City of Carbondale, Illinois FY2021 5 Year Capital ......Mar 26, 2020 · City of Carbondale FY2021...

City of Carbondale, Illinois

FY2021

5 Year Capital Improvement Program (CIP)

(FY 2021 thru FY 2025)

Prepared by the City of Carbondale’s Engineering Division

Sean C. Henry, P.E. – Director of Public Works

Sean Pickford, P.E. – City Engineer

Mary Runion – Administrative Assistant

City of Carbondale

FY2021 - 5 Year Capital Improvement Program (CIP)

(FY2021 thru FY2025)

Section 1 General Information - Page 1 of 3

Table of Contents

Section 1 – General Information:

Table of Contents

Project Group Codes, Funding Source Codes, and Expenditure Division Account Numbers

Expenditure Line Item Codes and Explanations

Section 2 – Community Investment Program Projects

Composite List of all Funded and Unfunded Projects

Section 3 – Summary Information:

5 Year Overall Summary of Project Expenses and Funding Sources

FY2019 Projects and Estimated Actual Expenses

FY 2020 Projects and Expenses

FY 2021 Projects and Expenses

FY2022 Projects and Expenses



5 Year Summary of Local Improvement Fund Revenues and Expenses

5 Year Summary of Motor Fuel Tax Fund (State) Revenues and Expenses

5 Year Summary of Water & Sewer Fund Revenues and Expenses

Section 4 – 5 Year Funded CIP Project Expenses, Estimates, and Descriptions:

OS – Open Spaces & Parks

PB – Public Buildings

PK – Parking Lots

SA – Sanitary Sewers

SP – Special Projects

SS – Storm Sewers & Drainage

ST – Streets

SW – Sidewalks

TS – Traffic Signals

WS – Water System

WW – Wastewater System

Section 5 – Unfunded Project Information

Estimates for unfunded projects (as available) by Project Type

Section 6 – Street Rating System

Street Condition Survey for funded and unfunded Street Projects (as available)

Section 7 – Fleet Management Plan

Fleet Management Plan by Division

City of Carbondale




Section 8 – 5 Year Major Equipment (>50k) Purchase Needs

5 Year Major Equipment Purchase Needs by Class

Project Group Codes, Funding Source Codes, and Expenditure Division Account Numbers

Project Group Codes:

OS Open Space & Parks

PB Public Buildings

PK Parking Lots

SA Sanitary Sewers

SP Special Projects

SS Storm Sewers & Drainage

ST Streets

SW Sidewalks

TS Traffic Signals

WS Water System

WW Wastewater System

Funding Source Codes:

FA Federal Aid, Grant or Project Impact

FB-GR Fund Balance - General Revenue

FB-UR Fund Balance - Utility Fund Revenues, Water & Sewer User fees

FB-SC Fund Balance - Service Charges, Parking meters, Refuse service revenues, etc.

GC Gifts and Contributions

GOB/LOAN General Obligation Bonds or Loans Secured by Mortgage

LGA Local Government Agency

PB Public Benefit Tax Levy Revenues

PO Property Owner Contributions and Assessments

RB Revenue Bond

SA State Aid, Grant or Motor Fuel Tax

TF (GF) Transfers from the General Fund

TF (TIF) Transfers from TIF Funds

Expenditure Division Account Numbers:

00001 General Fund (01)

40900 Transfers to Other Fund (01)

41017 Motor Fuel Tax Fund (11)

41401 Tax Increment Financing (TIF) District #1

41501 Tax Increment Financing (TIF) District #2

44007 Local Improvement Fund (40)

47044 Waterworks & Sewerage Fund - Wastewater System (70)

47045 Waterworks & Sewerage Fund - Water System (70)

47150 Parking System Operations Fund (71)

City of Carbondale




Expenditure Line Item Codes and Explanations

Miscellaneous Costs:

Includes any and all project costs and expenses other than those listed below.

Preliminary Engineering:

These accounts include all costs for services prior to project design and layout

(i.e. studies, proposals, projected service areas, etc.)

520 – Engineering Division Services

521 – Contractual Services

Design Engineering:

These accounts include all costs for design and layout of projects prior to construction.

(i.e. production of construction plans, specifications, quantities, etc.)



Resident Engineering:

These accounts include all engineering costs incurred during project construction.

