man-made depression that stores stormwater
runoff temporarily.
DEVELOPMENT. Any land-disturbing activity resulting in creation or reconstruction
of impervious surface including, but not limited to, municipal road construction. Normal
farming practices part of an ongoing farming operation shall not be considered a
DEVELOPMENT.
DRAINAGE SYSTEM. A system of open channel, pipe or tile, to drain property,
including laterals, improvements, and improvements of outlets, which may or may not
be a public system under the jurisdiction of a watershed district under M.S. Chs. 103B,
103D, or 103E.
EMERGENCY OVERFLOW (EOF). A primary overflow to pass flows above the
design capacity around the principal outlet safely downstream without causing flooding.
EROSION AND SEDIMENT CONTROL PLAN. A plan of BMPs or equivalent
measures designed to control runoff and erosion and to retain or control sediment on
land during the period of land disturbance in accordance with the standards set forth in
this chapter.
EROSION PREVENTION. Measures employed to prevent erosion including, but not
limited to, soil stabilization practices, limited grading, mulch, temporary or permanent
cover, and construction phasing.
EXCAVATION. The displacement or removal of soil, sediment or other material.
FILTRATION. A stormwater quality BMP that uses either natural media such as soil
or vegetation or manufactured media to trap pollutants such as nutrients and particles in
surface water.
FINAL STABILIZATION. All soil disturbing activities at the site have been completed
and all soils have to be stabilized by a uniform perennial vegetative cover with a density
of 70% over the entire pervious surface area, or other equivalent means necessary to
prevent soil failure under erosive conditions.
FLOODPLAIN. The beds proper and areas adjoining a waterbody wetland, lake or
watercourse that are inundatedwhich have been or hereafter may be covered by the
during the 100-yearregional flood.
FLOODWAY FRINGE. That portion of the floodplain outside of the floodway. Flood
fringe is synonymous with the term FLOODWAY FRINGE used in the Flood Insurance
study for Anoka County,The area between the floodway and the boundary of the 100-
year flood.
FLOODWAY. The channel of a watercourse, the bed of water basins and those
portions of adjoining floodplains that must be kept free of encroachment to
7
accommodate the 100-year flood. The bed of a wetland or lake and the channel of a
watercourse and those portions of the adjoining floodplain which are reasonably
required to carry or store the regional flood discharge.
FLOODWAY FRINGE. The area between the floodway and the boundary of the
100-year flood. The portion of the one-percent annual chance floodplain located outside of the floodway. This district also includes any additional area encompassed by the horizontal extension of the Regulatory Flood Protection Elevation.
FREEBOARD. Vertical distance between the 100-year flood elevation or emergency
overflow elevation of a water basin or watercourse and the elevation of the regulatory
elevation of a structure.
IMPERVIOUS SURFACE. A compacted surface or a surface covered with material
(i.e., gravel, asphalt, concrete, Class 5, etc.) that increases the depth of runoff
compared to natural soils and land cover. Including but not limited to roads, driveways,
parking areas, sidewalks and trails, patios, tennis courts, basketball courts, swimming
pools, building roofs, covered decks, and other structures.
INFILTRATION. Water entering the ground through the soil.
LAND-DISTURBING ACTIVITY. Any disturbance to the ground surface that,
through the action of wind or water, may result in soil erosion or the movement of
sediment into waters, wetlands or storm sewers or onto adjacent property. LAND-
DISTURBING ACTIVITY includes but is not limited to the demolition of a structure or
surface, soil stripping, clearing, grubbing, grading, excavating, filling and the storage of
soil or earth materials. The term does not include normal farming practices as part of an
ongoing farming operation.
LANDLOCKED BASIN. A water basin lacking an outlet at an elevation at or below
the water level produced by the critical duration flood event, generally the ten-day
snowmelt event.
LOW ENTRY ELEVATION. The elevation of the lowest opening in a structure.
LOW FLOOR ELEVATION. The elevation of the lowest floor of a habitable or
uninhabitable structure, which is often the elevation of the basement floor or walk-out
level.
MILL, RECLAMATION AND OVERLAY. Removal of the top layer(s) of an
impervious surface (e.g. roadway, parking lot, sport court) by mechanical means,
followed by the placement of a new layer of impervious surface, without exposure of the
underlying native soil.
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
STORMWATER DISCHARGE PERMIT. A permit issued by the Minnesota Pollution
Control Agency that authorizes the discharge of pollutants to the waters of the state.
NATIONWIDE URBAN RUNOFF PROGRAM (NURP). Urban Runoff Program
developed by the Environmental Protection Agency to study stormwater runoff from
urban development.
8
ORDINARY HIGH WATER LEVEL (OHWL). The highest water level elevation that
has been maintained for a sufficiently long period of time to leave evidence upon the
landscape. The OHWL is commonly that point where the natural vegetation changes
from predominantly aquatic to predominantly terrestrial. If an OHWL has been
established for a waterbody by the Minnesota Department of Natural Resources, it will
constitute the OHW L under this definition.
OWNER. The person or party possessing the title of the land on which the
construction activities will occur; or if the construction activity is for a lease, easement,
or mineral rights license holder, the party or individual identified as the lease, easement,
or mineral rights license holder; or the contracting government agency responsible for
the construction activity.
POLLUTANT. A substance that pollutes something, especially water or the
atmosphere.
PUBLIC LINEAR PROJECT. A project involving a roadway, sidewalk, trail or utility
not part of an industrial, commercial, institutional or residential development.
RECONSTRUCTION. Removal of an impervious surface such that the underlying
structural aggregate base is effectively removed and the underlying native soil exposed.
REGIONAL FLOOD. A flood which is representative of large floods known to have
occurred generally in Minnesota and reasonably characteristic of what can be expected
to occur on an average frequency in the magnitude of the 1% chance or 100-year
recurrence interval. REGIONAL FLOOD is synonymous with the term BASE
FLOOD used in the Flood Insurance Study.
SEASONAL HIGH WATER TABLE. The highest known seasonal elevation of
groundwater as indicated by redoximorphic features such as mottling within the soil.
SATURATED SOIL. The highest seasonal elevation in the soil that is in a reduced
chemical state because of soil voids being filled with water. Saturated soil is evidenced
by the presence of mottled features or other information.
SEDIMENT CONTROL. Methods employed to prevent sediment from leaving the
site. SEDIMENT CONTROL practices include silt fences, sediment traps, earth dikes,
drainage swales, check dams, subsurface drains, pipe slope drains, storm drain inlet
protection, and temporary or permanent sedimentation basins.
SHORELAND. Land located within the following distances from the ordinary high
water elevation of public waters:
(a) Land within 1,000 feet from the normal high watermark of a lake, pond or
flowage; and
(b) Land within 300 feet of a river or stream or the landward size of a floodplain
delineated by ordinance on the river or stream, whichever is greater.
STABILIZED. The exposed ground surface has been covered by appropriate
materials such as mulch, staked sod, riprap, erosion control blanket, mats or other
material that prevents erosion from occurring. Applying mulch, hydromulch, tackifier,
9
polyacrylamide, or similar erosion prevention practices is not acceptable stabilization in
temporary or permanent drainage ditches or areas where concentrated overland flow
occurs. Grass seeding is not stabilization.
STANDARD PLATES. General drawings having or showing similar characteristics or
qualities that are representative of a construction activity or practice.
STORM SEWER. A pipe system for stormwater conveyance.
STORMWATER. Defined under Minn. Rules 7077.0105, Subd. 41(b), meaning
precipitation runoff, stormwater runoff, snowmelt runoff, and any other surface runoff
and drainage.
STORMWATER FACILITY, PRIVATE. Any BMP that is maintained by a private
property owner, or other private entity and not maintained by a public agency.
STORMWATER MANAGEMENT PLAN. A plan for the permanent management and
control of runoff prepared and implemented in accordance with the standards set forth
in this chapter.
STORMWATER POLLUTION PREVENTION PLAN. A document which describes the
best management practices and activities to be implemented by a person or business to
identify sources of pollution or contamination at a site and the actions to eliminate or
reduce pollutant discharges to stormwater, stormwater conveyance systems, and/or
waterbodies to the maximum extent practicable.
STORMWATER POND. Constructed basins placed in the landscape to capture
stormwater runoff.
SUBDIVISION. The legal separation of an area, parcel, or tract of land under single
ownership into two or more parcels, tracts, lots.
SURFACE WATERS. All streams, lakes, ponds, marshes, wetlands, reservoirs,
springs, rivers, drainage systems, waterways, watercourses, and irrigation systems
whether natural or artificial, public or private.
UNDERGROUND WATERS. Water contained below the surface of the earth in the
saturated zone including, without limitation, all waters whether under confined,
unconfined, or perched conditions, in near surface unconsolidated sediment or regolith,
or in rock formations deeper underground. The term GROUND WATER shall be
synonymous with underground water.
WATER QUANTITY BEST MANAGEMENT PRACTICE. The use of on-site runoff
management practices such as biofiltration, infiltration, buffers/conservation areas,
impervious disconnection, and greenway connections to satisfy stormwater
management requirements.
WATERS OF THE STATE. As defined in M.S. § 115.01, Subd. 22,103G.005, Subd.
17 means surface or underground waters, except surface waters that are not confined
but are spread and diffused over the land. Waters of the state includes boundary and
inland waters.means all streams, lakes, ponds, marshes, watercourses, waterways,
wells, springs, reservoirs, aquifers, irrigation systems, drainage systems, and all other
bodies or accumulations of water, surface or underground, natural or artificial, public or
10
private, which are contained within, flow through, or border upon the state or any portion
thereof.
WETLAND. Land transitional between terrestrial and aquatic systems, as defined in
M.S. § 103G.005, Subd. 19.
(Ord. 09-15, passed 10-26-2015)
§ 1011.007 APPLICABILITY.
All land land-disturbing activity may be subject to standard erosion and sediment
control BMPs. A grading, erosion and sediment control permit and/or a stormwater
management permit shall be required for projects that meet or exceed the thresholds
established in §§ 1011.009 010 and 1011.010011.
(Ord. 09-15, passed 10-26-2015)
§ 1011.008 EXEMPTIONS.
The following land land-disturbing activities will be exempt from the grading, erosion
and sediment control and stormwater management permit requirements of this chapter:
(1) Cemetery graves;
(2) Routine agricultural activity such as tilling, planting, or harvesting of
agricultural, horticultural, or silvicultural (forestry) crops; and
(3) Emergency work necessary to protect life, limb, or property.
(Ord. 09-15, passed 10-26-2015)
§ 1011.009 TECHNICAL REFERENCES.
The following documents shall be used for technical reference:
(1) The Lino Lakes Surface Water Management Plan.
(2) The Lino Lakes Engineering Design Details.
(3) The Lino Lakes Standard City Specifications.
(4) The Rice Creek Watershed District (RCWD) Rules.
(5) The Vadnais Lakes Area Watershed Management Organization (VLAWMO)
Rules.
(Ord. 09-15, passed 10-26-2015)
§ 1011.010 GRADING, EROSION AND SEDIMENT CONTROL REQUIREMENTS.
11
(1) Grading, erosion and sediment control (ESC). A grading, erosion and
sediment control (ESC) permit including a grading, erosion and sediment control plan
shall be required for all proposed land land-disturbing activity unless otherwise
exempted in this chapter that meets any or all of the following:
(a) Includes excavation, filing, or stockpiling of erodible material in excess of 50
cubic yards per acre;
(b) Involves the laying, repairing, replacing, or enlarging of an underground utility,
pipe or other facility, or the disturbance of road ditch, grass swale, or other open
channel for a distance of 500 feet or more;
(c)(b) Disturbs more than one acre of land or 10,000 square feet if any part of
the disturbed area is within 300 feet of a lake, stream or wetland and drains towards it;
and/or
(d)(c) A land land-disturbing activity, regardless of size, that the city determines
is likely to cause an adverse impact to an environmentally sensitive area or other
property.
(2) Grading, erosion and sediment control plan design standards. Grading,
erosion and sediment control plans must comply with the following criteria:
(a) All plans shall be consistent with national pollutant discharge elimination
permit (NPDES) requirements, the city engineering design standards, the Lino Lakes
stormwater detail plates, and the filing or approval requirements of Rice Creek
Watershed District, Vadnais Lakes Watershed Management Organization, Anoka
County, Minnesota Department of Natural Resources, Minnesota Department of
Transportation, Minnesota Pollution Control Agency, U.S. Army Corps of Engineers,
State of Minnesota Stormwater Manual or other regulatory agencies;All site erosion
and sediment control practices shall be consistent with Minnesota Pollution Control
Agency document “Protecting water Quality in Urban Areas (1994) as amended and
City of Lin Lakes General Specifications and Standard Detail Plates for Street and
Utility Construction (January 2022 or current addition, as amended.
(b) Natural site topography and soil conditions must be specifically addressed to
reduce erosion and sedimentation during construction and after project completion;
(c) Site erosion and sediment control practices must be consistent with the
Minnesota Pollution Control Agency document Protecting Water Quality in Urban Areas
(2000), as amended, city-specific written design guidance, and be sufficient to retain
sediment on-site;
(d)(c) The project must be phased as best as possible to minimize disturbed
areas and removal of existing vegetation until necessary for project progress;
(e)(d) The city may require additional erosion and sediment control measures on
areas with a continuous slope leading to a sensitive, impaired or special water body,
stream, ditch or wetland to assure retention of sediment on site;
(f) When site restrictions do not allow for a temporary sediment basin or less
than the required acreage is being developed, temporary sediment basins, where
appropriate, are encouraged. They are not required in areas with steep slopes, highly
12
erodible soils, or to take equivalent measures such as smaller basins, check dams, and
vegetated buffer strips;
(g)(e) The plan must include conditions adequate to protect facilities to be used
for post-construction stormwater infiltration;
(h) The plan must include conditions to minimize off-site sediment transport on
trucks and equipment, such as rock entrances;
(i) The plan must minimize work in and adjacent to water bodies and wetlands;
(j) Stable slopes shall be maintained throughout the construction process.
(k) Steep slopes and the need for high cuts and fills shall be avoided (no
slopes greater than 3(h): 1(v), except as approved by the City Engineer).
(l)(f) Protection shall be provided to minimize disturbance to surrounding soils,
root systems and trunks of trees adjacent to site activity that are intended to be left
standing.
(m)(g) Compaction of site soils shall be minimized.
(n)(h) All imported materials shall be approved by the City Engineer prior to
placement on the site.
(o)(i) Appropriate on-site containment must be provided for all trash, solid
waste, construction debris, floating debris, and hazardous materials. Disposal of
collected sediment shall be deposited only in approved locations.
(3) Grading, erosion and sediment control (ESC) required exhibits. The plan shall
be prepared and signed by a duly licensed professional engineer in the State of
Minnesota. The following exhibits must accompany the permit application: two plan
sets, full size (22 inches by 34 inches); and one electronic copy in a .pdf format.one
plan set, reduced to maximum size of 11 inches by 17 inches. Additional copies may be
required in accordance with applicable zoning and subdivision provisions of city code.
All plan sets shall also be submitted electronically in a .dwg format or as otherwise
determined by the City Engineer. The minimum requirements of the grading, erosion,
and sediment control plan shall be consistent with the most recent version of the
NPDES permit requirements and include the following information:
(a) Project name and type (residential, commercial, industrial, road construction,
or other)and location;
(b) Project location;
(c)(b) Address, cCounty parcel identification number (and legal description of the
property);
(d)(c) Names and addresses of the record owner, developer, land surveyor,
engineer, designer of the plat, and any agents, contractors, and subcontractors who will
be responsible for project implementation, including the name, address and phone
number of the party responsible for maintenance of all erosion and sediment control
measures;
13
(e)(d) Tabulation of construction implementation schedule, including: estimated
start date, time frames, and schedules for each construction phase, and completion
date;
(f)(e) Copies of permits or permit applications required by any other government
entity or agencies including mitigation measures required as a result of any review for
the project (e.g., wetland mitigation, EAW, EIS, archaeology survey);
(g)(f) Existing conditions map. An existing topographic site map, drawn to a
legible scale and clearly labeled with a north arrow and date of preparation. The plan,
based on a certificate of survey, shall include the following information:
1. Property lines and lot dimensions;
2. Existing zoning classifications for land within and abutting the
development, including shoreland, floodway, floodway fringe, or general floodplain, and
other natural resource overlay districts;
3. All buildings and outdoor uses including all dimensions and setbacks;
4. All public and private roads, interior roads, driveways and parking lots;
5. Show ordinary high water marks water levels of all navigable waters, 100-
year critical flood duration event elevations, and delineated wetland boundaries, if any.
If not available, appropriate flood zone determination or wetland delineation, or both,
may be required at the applicant's expense;
6. Identify all special waters and impaired waters, as identified in the most
recent listing by the MPCA, within one mile of the project that receive runoff from the
project;
7. Location of drainage areas, existing storm sewer facilities, including pipes,
manholes, catch basins, ponds, swales and drainage channels within 100 feet of the
subject property. Existing pipe sizes, grades, rim and invert elevations, and normal and
high water elevations must be included;
8. Existing contours at one foot intervals, shown as dashed lines for the
subject property and extending 100 feet beyond the outside boundary of the proposed
plat;
9. Location of any Ssteep slopes where areas with have an average slope of
more than 12% over a distance of at least 50 feet, or bluff areas as defined in the
shorelandShoreland ordinance, whichever is applicable; and
10. Location of Wwooded areas, high quality native plant communities, or
other officially designated natural resource areas.
(h)(g) Proposed conditions map.
1. Maps identifying areas discussed in (3)(gf)1. through (gf)10. of this
section.
2. Location, size, and approximate grade of proposed public sewer and
water mains.
14
3. Elevations, sections, profiles, and details as needed to describe all natural
and artificial features of the project.
4. Proposed grade contours at one-foot intervals shown as solid lines.
5. An estimate of the total volume (cubic yards) of materials proposed to be
imported to or exported from the site.
6. Provisions for groundwater management (dewatering), including
subsurface drains, disposals, ponding and flood controls.
7. Spot elevations at drainage break points and directional arrows indicating
site swale and lot drainage.
8. Proposed lot lines, lot and block numbers, building style, building pad
location and elevations at the lowest floor and garage slab, if applicable, for each lot.
9. Locations, sizes, grades, rim and invert elevations of all proposed
stormwater facilities, including ponds, proposed to serve the subject property.
10. The location of all oversize, non-typical easements including conservation
easements, if applicable.
11. Show the boundary of the 100-year flood elevations of all waterbodies.
12. Locations of all stormwater management practices, infiltration areas, and
areas not to be disturbed during construction.
13. Normal water level, high water level, and emergency overflow elevations
for the site and all associated ponding systems.
14. Location of areas where construction will be phased to minimize duration
of exposed soil areas. Include map and calculations as necessary of areas of grubbing,
clearing, tree removal, grading, excavation, fill, and other disturbance; areas of soil or
earth material storage; quantities of soil or earth material to be removed, placed, stored,
or otherwise moved on site, and delineated limits of disturbance.
15. Location and type of all temporary and permanent erosion prevention,
sediment control, stormwater runoff, and soil stabilization BMPs, along with procedures
to be used to establish additional temporary BMPs as necessary for the site conditions
during construction. Standard plates and/or specifications for the BMP's used on the
project must be included in the final plans and specifications for the project. Location
and design of temporary sediment basins where ten acres or more (five acres or more
for special or impaired waters) are disturbed and drained to a single point. When site
restrictions do not allow for a temporary sediment basin or less than the required
acreage is being developed, temporary sediment basins where appropriate are
encouraged, but not required in areas with steep slopes or highly erodible soils or to
take equivalent measures such as smaller basins, check dams, and vegetated buffer
strips.
16. Methods to be used for final stabilization of all exposed soil areas.
17. Documentation that the project applicant has applied for the NPDES
permit from the Minnesota Pollution Control Agency (MPCA), when applicable.
15
18. A stormwater pollution prevention plan for projects that require an NPDES
permit.
(4) Construction activity requirements. Any activity subject to a permit under this
chapter must conform to the standards of the NPDES general permit regarding
construction-site erosion and sediment control.
(5) Inspections. (See also § 1101.011.)
(a) The applicant shall be responsible for inspection, maintenance and
effectiveness of all erosion and sediment control measures until final soil stabilization is
achieved.
(b) The city may inspect the project site and require the applicant to provide
additional erosion control measures as it determined conditions warrant.
(6) Final stabilization.
(a) Erosion and sediment control measures must be maintained until final
vegetation and ground cover is established to a density of 70% over the entire pervious
surface area.
(b) All temporary erosion and sediment control BMPs will be removed, by owner,
after all disturbed areas have been permanently stabilized.
(Ord. 09-15, passed 10-26-2015)
§ 1011.011 STORMWATER MANAGEMENT REQUIREMENTS.
(1) Stormwater management. A permit incorporating an approved stormwater
management plan shall be required for all proposed land development activity including
public linear projects, unless otherwise exempted in this chapter, which meets any or all
of the following:
(a) A development, redevelopment or reconstruction, except public linear
projects, that creates or reconstructs 10,000 square feet or more of impervious surface,
including smaller individual sites that are part of a common plan of development that
may be constructed at different times.
(b) A subdivision of an area exceeding one acre. This includes subdivision for
single-family residential, multi-unit residential, commercial, industrial, or institutional
development.
(c) For public linear projects, a permit is required when one or more acres of
impervious surface will be to created or reconstructed 10,000 square feet or more of
impervious surface through multiple phases or connected actions of a single project, as
defined by the city.
(d) The site is within the 100-year floodplain; within 1,000 feet of a public water or
protected wetland; impacts a wetland; and/or within 300 feet of Rice Creek, Clearwater
Creek, Hardwood Creek, or a public ditch.
16
(e)(d) Any land land-disturbing activity, regardless of size, that the city
determines would otherwise cause an adverse impact to an environmentally sensitive
area or other property including areas within floodplain and shoreland districts.
(2) Exceptions
(f)(a) A permit is not required for single family residential construction on an
individual lot of record, if the proposed impervious surface of the lot is less than 10,000
square feet, excluding the driveway. Stormwater management requirements do not
apply to development of an individual lot within a residential subdivision if it conforms to
an approved development plan.
(g)(b) Stormwater management requirements do not apply to sidewalks and
trails ten feet wide or less that are bordered down-gradient by vegetated open space or
vegetated filter strip with a minimum width of five feet, however the grading, erosion and
sediment control requirements are still effective.
(h)(c) Stormwater management requirements do not apply to bridge spans, mill,
reclamation and overlay projects that do not expose underlying soils.
(i) Stormwater Management Requirements do not apply to bridge span projects,
however grading, erosion and sediment control requirements are still effective.
(d) Stormwater Management Requirements do not apply to single family
residential subdivisions creating seven or fewer lots that:
1. Establish no new public roadway; and
2. Includes no private roadway/driveway serving three or more lots
(2)(3) Stormwater management performance standards. Site plans for new
development of any kind will be assessed for stormwater quantity control and
stormwater quality managementA stormwater management plan shall be submitted with
the permit application for a project equaling or exceeding the threshold of Section
1011.011 (1). . The plan shall be designed general policy on stormwater runoff rates is
to reduce the impacts of development by maintaining predevelopment hydrological
conditions in the following ways:
(a) Use of natural topography. The applicant shall incorporate the use of natural
topography and land cover such as natural swales and depressions as they exist before
development to the degree that they can accommodate the additional flow of water
without compromising the integrity or quality of the receiving waterbody.
(b) Minimize impact to natural features. The development shall minimize impact
to significant natural features. Applicant shall review the site for natural features
protected under city, state or Federal federal requirements, including steep slopes,
wetlands, wooded areas, endangered or threatened species, or species of concern
habitat, areas designated by the county biological survey, greenways, parks and open
space, groundwater recharge areas, wellhead or surface water protection areas or
regional stormwater pond locations.
(c) Conveyance system. Wherever possible untreated and treated stormwater
runoff shall be conveyed in facilities open to the atmosphere (e.g. swales, vegetated
17
buffer strips, energy-dissipating structures, and the like) rather than through enclosed
pipes, so as to decrease runoff velocity, allow for natural infiltration, allow suspended
sediment particles to settle, and to remove pollutants.
(d) Proposed development design shall:
1. Maintain or decrease runoff volume, where practicable as determined by
the City Engineer;
2. Decrease erosion and sedimentation;
3. Maintain or decrease flow frequency, duration, and peak runoff rates;
4. Increase infiltration (groundwater recharge) or filtration;
5. Maintain existing flow patterns;
6. Reduce time to peak flows by increasing the time of concentration to and
through storm sewers;
7. Provide storage of stormwater runoff on site;
8. Avoid channel erosion;
9. The proposed project must not adversely affect water level off the site
during or after construction; and
10. The proposed activity may not reduce hydraulic efficiency of the drainage
ways at any point up-gradient of the applicant's parcel boundary.
10.11. A combination of Stormwater BMPs may be used to meet the
requirements of section(s) 6, 7, or 8
(e) Landlocked basins. A landlocked basin may be provided an outlet only if it:
1. Retains a hydrologic regime that complies with the requirements of the
local governmental unit (LGU) responsible for administration of the Wetland
Conservation Act (WCA);
2. Provides sufficient dead storage volume to retain back to back 100-year,
24-hour rainfalls and runoff; and
3. Does not create adverse downstream flooding or water quality conditions
as a result of increased discharge rate or volume, or other factors.
(f) All plans shall be consistent with National Pollutant Discharge Elimination
permit (NPDES) requirements, the Lino Lakes engineering design standards, the Lino
Lakes stormwater design standards, and the filing or approval requirements of Rice
Creek Watershed District, Vadnais Lakes Watershed Management Organization, Anoka
County, Minnesota Department of Natural Resources, Minnesota Department of
Transportation, Minnesota Pollution Control Agency, U.S. Army Corps of Engineers,
State of Minnesota Stormwater Manual or other regulatory agencies.
(3)
I
18
(4) Stormwater management plan modeling requirements. The City adopts by
reference RCWD Rule C4. Modeling for Stormwater Management Plans, as amended.
(b) A hydrograph method or computer program based on Natural Resources
Conservation Service Technical Release #20 (TR-20) and subsequent guidance must
be used to analyze stormwater runoff for the design or analysis of flows and water
levels within and off the project site. Composite curve numbers shall not include directly
connected impervious surfaces.
(c) In determining curve numbers to model runoff in the post-development
condition, the hydrologic soil group (HSG) of areas within construction limits is to be
shifted down one classification (or one-half classification for HSG A) to account for the
impacts of grading on soil structure unless the project specifications incorporate soil
amendments in accordance with Rice Creek Watershed District Soil Amendment
guidelines.
(d) The following curve numbers (Table 1) shall be utilized for modeling of those
site areas not covered by impervious surface:
Table 1. Curve numbers for use with pervious areas
Hydrologic
Soil Group
Existing
Runoff Curve
Number *
Post-Construction Runoff Curve
Number**
Undisturbed
Land
Disturbed
Land
A 39 39 49
B 61 61 74
C 74 74 80
D 80 80 80
* Curve numbers from USDA-NRCS, Technical Release 55
** Rice Creek Watershed District 2013 Rules
The analysis of flood levels, storage volumes, and discharge rates for
waterbodies and stormwater management basins must include the NOAA Atlas 14
values, as amended, for the two-year, ten-year and 100-year return period, 24-hour
rainfall events and the ten-day snowmelt event, in order to identify the critical duration
flood event. The ten-day snowmelt event is simulated by a 7.2 inch, ten-day spring
runoff event during which it is assumed the ground is frozen solid and no infiltration
occurs (CN set to 100 for all areas). The City Engineer may require analysis of
additional precipitation durations to determine the critical duration flood event. Analysis
19
of the ten-day snowmelt event is not required for stormwater management detention
basins with a defined outlet elevation at or below the 100-year, 24-hour event elevation.
(5) Water quality treatment. The City Adopts by reference RCWD Rule C6. Water
Quality Treatment as amended.
(e) Land development activities creating impervious surface shall address the
use of better site design (BSD) techniques as outlined in the better site design and low
impact development sections of the Minnesota Stormwater Manual (MPCA, 2014 and
subsequent revisions).
(f) The water quality treatment volume standard for all projects, except public
linear projects, is determined as follows (Table 2):
Table 2. Required quality volume calculations for new or reconstructed
developments
BMP BMP Design
Variation
Water Treatment Volume
Calculation [ft3]
Infiltration Infiltration
Feature
Impervious surface [ft2] * 1.1 [in] /12
[in/ft]
Water Reuse Irrigation Impervious surface [ft2] * 1.1 [in] / 12
[in/ft]
Biofiltration Underdrain Impervious surface [ft2] * 1.1 [in] /
(0.65 * 12 [in/ft])
Filtration Sand or Rock
Filter
Impervious surface [ft2] * 1.1 [in] /
(0.50 * 12 [in/ft])
Stormwater
Wetlands
Shallow Wetland Impervious surface [ft2] * 1.1 [in] /
(0.40 * 12 [in/ft])
Pond/Wetland Impervious surface [ft2] * 1.1 [in] /
(0.55 * 12 [in/ft])
Stormwater
Pond
Wet Pond Impervious surface [ft2] * 1.1 [in] /
(0.50 * 12 [in/ft])
Multiple Pond Impervious surface [ft2] * 1.1 [in] /
(0.60 * 12 [in/ft])
(g) The required water quality treatment volume standard for public linear
projects is determined as follows:
20
Require
d Water Quality
Treatment
Volume [ft 3]
= Area of
New or
Reconstructe
d Impervious
Surface [ft2]
x 0.7
5 [in]
÷ 1
2 [in/ft]
(h) Public linear projects shall meet the requirements of the Rice Creek
Watershed District (RCWD) or Vadnais Lakes Area Water Management Organization
(VLAWMO) as applicable.
(i) Infiltration BMPs (see city BMP standard plates and design criteria) are to be
incorporated in areas with A and B hydrologic soil groups. Stormwater from impervious
surfaces other than rooftops must be pretreated before discharge to infiltration BMPs, to
remove sediment and floatables, or other materials that would restrict the BMP's
capacity or contaminate ground water.
(j) If the project meets any of the following conditions listed in Table 3, infiltration
is prohibited and the water quality volume requirements shall be provided the remaining
options in Table 2:
Table 3. Specific conditions that may restrict inflitration.
Type Specific Site Conditions
Potential Contamination
Potential stormwater hotspots
[PSH]
Contaminated soils
Vehicle fueling and maintenance
areas
Physical Limitations
Low permeability soils [HSG C and
D]
Bedrock within three vertical feet of
bottom of infiltration area
Seasonal high water table within
three vertical feet of bottom of infiltration
area
Where soil infiltration tests are
more than 8.3 inches per hour
21
Land Use Limitations Utility locations
Adjacent wells
BMPs must provide infiltration where feasible. If the city concurs that the
infiltration BMPs are not feasible or directs that infiltration not be used, then any BMP
may be chosen. If infiltration is feasible on-site, then a regionally-sited BMP must
provide equivalent runoff volume reduction.
(6) Peak stormwater runoff control. The City adopts by reference RCWD Rule C7.
Peak Stormwater Runoff Control as amended.
(a) Stormwater runoff rates for the proposed project at the site boundary, in
aggregate, must not exceed existing runoff rates for the critical two-, ten-, and 100-year
frequency events.
(k) Any increase in a critical event rate at a specific point of discharge from the
site must be limited and cause no adverse down gradient impact. The project must meet
the hydroperiod standards found in Table 4 with respect to all down-gradient wetlands.
Table 4. Hydroperiod standards
Wetland
Susceptibility
Class
Permitted
Storm Bounce for
2-year and 10-year
Event*
Inundation
Period for 2-year
Event*
Inundation
Period for 10-year
Event*
Highly
Susceptible
Existing Existing Existing
Moderately
Susceptible
Existing +
0.5 ft
Existing + 1
day
Existing + 7
days
Slightly
Susceptible
Existing +
1.0 ft
Existing + 2
days
Existing +14
days
Least
Susceptible
No Limit Existing + 7
days
Existing + 21
days
* Duration of 24-hours for the return periods utilizing NOAA Atlas 14
precipitation data. Source: Adapted from Rice Creek Watershed District 2013 Rules.
Wetland Susceptibility Class is determined based on wetland type, as follows:
Highly susceptible wetland types include: sedge meadows, bogs, coniferous
bogs, open bogs, calcareous fens, low prairies, coniferous swamps, lowland hardwood
forests, and seasonally flooded water basins.
Moderately susceptible wetland types include: shrub-carrs, alder thickets, fresh
(wet) meadows, and shallow and deep marshes.
Slightly susceptible wetland types include: floodplain forests and fresh wet
meadows or shallow marshes dominated by cattail giant reed, reed canary grass or
purple loosestrife.
22
Least susceptible wetland includes severely degraded wetlands. Examples of
this condition include cultivated hydric soils, dredge/fill disposal sites and some gravel
pits.
Exceptions. Rate control criteria of division (5) may be waived if the site
discharges directly to a water body with large storage capacity (such as a public water)
that has a time-to-peak elevation greater than that for an on-site pond and the volume
discharged from the on-site pond is negligible, relative to the volume of runoff entering
the water body.
(7)(8) Design criteria. Best Management Practices shall be designed in accordance
with the following standards:
(a) Infiltration BMPs. Infiltration BMPs must be designed to provide:The City
adopts by reference RCWD Rules C.9.(a) as amended.
1. Adequate pretreatment measures to remove sediment before runoff enters
the primary infiltration area;
2. Drawdown within 48-hours or 72-hours from the end of a storm event, for
surface or sub-surface features, respectively. Soil infiltration rates shall be based on the
appropriate HSG classification and associated infiltration rates (Table 5). Infiltration area
will be limited to the horizontal areas subject to prolonged wetting;
(8)
(9) Table 5. Soil Infiltration Rates.
(10)
SG
(11) S
oil Tecture*
(12) Corresponding
Unified Soil Classification**
(13) Infil
tration Rate
[in/hr]
(14) (15) G
ravel
(16) S
andy Gravel
(17) S
ilty Gravel
(18)
W
(19) Well-
graded gravels, sandy
gravels
(20) 1.6
3
(21)
P
(22) Gap-
graded or uniform
gravels, sandy gravels
(23)
M
(24) Silty
Gravels, silty sandy
gravels
(25)
W
(26) Well-
graded or uniform
sands, gravelly sands
23
(27) S
and
(28) L
oamy Sand
(29) S
andy Loam
(30)
P
(31) Gap-
graded or uniform
sands, gravelly sands
(32) 0.8
(33) (34) L
oam
(35) S
ilt Loam
(36)
M
(37) Silty
sands, silty gravelly
sands
(38) 0.4
5
(39)
H
(40) Micaceou
s silts, diatomaceous
silts volcanic ash
(41) 0.3
(42) (43) S
andy Clay
(44) L
oam
(45)
L
(46) Silts, very
fine sands, silty or
clayey fine sands
(47) 0.2
(48) (49) C
lay Loam
(50) S
ilty Clay
(51) L
oam
(52) S
andy Clay
(53) S
ilty Clay
(54) C
lay
(55)
C
(56) Clayey
gravels, clayey sandy
gravels
(57) .06
(58)
C
(59) Clayey
sands, clayey sandy
gravels
(60)
L
(61) Low
plasticity clays, sandy
or silty clays
(62)
L
(63) Organic
silts and clays of low
plasticity
(64)
H
(65) Highly
plastic clays and sandy
clays
(66)
H
(67) Organic
silts and clays of high
plasticity
24
(68) Source: Adapted from the "Design Infiltration Rates" table from the
Minnesota Stormwater Manual, MPCA (January 2014).
(69) * U.S. Department of Agriculture, Natural Resources Conservation
Service, 2005. National Soil Survey Handbook, title 430-VI. (Online) Available:
http://soils.usda.gov/technical/handbook/.
(70) ** ASTM standard D2487-00
(71)
1. A minimum of three feet of separation from the seasonal high water table.
2. Design and placement in accordance with the 2007 Minnesota
Department of Health guidance Evaluating Proposed Stormwater Infiltration Projects in
Vulnerable Wellhead Protection Areas.
(b) Water reuse. The City adopts by reference RCWD Rules C.9.(b) as
amended.Water reuse BMPs must be designed to provide:
i design-An maximum irrigation rate of one-inch per week over the irrigated
lawn/turf grass area(s);
ii No greater than a 26 week (April 15 to October 15) growing season; and
2. No increase in stormwater runoff from the irrigated area or project site.
i The amount of water quality treatment volume credit given will be based upon
the three year average of the volume irrigated, determined by the average of three
years of monitoring records.
(c) Biofiltration and filtration BMPs. The City adopts by reference RCWD Rules
C.9.(c) as amended.Biofiltration and filtration BMPs must be designed to provide:
1. Adequate pretreatment measures to remove sediment before runoff enters
the primary biofiltration area;
2. Drawdown within 48-hours or 72-hours from the end of the storm event for
surface or sub-surface features, respectively;
3. A minimum of 12-inches of organic material or sand above the rock trench
or drain tile system; and
4. Drain tile system must be designed above the seasonal high water table.
(d) Stormwater ponds. The City adopts by reference RCWD Rules C.9.(d) as
amended.
(d)(e) Soil Borings. The City adopts by reference RCWD Rules C.9.(e) as
amended.Stormwater ponds must be designed to provide:
1. Water quality features consistent with NURP criteria and city standard
plate;
2. Permanent wet pool with dead storage at least equal to the runoff from a
two and one half inch rainfall over the area tributary to the pond
25
3. An outlet structure capable of preventing migration of floating debris and
oils for at least the one-year storm.
4. An outlet structure to control the two-year, ten-year and 100-year
frequency events to existing peak runoff sites; and
5. An identified overflow spill way sufficiently stabilized to convey flows
greater than the 100-year critical storm event.
(e)(f) Outfalls. An outfall structure discharging to a wetland, public water or
public water wetland must incorporate a stilling-basin, surge-basin, energy dissipater,
placement of ungrouted natural rock riprap or other feature to minimize disturbance and
erosion of natural shoreline and bed resulting from stormwater dischargesThe City
adopts by reference RCWD Rules C.9.(f) as amended.
(f)(g) Freeboard requirements. All new residential, commercial, industrial and
other habitable or non-habitable structures, and all stormwater basins, must be
constructed so that the lowest floor and lowest entry elevations of structures comply
with the following:Table 6.
Table 6. Low floor and low entry freeboard requirements
Regional
Flood
Elevations
Local Detention
Basins &
Wetlands
Infiltration Basins Rain
Gardens
Groundwater1
Elevation 100 year EOF 100
year
EOF Bottom 100
year
EOF EOF Seasonal High
Level
Low Floor
Freeboard
2–ftft. 1-ft 0-ft N/A 0-ft N/A N/A N/A 4-ft
Low Entry
Freeboard
N/A N/A 2-ft 1-ft N/A 2-ft 1-ft 0.5-ft N/A
1 The seasonal high groundwater level shall be determined within 12 months of proposed construction
of the structure by a soil scientist or geotechnical engineer registered in the State of Minnesota as
indicated by redoximorphic features such as mottling within the soil or by direct groundwater
observation.
(h) Within a landlocked basin, lowest floor elevations must be at least one foot
above the surveyed basin overflow elevation. Where a structure is proposed below the
runoff elevation of a land-locked basin, the low- floor elevation will be a minimum of two
feet above the high water level as determined from an estimate of high water levels
determined from the highest of either the 100-year, ten-day runoff event or back-to-back
26
100-year, 24-hour rainfalls. Aerial photos, vegetation, soils, and topography will be used
to derive a "normal" water elevation for the basin for the purpose of computing the 100-
year elevation.
(9) Comprehensive Stormwater Management Plan.
(a) The City of Lino Lakes may develop a comprehensive stormwater
management plan (CSMP) as an alternative way to meet the stormwater requirements
of the local watershed agencies for development within a defined area and a common
resource of concern (ROC). The CSMP will be submitted to the applicable watershed
district for review and must comply with the requirements of the watershed district.
(b) The following Comprehensive Stormwater Management Plans are
adopted and in effect:
1. Legacy at Woods Edge Development (LWED) CSMP (August 2016):
The LWED is defined as that area within the City of Lino Lakes bounded by I-35W to the
north, Town Center Parkway to the south, and Lake Drive to the west. The following
LWED CSMP policies and regulations supersede portions of Sections 1011.011 within
the LWED as follows:
i Subpart (5) Water Quality Treatment and Subpart (6) Peak
Stormwater Runoff Control: Private development shall not exceed the impervious areas
listed in Appendix E of the LWED CSMP. If developers choose to exceed the
impervious limits, they will be required to address any additional stormwater
requirements within that parcel at their own expense and demonstrate how the
additional runoff will be treated to meet the applicable Rice Creek Watershed District
rules. Any such best management practices (BMPs) will be considered private and be
maintained by the owner/developer of the parcel.
2. Northeast Lino Lakes Drainage Area (NEDA) CSMP (September
2018): The NEDA is defined as that area within the City of Lino Lakes bounded by Main
Street to the south, the City of Hugo to the east, Lake Peltier to the west and Rehbein
Street to the north. The following NEDA CSMP policies and regulations supersede
portions of Section 1011.011 with the NEDA as follows:
i Subpart (5). Water Quality Treatment: W ater quality treatment
requirements shall be met through a variety of measures as is feasible on a regional or
development- by-development basis. On-site infiltration is not feasible for most of the
NEDA due to poor soils, high groundwater and the presence of wetlands. As
development proceeds within the NEDA, developers shall be required to demonstrate
that infiltration is not feasible on-site before utilizing any regional basins or other BMP
alternatives.
ii Subpart (6). Peak Stormwater Runoff Control: Private development
shall be restricted to an allowable flow rate of 0.1 cubic feet per second (cfs) per acre
for the 100-year, 24-hour peak discharge rate. This will result in a maximum peak
discharge rate from the NEDA into Peltier Lake of no more than 135 cfs. This restriction
27
may be met through a combination of rate control practices on a regional or
development-by-development basis.
(10) Drainage and utility easements.
(a) If a stormwater management plan involves direction of some or all runoff off of
the site, it shall be the responsibility of the applicant to obtain from adjacent property
owners any necessary easements or other property interests concerning flowage of
water.
(b) Easements are required for all stormwater management facilities, stormwater
conveyances and on-site floodplain and shall extend a minimum of ten feet beyond the
basin's normal water level or the 100-year storm high water level elevation, whichever
is greater.
(c) Easements are required for all outlet swales and ditches, and for overland
overflow routes located downstream of basins located on site.
(d) If the storm sewer is to be installed less than ten feet deep within private
property, the easement shall be a minimum of 20 feet wide. If the storm sewer is ten
feet or greater, the easement shall be twice as wide as the depth.
(e) Easements necessary for maintenance vehicle access are required for all of
the above where not directly available on a public road.
(11) Wetlands. Runoff shall not be routed directly to wetlands without first passing
through an appropriate settling or approved pre-treatment basin. Said basins must
meet standards for volume and flow directed to the basin.
(a) A protective buffer strip of natural vegetation shall surround all wetlands as
follows:
1. Where RCWD is the Local Government Unit (LGU) for administration of
the Minnesota Wetland Conservation Act (WCA) the City adopts RCWD Rule F.6.(e), as
amended. Wetlands not subject to RCWD Rule F.6. (e) shall have a minimum buffer
width of 10’.
2. Where Vadnais Lakes Area Water Management Organization (VLAWMO)
is the LGU for administration of WCA, the City adopts VLAWMO Water Quality
Standards Section 11, as amended.
(b) Wetlands must not be drained, filled, or altered, wholly or partially, unless in
compliance with and permitted under the most current rules adopted by the Minnesota
Board of Water and Soil Resources in the Wetland Conservation Act (WCA). Wetland
replacement must be guided by the following principles in descending order:
1. Avoidance.
2. Minimization.
3. Mitigation.
(c) Permits to work in wetlands must be obtained from the local water
management organizations, acting as local governmental units (LGU), with respective
jurisdiction with the City of Lino Lakes to administer the WCA.
28
(d) Permanent boundary markers, in the form of signage approved by the City of
Lino lakes, should be installed prior to final approval of the required clearing and
grading plan.
(11)(12) Stormwater management plan required exhibits. The stormwater
management plan shall be prepared and signed by a duly licensed engineer in the State
of Minnesota. The following exhibits must accompany the permit application: two plan
sets, full size (22 inches by 34 inches); and one electronic copy in a .pdf one plan set,
reduced to maximum size of 11 inches by 17 inches. Additional copies may be required
in accordance with applicable zoning and subdivision provisions of city code. Allformat.
All plan sets shall also be submitted electronically in a .dwg format or as otherwise
determined by the City Engineer. The minimum information requirements of the
stormwater management plan shall be consistent with the most recent version of the
NPDES permit requirements and include the following information:
(a) A grading, erosion and sediment control plan and, for projects that require a
NPDES permit, a stormwater pollution prevention plan (SWPPP) is required;
(b) Stormwater management plan including existing and proposed hydrologic
calculations for total runoff volume and peak discharge rates as described in this
chapter, including:
1. A narrative including a project description, discussion of BMP selection,
incorporation of infiltration BMPs, and revegetation plan for the project site;
2. Delineation of all drainage areas, including contributing runoff from off-site
areas, proposed and existing subwatersheds on-site, emergency overflows, and
drainage ways;
3. Existing, proposed, and total amount of impervious surfaces created by
the project;
4. Existing and proposed runoff curve numbers;
5. Time of concentration used in calculations; and
6. Existing and proposed total runoff volume and peak discharge rates for
the two-, ten-, and 100-year critical events utilizing NOAA Atlas 14.
(c) Property of lines and delineation of lands under ownership of the applicant.
(d) Locations of all stormwater management practices, infiltration areas, and
areas not to be disturbed during construction.
(e) Location of all drain tiles on the project site shall be identified.
(f) Location and engineered designs for structural stormwater management
practices including stormwater treatment devices that remove oil and floatable material
(e.g., basin outlets with submerged inlets).
(g) Normal water level, high water level, and emergency overflow elevations for
the site and all ponding systems related to NAVD88.
(h) Identification of existing and proposed one-foot contour elevations within the
project site related to NAVD88.
29
(i) Geotechnical analysis including soil borings at all proposed stormwater
management facility locations ASTM D5921 and D2488.
(j) Provisions for groundwater management (dewatering), including subsurface
drains, disposals, ponding and flood controls.
(k) Completed city Rice Creek Watershed District worksheet explaining better
site design techniques that were evaluated during project design, the results of the
evaluation of each and for any techniques deemed infeasible.
(l) A long-term maintenance plan and schedule for all permanent stormwater
practices, along with the identity of the party responsible for the maintenance of the
project. The maintenance responsibility must be memorialized in a document executed
by the property owner in a form acceptable to the city and filed for record on the deed.