(i.e. resident engineering, change orders, pay estimates, testing services, etc.)



Property Acquisition:

These accounts include all cost incurred related to land acquisition.

(i.e. property purchase, obtaining easements, etc.)


522 – City Attorney Services


555 – Land Purchase Costs

556 – Easement Costs (compensation costs)

558 – Relocation Costs (relocation of businesses or tenants due to land purchase)

Construction:

These accounts include all costs incurred related to actual project construction

(not including professional services for resident engineering and the like)

560 – City Labor and Materials

565 – Contractual (contract construction and major equipment purchases)

580 – Contingency (budgetary account for unforeseen project expenses & change orders)

FY2021


(FY 2021 thru FY 2025)

Project Listing

(all projects on the books)

OPEN SPACE & PARKS (OS):

OS8301 Bikeway Network Plan

OS0002 Drainway/Greenway Completion

OS0901 (FP) Central Downtown Bike/Ped Path - Washington to Park

OS0902 East Side Sidewalks/Bikeways

OS1001 Friendship Plaza and Mill Street Underpass Fencing

OS1702 Off Road Bike/Pedestrian Path East Side of Giant City Road (Walnut St to Dogwood Road)

OS1703 Drainway/Greenway Path Safety Improvements

OS1704 Northwest Pedestrian and Bicycle Path (Oakland to New Era Road)

OS1801 College Street and Illinois Avenue Pocket Park

OS1901 Northwest Bike/Pedestrian Trail - Phase II (New Era Road to State Highway 13)

* Added during Council review, ** Caryover from previous FY (not completed) or added during FY

FY2021 Capital Improvement Program (CIP) Project List

XXYY## - (in bold) indicates the project is funded in the current 5 year CIP

XX - Project type, YY - Fiscal Year the project was added, ## - the project number for that Fiscal Year

(all projects currently on the books)

Notation Legend:

(FP) Project is complete pending final payment/invoicing from Grant Agency (future years expenses)

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Notation Legend:


PUBLIC BUILDINGS (PB):

PB1001 Cemetery Maintenance and Office Building Replacement

PB1002 Public Works Garage Improvements

PB1003 MES/Public Works Storage Building Replacements

PB1004 MES/Public Works Facility Truck and Equipment Barn

PB1101 Cemetery Dry Soil Storage Building

PB1501 Poplar Camp Beach Restroom and Concession Stand Replacement

PB1902 Public Safety Center Dispatch Room HVAC Installation

PB2001 Permanent Stage Washington Street Area Near Veteran's Park

PB2002 MES Facility Genereator Replacement

PB2003 Street Maintenance Rock Salt Storage Facility Reconstruction

PB2004 Central Laboratory & Water Plant Office Security Upgrades (formerly WS2001)

PB2005 Evergreen Park Accessible Restrooms

PB2101 Old Depot HVAC Replacement

PB2102 SEWWTP Remodel Control and Lab Areas (circa 1969)

PB2103 SEWWTP Tuckpoint and Seal Buildings

PB2104 MRP Office - Parking Lot Paving and Fencing

PB2105 MES Facility - Storage Yard Repaving

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Notation Legend:


PARKING LOTS (PK):

PK1701 Parking Lot #14 Reconstruction (City Hall/Civic Center)

PK1702 Parking Lot #19 Reconstruction (Washington St., by Veterans Plaza)

PK2001 IDOT - Walnut Street Resurfacing (Oakland Avenue to Lewis Lane)

PK2101 Parking Lot #13 Patching and Resurfacing (Illinois Avenue, College to Multimodal)

PK2102 Parking Lot #4 Patching and Resurfacing (Illinois Avenue, South of Grand)

PK2103 Parking Lot #23 Resurfacing (between Jackson & Oak "Longbranch" Lot)

PK2104 Parking Lot #11 Reconstruction (Old Depot on Illinois Avenue "Mary Lou's" Lot)

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Notation Legend:


SANITARY SEWERS (SA):

SA7301 Washington Street Sanitary Sewer (Monroe Street to College Street)

SA0001 Crestview Sanitary Sewer Rehabilitation

SA0106 East/West Sanitary Sewer btwn Schwartz St & College St (West of Oakland)

SA0107 Almond St Sanitary Sewer Rehab (Chestnut St. to Willow St. & Sewer 400' E. of Springer St.