(m) Before work is deemed complete, as-built plans must be submitted
demonstrating that at the time of final stabilization, stormwater facilities conform to
design specifications.
(n) Other project site-specific submittal requirements as may be required by the
city.
(Ord. 09-15, passed 10-26-2015)
§ 1011.012 INSPECTIONS AND MAINTENANCE.
(1) Inspections. The applicant is responsible for inspections and record keeping in
accordance with the NPDES permit requirements. The city shall conduct inspections on
a regular basis to ensure that both stormwater and erosion and sediment control
measures are properly installed and maintained prior to construction, during
construction, and at the completion of the project. In all cases the inspectors will attempt
to work with the applicant or developer to maintain proper stormwater management.
Mandatory inspections, conducted by the city, are required as follows:
(a) Before any land land-disturbing activity begins;
(b) Five working days after footing inspections;
(c) At the completion of the project; and
(d) Prior to the release of financial securities.
(2) Post-construction inspection and maintenance of stormwater facilities.
(a) Private stormwater facilities. No private stormwater facility may be approved
unless a maintenance agreement is provided that defines who will conduct
maintenance, the type of maintenance, and the maintenance intervals. All private
stormwater facilities shall be inspected by the owner and maintained in proper condition
consistent with the performance standards for which they were originally designed.
1. Facility access. Access to all stormwater facilities must be inspected
annually and maintained as necessary. It shall be the responsibility of the applicant to
30
obtain any necessary easements or other property interests to allow access to the
facilities for inspection or maintenance for both the responsible party and the city.
2. Maintenance. All settled materials from ponds, sumps, grit chambers, and
other devices, including settled solids, shall be removed and properly disposed of once
capacity is reduced by 30%.
3. Inspection. All private stormwater facilities must submit an as-built record
plan of the facility and must provide documentation to the city of an inspection during
construction, during the first year of operation, and at least once every five years
thereafter. Private facilities are subject to city inspection at any time to ensure
compliance.
(b) Public stormwater facilities.
1. Acceptance of publicly owned facilities. Before work under the permit is
deemed complete, as-builts and certification must be submitted demonstrating at the
time of final stabilization that the stormwater facilities conform to design specifications.
A final inspection shall be required before the city accepts ownership of the stormwater
facilities.
2. Inventory of stormwater facilities. The city shall inventory and maintain a
database for all public stormwater facilities within the city requiring maintenance to
ensure compliance with this chapter.
(3) Maintenance. The city shall perform maintenance of publicly owned stormwater
facilities within the city as provided for in the local surface water management plan.
(Ord. 09-15, passed 10-26-2015)
§ 1011.013 PLAN REVIEW PROCEDURE.
Plan review. The applicant shall not commence any construction activity subject to
this chapter until the stormwater management plan and/or the grading, erosion and
sediment control plan have been approved by the city. The submittal shall be processed
in accordance with:
Ch. 1007.020 of city code as applicable. § 2 of the Zoning Ordinance or Ch. 1011 of
city code as applicable. City approval is contingent on issuance of all other permits
required by the city or other agencies having jurisdiction on the project. The following
standards shall apply to all developments within the city:
(1) Plan approval. If the city determines that the stormwater management plan
and/or the grading, erosion and sediment control plan meets the requirements of this
chapter, the city shall issue a plan approval valid for a specified period of time that
authorizes the land disturbance activity contingent on the implementation and
completion of this plan.
(2) Plan denial. If the city determines that the plan does not meet the requirements
of this chapter, the city shall not issue plan approval for the land disturbance activity.
This plan must be resubmitted for approval before the land disturbance activity begins.
31
All land use and building permits shall be suspended until the developer has an
approved ESC or stormwater management permit for ESC or stormwater management.
(3) Modification of plan. The applicant must amend the plan as necessary to include
additional requirements such as additional or modified BMPs designed to correct
problems identified or address situations whenever:
(a) A change in design, construction, operation, maintenance, weather, or
seasonal conditions that has a significant effect on the discharge or pollutants to
surface waters or underground waters;
(b) Inspections or investigations indicate the plans are not effective in eliminating
or significantly minimizing the discharge or pollutants to surface waters or underground
waters or that the discharges are causing water quality degradation;
(c) The plan is not achieving the general objectives of minimizing pollutants in
stormwater discharges associated with construction activity; or
(d) The plan is not consistent with the terms and conditions of this chapter.
(Ord. 09-15, passed 10-26-2015)
§ 1011.014 FINANCIAL SECURITIES.
The applicant shall be subject to the financial security provisions of the city
development agreement, site improvement performance agreement and/or the city
public improvement financing policy, as applicable.
(Ord. 09-15, passed 10-26-2015)
§ 1011.015 ENFORCEMENT.
(1) Notification of failure of the permit. The city shall notify the permit holder of the
failure of the permit's measures.
(a) Initial contact. The initial contact will be to the party or parties listed on the
application and/or the SWPPP as contacts. Except during an emergency action, 48
hours after notification by the city or 72 hours after the failure of erosion and sediment
control measures, whichever is less, the city at its discretion may begin corrective work.
Such notification should be in writing, but if it is verbal, a written notification should
follow as quickly as practical. If after making a good faith effort to notify the responsible
party or parties, the city has been unable to establish contact, the city may proceed with
corrective work. There are conditions when time is of the essence in controlling erosion.
During such a condition, the city may take immediate action and then notify the
applicant as soon as possible.
(b) Emergency action. If circumstances exist such that non-compliance with
this chapter poses an immediate danger to the public health, safety and welfare, as
determined by the city, the city may take emergency preventative action. The city shall
also take every reasonable action possible to contact and direct the applicant to take
32
any necessary action. Any cost to the city may be recovered from the applicant's
financial security.
(c) Erosion off site. If erosion breaches the perimeter of the site, the applicant
shall clean up and repair or supplement with functional BMPs within 24 hours of
discovery or immediately as conditions allow. If, in the discretion of the city, the permit
holder does not repair the damage caused by the erosion, the city may do the remedial
work required and charge the cost to the applicant. When restoration to wetlands and
other resources are required, the applicant shall be required to work with the
appropriate agency to ensure that the work is done properly.
(d) Erosion into streets, wetlands, or water bodies. If eroded soils (including
tracked soils from construction activities) enter or appear likely to enter streets,
wetlands, or other water bodies, cleanup and repair shall be immediate. The applicant
shall provide all traffic control and flagging required to protect the traveling public during
the cleanup operations.
(e) Failure to do corrective work. When an applicant fails to conform to any
provision of this policy chapter within the time stipulated, the city may take the
following actions:
1. Issue a stop work order, withhold the scheduling of inspections, and/or the
issuance of a certificate of occupancy.
2. Revoke any permit issued by the city to the applicant for the site in
question or any other of the applicant's sites within the city's jurisdiction.
3. Correct the deficiency or hire a contractor to correct the deficiency.
4. Require reimbursement to the city for all costs incurred in correcting
stormwater pollution control deficiencies. If payment is not made within 30 days after
costs are incurred by the city, payment will be made from the applicant's financial
securities as described above.
5. If there is an insufficient financial amount in the applicant's financial
securities as described above, then the city may assess the remaining amount against
the property. As a condition of the permit, the owner shall waive notice of any
assessment hearing to be conducted by the city, concur that the benefit to the property
exceeds the amount of the proposed assessment, and waive all rights by virtue of M.S.
§ 429.081 to challenge the amount or validity of assessment.
(2) Enforcement. The city shall be responsible for enforcing this chapter.
(a) Penalties. Any person, firm, or corporation failing to comply with or violating
any of these regulations shall be deemed guilty of a misdemeanor and be subject to a
fine or imprisonment or both. All land use and building permits shall be suspended until
the applicant has corrected the violation. Each day that a separate violation exists shall
constitute a separate offense.
(b) Right-of-entry and inspection; powers. The issuance of a permit constitutes a
right-of-entry for the city or its contractor to enter upon the construction site. The
applicant shall allow the city and their authorized representatives, upon presentation of
credentials, to:
33
1. Enter upon the permitted site for the purpose of obtaining information,
examination of records, conducting investigations or surveys;
2. Bring such equipment upon the permitted site as is necessary to conduct
such surveys and investigations;
3. Examine and copy any books, papers, records, or memoranda pertaining
to activities or records required to be kept under the terms and conditions of the
permitted site;
4. Inspect the stormwater pollution control measures; and
5. Sample and monitor any items or activities pertaining to stormwater
pollution control measures;
6. Correcting deficiencies in stormwater and erosion and sediment control
measures.
(Ord. 09-15, passed 10-26-2015)
§ 1011.016 ABROGATION AND GREATER RESTRICTIONS.
In the event of any conflict between the provisions of this chapter and the provisions
of any other city ordinance adopted by the City Council, the more restrictive standard
prevails.
(Ord. 09-15, passed 10-26-2015)
Surface Water
Management and
Erosion and Sediment
Control Ordinance
Work Session
City of Lino Lakes
December 5, 2022
2
Erosion Control and Stormwater Management is required for activities that
disturbs land and generates runoff based on certain thresholds:
•City Surface Water Management Plan (Comprehensive Plan) establishes
policies to manage surface water quality and minimize erosion into surface
waters
•National Pollutant Discharge Elimination System (NPDES) permit
requirements
•Regulate land disturbance of greater than or equal to one acre
•Must treat the water quality volume on any project where new or
reconstructed surface equals one of more acres
•City Official Controls e.g. Subdivision and zoning requirements require
stormwater management and erosion control.
3
City Code Chapter 1011 proposed changes
Sections 1011.001 through 1011.005:
•Remove redundant/unnecessary language
•Recognize adoption of certain code amendments by reference to RCWD
or VLAWMO rules
Section 1011.006 Definitions:
•Update definitions for consistency with WMO’s and the MS4 permit, and
delete unnecessary terminology.
Section 1011.010. Erosion and Sediment Control Requirements
Minor modifications to remove superfluous language and conform to similar
requirements of RCWD.
4
Section 1011.011 Stormwater Management Requirements.
Permit applicability was amended to generally match RCWD permit
requirements and meets the requirements for the MS4 permit as well.
The Comprehensive Stormwater Management Plan (CSMP’s) section was
added, as provided for by RCWD. The City has two CSMP’s currently in
effect –one for Legacy at Woods Edge (City Hall and surrounding complex)
and the NE Drainage Area (from Peltier Lake to City of Hugo). Stormwater
Management in those areas are governed by these requirements.
5
Section 1011.011 Stormwater Management Requirements (cont’d).
Subparts 5 through 9 adopts the RCWD requirements by reference as amended.
This keeps our ordinance consistent with the RCWD.
1105.011 (5)Stormwater management plan modeling requirements.
•Adopts RCWD Rule C.4. This establishes the requirements for:
hydrograph method or computer program guidance used to analyze
stormwater runoff
Hydrologic Soil Group (HSG) Curve Numbers
Adopts NOAA Atlas 14 rainfall values for 2, 10 and 100 rain events and the
10-day snowmelt
6
1105.011 (6) Water Quality Treatment
•Adopts RCWD Rule C.6 establishing minimum water quality requirements
Establishes treatment standard volume for new or reconstructed
impervious surface
Establishes treatment standard volume for Public Linear projects.
Establishes location requirements for Best Management Practices
Establishes conditions that restricts infiltration e.g., contaminated soils,
high water table etc.
1105.011 (7) Peak stormwater runoff control
•Adopts RCWD Rule. 7 establishing peak runoff rates at the project site
boundary –must not exceed existing rates for 2, 10 and 100 year, 24 hour
rainfall events.
7
1105.011 (8) Bounce and Inundation Period
•Adopts RCWD Rule C. 8 regarding maximum “bounce” allowed in wetland
water elevation during storm events.
1105.011 (9) Design Criteria
•Adopts RCWD Rule C. establishing design criteria for best management
practices including:
Infiltration Bmp’s
Water Reuse –stormwater irrigation systems
Biofiltration and filtration BMP’s
Stormwater Ponds
Soil boring requirements
Outfall design standards –e.g., low floor and low entry requirements -
8
1011.011 (11) Wetlands
•added to establish wetland buffers consistent with the RCWD and VLAWMO
requirements.
RCWD:Wetland Management Corridor:50’ average width; 25’ min.
Non-WMC wetlands:10’ feet
VLAWMO:
9
1011.012 -1011.016 -Minor Clerical references
WS – Item 4
WORK SESSION STAFF REPORT
Work Session Item No. 4
Date: December 5, 2022
To: City Council
From: Michael Grochala, Community Development Director
Re: Deicing Material Bulk Storage Ordinance
Background
Section 18.6 of the Cities General Permit for Separate Storm Sewer System requires that
the City adopt a regulatory mechanism (Ordinance) that requires proper salt storage at
commercial, institutional, and non-NPDES Permitted industrial facilities. At a minimum
the ordinance must require the following:
a. Designated salt storage areas must be covered or indoors;
b. Designated slat storage areas must be located on an impervious surface; and
c. Implementation of practices to reduce exposure when transferring material in
designated salt storage areas (e.g., sweeping, diversions, and/containment
ANALYSIS
Deicers used to reduce ice and snow on roads, parking lots, and sidewalks often include
salt, which contains chloride. Chloride is easily transmitted into lakes, streams, and
groundwater. This has the potential to impact drinking water supplies, as well as the
health of freshwater fish and other aquatic life. Once in the water, there is no easy way to
remove it. Residents experience the impacts of chloride in many ways:
• Fish and aquatic bugs – High amounts of chloride are toxic to fish, aquatic bugs,
and amphibians. Chloride can negatively affect the fish and insect community
structure, diversity, and productivity, even at lower levels.
• Plants – Road salt splash can kill plants and trees along the roadside, and plants
that take up salty water through their roots can also suffer, Chloride in streams,
lakes, and wetlands harms aquatic vegetation and can change the plant community
structure.
• Salt-laden soil can lose its ability to retain water and store nutrients and be more
prone to erosion and sediment runoff (which also harms water quality).
• Pets – Salt can sicken pets who consume it, lick it off their paws, or drink salty
snow melt/runoff. It can also irritate their paw pads.
• Wildlife – Some birds, like finches and house sparrow, can die from ingesting
deicing salt. Some salt-sensitive species are particularly at risk.
• Infrastructure – Chloride corrodes road surfaces and bridge and damages
reinforcing rods, increasing maintenance and repair costs.
The draft ordinance establishes minimum requirements for the safe storage of deicer
materials. The requirements are applicable to all commercial, institutional and industrial
properties in the City. Typically, these are uses that have large parking areas and
routinely use deicers as part of their snow removal procedures. The threshold of 5 tons
equates to approximately one dump truck load of material. Staff is not aware of any
facilities, other than public works, that has this amount of deicer stored. However, there
may be construction and landscaping businesses, who perform winter snow removal, that
do meet this threshold.
The Environmental Board reviewed the proposal at their October 26, 2022 and
recommended sending out a survey to area businesses to provide awareness and collect
input on the pending ordinance.
Staff is anticipating bringing the item back for City Council consideration in January.
Requested Council Direction
None required. Discussion only.
Attachments
1. Draft Ordinance
ORDINANCE NO. xx - 2022
AN ORDINANCE AMENDING SECTION 900 OF THE LINO LAKES CITY CODE, RELATING TO
NUSANCES, BY ADDING A NEW SECTION 905, CONCERNING STORAGE OF BULK DEICING
MATERIAL
The City Council of Lino Lakes Ordains:
Section 1. Chapter 900 of the Lino Lakes City Code is amended by adding a new section 905 as
follows:
905.01 FINDINGS
(1) The removal of snow and ice from roadways is essential to both public safety and to the local
economy and in order to protect the public safety, during and after winter storm events, the use
of pavement deicing chemicals is a widely accepted means of keeping roadways passable; and
(2) Pavement deicing is typically accomplished through the use of deicers which can be corrosive to
vehicles, roadway surfaces, and bridges and has been found to have adverse effects on the
surface waters, groundwater and to environmentally sensitive areas; and
(3) The restoration of surface and ground water quality and ecosystems in such areas can be very
difficult and costly, if not impossible to rehabilitate through reverse osmosis, once the events or
contamination occur; and
(4) Proper utilization and management of deicing materials is critical to ensure that the
environmental impacts of related practices are reduced to the maximum extent possible; and
(5) Negative environmental impacts may occur when salt and other deicers are not properly stored
and transported; and
(6) One of the primary sources of chloride entering the ground water is salt spillage that is either
plowed or washed from maintenance yards, unloading, and loading areas and it is necessary to
regulate all persons engaged in the storage and use of bulk deicing materials on their property
and elsewhere in order to reduce the costly impacts of such use to the surrounding vegetation,
surface water and ground water; and
905.02 DEFINITIONS
Definitions. For the purpose of this section the following words, terms, phrases, shall have the
meanings ascribed to them below.
Bulk Storage: means the storage of any deicing material (liquid or solid used for deicing during winter
conditions that is more than five tons in solid form (or 1,000 gallons in liquid form).
Deicer: means any substance used to melt snow and ice or used for its anti-icing effects.
905.03 APPLICABILITY
The following sections apply to all indoor and outdoor bulk deicer storage facilities (temporary and
permanent) including salt piles, salt bag storage, salt/sand piles and other storage of deicing materials
on commercial, institutional, and non-NPDES permitted industrial properties within the City
905.04 Nuisance Declared: responsible party. It shall be a public nuisance for the owner of
commercial, institutional, or industrial property in the city, or for the owner or operation of a
business or nonprofit establishment on such property, to store bulk deicing materials on the
property in violation of this section.
905.05 GENERAL REQUIREMENTS
(1) Indoor operations for the storage of deicing materials must be provided wherever possible in
order to prevent such materials from being affected by rain, snow and melt water.
(2) All salt, sand and other deicing materials stored outdoors must be covered at all times.
(a) When not using a permanent roof, a waterproof impermeable, flexible cover must be placed
over all storage piles (to protect against precipitation and surface water runoff). The cover
must prevent runoff and leachate from being generated by the outdoor storage piles. The
cover must be secured to prevent removal by wind or other storm events. Piles must be
formed in a conical shape and covered as necessary to prevent leaching.
(b) Any roof leaks, tears or damage should be temporarily repaired during winter to reduce the
entrance of precipitation. Permanent repairs must be completed prior to the next winter
season.
(c) Tanks used for liquid deicing material storage must be dual wall contained, or if a single wall
tank is used then a containment system must be in place surrounding the tank.
(3) Outdoor storage of deicing materials must be located on an impermeable surface.
(4) The facility must be in close proximity to the area in which the deicing materials are to be used, if
practical.
(5) Each facility must be located outside of floodplains and 75 feet from lakes, rivers, streams,
ditches, wetlands and any other areas likely to absorb runoff. A facility must not be located in
close proximity to surface water features, water supplies, wells or drywells.
(6) The property slope must be away from the facility's deicer storage area.
(7) Practices must be implemented in order to reduce exposure (e.g., sweeping, diversions, and/or
containment) when transferring salt or other deicing material.
905.06 ENFORCEMENT
The Public Safety Department and any other officers, employees or agents as the Council may
designate shall enforce the provisions of this chapter. The officers shall have the power to inspect
private premises and take all reasonable precautions to prevent the commission and maintenance of
public nuisances. No person shall enter private property under this section without the express
written permission of the owner or occupant of the property. If permission is not granted, the
provisions of § 101.14 concerning administrative search and seizure warrants shall be followed.
9050.07 ABATEMENT.
A nuisance under this section may be abated according to the provisions of Chapter 903.
Section 2. This ordinance shall be in effect 30 days after publication.
Adopted by the Lino Lakes City Council this ____ day of ________________ 2022.
The motion for the adoption of the foregoing ordinance was introduced by Councilmember
_____________and was duly seconded by Councilmember ___________ and upon vote being taken
thereon, the following voted in favor thereof:
The following voted against same:
____________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Julianne Bartell, City Clerk
WS – Item 5
WORK SESSION STAFF REPORT
Work Session Item No. 5
Date: December 5, 2022
To: City Council
From: Sarah Cotton, City Administrator
Re: Advisory Board Appointments
Background
The City is currently accepting advisory board applications for terms expiring December
31, 2022. Current advisory board members with expiring terms have been notified and
advisory board openings have been advertised on the City’s website, social media, and in
the City newsletter.
The City Council will appoint residents to serve in the following seats starting in January
of 2023:
Planning & Zoning Board – 3 seats (*one 1-year term)
Park Board – 3 seats
Environmental Board – 3 seats
EDAC – 3 seats
*All terms are three years, unless noted otherwise.
Requested Council Direction
Establish a date to interview applicants.
Attachments
None
WS – Item 6
WORK SESSION STAFF REPORT
Work Session Item No. 6
Date: December 5, 2022
To: City Council
From: Hannah Lynch, Finance Director
Re: 2023 Budget & Tax Levy
Background
The Preliminary 2023 Budget & Tax Levy was adopted by Council on September 26th.
The total preliminary levy was $12,967,057, a 9.71% increase from 2022, resulting in a
35.157% tax rate. That tax rate was represented on Anoka County Proposed 2023 Tax
Statements mailed out to property owners last week.
The total proposed final levy is $12,893,915, a 9.09% increase from 2022, resulting in an
anticipated tax rate of 34.935%. The $73,142 decrease in the proposed final levy from
the preliminary is a result of updated personnel wages & benefits.
The Council has met on the Proposed 2023 Budget & Tax Levy four times prior to this
evening. The budgets discussed at each of those meetings are summarized on page 2 of
the attached budget document.
Requested Council Direction
Attached is the Proposed Final 2023 Budget & Tax Levy anticipated to be adopted
following the public hearing on Monday, December 12th.
Attachments
Proposed Final 2023 Budget & Tax Levy
Adopted Proposed $ %
2022 2023 Change Change
Tax Levy
Operating Levy 9,790,843 11,319,531 1,528,688 15.61%
Debt Levy 2,028,444 1,574,384 (454,060) -22.38%
Total Tax Levy 11,819,287 12,893,915 1,074,628 9.09%
General Fund Budget
Revenues
Property Taxes 8,789,119 9,734,585 945,466 10.76%
Business Licenses and Permits 143,175 151,360 8,185 5.72%
Non-Business Licenses and Permits 889,627 952,041 62,414 7.02%
Intergovernmental 668,512 687,417 18,905 2.83%
Charges for Services 292,172 292,422 250 0.09%
Fines and Forfeits 101,100 101,100 -0.00%
Investment Earnings 30,000 30,000 -0.00%
Miscellaneous 211,057 208,491 (2,566) -1.22%
Use of Reserves 500,000 - (500,000)-100.00%
Transfer From Other Funds 40,000 20,000 (20,000) -50.00%
Total Revenues 11,664,762 12,177,416 512,654 4.39%
Expenditures
Administration 1,580,437 1,639,462 59,025 3.73%
Community Development 773,124 822,638 49,514 6.40%
Public Safety 5,912,366 6,231,750 319,384 5.40%
Public Services 3,052,085 3,249,566 197,481 6.47%
Other 346,750 234,000 (112,750) -32.52%
Total Expenditures 11,664,762 12,177,416 512,654 4.39%
Tax Rate 40.154% 34.935%
CITY OF LINO LAKES
2022-2023 BUDGET SUMMARY
1
8/8/2022 9/6/2022 9/26/2022 10/3/2022 10/24/2022 12/5/2022
Proposed Proposed Preliminary Proposed Proposed Proposed $ %
2023 2023 2023 2023 2023 2023 Change Change
Tax Levy
Operating Levy 11,092,673 11,092,673 11,392,673 11,353,392 11,353,392 11,319,531 (33,861) -0.30%
Debt Levy 1,574,384 1,574,384 1,574,384 1,574,384 1,574,384 1,574,384 - 0.00%
Total Tax Levy 12,667,057 12,667,057 12,967,057 12,927,776 12,927,776 12,893,915 (33,861) -0.26%
General Fund Budget
Revenues
Property Taxes 9,507,727 9,507,727 9,807,727 9,768,446 9,768,446 9,734,585 (33,861) -0.35%
Business Licenses and Permits 151,360 151,360 151,360 151,360 151,360 151,360 - 0.00%
Non-Business Licenses and Perm 952,041 952,041 952,041 952,041 952,041 952,041 - 0.00%
Intergovernmental 687,431 687,431 687,431 687,417 687,417 687,417 - 0.00%
Charges for Services 292,422 292,422 292,422 292,422 292,422 292,422 - 0.00%
Fines and Forfeits 101,100 101,100 101,100 101,100 101,100 101,100 - 0.00%
Investment Earnings 30,000 30,000 30,000 30,000 30,000 30,000 - 0.00%
Miscellaneous 208,491 208,491 208,491 208,491 208,491 208,491 - 0.00%
Use of Reserves 176,000 176,000 - - - - - #DIV/0!