SA0901 Sanitary Sewer Rehabilitation Program (Manhole Lining)

SA1001 Lakeland Subdivision Sanitary Sewer

SA1301 Sanitary Sewer Inflow and Infiltration Study

SA1302 Haake Jenkins Sanitary Sewer

SA1601 SEWWTP Interceptor Sewer Extension (Park Street to Pleasant Hill Road)

SA1801 Sycamore Street Sanitary Sewer Lining

SA1802 Grand Avenue and Brehm Lane Sanitary Sewer Lining

SA1803 West Main Street Sanitary Sewer Lining - Tributary to the Oak Street Pump Station

SA1804 West Main Street Sanitary Sewer Lining Between Manhole Number 893 and 871C

SA1805 Sunset Drvie Santiary Sewer Lining

SA1806 Pinewood Drive Area Sanitary Sewer Lining

SA1807 Industrial Interceptor Sewer Sanitary Sewer Lining

SA1808 Heritage Hills Sanitary Sewer Study

SA2001 Sanitary Sewer Lining (CCIP) Program

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Notation Legend:


SPECIAL PROJECTS (SP):

SP0203 Bus Shelters

SP0602 Carbondale Business Park East

SP0901 Creating Entryways into the Community

SP0903 Community Skateboard Park

SP0904 Illinois Avenue Streetscape Improvements Phase 3 - Monroe to Oak (FY2022 Const)

SP0905 City Buildings Signage

SP1002 SIMMS - Multimodal Transportation Center

SP1501 Old Historic Depot Walkway and Railings Rennovation/Reconstruction

SP1701 West Main Street Overhead Utility Relocation (Wall to Lewis)

SP1702 Safety Improvements to Railroad Crossing to Allow Carbondale a Railroad Quite Zone

SP1703 East College Street at Illinois Central Railroad Tracks Improvements

SP1704 East Grand Avenue at Illinois Central Railroad Tracks Imrprovements

SP1804 (FP) IDOT East Side Multiuse Path - Phase II (Giant City Road to Reed Station Road)

SP1805 (FP) IDOT Multiuse Path Route 13 Underpass (Wood Road)

SP1901 (FP) IDOT Intersection Improvements - Reed Station Road

SP1902 Emergency Warning Sirens

SP1903 East Main Street (Lewis Lane to Wall Street) Installation of New Street Lighting

SP1904 West Main Street Light Installation (Glenview to New Era)

SP1906 Town Square Streetscape Improvements - Jackson & Washington (University to Main)

SP1907 City Wide Utility Mapping

SP2001 Update the City's GIS Utility Information (non water & sewer)

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Notation Legend:


STORM SEWERS & DRAINAGE (SS):

SS9501 Lu Court/Deer Lake Drainage

SS9601 East End of Oak Street to Piles Fork Creek Drainway

SS9902 Replace Corrugated Metal Pipes in Southwest Quadrant

SS0002 College/Freeman Storm Sewer (East of Poplar Street)

SS0003 Short Street to Crab Orchard Creek Drainway

SS0004 Oak Street Storm Sewer Improvements (310 East Oak)

SS0005 Gary Drive and Grand Ave Loop (East of Giant City Road)

SS0006 Oakland/Schwartz Area Drainage Ditch (behind homes)

SS0301 Cherry Street Storm Sewer (Rawlings to Poplar Street)

SS0401 Little Crab Orchard Creek Channelization (Southeast of NWWWTP to Charles Road)

SS0601 Logan Street Area Storm Drainage

SS0801 Valley Road Area Storm Drainage Improvements

SS0802 South Side of Linden Street Drainage Improvements

SS0901 Piles Fork Creek and Drainage Basin

SS1001 Morningside Drive Storm Sewer Replacement

SS1002 Cherry Street/Elm Street Storm Sewer Interceptor Replacement

SS1003 Green Earth Drainway Improvements (back of Emerald Lane)

SS1004 Dillinger Road Drainage Study/Improvements

SS1005 Pine Lane Storm Sewer Replacement

SS1101 Tripoli Storm Drainage Improvements

SS1102 Hunter Woods/Short Street Drainage Study

SS1401 City Wide Drainage Study and Master Plan

SS1701 Storm Water Utility - Feasibility Study (Phase II)

SS2001 Piles Fork Creek Erosion Control & Channelization (Grand Avenue to Main Street)