Transfer From Other Funds 20,000 20,000 20,000 20,000 20,000 20,000 - 0.00%
Total Revenues 12,126,572 12,126,572 12,250,572 12,211,277 12,211,277 12,177,416 (33,861) -0.28%
Expenditures
Administration 1,635,218 1,635,218 1,635,218 1,634,999 1,634,999 1,639,462 4,463 0.27%
Community Development 832,240 832,240 832,240 822,638 822,638 822,638 - 0.00%
Public Safety 6,279,149 6,279,149 6,279,149 6,273,456 6,273,456 6,231,750 (41,706) -0.66%
Public Services 3,269,965 3,269,965 3,269,965 3,246,184 3,246,184 3,249,566 3,382 0.10%
Other 110,000 110,000 234,000 234,000 234,000 234,000 - 0.00%
Total Expenditures 12,126,572 12,126,572 12,250,572 12,211,277 12,211,277 12,177,416 (33,861) -0.28%
Tax Rate 33.873% 34.073%34.979%34.861% 34.861%34.935%
CITY OF LINO LAKES
2023 PROPOSED BUDGET SUMMARY
2
Adopted Adopted Adopted Proposed
2020 2021 2022 2023 $ Change % Change
Operating Levy Fund
General Fund 101 7,440,756 8,306,254 8,748,619 9,694,085 945,466 10.81%
Summer Playground Program (1)201 11,500 - - - - 0.00%
Rookery Activity Center 202 - - - 325,000 325,000 0.00%
Blue Heron Days (1)205 10,000 - 10,000 - (10,000) (100.00%)
Capital Equipment Replacement (2)402 - - 150,000 325,000 175,000 116.67%
Office Equipment Replacement (1)403 25,000 25,000 25,000 25,000 - 0.00%
Street Maintenance (1)421 661,500 711,113 782,224 860,446 78,222 10.00%
Storm Water Maintenance (1)424 130,000 130,000 - - - 0.00%
Park and Trail Improvements (1)425 90,000 60,000 75,000 90,000 15,000 20.00%
Total Operating Levy 8,368,756 9,232,367 9,790,843 11,319,531 1,528,688 15.61%
Debt Levy Final Levy Year Purpose
Certificate of Indebtedness 2015B 2020 Fire Capital Equipment 214,216 - - - - ***
Certificate of Indebtedness 2017 2020 Police/Fleet Capital Equipment 111,353 - - - - ***
Certificate of Indebtedness 2018 2021 Police/Fleet Capital Equipment 107,100 106,050 - - - ***
Certificate of Indebtedness 2019 2022 Police/Fleet Capital Equipment 140,119 140,307 139,493 - (139,493) (100.00%)
Certificate of Indebtedness 2020 2023 Police/Fleet Capital Equipment - 105,929 106,042 106,299 257 0.24%
G.O. Bond 2012A (3)2023
Main St/Lake Dr & Birch St/Ware Rd Traffic
Signals/Refund 2003A Series Bonds (Elm Street,
Twilight Acres Water Main, Century Farm Lift
Station)178,080 175,896 178,794 176,109 (2,685) (1.50%)
G.O. Bond 2015A (3)2030 Shenandoah Area Street Reconstruction Improv 222,692 219,227 216,497 223,532 7,035 3.25%
G.O. Bond 2015A - Abatement Portion 2026 Birch Street Sanitary Sewer Ext & Turn Lanes 48,536 47,696 51,372 50,427 (945) (1.84%)
EDA Lease/Revenue Bond 2015 2035 Fire Station #2 317,297 316,877 316,300 320,815 4,515 1.43%
G.O. Tax Abatement Refunding Bond 2016C 2022 City's Participation in YMCA Project 301,571 313,567 325,054 - (325,054) (100.00%)
G.O Bond 2018A 2033
West Shadow Lake Dr & LaMotte Area Street
Reconstruction Improv/Lake Dr Watermain/Trl 481,799 483,899 485,212 485,737 525 0.11%
G.O Bond 2021A 2031
4th Ave, Joyer Ln, Karth Rd, Talle Ln, Canfield Rd,
and Gaage Ln Street Reconstruction Improv - - 209,680 211,465 1,785 0.85%
Total Debt Levy 2,122,762 1,909,448 2,028,444 1,574,384 (454,060) (22.38%)
Total Levy 10,491,518 11,141,815 11,819,287 12,893,915 1,074,628 9.09%
(1) Levied in General Fund and transferred to respective funds prior to 2022. Shown separately for comparison purposes.
(2) Pay-As-You-Go capital equipment funding (Certificates of Indebtedness issued in prior years).
(3) Levy result of Voter-Approved Referendum.
CITY OF LINO LAKES
2023 PROPOSED TAX LEVY
2022-2023
3
Actual Actual Adopted Actual Proposed
2020 2021 2022 2022 2023
Taxable Market Value 2,299,471,394 2,435,156,410 2,591,670,167 2,587,650,762 3,291,197,633 *
Annual % Change 10.40% 5.90% 6.43% 6.26% 27.19%
Actual Actual Adopted Actual Proposed
2020 2021 2022 2022 2023
Total Tax Capacity Value 24,887,837 26,491,445 27,950,000 27,908,349 35,485,183 *
Less FD Contribution in Value (1,486,924) (1,537,086) (1,643,524) (1,643,524) (1,502,577)
Less Captured Value for Tax Increment (717,399) (845,716) (783,368) (783,140) (1,037,875) *
Total Net Tax Capacity Value 22,683,514 24,108,643 25,523,108 25,481,685 32,944,731
Annual % Change 9.28% 6.28% 5.87%5.70%29.29%
Total Levy 10,491,518 11,141,815 11,819,287 11,819,287 12,893,915
Less FD Distribution (1,447,780) (1,472,118) (1,587,612) (1,587,612) (1,384,776)
Total Net Levy for Tax Rate 9,043,738 9,669,697 10,231,675 10,231,675 11,509,139
Annual % Change 4.19% 6.92% 5.81%5.81%12.49%
City Tax Capacity Rate 39.870%40.109%40.088%40.154%34.935%
*Preliminary values from Anoka County
CITY OF LINO LAKES
2023 PROPOSED TAX CAPACITY RATE
4
Base Adjustments $%
Actual Actual Adopted Budget Requested Proposed Increase/ Increase/
2020 2021 2022 2023 2023 2023 Decrease Decrease
Property Taxes 8,342,664 9,280,146 8,789,119 8,789,119 945,466 9,734,585 945,466 10.76%
Special Assessments 0 185 00000***
Business Licenses and Permits 94,758 83,347 143,175 143,175 8,185 151,360 8,185 5.72%
Non-Business Licenses and Permits 877,693 1,317,407 889,627 889,627 62,414 952,041 62,414 7.02%
Intergovernmental 617,816 626,278 668,512 668,512 18,905 687,417 18,905 2.83%
Charges for Services 273,285 337,289 292,172 292,172 250 292,422 250 0.09%
Fines and Forfeits 76,811 73,206 101,100 101,100 0 101,100 0 0.00%
Investment Earnings 122,482 (50,817) 30,000 30,000 0 30,000 0 0.00%
Miscellaneous 191,069 244,328 211,057 211,057 (2,566) 208,491 (2,566) (1.22%)
Other Financing Sources 380,560 0 540,000 0 20,000 20,000 (520,000) (96.30%)
TOTAL REVENUES 10,977,138 11,911,370 11,664,762 11,124,762 1,052,654 12,177,416 512,654 4.39%
CITY OF LINO LAKES
2023 PROPOSED GENERAL FUND REVENUE
5
Base Adjustments
Account Actual Actual Adopted Budget Requested Proposed
Number 2020 2021 2022 2023 2023 2023 Budget Detail
Property Taxes
Current Taxes 101-000-3010-000 8,292,860 9,146,333 8,748,619 8,748,619 945,466 9,694,085 Levy for General Operations
Delinquent Taxes 101-000-3020-000 49,225 98,537 40,000 40,000 0 40,000 Prior Year(s) Delinquencies
Excess Tax Increments 101-000-3050-000 0 23,653 0 0 0 0
Tax Forfeits 101-000-3060-000 0 0 0 0 0 0
Penalties & Interest 101-000-3150-000 578 11,623 500 500 0 500
8,342,664 9,280,146 8,789,119 8,789,119 945,466 9,734,585
Special Assessments
Current Assessments 101-000-3110-000 0 185 0 0 0 0
0 185 0 0 0 0
Business Licenses and Permits
Liquor License - Bar 101-000-3201-000 25,133 (391) 32,000 32,000 0 32,000 License to Sell Liquor for On-Premises Consumption
Liquor License - Beer 101-000-3202-000 750 97 1,000 1,000 0 1,000 License to Sell Beer for On-Premises Consumption
Off-Sale Liquor 101-000-3203-000 2,483 1,600 2,000 2,000 0 2,000 License to Sell Packaged Liquor for Off-Premises Consumption
Sunday Liquor License 101-000-3204-000 3,883 142 1,900 1,900 0 1,900 License to Sell Liquor for On-Premises Consumption on Sunday
Club Liquor License 101-000-3205-000 250 0 300 300 0 300
Beer Permit 101-000-3206-000 0 0 0 0 0 0
Investigation Fee 101-000-3208-000 810 423 1,000 1,000 0 1,000 Fee to Perform Background Investigation for Liquor License Apps
Garbage Removal License 101-000-3209-000 1,740 1,930 1,700 1,700 300 2,000 Annual License to Collect Refuse in the City
Temporary Consumption Permit 101-000-3210-000 0 250 300 300 0 300
Tobacco License 101-000-3211-000 700 650 600 600 0 600 Annual License to Sell Tobacco in the City
Contractor's License 101-000-3213-000 12,230 11,891 16,291 16,291 (600) 15,691
Rental Housing License 101-000-3215-000 5,422 5,871 5,934 5,934 (100) 5,834
Dance License 101-000-3219-000 0 70 35 35 0 35
Fireworks License 101-000-3220-000 100 400 200 200 0 200
Massage License 101-000-3222-000 916 800 1,100 1,100 (100) 1,000
Peddlers License 101-000-3223-000 2,900 1,665 2,500 2,500 0 2,500 License for Door-to-Door Sales
Lodging Tax 101-000-3225-000 37,441 57,950 76,315 76,315 8,685 85,000
94,758 83,347 143,175 143,175 8,185 151,360
Non-Business Licenses and Permits
Building Permits 101-000-3250-000 453,039 699,892 515,731 515,731 36,404 552,135 Value-Based Fee-Covers the Cost of Inspec. & Code Compl.
Plan Inspection Fees 101-000-3251-000 240,977 387,910 202,771 202,771 25,555 228,326 65% of Bldg Permit Fee to Cover Cost of Plan Review
Erosion Control Permits 101-000-3252-000 26,400 42,400 29,600 29,600 1,600 31,200
Plumbing Permits 101-000-3253-000 38,884 51,170 31,710 31,710 0 31,710
Mechanical Permits 101-000-3254-000 73,547 92,612 66,093 66,093 (1,500) 64,593
Septic Plumbing Permit 101-000-3255-000 5,750 5,580 5,577 5,577 0 5,577
Septic System Permit 101-000-3256-000 9,750 8,300 6,867 6,867 133 7,000
Fence Permit 101-000-3259-000 5,360 7,933 4,478 4,478 222 4,700
Dog License 101-000-3260-000 1,190 1,145 1,250 1,250 0 1,250
Sign Permit 101-000-3262-000 125 100 926 926 0 926
Underground Utility Permit 101-000-3264-000 18,939 14,528 18,624 18,624 0 18,624
Miscellaneous Permits 101-000-3266-000 3,731 5,837 6,000 6,000 0 6,000
877,693 1,317,407 889,627 889,627 62,414 952,041
Intergovernmental
TZD Safe Roads Grant 101-000-3314-000 0 29,163 25,000 25,000 0 25,000 Office of Traffic Safety (OTS) Grant Funding
Local Government Aid 101-000-3340-000 0 0 0 0 0 0
Market Value Homestead Credit 101-000-3341-000 5,377 3,500 4,000 4,000 (500) 3,500
Municipal State Aid 101-000-3345-000 272,021 246,536 250,000 250,000 25,000 275,000 For Maintenance of City-Designated State-Aid Roads
Police State Aid 101-000-3346-000 263,430 246,117 260,000 260,000 0 260,000 Aid for Police Retirement Plan and POST Training
Other State Revenue 101-000-3348-000 10,707 0 10,000 10,000 (10,000) 0
Fire State Aid 101-000-3349-000 0 0 21,703 21,703 0 21,703
Other Fire Aid 101-000-3351-000 3,780 32,242 20,000 20,000 0 20,000 Fire Training/Ed
Anoka County Solid Waste 101-000-3360-000 62,502 68,721 77,809 77,809 4,405 82,214 SCORE Grant for Recycling Efforts
Other Anoka County Revenue 101-000-3364-000 0 0 0 0 0 0
617,816 626,278 668,512 668,512 18,905 687,417
CITY OF LINO LAKES
2023 PROPOSED GENERAL FUND REVENUE
6
Base Adjustments
Account Actual Actual Adopted Budget Requested Proposed
Number 2020 2021 2022 2023 2023 2023 Budget Detail
CITY OF LINO LAKES
2023 PROPOSED GENERAL FUND REVENUE
Charges for Services
Land Use Fee 101-000-3265-000 18,164 15,989 10,023 10,023 0 10,023
Sale of Supplies 101-000-3404-000 63 57 100 100 0 100
Assessment Searches 101-000-3405-000 9,640 11,420 9,000 9,000 0 9,000
Election Filing Fees 101-000-3409-000 20 20 0 0 0 0
Return Check Fee 101-000-3413-000 30 30 0 0 0 0
SAC/Surcharge Fee 101-000-3414-000 5,225 8,447 8,000 8,000 (3,000) 5,000
Materials for Resale 101-000-3416-000 0 0 0 0 0 0
Aerial Map Fee 101-000-3417-000 9,540 24,660 12,000 12,000 0 12,000
Police Reports 101-000-3420-000 526 725 800 800 0 800
Police Other Revenues 101-000-3422-000 138,315 173,767 165,000 165,000 0 165,000 Included TZD Safe Roads Grant prior to 2021
Public Works Fees 101-000-3433-000 8,265 3,749 7,500 7,500 0 7,500
Other Park Revenues 101-000-3470-000 143 4,042 750 750 3,250 4,000
Administrative Charge - Bonds 101-000-3490-000 0 0 0 0 0 0
Engineering/Planning Charges 101-000-3492-000 33,354 44,385 28,999 28,999 0 28,999
Investment Management Charge 101-000-3494-000 50,000 50,000 50,000 50,000 0 50,000
273,285 337,289 292,172 292,172 250 292,422
Fines and Forfeits
Fines & Forfeits 101-000-3510-000 76,111 72,206 100,000 100,000 0 100,000
Driving Diversion Program (DDP) 101-000-3512-000 700 1,000 1,100 1,100 0 1,100
76,811 73,206 101,100 101,100 0 101,100
Investment Earnings
Interest on Investments 101-000-3620-000 83,333 (50,817) 30,000 30,000 0 30,000 Includes Unrealized Gain (Loss) on Investments
Change in Fair Value of Investments 101-000-3621-000 39,149 0 0 0 0 0
122,482 (50,817) 30,000 30,000 0 30,000
Miscellaneous
Circle Pines Gas Franchise 101-000-3350-000 50,142 67,620 55,000 55,000 0 55,000
Other Solid Waste 101-000-3361-000 14 0 0 0 0 0
Building Rents 101-000-3640-000 0 250 0 0 200 200
Donations 101-000-3720-000 0 0 500 500 (500) 0
Refunds & Reimbursements 101-000-3730-000 29,501 59,468 35,000 35,000 (5,000) 30,000
Bldg Lease Revenue 101-000-3740-000 110,384 114,154 118,557 118,557 2,734 121,291
Miscellaneous Revenue 101-000-3810-000 1,027 2,837 2,000 2,000 0 2,000
191,069 244,328 211,057 211,057 (2,566) 208,491
Other Financing Sources
Use of Fund Reserves 101-000-3900-000 0 0 500,000 0 0 0
Sale of Fixed Assets 101-000-3910-000 560 0 0 0 0 0
Transfer From Other Funds 101-000-3920-000 380,000 0 40,000 0 20,000 20,000 $20K from Cable TV/Communications Fund
380,560 0 540,000 0 20,000 20,000
Total Revenues 10,977,138 11,911,370 11,664,762 11,124,762 1,052,654 12,177,416
7
Base Adjustments $%
Actual Actual Adopted Budget Requested Proposed Increase/ Increase/
DEPT#DESCRIPTION 2020 2021 2022 2023 2023 2023 Decrease Decrease
ADMINISTRATION
401 MAYOR AND COUNCIL 82,571 90,924 93,373 93,010 11,145 104,155 10,782 11.55%
402 ADMINISTRATION 625,479 545,472 653,362 663,392 19,120 682,512 29,150 4.46%
403 ELECTIONS 54,003 16,445 34,550 34,550 (13,800) 20,750 (13,800) (39.94%)
404 CABLE TV 1,269 (2) 0 0000***
405 CHARTER ADMINISTRATION 148 302 7,463 7,463 0 7,463 0 0.00%
407 FINANCE 630,191 666,793 653,689 627,082 59,500 686,582 32,893 5.03%
414 LEGAL CONSULTANTS 119,360 119,890 138,000 138,000 0 138,000 0 0.00%
TOTAL ADMINISTRATION 1,513,022 1,439,824 1,580,437 1,563,497 75,965 1,639,462 59,025 3.73%
COMMUNITY DEVELOPMENT
415 ECONOMIC DEVELOPMENT 67,244 115,285 113,669 116,984 8,300 125,284 11,615 10.22%
416 PLANNING AND ZONING 131,074 134,705 168,116 174,211 0 174,211 6,095 3.63%
417 ENGINEERING 110,152 114,139 97,365 97,365 (1,011) 96,354 (1,011) (1.04%)
418 COMMUNITY DEVELOPMENT 203,204 231,344 196,508 202,022 0 202,022 5,514 2.81%
461 ENVIRONMENTAL 47,140 48,674 59,620 60,494 (130) 60,364 744 1.25%
462 SOLID WASTE ABATEMENT 55,093 58,096 77,809 82,214 0 82,214 4,405 5.66%
463 FORESTRY 58,653 75,478 60,037 62,189 20,000 82,189 22,152 36.90%
TOTAL COMMUNITY DEVELOPMENT 672,560 777,721 773,124 795,479 27,159 822,638 49,514 6.40%
PUBLIC SAFETY
420 POLICE PROTECTION 3,874,098 4,013,620 4,562,016 4,704,865 63,213 4,768,078 206,062 4.52%
421 FIRE PROTECTION 514,564 558,785 886,099 920,881 39,028 959,909 73,810 8.33%
422 BUILDING INSPECTIONS 348,427 400,905 464,251 500,098 3,665 503,763 39,512 8.51%
TOTAL PUBLIC SAFETY 4,737,089 4,973,310 5,912,366 6,125,844 105,906 6,231,750 319,384 5.40%
PUBLIC SERVICES
430 STREETS 847,628 971,377 1,033,976 985,965 13,000 998,965 (35,011) (3.39%)
431 FLEET MANAGEMENT 380,468 530,373 588,940 612,626 51,625 664,251 75,311 12.79%
432 GOVERNMENT BUILDINGS 477,011 529,687 544,520 570,935 1,475 572,410 27,890 5.12%
450 PARKS 582,178 1,083,192 842,211 831,540 182,400 1,013,940 171,729 20.39%
451 RECREATION 101,154 34,745 42,438 0 0 0 (42,438) (100.00%)
TOTAL PUBLIC SERVICES 2,388,439 3,149,374 3,052,085 3,001,066 248,500 3,249,566 197,481 6.47%
OTHERS
499 CONTINGENCY/TRANSFERS/OTHERS 931,500 951,113 346,750 60,000 174,000 234,000 (112,750) (32.52%)
TOTAL OTHERS 931,500 951,113 346,750 60,000 174,000 234,000 (112,750) (32.52%)
TOTAL GENERAL FUND EXPENDITURES 10,242,609 11,291,342 11,664,762 11,545,886 631,530 12,177,416 512,654 4.39%
CITY OF LINO LAKES
2023 PROPOSED GENERAL FUND EXPENDITURES
8
DEPARTMENT ACCT #NAME DESCRIPTION AMOUNT
Mayor and Council 4343 Newsletter Newsletter design and printing 10,475$
Mayor and Council 4452 Subscriptions/Dues League of MN Cities (LMC) Dues 670$
Administration 4300 Professional Services Transfer expense to Contracted Services (1,100)$
Administration 4321 Telephone Employee Cell Phone Stipends 720$
Administration 4410 Contracted Services
Benefit Administration, Shredding, HR Software, Website
Maintenance 19,500$
Elections 4101 Salaries Election Judges (15,000)$
Elections 4340 Printing & Publishing Election ballot printing 1,200$
Finance 4308 Auditor Single Audit due to ARPA Expenditures 5,500$
Finance 4310 Other Consultants
Metro-iNet JPA Services, Programs & Support and Springbrook
Maintenance 46,380$
Finance 4342 Truth in Taxation TnT notices mailed by Anoka County 120$
Finance 4410 Contracted Services Anoka County Assessing Services JPA 7,500$
Economic Development 4330 Travel/Tuition Annual Econ Dev Conference 50$
Economic Development 4900 City Marketing
Pass Through Lodging Tax Remittance (offset - revenue
increased $8,685)8,250$
Engineering 4300 Professional Services WSB hourly services & traffic counts 1,000$
Engineering 4410 Contracted Services WSB Retainer 989$
Engineering 4410 Contracted Services Biennial aerial photo cost share (3,000)$
Environment 4321 Telephone Mobile Hot Spots (330)$
Environment 4452 Subscriptions/Dues
Tree Organization Memberships and MN Dept of Ag Annual
Registry 200$
Forestry 4410 Contracted Services Tree Removal and Replacement - Emerald Ash Borer 20,000$
Police 41xx Personnel Additional CSO 16,748$
Police 41xx Personnel PT Temporary Background Investigators 16,793$
Police 4211 Maintenance Supplies Ammunition cost increase, 40 MM launchers supplies and 3,750$
Police 4213 Youth Program Based on previous years actual expenses (1,400)$
Police 4214 Crime Prevention/Safety Based on previous years actual expenses (1,000)$
Police 4240 Small Tools Computers and 40 MM launchers 18,400$
Police 4360 Insurance LMCIT Police Liability Insurance Coverage 7,902$
Police 4370 Uniforms Uniform Allowance COLA 495$
Police 4410 Contracted Services Video Redaction Software, Annual FIT Tests 1,525$
Fire 4200 Office Supplies Office supply needs for additional staff 600$
Fire 4213 Youth Program Reducing previous allocation of funds (700)$
Fire 4240 Small Tools
2 Computers, 2 Alerting and Radio Systems for Fire Stations , 2
Water Rescue Systems for Engines 25,000$
Fire 4300 Professional Services Licensure and employee wellness for additional staff 2,160$
Fire 4322 Postage POC Direct Mailing Recruitment 500$
Fire 4330 Travel/Tuition
Fire Inc training, additional supervisor training for newly
promoted employees 1,950$
Fire 4340 Printing & Publishing POC recruitment materials 500$
Fire 4370 Uniforms Turn out gear cost increase, Duty Crew turnover 11,800$
Fire 4410 Contracted Services Schedule of engine testing (2,912)$
Fire 4452 Subscriptions/Dues Anoka County Fire Protection Council & Metro Fire Chief's cost 130$