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Notation Legend:


STREETS (ST):

ST8101 Wall Street Improvements (Fisher to Knight)

ST8501 Oak Street Extension (Wall Street to Lewis Lane)

ST8703 High Street Improvements (Springer Street to Eason Drive)

ST8706 Owens Street Improvements (Bridge Street to Oakland Avenue)

ST9002 McKinley Street Improvements ( West Sycamore to North Street)

ST9503 Mill Street Extension (Wall Street to Lewis Lane)

ST9505 Twisdale Avenue Improvements

ST9507 Walkup Avenue Improvements (Valley Road to Oakland Avenue)

ST9508 Johnson Avenue Improvements (Chautauqua Street to Walkup Avenue)

ST9509 Carter Street Improvements (Johnson Avenue to Hill Avenue)

ST9510 Hill Avenue Improvements (Johnson Avenue to Oakland Avenue)

ST0001 Park Street/Wall Street Intersection West Approach from SIU Towers

ST0002 Logan Street Improvements (Main Street to Walnut Street)

ST0003 Graham Street Improvements (Main Street to Walnut Street)

ST0005 Poplar Street/Mill Street/Lincoln Drive Intersection

ST0006 Robert A Stalls Avenue Reconstruction (North of Fisher Street)

ST0007 Pierce Street Reconstruction

ST0008 McQueen Street Reconstruction

ST0009 East Burke Street Reconstruction

ST0010 Searing Street Reconstruction

ST0011 Jenkins Street Reconstruction

ST0012 Knight Street Reconstruction

ST0013 Allman Street Reconstruction

ST0015 Dillinger Road Improvement (McRoy Drive to Marion Street)

ST0016 Dogwood Lane Improvements

ST0017 Lake Heights Road Improvements (Walnut Street to Jackson County Housing)

ST0018 Sycamore Street Reconstruction (Oakland Avenue to University Avenue)

ST0101 Old West Main Street Reconstruction (Glenview Drive to Emerald Lane)

ST0103 Billy Bryan Street Reconstruction (Sycamore Street to 1500 Feet North)

ST0104 Gum Street Reconstruction

ST0105 Connor Street Reconstruction

ST0202 Oakland Avenue Improvements (Walnut Street to Chautauqua Street)

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Notation Legend:


ST0301 Dillinger Road Reconstruction (US Route 51 to McRoy Drive)

ST0303 Town Square/Downtown Area Brick Pavement Repair

ST0304 Striegel Road Reconstruction (Illinois Route 13 to New Era Road)

ST0306 Norwest Lane Reconstruction

ST0307 Gary Drive Reconstruction (Giant City Road to Drury Avenue)

ST0308 Grand Avenue Reconstruction (Giant City Road to Drury Avenue)

ST0309 Drury Avenue Reconstruction (Grand Avenue to Gary Drive)

ST0310 Liberty Lane Reconstruction (Grand Avenue to Gary Drive)

ST0402 Curb Replacement throughout Carbondale

ST0503 Taylor Drive Reconstruction (Chautauqua Street to Freeman Street)

ST0504 Valley Road Reconstruction (Taylor Drive to Freeman Street)

ST0601 McLafferty and Chatauqua Intersection Improvments

ST0602 Sycamore Street Extension to New Era Road

ST0603 East/West Connector - Oakland Avenue to New Era Road at Oakland Cemetery

ST0901 Cul-de-sac at End of West North Street

ST0903 Lewis Lane and Grand Avenue Roundabout

ST0905 Pedestrian Crosswalks on Illinois Route 13 at Giant City Road

ST0906 Mill Street and Normal Avenue Intersection Design

ST1002 Chautauqua Street Improvements

ST1003 W. Pleasant Hill Road (from McLafferty to Rowden Road) Improvements

ST1202 Oaklawn Subdivision, Hill, Carter, Johnson, Twisdale, Walkup Streets Improvements

ST1203 Grand Avenue and Mill Street Boulevard Improvements

ST1204 Annual Collector Street Resurfacing Program

ST1302 Bridge Maintenance and Rehabilitation Program (Sunset Drive)

ST1303 Bridge Maintenance and Rehabilitation Program (College Street)

ST1304

Bridge Maintenance and Rehabilitation Program (Chatauqua - Little Crab Orchard

Creek)

ST1501 Grand Avenue Reconstruction - Wall Street to Lewis Lane (add bicycle lanes)

ST1502 Pleasant Hill Road - McLafferty to Union Hill Road Reconstruction

ST1503 Poplar Street - Main Street to Sycamore Street Reconstruct to Include Bicycle Paths

ST1504 New Era Road - Glenn Road to Airport Road Reconstruction

ST1505 Frontage Road Improvements at Giant City and Route 13

ST1601 West Main Street - Clinic Drive Frontage Road

ST1701 West Mill Street Resurfacing (University to Oakland)

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Notation Legend:


ST1802 Street Condition Survey/Study

ST1901 New Era Road Reconstruction (Glenn Road north 1,700 feet)

ST1902 Extend Archie Jones Drive to Stalls Avenue

ST1903 Grand Avenue Box Culvert (Piles Fork Creek)

ST1904 Charles Road Bridge Replacement (Little Crab Orchard Creek)

ST1905 Wall and Grand Intersection Improvements

ST2001 Pavement Management Program - Street Improvements (Various)

ST2002 College Street Reconstruction (Wall to Piles Fork Creek)

ST2003 Giant City Road/Lewis Lane Connector (north of Route 13)

ST2101 Reconstruct the Alleys Between University, Monroe, Illinois, and Main Streets

ST2102 Reconstruct the Concrete Median at the Mill Street Underpass

ST2103 Giant City Road & North Mall Frontage Road Safety Improvements

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Notation Legend:


SIDEWALKS (SW):

SW9601 Dogwood Lane Sidewalk Improvements

SW9602 Lark Lane Sidewalks (Murphysboro Road to Kent Drive)

SW9603 Rod Lane Sidewalks (North & South of Sunset Drive)

SW0702 Cherry Street Sidewalk/Storm Sewer (Forest Avenue to Oakland Avenue)

SW0802 Sidewalk Eastside Wall (from Fisher to Searing)

SW1001 State Street Sidewalks (from Mill Street to Hester Street)

SW1402 East Walnut Street Sidewalks

SW1802 West Sycamore Street ADA Sidewalk Improvements

SW1804 Sidewalk Infill Program

SW1902

Sycamore at Route 13 and Emerald Lane (To walk north form Emerald across Route 13 to

Sycamore)

SW1903 Sidewalk ADA Transition Plan

SW2002 Giant City Sidewalk beginning at 1100 S. Giant City Road to 8942 Giant City Road

SW2101 Sidewalk Improvements

SW2102 Washing Street Sidewalk Replacement - Monroe Street to Main Street

SW2103 Grand Avenue & Wall Street Crosswalk Improvements

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Notation Legend:


TRAFFIC SIGNALS (TS):

TS9601 Traffic Signals with Pedestrian Actuation (Walnut Street at Marion Street)

TS9701 Oakland Avenue/Freeman Street Intersection Traffic Signals

TS9702 Mill Street/Oakland Avenue Intersection Traffic Signals

TS9703 Mill Street/Poplar Street Intersection Traffic Signals

TS9704 Mill Street/University Avenue (Normal Avenue) Intersection Traffic Signals

TS0201 Giant City Road/East Mall Entrance Road/Sunny Acres Road Intersection Traffic Signals

TS0204 Add Audible Signals for the Visually Impaired (Illinois Avenue - Mill to Oak Street)

TS0301 Grand Avenue/Lewis Lane Intersection Traffic Signals

TS0801 Mill & Washington - Add Turn Arrows for Eastbound and Westbound Traffic

TS1801 Traffic Signal Communication Upgrades Throughout the City

TS2101 Grand Avenue & Wall Street Timing and Marking Improvements

TS2102 Grand Avenue Audible Pedestrian Signal Upgrades (Giant City Road & Illinois Avenue)

TS2103 Wall Street Audible Pedestrisn Signal Upgrades (Mill Street, Wanlut Street, & Main Street)

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Notation Legend:


WATER SYSTEM (WS):

WS8502 Jackson Street Water Main (Washington Street to Wall Street)

WS8503 Washington Street Water Main (Walnut Street to Grand Avenue)

WS9202 Main Street Water Main (Glenview Drive to Emerald Lane)

WS9502 Walnut Street Water Main (Illinois Avenue to Washington Street)

WS9801 Water Line Extension East of McRoy Drive

WS9807 Freeman Street Water Main Replacement (Oakland Avenue to Valley Road)

WS9808 Jackson County Housing Water Line (Ashley, Chestnut, Brush, & Robert A Stalls Ave.)