Building Inspections 4200 Office Supplies Reducing previous allocation of funds (500)$
Building Inspections 4300 Professional Services
Technology subscriptions, maintenance, updates for permitting
and plan review 1,000$
Building Inspections 4410 Contracted Services Contracted Building Inspections 2,970$
Building Inspections 4452 Subscriptions/Dues Professional organization costs and inspector licensing 195$
Streets 4228 Salt/Sand Price increases in salt/sand 10,000$
Streets 4330 Travel/Tuition Equipment/plow operation training 3,000$
Fleet 4212 Vehicle Fuel Price increases in fuel 50,000$
Fleet 4330 Travel/Tuition Automotive technology classes/training 1,000$
Fleet 4360 Insurance LMCIT Auto Insurance Coverage (875)$
Fleet 4410 Contracted Services Maintenance and repair of fire vehicles and equipment 6,500$
2023 BASE BUDGET ADJUSTMENTS
CITY OF LINO LAKES
9
DEPARTMENT ACCT #NAME DESCRIPTION AMOUNT
2023 BASE BUDGET ADJUSTMENTS
Fleet 5000 Capital Outlay Annual Skid Steer trade-in (5,000)$
Government Buildings 4383 Heat Price increases in natural gas 6,000$
Government Buildings 4361 Insurance LMCIT General Liability, Property, and Excess Liability Insurance (4,525)$
Parks 4211 Maintenance Supplies Foxborough Development Boardwalk Replacement 5,000$
Parks 4370 Uniforms Additional parks maintenance employee 400$
Parks 4330 Travel/Tuition Safety and maintenance training, certified playground inspector 1,000$
Parks 4410 Contracted Services Rice Lake Elementary Replace Full Basketball Court 40,000$
Parks 4410 Contracted Services Sunrise Parks Parking Lots Chip Seal 54,000$
Parks 4410 Contracted Services North Pointe Park Pickle Ball Courts Painting 7,000$
Parks 4410 Contracted Services Country Lakes Lane Trail Repair 75,000$
Others 4905 Contingency Unsettled labor contracts and other uncertainties 174,000$
Total 2023 Adjustments Requested 631,530$
General Fund Base Budget Changes 313,936$ *
Increase in Rookery Activity Center Levy 325,000$
Decrease in Blue Heron Days Levy (10,000)$
Increase in Capital Equipment Levy 175,000$
Increase in Pavement Management Levy 78,222$
Increase in Parks and Trails Improvement Levy 15,000$
Decrease in Existing Debt (454,060)$
Total 2023 Tax Levy Increase 1,074,628$
*General Fund Base Budget Change Detail:
General Fund Expenditure Base Budget Increase 167,874$
General Fund Use of Reserves (net operating transfers out) Decrease 213,250$
General Fund Revenues (excluding property taxes) Increase (87,188)$
General Fund Transfers From Other Funds Decrease 20,000$
10
Actual Actual Adopted Proposed
2020 2021 2022 2023
ADMINISTRATION 4.000 5.000 5.000 5.000
FINANCE 3.100 3.100 3.100 2.600 (1)
PLANNING & ZONING 1.000 1.000 1.000 1.000
COMMUNITY DEVELOPMENT 2.000 2.000 1.700 1.700
ENVIRONMENTAL 0.375 0.375 0.300 0.300
SOLID WASTE 0.250 0.250 0.200 0.200
FORESTRY 0.375 0.375 0.250 0.250
POLICE 30.550 32.550 32.550 33.050 (2)
FIRE 1.950 1.950 6.950 6.950
BUILDING INSPECTIONS 3.500 3.500 4.000 4.500 (1)
STREETS 6.500 6.250 5.900 6.250 (3)
FLEET 1.500 2.200 2.200 2.550 (3)
GOVERNMENT BUILDINGS - - - 0.150 (3)
PARKS 5.200 4.950 5.900 5.600 (3)
RECREATION 0.200 - 0.500 - (3)
TOTAL GENERAL FUND 60.500 63.500 69.550 70.100
ROOKERY ACTIVITY CENTER FUND - - 8.650 7.000 (3)
WATER FUND 3.250 3.250 3.850 4.050 (3)
SEWER FUND 3.250 3.250 3.850 4.050 (3)
STORM WATER FUND - - 1.750 1.800 (3)
GRAND TOTAL 67.000 70.000 87.650 87.000
Personnel are shown as Full Time Equivalents (FTE)
(1) 50% of Office Specialist allocation moved from Finance to Building Inspections
(2) Addition of 0.5 FTE CSO
(3) Reallocation of Public Services Director, Superintendent, and Administrative Assistant
PERSONNEL TOTALS
CITY OF LINO LAKES
11
MAYOR AND COUNCIL (101-401)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 42,695 44,112 46,858 46,458 0 46,458
PERA 4121-000 2,175 2,206 2,343 2,323 0 2,323
SOCIAL SECURITY 4122-000 629 640 679 674 0 674
LIFE & DISABILITY INSURANCE 4133-000 000000
WORKER'S COMPENSATION 4151-000 70 72 203 265 0 265
45,569 47,029 50,083 49,720 0 49,720
SUPPLIES
OFFICE SUPPLIES 4200-000 000000Signature stamps, name plates, special meeting expenses
000000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 200 0 4,000 4,000 0 4,000 Strategic Planning/Goal Setting Facilitator
TRAVEL & TUITION 4330-000 550 0 1,500 1,500 0 1,500 LMC Conference, Elected Officials Conference
PRINTING & PUBLISHING 4340-000 0 31 200 200 0 200 Meeting Notices
NEWSLETTER 4343-000 15,953 20,443 13,000 13,000 10,475 23,475 Spring/Summer, Fall & Winter Newsletters
16,703 20,474 18,700 18,700 10,475 29,175
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 103 00000
SUBSCRIPTIONS & DUES 4452-000 18,356 18,627 19,090 19,090 670 19,760 League of MN Cities, MN Mayors Association
CITY MARKETING 4900-000 1,840 4,794 5,500 5,500 0 5,500
Flowers, Plaques & Awards, Employee Appreciation, Lino
Lakes Ambassadors
20,299 23,421 24,590 24,590 670 25,260
TOTAL MAYOR AND COUNCIL 82,571 90,924 93,373 93,010 11,145 104,155
CITY OF LINO LAKES
100% Mayor
4 - 100% Councilmembers
12
ADMINISTRATION (101-402)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 437,027 414,555 480,789 501,184 0 501,184
OVERTIME 4102-000 377 00000
TEMPORARIES 4106-000 13,226 11,131 16,500 0 0 0
WELLNESS PROGRAM 4108-000 476 0 720 720 0 720
PERA 4121-000 28,661 31,590 37,297 37,589 0 37,589
SOCIAL SECURITY 4122-000 29,228 32,145 38,043 38,341 0 38,341
ICMA EMPLOYER 4123-000 0 1,739 1,970 1,604 0 1,604
HEALTH INSURANCE 4131-000 17,511 19,161 22,249 26,927 0 26,927
LIFE & DISABILITY INSURANCE 4133-000 1,187 1,338 1,277 1,153 0 1,153
DENTAL INSURANCE 4134-000 1,764 1,079 2,696 3,062 0 3,062
VEHICLE ALLOWANCE 4135-000 1,650 00000
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 2,466 2,147 3,161 4,152 0 4,152
533,573 514,884 604,702 614,732 0 614,732
SUPPLIES
OFFICE SUPPLIES 4200-000 24 50000
2450000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 19,029 9,410 15,000 15,000 (1,100) 13,900
Drug/Alcohol Testing, Pre-employment Assessments,
Training, Web Consulting
LABOR CONSULTANTS 4310-000 55,651 2,684 9,000 9,000 0 9,000
Labor Relations, Employment Law, Contract Negotiations,
Arbitration
TELEPHONE 4321-000 360 540 360 360 720 1,080 Cell Phone Reimbursement
TRAVEL & TUITION 4330-000 2,572 4,302 8,500 8,500 0 8,500
LMC Conference, ICMA Conference, MAMA Meetings,
MCMA Conference, MPELRA Conferences, TCHRA
Conference, NPELRA Webinars, City Clerk Certification,
MCFOA Conference, Tuition Reimbursement
PRINTING & PUBLISHING 4340-000 380 1,101 2,500 2,500 0 2,500 Legal Publications, Employment Ads, etc.
77,991 18,036 35,360 35,360 (380) 34,980
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 11,654 9,951 10,300 10,300 19,500 29,800
CivicPlus Website, American Legal Online City Code,
Document Destruction, TASC, NeoGov
SUBSCRIPTIONS & DUES 4452-000 2,237 2,596 3,000 3,000 0 3,000
MAMA, ICMA, MCMA, MCFOA, MPELRA, IPMA-HR,
TCHRA, Chain of Lakes Rotary
13,891 12,548 13,300 13,300 19,500 32,800
TOTAL ADMINISTRATION 625,479 545,472 653,362 663,392 19,120 682,512
CITY OF LINO LAKES
100% City Administrator
100% Human Resources and Communications Manager
100% Communications Specialist*
100% City Clerk
100% Deputy City Clerk
*$20,000 Transfer from the Cable TV/Communication Fund
(previously $40,000 in 2022)
13
ELECTIONS (101-403)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 45,490 9,936 26,000 26,000 (15,000) 11,000
PERA 4121-000 243 60 0000
SOCIAL SECURITY 4122-000 795 56 100 100 0 100
WORKER'S COMPENSATION 4151-000 163 23 150 150 0 150
46,691 10,076 26,250 26,250 (15,000) 11,250
SUPPLIES
OFFICE SUPPLIES 4200-000 1,104 373 1,000 1,000 0 1,000 Supplies for Elections
1,104 373 1,000 1,000 0 1,000
OTHER SERVICES AND CHARGES
TRAVEL & TUITION 4330-000 138 00000
PRINTING & PUBLISHING 4340-000 345 1,781 800 800 1,200 2,000
Election Ballots (Odd years - City pays cost of municipal
election ballots)
483 1,781 800 800 1,200 2,000
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 1,048 4,215 6,500 6,500 0 6,500
Voting Equipment System per Anoka County Agreement,
Election Polling Site Supervisor (Centennial)
1,048 4,215 6,500 6,500 0 6,500
CAPITAL OUTLAY
EQUIPMENT 5000-000 4,677 00000
4,677 00000
TOTAL ELECTIONS 54,003 16,445 34,550 34,550 (13,800) 20,750
CITY OF LINO LAKES
Primary and General Election Judges (Even Years)
General Election Judges (Odd Years)
14
CABLE TV (101-404)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
TEMPORARIES 4106-000 561 00000
PERA 4121-000 42 00000
SOCIAL SECURITY 4122-000 43 00000
WORKER'S COMPENSATION 4151-000 3 (2)0000
649(2)0000
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 620 00000
62000000
TOTAL CABLE TV 1,269 (2)0000
CITY OF LINO LAKES
15
CHARTER ADMINISTRATION (101-405)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
OTHER SERVICES AND SUPPLIES
PROFESSIONAL SERVICES 4300-000 148 302 1,000 1,000 0 1,000 Time Savers - Minutes
PROF SERVICES - CHARTER COMM 4300-999 0 0 6,463 6,463 0 6,463 Charter Commission Directed Expenses
148 302 7,463 7,463 0 7,463
TOTAL CHARTER ADMINISTRATION 148 302 7,463 7,463 0 7,463
CITY OF LINO LAKES
16
FINANCE (101-407)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 203,175 241,458 254,127 237,715 0 237,715
OVERTIME 4102-000 000000
TEMPORARIES 4106-000 000000
WELLNESS PROGRAM 4108-000 0 345 720 720 0 720
PERA 4121-000 15,003 18,014 19,060 17,829 0 17,829
SOCIAL SECURITY 4122-000 14,589 17,570 19,441 18,185 0 18,185
ICMA EMPLOYER CONTRIBUTION 4123-000 000000
HEALTH INSURANCE 4131-000 33,725 33,882 34,078 26,164 0 26,164
LIFE & DISABILITY INSURANCE 4133-000 741 881 695 628 0 628
DENTAL INSURANCE 4134-000 1,124 1,213 1,672 1,592 0 1,592
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 1,317 1,262 1,616 1,969 0 1,969
269,675 314,624 331,409 304,802 0 304,802
SUPPLIES
OFFICE SUPPLIES 4200-000 467 280 1,000 1,000 0 1,000
Payroll & Accounts Payable Checks, W-2 Forms, 1099
Forms, Other Financial Forms
467 280 1,000 1,000 0 1,000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 3,750 373 0000
AUDITOR 4308-000 14,621 17,668 15,000 15,000 5,500 20,500 General Fund portion of Independent Annual Audit
OTHER CONSULTANTS 4310-000 227,451 236,251 201,220 201,220 46,380 247,600
Metro-iNet Services, Programs & Support (Includes Cisco
Telephone), Springbrook License Subscription, OPG-3 CCP
TRAVEL & TUITION 4330-000 1,428 1,995 6,000 6,000 0 6,000
MNGFOA Conference, Continuing Professional Education,
Other Training, Tuition Reimbursement
PRINTING & PUBLISHING 4340-000 1,074 1,012 1,100 1,100 0 1,100 Publish Budget and Financial Reports
TRUTH IN TAXATION 4342-000 1,874 2,010 2,060 2,060 120 2,180 City Share of Property Specific Notices
PAYMENT PROCESSING 4345-000 0 473 2,000 2,000 0 2,000 Credit Card Processing Fees and Other Finance Charges
250,199 259,783 227,380 227,380 52,000 279,380
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 108,516 90,810 92,500 92,500 7,500 100,000
Assessing Services - Anoka County - Based on Number of
Parcels, Classification, and (Un)/Improved
SUBSCRIPTIONS & DUES 4452-000 1,335 1,297 1,400 1,400 0 1,400
MNGFOA Membership, GFOA Membership, Certificate of
Achievement Program, MN Board of Accountancy, MNCPA
Membership, MCFOA Membership
109,851 92,107 93,900 93,900 7,500 101,400
TOTAL FINANCE 630,191 666,793 653,689 627,082 59,500 686,582
85% Finance Director
100% Accountant
75% Accounting Clerk II
CITY OF LINO LAKES
17
LEGAL CONSULTANTS (101-414)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
OTHER SERVICES AND CHARGES
MUNICIPAL ATTORNEY 4301-000 24,474 15,286 30,000 30,000 0 30,000 Consulting Attorney to City Council & Staff
CRIMINAL ATTORNEY 4303-000 94,886 104,604 108,000 108,000 0 108,000 Consulting Services for Criminal Prosecutions
119,360 119,890 138,000 138,000 0 138,000
TOTAL LEGAL CONSULTANTS 119,360 119,890 138,000 138,000 0 138,000
CITY OF LINO LAKES
18
ECONOMIC DEVELOPMENT (101-415)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 000000
TEMPORARIES 4106-000 9,098 22,285 22,620 25,636 0 25,636
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 0 1,663 0000
SOCIAL SECURITY 4122-000 696 1,705 1,730 1,961 0 1,961
HEALTH INSURANCE 4131-000 000000
LIFE & DISABILITY INSURANCE 4133-000 000000
DENTAL INSURANCE 4134-000 000000
REEMPLOYMENT INSURANCE 4141-000 97 00000
WORKER'S COMPENSATION 4151-000 57 122 144 212 0 212
9,948 25,775 24,494 27,809 0 27,809
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 20,519 33,403 15,350 15,350 0 15,350
Marketing Materials/Proposal Assistance - $4,500
BRE Program Assistance - 10 hrs @ $175/hr
Pre Application Assistance - 40 hrs @ $190/hr
ACRED Contribution - $1,500
TRAVEL & TUITION 4330-000 0 208 300 300 50 350 Econ Workshops/EDAM Annual Conference
PRINTING & PUBLISHING 4340-000 0 0 300 300 0 300 Marketing Brochure - Notices - Advertising
20,519 33,611 15,950 15,950 50 16,000
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 762 00000
SUBSCRIPTIONS & DUES 4452-000 445 845 725 725 0 725
EDAM, Sensible Land Use Coalition, Chamber of
Commerce, Memberships
CITY MARKETING 4900-000 35,570 55,054 72,500 72,500 8,250 80,750
Lodging Tax Remittals - Pass through to Twin Cities
Gateway Convention and Tourism Bureau
36,777 55,899 73,225 73,225 8,250 81,475
TOTAL ECONOMIC DEVELOPMENT 67,244 115,285 113,669 116,984 8,300 125,284
CITY OF LINO LAKES
Temporaries: Intern (29 hrs/wk @ $17/hr)
19
PLANNING AND ZONING (101-416)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 89,054 91,016 95,025 99,863 0 99,863
OVERTIME 4102-000 000000
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 6,623 6,794 7,127 7,490 0 7,490
SOCIAL SECURITY 4122-000 6,563 6,698 7,269 7,640 0 7,640
HEALTH INSURANCE 4131-000 7,461 7,461 7,849 8,064 0 8,064
LIFE & DISABILITY INSURANCE 4133-000 328 337 253 265 0 265
DENTAL INSURANCE 4134-000 529 540 539 612 0 612
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 500 524 604 827 0 827
111,058 113,369 118,666 124,761 0 124,761
SUPPLIES
OFFICE SUPPLIES 4200-000 0 159 200 200 0 200 Public/Advisory Meeting Supplies
0 159 200 200 0 200
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 5,731 7,054 7,950 7,950 0 7,950
Legal Assistance - Ordinance Updates, GIS Mapping
Updates - FEMA/Zoning/Other
TRAVEL & TUITION 4330-000 130 130 1,450 1,450 0 1,450
Workshops - $250
MnAPA Conference - $500
P&Z Workshops (7 Members) - $400
Misc Mileage - $150
Computer Training - $150
STIPEND 4331-000 4,500 5,975 6,600 6,600 0 6,600 Commissioners - 6 @ $75 x 12 mtgs, Chair $100 x 12 mtgs
PRINTING & PUBLISHING 4340-000 0 287 250 250 0 250 Maps, Non-Chargeable Hearing Notices
10,361 13,445 16,250 16,250 0 16,250
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 9,003 7,078 32,300 32,300 0 32,300
Ord Updates/Zoning Codification (exp incurred in Fund 484
Comp Plan Update) - $20,000
Permit Works Annual Maintenance - $2,400
ArcGIS & Blue Beam Annual Maintenance - $600
Misc Deliveries/Other - $300
Consultant Services - Small Area Plans - 60 hrs @ $150/hr
SUBSCRIPTIONS & DUES 4452-000 653 653 700 700 0 700 APA Membership, Misc Reference Materials
9,656 7,731 33,000 33,000 0 33,000
TOTAL PLANNING AND ZONING 131,074 134,705 168,116 174,211 0 174,211
CITY OF LINO LAKES
100% Planner
20
ENGINEERING (101-417)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 44,133 48,469 44,500 44,500 1,000 45,500
Traffic Counts - $3,500
Engineering Consultant (Hourly) - $42,000
44,133 48,469 44,500 44,500 1,000 45,500
CONTRACTUAL SERVICES
ENGINEERING CONSULTANT 4410-000 66,019 62,660 49,365 49,365 989 50,354
Engineering Consultant (Retainer) - $91,556
CD (55%) - $50,354
Sewer Utility (15%) - $13,734
Water Utility (15%) - $13,734
Storm Utility (15%) - $13,734
CONTRACTED SERVICES 4410-000 0 0 3,500 3,500 (3,000) 500 ArcGIS Annual Maintenance - $500
66,019 62,660 52,865 52,865 (2,011) 50,854
CAPITAL OUTLAY
EQUIPMENT 5000-000 0 3,010 0000
0 3,010 0000
TOTAL ENGINEERING 110,152 114,139 97,365 97,365 (1,011) 96,354
CITY OF LINO LAKES
21
COMMUNITY DEVELOPMENT (101-418)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 160,764 183,780 151,496 155,453 0 155,453
OVERTIME 4102-000 101 127 0000
WELLNESS PROGRAM 4108-000 312 480 720 504 0 504
PERA 4121-000 11,852 13,723 11,362 11,659 0 11,659
SOCIAL SECURITY 4122-000 12,388 13,881 11,589 11,892 0 11,892
ICMA EMPLOYER CONTRIBUTION 4123-000 2,397 0 46 257 0 257
HEALTH INSURANCE 4131-000 9,196 11,061 10,369 10,584 0 10,584
LIFE & DISABILITY INSURANCE 4133-000 521 579 409 419 0 419
DENTAL INSURANCE 4134-000 397 539 917 1,041 0 1,041
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 880 928 875 1,488 0 1,488
198,808 225,099 187,783 193,297 0 193,297
SUPPLIES
OFFICE SUPPLIES 4200-000 48 30 100 100 0 100
48 30 100 100 0 100
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 3,383 5,318 7,000 7,000 0 7,000
DataLink (GIS) Annual Service and Maintenance - $5,000
Mapping and Database Design - $2,000
TRAVEL & TUITION 4330-000 130 149 900 900 0 900 Seminars, Conference, Training & Mileage
PRINTING & PUBLISHING 4340-000 133 46 0000
3,646 5,513 7,900 7,900 0 7,900
CONTRACTUAL SERVICES
SUBSCRIPTIONS & DUES 4452-000 702 702 725 725 0 725 APA/AICP Membership
702 702 725 725 0 725
TOTAL COMMUNITY DEVELOPMENT 203,204 231,344 196,508 202,022 0 202,022
CITY OF LINO LAKES
70% Community Development Director
100% Administrative Assistant
22
ENVIRONMENTAL (101-461)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 26,629 28,952 24,237 25,525 0 25,525
OVERTIME 4102-000 0 0 500 0 0 0
TEMPORARIES 4106-000 6,753 5,264 15,600 15,300 0 15,300
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 1,975 2,159 1,855 1,914 0 1,914
SOCIAL SECURITY 4122-000 2,551 2,608 3,086 3,123 0 3,123
ICMA EMPLOYER CONTRIBUTION 4123-000 000000
HEALTH INSURANCE 4131-000 2,798 2,798 2,355 2,419 0 2,419
LIFE & DISABILITY INSURANCE 4133-000 97 108 76 79 0 79
DENTAL INSURANCE 4134-000 198 202 162 184 0 184
WORKER'S COMPENSATION 4151-000 166 159 219 420 0 420
41,168 42,250 48,090 48,964 0 48,964
SUPPLIES
OFFICE SUPPLIES 4200-000 84 00000
MAINTENANCE SUPPLIES 4211-000 775 442 700 700 0 700
Chemicals, Seed, etc. (Includes Blue Heron Rookery
Supplies)
SMALL TOOLS 4240-000 187 303 300 300 0 300 Sprayers, Soil Probes, etc.
1,046 744 1,000 1,000 0 1,000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 128 982 1,000 1,000 0 1,000
Ecologist, Hydrologist - Environmental Reviews/Research &
Development, Resource Management Planning
TELEPHONE 4321-000 556 380 730 730 (330) 400 Staff Cell Phone
TRAVEL & TUITION 4330-000 248 717 1,100 1,100 0 1,100
Various Training Seminars, Conferences, Mileage - 1 Staff &
Environmental Board, Erosion Control Cert State
STIPEND 4331-000 2,950 3,600 6,600 6,600 0 6,600 Commissioners - 6 @ $75 x 12 mtgs, Chair $100 x 12 mtgs
3,882 5,679 9,430 9,430 (330) 9,100
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 919 0 1,000 1,000 0 1,000 ArcGIS Annual Maintenance
SUBSCRIPTIONS & DUES 4452-000 125 0 100 100 200 300 Professional Memberships - ISA, MWPA, Tree Care
1,044 0 1,100 1,100 200 1,300
TOTAL ENVIRONMENTAL 47,140 48,674 59,620 60,494 (130) 60,364
CITY OF LINO LAKES
30% Environmental Coordinator
Temporaries: 900 hrs @ $17/hr
23
SOLID WASTE ABATEMENT (101-462)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 17,753 19,301 16,158 17,017 0 17,017
OVERTIME 4102-000 0 0 1,600 1,600 0 1,600
TEMPORARIES 4106-000 10,423 12,891 22,620 25,636 0 25,636
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 2,023 1,602 1,332 1,396 0 1,396
SOCIAL SECURITY 4122-000 2,153 2,456 3,089 3,385 0 3,385
ICMA EMPLOYER 4123-000 000000
HEALTH INSURANCE 4131-000 1,865 1,865 1,570 1,613 0 1,613
LIFE & DISABILITY INSURANCE 4133-000 65 72 55 58 0 58
DENTAL INSURANCE 4134-000 132 135 108 122 0 122
WORKER'S COMPENSATION 4151-000 192 154 257 367 0 367
34,606 38,476 46,789 51,194 0 51,194
SUPPLIES
OFFICE SUPPLIES 4200-000 437 713 1,100 1,100 0 1,100 Recycling Day Supplies, Corn Roast Trash Bags
MAINTENANCE SUPPLIES 4211-000 191 00000
628 713 1,100 1,100 0 1,100
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 000000
TRAVEL & TUITION 4330-000 0 669 220 220 0 220 Association of Recycling Managers Workshops
PRINTING & PUBLISHING 4340-000 5,298 2,202 7,000 7,000 0 7,000 Notices for Recycling Days, Earth Day, Etc.
5,298 2,870 7,220 7,220 0 7,220
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 14,560 16,036 22,700 22,700 0 22,700 Recycling & Earth Day Vendors, Organics Service
14,560 16,036 22,700 22,700 0 22,700
TOTAL SOLID WASTE ABATEMENT 55,093 58,096 77,809 82,214 0 82,214
Note: Solid Waste Expenditures are reimbursed from Anoka County through the Solid Waste Management Coordinating Board (SCORE) grant.
CITY OF LINO LAKES
20% Environmental Coordinator
Overtime: Recycle Days Equipment Operators & Staff
Assistance
Temporaries: Intern (29 hrs/wk @ $17/hr)
24
FORESTRY (101-463)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 26,629 28,952 20,197 21,271 0 21,271
OVERTIME 4102-000 000000
TEMPORARIES 4106-000 000000
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 1,975 2,158 1,515 1,595 0 1,595
SOCIAL SECURITY 4122-000 2,041 2,234 1,545 1,627 0 1,627
ICMA EMPLOYER 4123-000 000000
HEALTH INSURANCE 4131-000 2,798 2,798 1,962 2,016 0 2,016
LIFE & DISABILITY INSURANCE 4133-000 97 108 65 68 0 68
DENTAL INSURANCE 4134-000 198 202 135 153 0 153
WORKER'S COMPENSATION 4151-000 1,149 1,251 988 1,829 0 1,829
34,887 37,704 26,407 28,559 0 28,559
SUPPLIES
MAINTENANCE SUPPLIES 4211-000 3,230 513 3,000 3,000 0 3,000
Fertilizers, Staking Material, EAB Chemicals - Treat 100 Ash
Annually - 3 Yr Cycle
SMALL TOOLS 4240-000 0 98 250 250 0 250
3,230 611 3,250 3,250 0 3,250
OTHER SERVICES AND CHARGES
UNIFORMS 4370-000 229 373 380 380 0 380
229 373 380 380 0 380
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 20,307 36,790 30,000 30,000 20,000 50,000
Damaged/Diseased Tree Removal/Oakwilt Control - $7,500
Emerald Ash Borer Tree Replacement Program - $35,000
Blvd Tree Replacement - $7,500
RENTED EQUIPMENT 4415-000 000000
20,307 36,790 30,000 30,000 20,000 50,000
TOTAL FORESTRY 58,653 75,478 60,037 62,189 20,000 82,189
CITY OF LINO LAKES
25% Environmental Coordinator
25
POLICE (101-420)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 2,495,757 2,654,929 3,058,939 3,081,129 25,334 3,106,463
OVERTIME 4102-000 90,731 148,513 90,000 90,000 (13,400) 76,600
TEMPORARIES 4106-000 000015,60015,600
WELLNESS PROGRAM 4108-000 287 720 2,027 1,440 0 1,440
PERA 4121-000 426,532 462,953 529,572 530,126 1,900 532,026
SOCIAL SECURITY 4122-000 47,787 53,429 62,552 63,289 3,131 66,420
ICMA EMPLOYER 4123-000 9,854 4,174 3,226 3,604 0 3,604
HEALTH INSURANCE 4131-000 454,566 293,827 342,502 315,337 0 315,337
LIFE & DISABILITY INSURANCE 4133-000 8,427 9,020 8,112 7,703 0 7,703
DENTAL INSURANCE 4134-000 12,286 12,970 17,554 19,324 0 19,324
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 102,129 118,816 170,369 315,750 976 316,726
3,648,358 3,759,351 4,284,853 4,427,702 33,541 4,461,243
SUPPLIES
OFFICE SUPPLIES 4200-000 6,572 6,702 8,100 8,100 0 8,100
Business Cards, Letterhead and Envelopes, Toner/Printer
Cartridges, Paper, DVD Discs, Misc Supplies, Ticketwriter
Paper Rolls
MAINTENANCE SUPPLIES 4211-000 9,980 14,140 15,450 15,450 3,750 19,200
Ammo, Taser Supplies, Range Supplies, Simunition, DMT
Gas, Property Evidence Supplies, N95 Masks
YOUTH PROGRAMS 4213-000 865 541 3,100 3,100 (1,400) 1,700
Supplies, Youth Safety Camp, Firearms Safety Camp,
Snowmobile Safety, Explorers, Junior Citizen's Academy
CRIME PREVENTION/SAFETY 4214-000 2,711 4,212 7,400 7,400 (1,000) 6,400
Night to Unite, Volunteer Appreciation, Open House,
Promotional Materials, Volunteer Clothing, Citizens
Academy Supplies and Shirts, CERT
SMALL TOOLS 4240-000 13,121 13,569 15,000 15,000 18,400 33,400
Tasers, Computers & Peripherals, Equipment Replacement,
2023 - 40 MM Launchers
33,249 39,164 49,050 49,050 19,750 68,800
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 3,781 6,913 8,740 8,740 0 8,740
Critical Incident Debriefing, POST License Renewal,
Employee Mental Health Program
TELEPHONE 4321-000 21,513 22,116 23,360 23,360 0 23,360 Cell Phones, Mobile Hot Spot, Cell Stipend
POSTAGE 4322-000 869 908 1,000 1,000 0 1,000
TRAVEL & TUITION 4330-000 25,978 43,697 45,250 45,250 0 45,250
Anoka Chief, Century Slot Program, POST Mandate, Range
Fees, Conference, IACP, Instructor Training, K-9,
Conference, EMR Training, Tuition Reimbursement
INSURANCE 4360-000 46,450 51,868 52,818 52,818 7,902 60,720 Police Liability Insurance
UNIFORMS 4370-000 33,709 35,248 37,770 37,770 495 38,265
Officers, Sergeants, Admin., Unused Uniform Allowance,
Ballistic Vests, Replacement Uniforms, CSO
ELECTRICITY 4381-000 408 409 420 420 0 420 Emergency Siren Electricity
RESERVES 4386-000 834 1,726 2,000 2,000 0 2,000 Uniforms, Equipment, Training, Supplies
133,541 162,886 171,358 171,358 8,397 179,755
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 43,685 48,078 55,305 55,305 1,525 56,830
RMS - JLEC, 800 MHz Contract, State of MN CJDN,
Emergency Sirens, LEXIPOL, Target Solutions, Shredding,
Otter Lake Animal Hospital, Video Redaction Subscription,
DETOX Dakota County, Metro Sales, Schedule Anywhere,
3SI Security, Midwest Radar
SUBSCRIPTIONS & DUES 4452-000 1,066 1,041 1,450 1,450 0 1,450
Professional Memberships & Subscriptions: IACP, MCPA,
AMEM, Col Rotary, Press Publications, MACIA, PLEAA, Tri-
County, FBI NA, PERF
44,751 49,119 56,755 56,755 1,525 58,280
CAPITAL OUTLAY
EQUIPMENT 5000-000 14,199 3,1000000
14,1993,1000000
TOTAL POLICE DEPARTMENT 3,874,098 4,013,620 4,562,016 4,704,865 63,213 4,768,078
CITY OF LINO LAKES
85% Public Safety Director
100% Deputy Director Police
85% Public Safety Captain
5 - 100% Sergeants
20 - 100% Patrol Officers
2 - 100% Records Techs
3 - 0.5 FTE Community Service Officers
85% Administrative Assistant
100% Investigative Assistant
Overtime: Patrol, Court, Training, Special Events, DWI
Enforcement
Temporaries: Background Investigators
26
FIRE (101-421)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 269,859 293,581 250,574 276,214 0 276,214
OVERTIME 4102-000 2,073 1,387 3,000 2,000 0 2,000
PART-TIME WAGES 4103-000 0 0 127,547 184,013 0 184,013
PAID ON CALL FIREFIGHTERS 4104-000 0 0 83,000 83,000 0 83,000
WELLNESS PROGRAM 4108-000 0 0 133 0 0 0
FIRE STIPEND 4109-000 36,060 18,971 16,057 9,850 0 9,850
PERA 4121-000 37,160 35,893 56,343 63,870 0 63,870
SOCIAL SECURITY 4122-000 11,533 12,666 20,593 25,162 0 25,162
ICMA EMPLOYER 4123-000 84 0 0 0 0 0
HEALTH INSURANCE 4131-000 21,522 22,047 34,309 25,633 0 25,633
LIFE & DISABILITY INSURANCE 4133-000 657 667 701 688 0 688
DENTAL INSURANCE 4134-000 768 804 1,231 1,501 0 1,501
REEMPLOYMENT INSURANCE 4141-000 0 0 0 0 0 0
WORKER'S COMPENSATION 4151-000 39,280 41,290 70,646 83,585 0 83,585
418,995 427,307 664,134 755,516 0 755,516
SUPPLIES
OFFICE SUPPLIES 4200-000 680 901 1,000 1,000 600 1,600 Paper, Toner/Printer Cartridges, Business Cards, Pens
MAINTENANCE SUPPLIES 4211-000 2,177 5,824 7,675 7,675 0 7,675 Foam, Saw Blades, Floor Dry, Batteries, N95 Masks
YOUTH PROGRAM 4213-000 0 0 1,700 1,700 (700) 1,000 Safety Camp
FIRE PREVENTION 4214-000 2,210 1,271 3,000 3,000 0 3,000 Citizen Academy, Marketing Materials
SMALL TOOLS 4240-000 12,643 15,601 12,500 12,500 25,000 37,500
Rescue Tool Replacement, Ropes, Wildland Tools, 2023 -
Computers, Water Rescue Systems, Fire Station Alerting
Systems
17,710 23,597 25,875 25,875 24,900 50,775
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 2,852 5,082 5,500 5,500 2,160 7,660
FF Certification, FF Licensure, Hepatitis Vaccination Series,
Medical/Drug Exam, Employee Mental Health Program
TELEPHONE 4321-000 2,180 2,172 3,850 3,850 0 3,850 Cell Phones, Mobile Hot Spot, Cell Stipend, Air Cards
POSTAGE 4322-000 115 13 500 500 500 1,000
TRAVEL & TUITION 4330-000 18,964 39,604 38,050 38,050 1,950 40,000
Fire Inc., Training Supplies, Medical Training, AWAIR/OSHA
Training Staff Development, Conference, FF1, FF2, HazMat
Initial Training
PRINTING & PUBLISHING 4340-000 307 0 500 500 500 1,000 Marketing Materials
UNIFORMS 4370-000 16,953 28,624 97,700 49,700 11,800 61,500
New Hire Turn-out & Wildland Fire Gear, Misc Uniform
Items, Turn-out Gear Replacement
41,371 75,495 146,100 98,100 16,910 115,010
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 35,157 30,605 40,000 40,000 (2,912) 37,088
Ladder Testing, SCBA Flow Testing, PSDS, Dispatch
Application, Foam System Service, Pump Testing, Pump
Service, Aerial Service, LEXIPOL, Target Solutions,
Accessory Svc for Fans, Generators, Extraction, and Saws,
Alex Air Compressor Annual Maintenance & Test,
Transunion Backgrounds, Motorola 800 MHz Contract
SUBSCRIPTIONS & DUES 4452-000 1,331 1,781 1,390 1,390 130 1,520
MN IAAI, Metro Fire Chiefs, Anoka Co. Fire Protection Assn,
MSFCA, International Assn
36,488 32,386 41,390 41,390 (2,782) 38,608
CAPITAL OUTLAY
EQUIPMENT 5000-000 0 0 8,600 0 0 0
0 0 8,600 0 0 0
TOTAL FIRE DEPARTMENT 514,564 558,785 886,099 920,881 39,028 959,909
CITY OF LINO LAKES
15% Public Safety Director
100% Deputy Director Fire
15% Public Safety Captain
15% Administrative Assistant
100% Fire Lieutenant/Fire Inspector
Part-time Daytime Duty Crew Firefighters - 12 hr shifts, 5
days/week
Paid-On-Call Firefighters - Calls/Training Drills/Command
Stipends
Stipend: Cross-trained Fire/Rescue
27
BUILDING INSPECTIONS (101-422)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 253,885 262,856 320,509 348,075 0 348,075
OVERTIME SALARIES 4102-000 0 4,230 500 0 0 0
TEMPORARIES 4106-000 0 1,200 0000
WELLNESS PROGRAM 4108-000 450 399 720 720 0 720
PERA 4121-000 18,855 19,920 24,076 26,106 0 26,106
SOCIAL SECURITY 4122-000 18,875 19,701 24,557 26,628 0 26,628
ICMA EMPLOYER 4123-000 000000
HEALTH INSURANCE 4131-000 29,072 35,430 40,708 43,112 0 43,112
LIFE & DISABILITY INSURANCE 4133-000 949 1,005 861 929 0 929
DENTAL INSURANCE 4134-000 1,058 1,101 2,157 2,756 0 2,756
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 1,283 1,401 1,798 3,407 0 3,407
324,427 347,244 415,886 451,733 0 451,733
SUPPLIES
OFFICE SUPPLIES 4200-000 2,149 801 2,000 2,000 (500) 1,500
Card Stock for Building Permits, Correction Notice Forms,
Septic System Pumping Forms, Code Books
SMALL TOOLS 4240-000 1,552 169 150 150 0 150
3,701 971 2,150 2,150 (500) 1,650
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 4,175 4,735 5,000 5,000 1,000 6,000 Permit Works Annual Maintenance & Assistance
TELEPHONE 4321-000 2,243 2,328 2,200 2,200 0 2,200 Inspections Cell Phones & Wi-Fi
TRAVEL & TUITION 4330-000 2,064 3,097 3,300 3,300 0 3,300 Staff Training & Mileage, SSTS Cert
UNIFORMS 4370-000 811 982 1,140 1,140 0 1,140 Building Inspections Staff
9,293 11,142 11,640 11,640 1,000 12,640
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 10,891 41,549 34,250 34,250 2,970 37,220
Large Format Scanning - $500
Back-Up Inspection Services - $36,720
SUBSCRIPTIONS & DUES 4452-000 115 0 325 325 195 520 AMBO - $200, 10K Lakes Chapter - $125, Inspector Certs
11,006 41,549 34,575 34,575 3,165 37,740
TOTAL BUILDING INSPECTIONS 348,427 400,905 464,251 500,098 3,665 503,763
CITY OF LINO LAKES
100% Building Official
2 - 100% Building Inspectors
100% Building Permit Technician
50% Office Specialist
28
STREETS (101-430)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 403,170 430,104 420,534 466,965 0 466,965
OVERTIME 4102-000 11,172 9,875 14,000 14,000 0 14,000
ON CALL/PAGER 4105-000 5,169 6,222 5,000 5,000 0 5,000
TEMPORARIES 4106-000 544 17,102 30,000 29,920 0 29,920
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 31,914 34,437 32,965 36,447 0 36,447
SOCIAL SECURITY 4122-000 31,244 34,682 35,919 39,465 0 39,465
ICMA EMPLOYER CONTRIBUTION 4123-000 1,743 0 577 326 0 326
HEALTH INSURANCE 4131-000 46,362 37,944 38,235 48,179 0 48,179
LIFE & DISABILITY INSURANCE 4133-000 1,551 1,608 1,154 1,299 0 1,299
DENTAL INSURANCE 4134-000 2,628 2,292 3,182 3,828 0 3,828
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 30,813 32,866 35,860 48,986 0 48,986
566,309 607,132 617,426 694,415 0 694,415
SUPPLIES
MAINTENANCE SUPPLIES 4211-000 8,560 9,772 12,000 12,000 0 12,000
Boulevard & Median Maintenance Materials: Geo-fabric,
Fertilizers, Pesticides, Irrigation Components, Erosion
Prevention and Sediment Control Products, Grass Seed/Sod.
Construction Materials: Lumber, Plywood, Screws, Nails,
Nuts/Bolts/Washers, Bagged Concrete, Grout, Bentonite,
Stakes/Lathe. Equipment Wear Items: Street Sweeper
Center Brooms and Gutter Brooms, Plow Blades/Cutting
Edges, Ditch Mower Blades, Saw Blades. Safety Items: High
Visibility Vests, Shirts, Eye Protection, Ear Protection, Insect
Repellent, Sunscreen, Hardhats, Chainsaw PPE. Any
Products or Parts Intended for Streets Maintenance and
Equipment Electrical Cords, Batteries, Rope, Tape, Cable,
Glue, Paints & Solvents, Plumbing Supplies, Fittings
STREET SIGNS 4223-000 14,361 9,028 12,000 12,000 0 12,000
Traffic Regulatory Signs, Parking Signs, Warning Signs,
Construction Signs, Work Zone Signs, Public Awareness
Signs, School Signs, Trail Signs, Reflective Tape/Sheeting,
Barricades, Traffic Cones, Sign Posts, Hardware, Any
Materials and Supplies Purchased Specifically for the
Construction or Maintenance of Signs & Barricades
PATCHING MATERIALS 4224-000 32,718 47,459 50,000 50,000 0 50,000
Hot Asphalt, Cold Asphalt (i.e. UPM Bagged and Bulk),
Asphalt Emulsion (tack), Crack Fill Material, Detackifier (for
Crack Fill Operations)
SALT/SAND 4228-000 57,304 66,733 55,000 55,000 10,000 65,000
Regular Road Salt, Treated Road Salt, Bagged Sidewalk
Salt, Sand used for Snow and Ice Management, Any
Materials and Supplies Purchased Specifically to Facilitate
the use of Salt (Brine or Solid) for Snow and Ice Management
GRAVEL AND MISCELLANEOUS 4229-000 1,166 253 7,000 7,000 0 7,000
Class V, Sand (not for Winter Operations), Rock, Chip Rock,
Rip-rap, Topsoil, Compost, Mulch, and Woodchips
SMALL TOOLS 4240-000 4,150 1,442 4,000 4,000 0 4,000
Rakes, Snow Shovels, Flat Shovels, Spades, Loots,
Sprayers, Pitch Forks, Push Brooms, Hand Tools, Power
Tools, Tool Boxes & Containers, Jacks, Trailer Jacks,
Winches, Chains/Binders, Ratchet Straps, Ladders,
Chainsaws, Chainsaw Sharpeners, Weed Whips,
Manual/Electric/Gas Engine Pumps, Locks
118,259 134,686 140,000 140,000 10,000 150,000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 10,500 9,000 12,450 12,450 0 12,450
Consulting, Engineering, Hazardous Waste Recycling,
Cartegraph
TELEPHONE 4321-000 556 990 1,000 1,000 0 1,000
TRAVEL & TUITION 4330-000 1,972 1,752 2,000 2,000 3,000 5,000 Staff Training & Mileage
UNIFORMS 4370-000 2,075 2,190 2,600 2,600 0 2,600
STREET LIGHTS 4385-000 80,049 78,528 82,000 82,000 0 82,000 Electricity & Repair of City-Owned Street Lights
95,151 92,461 100,050 100,050 3,000 103,050
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 67,143 117,398 47,000 47,000 0 47,000
Patching/Spray Patching, Dead Deer Removal, Signal
Maintenance, Contract Median and Round-A-Bout
Maintenance
RENTED EQUIPMENT 4415-000 478 1,386 1,000 1,000 0 1,000
Traffic Control Sign Rental, Crack Fill Kettle, Rented Skid
Steer/Toolcat Attachments, Tools, Vehicles, Equipment
SUBSCRIPTIONS & DUES 4452-000 286 308 3,500 3,500 0 3,500
Professional Memberships & Journals (including
State/County Contract) Purchasing Membership
67,908 119,092 51,500 51,500 0 51,500
CAPITAL OUTLAY
EQUIPMENT 5000-000 0 18,007 125,000000
0 18,007 125,000000
TOTAL STREETS 847,628 971,377 1,033,976 985,965 13,000 998,965
CITY OF LINO LAKES
15% Public Services Director
20% Public Services Superintendent
70% Streets Supervisor
5 - 100% General Maintenance Workers
20% Administrative Assistant
Overtime: Snowplowing, Street Repairs, Unforeseen
Emergencies
Temporaries: 1,760 hrs @ $17/hr
29
FLEET MANAGEMENT (101-431)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 96,522 157,839 163,887 197,752 0 197,752
OVERTIME 4102-000 2,645 1,989 2,000 2,000 0 2,000
TEMPORARIES 4106-000 000000
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 7,354 11,892 12,442 14,981 0 14,981
SOCIAL SECURITY 4122-000 6,986 11,023 12,690 15,281 0 15,281
ICMA EMPLOYER CONTRIBUTION 4123-000 0 0 570 326 0 326
HEALTH INSURANCE 4131-000 15,259 23,777 25,323 30,460 0 30,460
LIFE & DISABILITY INSURANCE 4133-000 366 573 455 569 0 569
DENTAL INSURANCE 4134-000 794 1,187 1,186 1,562 0 1,562
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 3,317 4,683 5,422 7,730 0 7,730
133,243 212,962 223,975 270,661 0 270,661
SUPPLIES
MAINTENANCE SUPPLIES 4211-000 2,184 5,272 9,300 9,300 0 9,300
Shop Supplies (Brake Clean, Windex, Paper Towels, Spray
Bottles, Penetrating Oils, WD40), Vehicle Washes ($7,300 -
2 Times/Month Apr-Oct, 4 Times/Month Nov-Mar)
FUELS 4212-000 71,854 109,070 110,000 110,000 50,000 160,000
Gasoline & Diesel for all City Vehicles (Includes Police/Fire
& Equipment)
SHOP PARTS 4221-000 54,129 61,583 65,000 65,000 0 65,000
All Replacement Parts to Repair Vehicles, All Maintenance
Parts (Including Filters, Bulk Lubricants, Engine Oils, ATF's,
Gear Lubes, Coolants, etc.)
SMALL TOOLS 4240-000 4,941 4,568 7,000 7,000 0 7,000
New and/or Replacement Tools for the Shop (Hand tools,
Battery Powered Tools, Specialty Tools, etc.)
133,108 180,493 191,300 191,300 50,000 241,300
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 15,168 41,967 44,300 44,300 0 44,300
Annual DOT Inspections, Annual Boom/Hoist Inspections,
Alignments, Repairs, Cartegraph
TELEPHONE 4321-000 0 720000
TRAVEL & TUITION 4330-000 0 0 500 500 1,000 1,500
Training & Testing to Maintain Required Licenses and
Certificates (ASE Certification & Testing, Automotive
Training Classes or Seminars)
AUTO INSURANCE 4363-000 42,342 44,620 40,795 40,795 (875) 39,920 Insurance for Entire Fleet, Including Police & Fire
UNIFORMS 4370-000 570 760 570 570 0 570
58,080 87,419 86,165 86,165 125 86,290
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 50,427 43,320 53,500 53,500 6,500 60,000 Maintain and Repair Fire Equipment
SUBSCRIPTIONS AND DUES 4452-000 1,600 1,500 6,000 6,000 0 6,000
Fleet Mgmt Update, ALLData Online Repair Manual
Subscription
52,027 44,820 59,500 59,500 6,500 66,000
CAPITAL OUTLAY
EQUIPMENT 5000-000 4,010 4,680 28,000 5,000 (5,000)0
4,010 4,680 28,000 5,000 (5,000)0
TOTAL FLEET MANAGEMENT 380,468 530,373 588,940 612,626 51,625 664,251
CITY OF LINO LAKES
15% Public Services Director
20% Public Services Superintendent
2 - 100% Mechanic
20% Administrative Assistant
Overtime: Emergency Repairs, Snowplowing
30
GOVERNMENT BUILDINGS (101-432)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 2,120 2,080 2,080 23,379 0 23,379
OVERTIME SALARIES 4102-000 23200000
TEMPORARIES 4106-000 0 0 8,400 8,330 0 8,330
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 173 156 156 1,753 0 1,753
SOCIAL SECURITY 4122-000 175 153 802 2,426 0 2,426
ICMA EMPLOYER CONTRIBUTION 4123-000 0 0 0 326 0 326
HEALTH INSURANCE 4131-000 0 0 0 1,210 0 1,210
LIFE & DISABILITY INSURANCE 4133-000 0 0 0 68 0 68
DENTAL INSURANCE 4134-000 0 0 0 92 0 92
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 113 121 803 1,072 0 1,072
2,813 2,510 12,241 38,656 0 38,656
SUPPLIES
OFFICE SUPPLIES 4200-000 8,614 9,830 10,000 10,000 0 10,000 Supplies for Office Operations
MAINTENANCE SUPPLIES 4211-000 33,463 26,281 35,000 35,000 0 35,000
Replacement Parts, Janitorial Supplies, Landscaping
Materials
SMALL TOOLS 4240-000 3,123 1,888 2,400 2,400 0 2,400
45,200 37,999 47,400 47,400 0 47,400
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 64,483 57,259 59,000 59,000 0 59,000
Repair/Calibration of HVAC System, Repairs in City
Buildings, Safety Systems Monitoring
TELEPHONE 4321-000 7,081 7,300 6,864 6,864 0 6,864 Telephone & Internet Service Charges
POSTAGE 4322-000 3,837 4,977 5,000 5,000 0 5,000
TRAVEL & TUITION 4330-000 000000
INSURANCE 4361-000 118,952 131,357 138,315 138,315 (4,525) 133,790 General Liability, Property, Excess Liability
ELECTRICITY 4381-000 89,136 110,958 96,500 96,500 0 96,500 For all City Facilities
UTILITIES 4382-000 13,833 14,365 21,000 18,000 0 18,000 Water & Sewer Service
HEAT 4383-000 35,144 45,031 48,000 48,000 6,000 54,000 Civic Complex & Other City Facilities
SANITATION 4384-000 16,159 14,044 12,000 15,000 0 15,000 Refuse Collection for City Complex & Other City Facilities
348,626 385,292 386,679 386,679 1,475 388,154
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 80,281 97,679 98,000 98,000 0 98,000
Pest Control, Copier Maintenance, Fire Extinguisher
Maintenance, Postage Machine Rental, Shredder, Roof
Inspections, Read/Calibrate Scales, Garage Door
Maintenance, Cleaning Services
SUBSCRIPTIONS & DUES 4452-000 91 344 200 200 0 200 Newspaper
80,371 98,023 98,200 98,200 0 98,200
CAPITAL OUTLAY
EQUIPMENT 5000-000 0 5,8630000
05,8630000
TOTAL GOVERNMENT BUILDINGS 477,011 529,687 544,520 570,935 1,475 572,410
CITY OF LINO LAKES
15% Public Services Director
Boiler Tech Endorsement
Temporaries: 490 hrs @ $17/hr
31
PARKS (101-450)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 342,918 348,684 419,795 435,548 0 435,548
OVERTIME 4102-000 1,476 781 2,000 2,000 0 2,000
TEMPORARIES 4106-000 16,322 27,536 42,000 57,265 0 57,265
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 25,581 26,090 31,635 32,816 0 32,816
SOCIAL SECURITY 4122-000 26,653 27,999 35,480 37,853 0 37,853
ICMA EMPLOYER 4123-000 1,082 1,618 1,719 2,638 0 2,638
HEALTH INSURANCE 4131-000 35,143 28,245 45,866 47,020 0 47,020
LIFE & DISABILITY INSURANCE 4133-000 1,332 1,292 1,154 1,194 0 1,194
DENTAL INSURANCE 4134-000 2,199 2,130 3,182 3,430 0 3,430
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 12,927 13,423 19,730 37,376 0 37,376
465,633 477,797 602,561 657,140 0 657,140
SUPPLIES
MAINTENANCE SUPPLIES 4211-000 16,204 33,318 73,000 42,000 5,000 47,000
Engineered Wood Fiber, Fencing & Netting, Trees,
Plantings, Rock, Ag-Lime, Pea Rock, Class V, Fertilizer,
Seed, Herbicides, Line Chalk, Field Marking Paint, Clay,
Sod, Irrigation System Maint/Repair/Upgrade, Paint,
Lumber, Dog Waste Bags, 2023 - Materials to Repair
Foxborough Boardwalk 200' ($15,000)
SMALL TOOLS 4240-000 0 1,333 3,000 3,000 0 3,000
Hand Tools, Small Power Tools, Mowers, Chain Saws,
Weed Whips
16,204 34,650 76,000 45,000 5,000 50,000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 23,084 13,323 7,150 7,150 0 7,150 Cartegraph, Engineering
TELEPHONE 4321-000 907 802 2,000 2,000 0 2,000 Cell Phones, iPads
TRAVEL & TUITION 4330-000 773 1,167 2,000 2,000 1,000 3,000 Certification Training, Seminars, Computer Training, Mileage
STIPEND - PARK COMM 4331-000 1,575 3,206 2,750 2,750 0 2,750 Board Members - 6 @ $75 x 5 mtgs; Chair $100 x 5 mtgs
UNIFORMS 4370-000 1,517 1,520 1,500 1,500 400 1,900
ELECTRICITY 4381-000 2,961 3,162 3,500 3,500 0 3,500
Park Buildings and Shelters, Security Lighting, Hockey Rink
Lights
UTILITIES (WATER/SEWER) 4382-000 23,665 43,268 25,000 25,000 0 25,000 Sewer, Water, Irrigation
HEAT 4383-000 3,463 4,359 5,000 5,000 0 5,000
SANITATION 4384-000 936 1,215 1,800 1,800 0 1,800 Trash/Recycling
58,882 72,021 50,700 50,700 1,400 52,100
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 41,015 128,896 112,250 78,000 176,000 254,000
Portable Restrooms, Weed Control, Tree/Stump Removal,
Trail Construction/Repair/Maint, Irrigation Systems, 2023 -
Replace RLE Basketball Court ($40,000), Chip Seal Sunrise
Park Parking Lots ($54,000), North Pointe Pickle Ball Court
Painting ($7,000), Country Lakes Lane Trail Repair
($75,000)
RENTED EQUIPMENT 4415-000 380 281 500 500 0 500
SUBSCRIPTIONS & DUES 4452-000 65 111 200 200 0 200 Professional Memberships & Subscriptions
41,460 129,289 112,950 78,700 176,000 254,700
CAPITAL OUTLAY
EQUIPMENT 5000-000 0 369,4340000
0 369,4340000
TOTAL PARKS 582,178 1,083,192 842,211 831,540 182,400 1,013,940
CITY OF LINO LAKES
40% Public Services Director
100% Parks Supervisor
4 - 100% General Maintenance Workers
20% Administrative Assistant
Temporaries:
Summer Seasonal Staff (2,470 hrs @ $17/hr)
Winter Warming House Attendants (1,175 @ $13/hr)
32
RECREATION (101-451)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 70,828 0 22,713 0 0 0
OVERTIME 4102-000 000000
TEMPORARIES 4106-000 8,189 0 15,855 0 0 0
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 3,787 00000
SOCIAL SECURITY 4122-000 5,698 0 2,950 0 0 0
ICMA EMPLOYER 4123-000 176 00000
HEALTH INSURANCE 4131-000 6,417 00000
LIFE & DISABILITY INSURANCE 4133-000 173 00000
DENTAL INSURANCE 4134-000 309 00000
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 983 0 920 0 0 0
96,559 0 42,438 0 0 0
SUPPLIES
OFFICE SUPPLIES 4200-000 000000
MAINTENANCE SUPPLIES 4211-000 000000
000000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 0 34,745 0000
TELEPHONE 4321-000 72 00000
TRAVEL & TUITION 4330-000 000000
PRINTING & PUBLISHING 4340-000 000000
NEWSLETTER - PROGRAM SCHEDULE 4343-000 4,223 00000
4,295 34,745 0000
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 000000
SUBSCRIPTIONS & DUES 4452-000 300 00000
30000000
TOTAL RECREATION 101,154 34,745 42,438 0 0 0
CITY OF LINO LAKES
33
OTHERS (101-499)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
CONTINGENCY 4905-000 0 0 60,000 60,000 174,000 234,000 Operating Contingency
OPERATING TRANSFERS 4910-000 931,500 951,113 286,750 0 0 0
TOTAL OTHERS 931,500 951,113 346,750 60,000 174,000 234,000
SUMMARY BY CATEGORY
PERSONAL SERVICES 6,982,969 7,203,586 8,328,187 8,765,911 18,541 8,784,452
SUPPLIES 373,979 454,475 539,425 508,425 109,150 617,575
OTHER SERVICES AND CHARGES 1,302,191 1,451,687 1,482,025 1,434,025 96,322 1,530,347
CONTRACTUAL SERVICES 629,084 826,386 806,775 772,525 238,517 1,011,042
CAPITAL OUTLAY 22,886 404,094 161,600 5,000 (5,000) -
OTHERS 931,500 951,113 346,750 60,000 174,000 234,000
TOTAL EXPENDITURES 10,242,609 11,291,342 11,664,762 11,545,886 631,530 12,177,416
CITY OF LINO LAKES
34
Base Adjustments
Account Actual Actual Adopted Budget Requested Proposed
Description Number 2020 2021 2022 2023 2023 2023 Budget Detail
Property Taxes
General Property Tax 202-000-3010-000 0000325,000 325,000
0000325,000 325,000
Intergovernmental
Other Federal Revenue 202-000-3319-000 0 0 500,000 0 0 0 American Rescue Plan Act (ARPA) Funds
Other Grants 202-000-3372-000 000000
0 0 500,000 0 0 0
Charges For Services
Return Check Fee 202-000-3413-000 000000
Annual Membership Fees 202-000-3470-000 0 0 61,374 61,374 75,844 137,218
Monthly Membership Fees 202-000-3471-000 0 0 260,653 260,653 475,460 736,113
Daily Use Fees 202-000-3472-000 0 0 11,453 11,453 56,215 67,668
EF Basic Classes/Programs 202-000-3473-000 0 0 1,000 1,000 (1,000)0
EF Personal & Specialty Train 202-000-3474-000 0 0 29,600 29,600 80,400 110,000
EF Spinning Classes 202-000-3475-000 0 0 8,500 8,500 16,500 25,000
Gym Rentals 202-000-3476-000 0 0 11,667 11,667 3,333 15,000
Pool Rentals 202-000-3477-000 0 0 21,240 21,240 8,760 30,000
Room Rentals 202-000-3478-000 0 0 500 500 6,000 6,500
Birthday Party Rentals 202-000-3479-000 0 0 10,000 10,000 (10,000)0 Accounted for in Program Revenue in 2023
Retail Sales 202-000-3480-000 0 0 3,500 3,500 3,000 6,500
Enrollment Fees 202-000-3481-000 0 0 11,750 11,750 3,070 14,820
Locker Rental 202-000-3482-000 00009,000 9,000 $15/locker - 25 in each locker room
Program Revenue 202-000-3485-000 0 0 41,096 41,096 99,136 140,232
Swim Lessons, Youth Programming, Gym Programs,
Adult/Family Programs, Community Programs, Birthday
Parties
Child Watch 202-000-3485-601 0 0 6,160 6,160 (5,160) 1,000
Towel Service 202-000-3485-602 0 0 4,363 4,363 14,132 18,495
0 0 482,856 482,856 834,690 1,317,546
Investment Earnings
Interest On Investments 202-000-3620-000 000000Includes Unrealized Gain/Loss on Investments
000000
Miscellaneous
Refunds & Reimbursements 202-000-3730-000 000000
Silver Sneakers 202-000-3731-000 0 0 17,234 17,234 16,998 34,232
Renew Active/One Pass 202-000-3732-000 0 0 16,684 16,684 32,062 48,746
Cash Over (Short)202-000-3800-000 000000
Miscellaneous Revenue 202-000-3810-000 000000
0 0 33,918 33,918 49,060 82,978
Other
Operating Transfers 202-000-3920-000 000000
000000
Total Revenues 0 0 1,016,774 516,774 1,208,750 1,725,524
Program Revenue Reconciliation
Less: Net Program Revenue (41,096)(140,232)
Plus: Gross Program Revenue 64,442 237,529
Total Revenues 1,040,120 1,822,821
CITY OF LINO LAKES
THE ROOKERY ACTIVITY CENTER FUND (202)
2023 PROPOSED BUDGET
35
THE ROOKERY ACTIVITY CENTER (202-451)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 0 0 433,606 517,067 0 517,067
OVERTIME 4102-000 000000
PART-TIME 4103-000 0 0 270,000 270,000 225,000 495,000
TEMPORARIES 4106-000 000000
WELLNESS PROGRAM 4108-000 000000
PERA 4121-000 0 0 42,645 48,905 8,438 57,343
SOCIAL SECURITY 4122-000 0 0 53,826 60,211 17,212 77,423
ICMA EMPLOYER CONTRIBUTION 4123-000 000000
HEALTH INSURANCE 4131-000 0 0 67,176 56,575 0 56,575
LIFE & DISABILITY INSURANCE 4133-000 0 0 1,234 1,398 0 1,398
DENTAL INSURANCE 4134-000 0 0 3,028 4,287 0 4,287
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 0 0 22,633 23,298 5,934 29,232
0 0 894,148 981,741 256,584 1,238,325
SUPPLIES
OFFICE SUPPLIES 4200-000 0 0 5,500 5,500 0 5,500 Supplies for Office Operations
MAINTENANCE SUPPLIES 4211-000 0 0 46,500 46,500 0 46,500 Janitorial Supplies
CHEMICALS 4222-000 0 0 5,250 5,250 1,950 7,200 Pool Chemicals
RESALE ITEMS 4235-000 00005,000 5,000 Purchases for Retail Sales
SMALL TOOLS 4240-000 0 0 9,000 9,000 1,000 10,000
Tools, Cleaning Equipment, CPR Mannequins, Gym
Equipment
0 0 66,250 66,250 7,950 74,200
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 0 0 5,000 5,000 5,000 10,000
Repair/Calibration of HVAC System, Repairs in Building,
Safety Systems Monitoring
MUNICIPAL ATTORNEY 4301-000 0 0 3,333 3,333 (3,333) 0
MUNICIPAL ENGINEER 4304-000 000000
OTHER CONSULTANT 4310-000 0 0 2,750 2,750 55,029 57,779
Metro-iNet Services, Computer Programs & Support,
CivicRec License Subscription, WheniWork Scheduling
Software
TELEPHONE 4321-000 0 0 2,750 2,750 0 2,750
POSTAGE 4322-000 00002,500 2,500
TRAVEL & TUITION 4330-000 0 0 3,000 3,000 0 3,000
PRINTING & PUBLISHING 4340-000 0 0 667 667 0 667
PAYMENT PROCESSING 4345-000 0 0 38,997 38,997 0 38,997
INSURANCE 4361-000 0 0 10,000 10,000 16,290 26,290 General Liability & Property Insurance
UNIFORMS 4370-000 0 0 2,000 2,000 850 2,850
ELECTRICITY 4381-000 0 0 88,000 88,000 0 88,000
UTILITIES 4382-000 0 0 10,920 10,920 0 10,920 Water & Sewer Service
HEAT 4383-000 0 0 55,750 55,750 0 55,750
SANITATION 4384-000 0 0 6,000 6,000 0 6,000 Refuse Collection
0 0 229,167 229,167 76,336 305,503
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 0 0 12,500 12,500 0 12,500
Copier Maintenance, Rug Service, Cleaning Services, Pest
Control, Healthy Contributions
CONT SRVS - FITNESS PROVIDER 4411-000 0 0 172,775 172,775 68,455 241,230
Endurance Fitness Monthly Fee and Share of Program
Revenue
SPECIAL PROJECTS 4418-000 0 0 8,750 8,750 0 8,750 Scholarship/Financial Aid
SUBSCRIPTIONS & DUES 4452-000 0 0 500 500 500 1,000
MARKETING 4900-000 0 0 11,000 11,000 0 11,000
0 0 205,525 205,525 68,955 274,480
CAPITAL OUTLAY
EQUIPMENT 5000-000 000000
000000
TOTAL ROOKERY ACTIVITY CENTER 0 0 1,395,090 1,482,683 409,825 1,892,508
Program Expenditure Reconciliation
Plus: Gross Program Expenditures 23,346 97,297
TOTAL ROOKERY ACTIVITY CENTER 1,418,436 1,989,805
CITY OF LINO LAKES
100% Activity Center Manager
100% Aquatic Supervisor
2 - 100% Activity Center Coordinator
100% HR Assistant
100% Bldg Custodial/Maintenance Supervisor
100% Bldg Custodial/Maintenance Worker
Part-time: Aquatics Fitness Instructor, Aquatics Lead, Child
Watch Attendant, Custodial Worker, Guest Services
Representative, Lifeguard, Manager On Duty, Recreation
Attendant
36
Personal Contract
Program Revenue Services Supplies Services Total Net +/-
3485 41xx 4200 4410
603 Swim Lessons
Winter Group Swim Lessons 35,793 8,821 500 9,321 26,472
Winter Private Swim 3,000 1,800 1,800 1,200
Summer Group Swim 41,062 9,029 9,029 32,033
Summer Private Swim 3,400 2,500 2,500 900
Fall Group Swim Lessons 39,524 8,997 500 9,497 30,027
Fall Private Swim 3,200 2,300 2,300 900
125,979 33,447 1,000 - 34,447 91,532
604 Youth Programming
Out of School Time 10,000 5,000 300 5,300 4,700
Kid Create Paint 2,000 150 150 1,850
Kids Night Out 5,000 3,000 400 3,400 1,600
Letters to Santa 350 - 100 100 250
Summer Camp 40,000 25,000 6,500 31,500 8,500
Other Programs 5,000 1,000 750 1,750 3,250
62,350 34,150 8,050 - 42,200 20,150
605 Gym Programs
Adult Leagues 4,000 950 100 1,050 2,950
Kids Sports 3,000 750 250 1,000 2,000
Other Programs 1,500 250 250 1,250
8,500 1,950 350 - 2,300 6,200
606 Adult/Family Programs
Aquatic Special Events 2,450 800 2,000 800 3,600 (1,150)
Valentine's Dance 2,000 200 200 1,800
4,450 1,000 2,000 800 3,800 650
607 Active Adult Programs
AARP Classes 850 - 850
Card Games - 500 500 (500)
850 - 500 - 500 350
608 Community Programs
CPR Training Classes 2,600 1,000 1,000 2,000 600
Adult Day Trips 4,800 4,000 4,000 800
Secret Holiday Shop 3,000 200 1,250 1,450 1,550
Misc. Programs 5,000 500 1,000 1,500 3,000 2,000
15,400 1,700 2,000 6,750 10,450 4,950
609 Birthday Parties -
Birthday Parties 20,000 2,600 1,000 3,600 16,400
20,000 2,600 1,000 - 3,600 16,400
GRAND TOTALS 237,529 74,847 14,900 7,550 97,297 140,232
CITY OF LINO LAKES
THE ROOKERY ACTIVITY CENTER NET PROGRAM REVENUE
Expenditures
37
Department Description Amount
Police Primary Response Vehicle (Replaces Vehicle # 302)60,610
Primary Response Vehicle (Replaces Vehicle # 303)60,610
Primary Response Vehicle (Replaces Vehicle # 382)60,610
Admin Response Vehicle (Replaces Vehicle #397)51,000
Total Police 232,830$
Fleet John Deere Tractor (Replaces #119)20,000
1 Ton Truck w/ Dump Box and Plow (Replaces #214)87,000
Zero Turn Mower (Replaces #405)17,000
Dump Truck w/ Plow (Replaces #200)305,000
Total Fleet 429,000$
Grand Total 661,830$
2023 Capital Equipment Replacement
City of Lino Lakes
38
Base Adjustments
Account Actual Actual Adopted Budget Requested Proposed
Number 2020 2021 2022 2023 2023 2023 Budget Detail
Property Taxes
General Property Tax 402-000-3010-000 0 0 150,000 150,000 175,000 325,000
0 0 150,000 150,000 175,000 325,000
Investment Earnings
Interest on Investments 402-000-3620-000 12,775 (2,348)0000Includes Unrealized Gain/Loss on Investments
12,775 (2,348)0000
Miscellaneous
Contributions/Donations Police 402-000-3623-420 000000Donation Restricted for Police Equipment Use
Contributions/Donations Fire 402-000-3623-421 000000Donation Restricted for Fire Equipment Use
Refunds & Reimbursements 402-000-3730-000 0 2,371 0000
Miscellaneous Revenue 402-000-3810-000 000000
0 2,371 0000
Other Financing Sources
Use of Fund Reserves 402-000-3900-000 0000271,750 271,750 General Fund 2022 Reserves for 2023 Purchase of Plow Truck
Sale of Fixed Assets 402-000-3910-000 15,365 140,120 0 0 66,964 66,964
Transfer From Other Funds 402-000-3920-000 0 0 271,750 0 0 0 Transfer from General Fund
Bond Proceeds 402-000-3930-000 294,235 00000Certificates of Indebtedness
309,600 140,120 271,750 0 338,714 338,714
Total Revenues 322,375 140,143 421,750 150,000 513,714 663,714
CITY OF LINO LAKES
2022 PROPOSED BUDGET
CAPITAL EQUIPMENT REPLACEMENT FUND (402)
39
Capital Equipment Replacement Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
SUPPLIES
SMALL TOOLS 402-420-4240-420 000000Spend of Police Donation
SMALL TOOLS 402-421-4240-421 000000Spend of Fire Donation
000000
CAPITAL OUTLAY
POLICE EQUIPMENT 402-420-5000-000 104,902 154,719 173,040 0 232,830 232,830
FIRE EQUIPMENT 402-421-5000-000 0 50,713 2,000 0 0 0
FLEET EQUIPMENT 402-431-5000-000 261,688 263,850 97,000 0 429,000 429,000
366,590 469,282 272,040 0 661,830 661,830
TOTAL CAPITAL EQUPMENT REPLACEMENT 366,590 469,282 272,040 0 661,830 661,830
CITY OF LINO LAKES
40
Base Adjustments
Account Actual Actual Adopted Budget Requested Proposed
Number 2020 2021 2022 2023 2023 2023 Budget Detail
Operating Revenue
Penalties & Interest 601-000-3150-000 141 762 0000
Water Hook-Up Charge 601-000-3248-000 43,260 68,770 41,250 41,250 0 41,250
Other Grants 601-000-3372-000 42,152 0 0000
Water Meter Sales 601-000-3406-000 72,825 134,559 78,260 78,260 (28,260) 50,000
Irrigation Controller Sales 601-000-3407-000 0 4,750 5,000 5,000 0 5,000
Interest on Investments 601-000-3620-000 100,912 (34,068) 50,000 50,000 0 50,000 Includes Unrealized Gain/Loss on Investments
Change in Fair Value of Investments 601-000-3621-000 48,711 0 0000
Miscellaneous Revenue 601-000-3714-000 982 1,698 2,500 2,500 (700) 1,800
Refunds and Reimbursements 601-000-3730-000 0 0 0000
Flat Water Charge 601-000-3850-000 0 0 287,680 287,680 153,740 441,420 Quarterly Base Fee - $5/quarter YoY Increase
Water Sales 601-000-3855-000 1,210,916 1,450,985 1,268,772 1,268,772 40,069 1,308,841 Volume Charges - 4.0% YoY Increase
Water Penalties 601-000-3858-000 13,435 21,766 22,000 22,000 0 22,000
Sale of Capital Assets 601-000-3910-000 0 14,506 0000
1,533,333 1,663,729 1,755,462 1,755,462 164,849 1,920,311
Other Sources
Use of Reserves 0 0 1,409,645 0 202,051 202,051
0 0 1,409,645 0 202,051 202,051
Total Operating Revenue & Other Sources 1,533,333 1,663,729 3,165,107 1,755,462 366,900 2,122,362
CITY OF LINO LAKES
WATER OPERATING FUND (601)
2023 PROPOSED BUDGET
41
WATER (601-494)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 207,181 223,966 276,285 285,610 0 285,610
OVERTIME 4102-000 8,659 7,267 7,000 7,000 0 7,000
ON CALL 4105-000 5,163 6,222 5,000 5,000 0 5,000
TEMPORARIES 4106-000 5,746 6,291 9,900 9,860 0 9,860
WELLNESS PROGRAM 4108-000 0 0 0 72 0 72
PERA 4121-000 15,406 17,128 21,621 22,321 0 22,321
FICA/MEDICARE 4122-000 15,994 17,206 22,811 23,521 0 23,521
ICMA EMPLOYER 4123-000 132 0 428 145 0 145
PENSION EXPENSE 4125-000 16,489 (20,087)0000
HEALTH INSURANCE 4131-000 25,742 43,199 37,844 35,939 0 35,939
LIFE & DISABILITY INSURANCE 4133-000 762 816 871 905 0 905
DENTAL INSURANCE 4134-000 1,630 1,690 2,076 2,481 0 2,481
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 4,808 5,278 7,311 10,406 0 10,406
307,711 308,974 391,147 403,260 0 403,260
SUPPLIES
OFFICE SUPPLIES 4200-000 4,407 2,341 2,500 2,500 0 2,500 Utility Billing Forms, Computer and General Supplies
MAINTENANCE SUPPLIES 4211-000 26,602 36,658 45,000 45,000 0 45,000
Fire Hydrants, Hydrant Hoses, Flushing Equipment, Gate
Valves, Hardware for Repairs, Replacement Plumbing
Supplies, Heaters, Dehumidifiers, Locate Paint and Flags,
Gravel, Rock, Sand, Property Maintenance Supplies
FUELS 4212-000 10,000 10,000 10,000 10,000 2,000 12,000
METERS 4215-000 74,483 95,479 80,000 80,000 70,000 150,000
New/Replacement Meters, New/Replacement MXU'S, Irrigation
Meters, Commercial Meters, Meter Technology Upgrades
IRRIGATION CONTROLLERS 4216-000 61,029 18,999 20,000 20,000 0 20,000
CHEMICALS 4222-000 111,420 139,837 125,000 125,000 0 125,000
Polyphosphate, Fluoride, Chlorine, Chemical Pumps, Chemical
Containment, Reagents for Water Sampling
SMALL TOOLS 4240-000 2,336 5,958 2,500 2,500 0 2,500 Wrenches, Drills, Saws
290,276 309,271 285,000 285,000 72,000 357,000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 147,980 183,834 100,300 100,300 0 100,300
Water Main Breaks, Well/Tower Maintenance, Scada
Maintenance/Upgrades, Fire Hydrant Painting, RPZ Testing,
Cartegraph, DNR Appropriations
MUNICIPAL ATTORNEY 4301-000 0 1,1800000
MUNICIPAL ENGINEER 4304-000 27,309 24,325 25,000 25,000 0 25,000
OTHER CONSULTANT 4310-000 10,999 11,602 24,375 24,375 (7,828) 16,547
Springbrook License Subscription - UB Module, Metro-iNet
Services, Programs & Support (Includes Cisco Telephone)
TELEPHONE 4321-000 5,056 3,434 5,000 5,000 0 5,000 Cellular Phones, Well House Land Line Back-up
POSTAGE 4322-000 4,859 5,706 5,500 5,500 0 5,500
Utility Billing Postage, Postage Meter Charge, Certified Mail,
General Shipping
TRAVEL & TUITION 4330-000 1,000 1,740 3,000 3,000 1,500 4,500
PRINTING & PUBLISHING 4340-000 3,598 4,549 10,000 10,000 0 10,000 Consumer Confidence Reports, Mass Mailing
PAYMENT PROCESSING 4345-000 0 0 9,262 9,262 1,738 11,000
INSURANCE 4360-000 9,514 10,111 11,850 11,850 14,990 26,840
AUTO INSURANCE 4363-000 783 941 960 960 40 1,000
UNIFORMS 4370-000 833 744 760 760 140 900 Clothing Allowance
ELECTRICITY 4381-000 76,731 100,877 90,000 90,000 0 90,000 Well House Lighting and Pump Usage
UTILITIES (WATER/SEWER) 4382-000 6,021 5,973 15,000 15,000 0 15,000 Blaine, Shoreview, and Centennial Utilities - Utility Connections
HEAT 4383-000 2,496 1,999 5,000 5,000 0 5,000 Well House Heating
297,177 357,015 306,007 306,007 10,580 316,587
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 19,463 19,131 9,258 9,258 55,237 64,495
Gopher One-Call, Monthly Lab Testing, Utility Statement
Processing, 2023 - Well House 3 Exterior Upgrades ($40,000)
and Well 5 New Roof ($12,500)
SUBSCRIPTIONS & DUES 4452-000 760 1,556 1,000 1,000 0 1,000 AWWA, Water Operators Licenses
20,223 20,687 10,258 10,258 55,237 65,495
DEPRECIATION
ASSET DEPRECIATION 4510-000 616,893 625,544 783,605 605,000 (605,000)0 Annual Depreciation Expense - Water Infrastructure & Equip
616,893 625,544 783,605 605,000 (605,000)0
OTHER
OPERATING TRANSFERS 4910-000 127,357 322,933 407,680 441,420 538,600 980,020
Flat Water Charge Transferred to Area and Unit Fund
($441,420)
Water Fund Portion of 2023 Street Reconstruction ($205,600),
2023 Street Rehab Program ($125,000), WTP Trunk Water
Upgrade ($208,000)
127,357 322,933 407,680 441,420 538,600 980,020
CAPITAL OUTLAY
EQUIPMENT 5000-000 0 0 1,765,015000
0 0 1,765,015000
TOTAL WATER FUND 1,659,638 1,944,424 3,948,712 2,050,945 71,417 2,122,362
CITY OF LINO LAKES
5% Public Services Director
10% Community Development Director
25% Public Works Superintendent
5 - 50% General Maintenance Workers
20% Administrative Assistant
7.5% Finance Director
12.5% Accounting Clerk II
50% Accounting Clerk I
25% Office Specialist
Temporaries: 580 hrs @ $17/hr
42
Base Adjustments
Account Actual Actual Adopted Budget Requested Proposed
Number 2020 2021 2022 2023 2023 2023 Budget Detail
Operating Revenue
Current Assessments 602-000-3110-000 708 708 0000
Delinquent Assessments 602-000-3120-000 000000
Penalties & Interest 602-000-3150-000 141 762 0000
Sewer Hook-Up Charge 602-000-3249-000 35,187 56,597 33,000 33,000 0 33,000
Interest on Investments 602-000-3620-000 157,998 (52,696) 80,000 80,000 0 80,000 Includes Unrealized Gain/Loss on Investments
Change in Fair Value of Investments 602-000-3621-000 76,343 00000
Refunds and Reimbursements 602-000-3730-000 0 15,276 0000
Sewer Sales 602-000-3856-000 1,750,010 1,793,546 1,762,586 1,762,586 64,424 1,827,010 2.5% YoY Increase
Sewer Penalties 602-000-3858-000 17,185 25,151 26,000 26,000 0 26,000
Sale of Capital Assets 602-000-3910-000 0 14,506 0 0 500 500
Operating Transfers 602-000-3920-000 83,821 00000
2,121,392 1,853,849 1,901,586 1,901,586 64,924 1,966,510
Other Sources 0
Use of Reserves 0 0 70,299 0 322,652 322,652
0 0 70,299 0 322,652 322,652
Total Operating Revenue & Other Sources 2,121,392 1,853,849 1,971,885 1,901,586 387,576 2,289,162
CITY OF LINO LAKES
SEWER OPERATING FUND (602)
2023 PROPOSED BUDGET
43
SEWER (602-495)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 207,180 223,966 276,285 285,610 0 285,610
OVERTIME 4102-000 8,659 7,266 7,000 7,000 0 7,000
ON CALL 4105-000 5,163 6,222 5,000 5,000 0 5,000
TEMPORARIES 4106-000 5,746 6,290 9,900 9,860 0 9,860
WELLNESS PROGRAM 4108-000 0 0 0 72 0 72
PERA 4121-000 15,407 17,128 21,621 22,321 0 22,321
FICA/MEDICARE 4122-000 15,993 17,206 22,811 23,521 0 23,521
ICMA EMPLOYER 4123-000 132 0 428 145 0 145
PENSION EXPENSE 4125-000 18,808 (20,087)0000
HEALTH INSURANCE 4131-000 25,742 43,199 37,844 35,939 0 35,939
LIFE & DISABILITY INSURANCE 4133-000 763 817 871 905 0 905
DENTAL INSURANCE 4134-000 1,630 1,690 2,076 2,481 0 2,481
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 10,865 10,444 16,536 23,602 0 23,602
316,087 314,141 400,372 416,456 0 416,456
SUPPLIES
OFFICE SUPPLIES 4200-000 4,231 2,243 2,500 2,500 0 2,500 Utility Billing Forms, Computer and General Supplies
MAINTENANCE SUPPLIES 4211-000 16,759 26,513 45,000 45,000 0 45,000
Impellers, Screens, UPS, Heaters, Batteries, Manhole Repair
Supplies, Check Valves, Gate Valves, Road Repair Materials
FUELS 4212-000 10,000 10,000 10,000 10,000 2,000 12,000
SMALL TOOLS 4240-000 2,254 5,835 2,500 2,500 0 2,500 Valve Keys, Locators, Wrenches, Plumbing Tools
33,244 44,591 60,000 60,000 2,000 62,000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 184,009 166,803 165,300 165,300 0 165,300
Lift Station Cleaning, Lift Station Repairs/Upgrades, Sewer
Line Cleaning/Camera, Sycom, Generator
Maintenance/Inspection, Pump Repair/Service, Sewer Line
MUNICIPAL ENGINEER 4304-000 23,749 23,541 25,000 25,000 0 25,000
OTHER CONSULTANTS 4310-000 10,999 11,602 24,375 24,375 (7,828) 16,547
Springbrook License Subscription - UB Module, Metro-iNet
Services, Programs & Support (Includes Cisco Telephone)
TELEPHONE 4321-000 1,603 1,122 1,500 1,500 0 1,500 Cellular Phones, Lift Stations
POSTAGE 4322-000 4,837 5,443 5,000 5,000 0 5,000 Utility Billing Postage
TRAVEL & TUITION 4330-000 1,000 1,000 3,000 3,000 1,500 4,500 OSHA Compliance Safety Training
PRINTING & PUBLISHING 4340-000 0 532 500 500 0 500
PAYMENT PROCESSING 4345-000 0 0 9,262 9,262 1,738 11,000
INSURANCE 4360-000 15,500 17,627 17,540 17,540 4,590 22,130
AUTO INSURANCE 4363-000 783 941 960 960 40 1,000
UNIFORMS 4370-000 765 744 760 760 140 900 Clothing Allowance
ELECTRICITY 4381-000 31,682 32,548 32,000 32,000 0 32,000 Power to Run Lift Station Pumps and Controls
UTILITIES (WATER/SEWER) 4382-000 13,949 12,069 15,000 15,000 0 15,000 Blaine, Shoreview, and Centennial Utilities - Utility Connections
HEAT 4383-000 1,537 1,536 1,800 1,800 0 1,800 Natural Gas for On-site Generators
290,413 275,508 301,997 301,997 180 302,177
CONTRACTUAL SERVICES
MCES TREATMENT CHARGES 4405-000 1,035,391 988,488 1,087,743 1,087,743 77,806 1,165,549 MCES Sewer Treatment Costs
CONTRACTED SERVICES 4410-000 11,333 14,123 5,758 5,758 75,802 81,560
Gopher One-Call, Utility Statement Processing, 2023 - Sanitary
Sewer Lining Project
RENTED EQUIPMENT 4415-000 32900000
SUBSCRIPTIONS & DUES 4452-000 295 124 1,000 1,000 0 1,000 Sewer Operators Licenses, APWA Membership
1,047,348 1,002,735 1,094,501 1,094,501 153,608 1,248,109
DEPRECIATION
ASSET DEPRECIATION 4510-000 512,771 550,018 574,323 574,323 (574,323) 0 Annual Depreciation Expense - Sewer Infrastructure & Equip
512,771 550,018 574,323 574,323 (574,323) 0
OTHER
OPERATING TRANSFERS 4910-000 0000225,420 225,420 Sewer Fund Portion of 2023 Street Reconstruction
0000225,420 225,420
CAPITAL OUTLAY
EQUIPMENT 5000-000 0 0 115,015 0 35,000 35,000 Lift 2 Generator Replacement $35,000
0 0 115,015 0 35,000 35,000
TOTAL SEWER FUND 2,199,863 2,186,993 2,546,208 2,447,277 (158,115) 2,289,162
CITY OF LINO LAKES
5% Public Services Director
10% Community Development Director
25% Public Works Superintendent
5 - 50% General Maintenance Workers
20% Administrative Assistant
7.5% Finance Director
12.5% Accounting Clerk II
50% Accounting Clerk I
25% Office Specialist
Temporaries: 580 hrs @ $17/hr
44
Base Adjustments
Account Actual Actual Adopted Budget Requested Proposed
Number 2020 2021 2022 2023 2023 2023 Budget Detail
Operating Revenue
Interest on Investments 603-000-3620-000 000000Includes Unrealized Gain/Loss on Investments
Storm Water Penalties 603-000-3858-000 000000
Storm Water Fee 603-000-3859-000 0 0 583,000 583,000 (46,530) 536,470
0 0 583,000 583,000 (46,530) 536,470
Other Sources 0
Use of Reserves 000000
000000
Total Operating Revenue & Other Sources 0 0 583,000 583,000 (46,530) 536,470
CITY OF LINO LAKES
STORM WATER OPERATING FUND (603)
2023 PROPOSED BUDGET
45
STORM WATER (603-496)Base Adjustments
Object Actual Actual Adopted Budget Requested Proposed
Description Code 2020 2021 2022 2023 2023 2023 Budget Detail
PERSONAL SERVICES
SALARIES 4101-000 0 0 136,793 150,293 0 150,293
OVERTIME 4102-000 000000
ON CALL 4105-000 000000
TEMPORARIES 4106-000 000000
WELLNESS PROGRAM 4108-000 0 0 0 72 0 72
PERA 4121-000 0 0 10,259 11,272 0 11,272
FICA/MEDICARE 4122-000 0 0 10,465 11,497 0 11,497
ICMA EMPLOYER 4123-000 0 0 285 145 0 145
PENSION EXPENSE 4125-000 000000
HEALTH INSURANCE 4131-000 0 0 20,516 7,819 0 7,819
LIFE & DISABILITY INSURANCE 4133-000 0 0 417 466 0 466
DENTAL INSURANCE 4134-000 0 0 944 1,102 0 1,102
REEMPLOYMENT INSURANCE 4141-000 000000
WORKER'S COMPENSATION 4151-000 0 0 8,364 12,719 0 12,719
0 0 188,043 195,385 0 195,385
SUPPLIES
OFFICE SUPPLIES 4200-000 000000
MAINTENANCE SUPPLIES 4211-000 0 0 17,000 17,000 0 17,000
FUELS 4212-000 0 0 4,000 4,000 0 4,000
SMALL TOOLS 4240-000 0 0 3,000 3,000 0 3,000
0 0 24,000 24,000 0 24,000
OTHER SERVICES AND CHARGES
PROFESSIONAL SERVICES 4300-000 0 0 7,000 7,000 (2,000) 5,000 Public Education, Consultant Services
MUNICIPAL ENGINEER 4304-000 0 0 35,000 35,000 2,000 37,000 Retainer ($13,734), Project Development ($23,266)
OTHER CONSULTANTS 4310-000 0 0 8,550 8,550 (8,550) 0 Metro-iNet Services, Programs & Support
TELEPHONE 4321-000 0 0 350 350 0 350
POSTAGE 4322-000 0 0 955 955 0 955 Annual Utility Billing Postage
TRAVEL & TUITION 4330-000 0 0 2,500 2,500 (800) 1,700
PRINTING & PUBLISHING 4340-000 000000
PAYMENT PROCESSING 4345-000 0 0 9,262 9,262 (9,262) 0
INSURANCE 4360-000 00004040Property Insurance
AUTO INSURANCE 4363-000 0 0 260 260 0 260
UNIFORMS 4370-000 000000
ELECTRICITY 4381-000 000000
UTILITIES (WATER/SEWER) 4382-000 000000
HEAT 4383-000 000000
0 0 63,877 63,877 (18,572) 45,305
CONTRACTUAL SERVICES
CONTRACTED SERVICES 4410-000 0 0 237,993 237,993 (10,993) 227,000
Sweeping/Repairs, SWMP (Ditch, Pipe, Pond) Cleaning,
Annual Utility Statement Processing ($300)
RENTED EQUIPMENT 4415-000 000000
SUBSCRIPTIONS & DUES 4452-000 0 0 500 500 0 500
0 0 238,493 238,493 (10,993) 227,500
DEPRECIATION
ASSET DEPRECIATION 4510-000 000000
000000
OTHER
OPERATING TRANSFERS 4910-000 000000
000000
CAPITAL OUTLAY
EQUIPMENT 5000-000 0 0 68,587 58,953 (14,673) 44,280 Capital Equipment Reserve
0 0 68,587 58,953 (14,673) 44,280
TOTAL SEWER FUND 0 0 583,000 580,708 (44,238) 536,470
CITY OF LINO LAKES
5% Public Services Director
10% Community Development Director
10% Public Works Superintendent
30% Streets Supervisor
25% Environmental Coordinator
1 - 100% General Maintenance Worker
46
WS – Item 7
WORK SESSION STAFF REPORT
Work Session Item No.7
Date: December 5, 2022
To: City Council
From: Michael Grochala, Community Development Director
Re: Trail Extension - Hodgson Road/County Road J Intersection
Improvements
Background
In September the City Council approved the Joint Powers Agreement with Anoka County
for the reconstruction of the Hodgson Road (CSAH 49) and Ash Street (County Road J)
intersection. During the discussion the council requested that the pedestrian trail along
the west side of Hodgson be extended from the Lyngblomsten project to Rohavic Ln.
Staff has reviewed the extension with Anoka County. While the trail can be incorporated
into the project the city is responsible for acquisition of the required right-of-way. One
parcel will be impacted by the proposed improvements. The preliminary design
identified the need for approximately 1,700 square feet of permanent right-of-way and
2,205 square feet of temporary easement. The areas may change based on final design of
the trail and avoidance of existing utility poles.
WSB will be assisting staff on the acquisition process. Once the construction limits are
confirmed WSB will be contacting the property owners to discuss the proposed
improvements and acquisition process. Any proposed acquisition settlement will be
brought to the City Council for approval.
Requested Council Direction
Staff is requesting City Council direction to move forward with the acquisition process.
Attachments
1. Preliminary right-of-way exhibit
ROHAVIC LANE
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•298 ROHAVIC LANE
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'PROPERTY LINE
SCALE IN FEET ---- - -
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LEGEND AREAS (SQ FT)
Construction Limits
Existing Features
Proposed Features
Tree Removal NEW R/W NEW PE NEW TE Tree Removal ------+-------+----------1
NA 1708 2205
PRELIMINARY
11/16/2022
298 Rohavic Lane
PIN# 31-31-22-42-0017
SAP 002-632-019 & SAP 002-649-003
Projects\Minnesota\019054-000\Cad\Exhibits\Parcel Sketches - Lino Lakes\#298Rohaviclane.dgn SHEET 1 OF 1 SHEETS