WS9813 Main Street Water Main Replacement Phase II (Cedarview to Wall-1,700 feet)

WS9816 Norwest Lane/New Era Road Water Main Loop

WS0103 Lincoln Street Water Line Replacement (College Street to Mill Street)

WS0107 Hill Street Water Line Replacement (Carter Street to Oakland Avenue)

WS0108 Cherry Street Water Line Replacement (Oakland Avenue to James Street)

WS0112 Michaels Street Water Line Replacement (From Willow Street to 300 Ft North)

WS0115 McKinley Street Water Main Replacement (Sycamore Street to North Street)

WS0205 Billy Bryan Street Water Line Replacement (Gher Street to 150' North of Willow Street)

WS0303 Elm Street Water Line Replacement (Washington Street to Marion Street)

WS0801 Union Hill Road Raw Water Line Relocation

WS0803 Crab Orchard Water District Improvements

WS0901 Redundant Water Supply Study

WS0903 Marion Street North from Fisher Street Water Line Replacement

WS0904 Pecan Street Water Line Replacement (University to Smith - 3,200 Feet)

WS0908 Cedar Lake Boat Access Program Development

WS0909 Automatic Meter Reading System

WS1001 Paint the Water Treatment Plant (Interior Structural Steel)

WS1003 Water Plant Expansion

WS1004 Cedar Lake Replace Water Control Structure

WS1302 Feeder Water Main Repl. (Chautauqua-Oakland to Water Tower - 2,300 feet)

WS1303 Feeder Water Main Repl. (Oakland-Main to Sycamore-1,600 feet)

WS1304 Feeder Water Main Repl. (West Willow-Springer to Illinois - 2,200 feet)

WS1305 Feeder Water Main Repl. (Illinois Ave-West Willow to Ready Mix - 2,200 feet)

WS1306 Feeder Water Main Repl. (Illinois Ave-Ready Mix to Industrial Park Road - 4,000 feet)

WS1307 Feeder Water Main Repl. (Charles Road to Bicentennial Industrial Park)

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Notation Legend:


WS1501 Cedar Lake Boat Launch Renovation (Cedar Creek Road Boat Launch)

WS1503 Cedar Lake Sediment and Nutrient Load Reduction Projects

WS1801 South Normal Avenue Watermain Replacement

WS1802 Skyline Drive Watermain Replacement

WS1803 Chautauqua Street Watermain Replacement

WS1804 Orchard Drive Watermain Replacement

WS1805 18" Feeder Watermain (Wall to Lewis - 2,700 Feet)

WS1805B 18" Feeder Watermain (Lewis Lane to NE Corner of Superblock - 3,600 Feet)

WS1806 East Walnut Street Watermain Replacement

** WS1807 Grand Avenue Water Main Extension

WS1808 Water Treatment Plant Clarifier Rehabilitation and Painting

WS1809 West Main Street Watermain Relocation

WS1902 Oakland Avenue Watermain Loop (Industrial Park Road to Lipe Lane)

WS1903 West Willow Street, West Laurel Street, West Willow Court Watermain Replacement

WS1904 North Illinois Avenue Watermain Replacement

WS1905 Sycamore Street Watermain Replacement

WS1906 Cedar Lake Spillway Outfall Channel Erosion Control

WS2002 Chautauqua Water Tower Repainting

WS2003 Update the City's Water Utility Mapping in the GIS

WS2004 Helen Street Water Tower Painting

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Notation Legend:


WASTEWATER SYSTEM (WW):

WW1001 NWWWTP Nutrient Removal Study & Upgrades

WW1005 SEWWTP Mechanical Bar Screen

** WW1007 Kent Drive - Lift Station and Foremain Replacement

WW1008 NWWWTP Primary Clarifier Rehabilitation

WW1009 NWWWTP Effluent Pump Replacement

WW1010 NWWWTP Upgrade - 2.64 MGD to 4.2 MGD

WW1011 SEWWTP Upgrade - 6 MGD to 9 MGD (Oxidation Ditch Ring & Final Clarifier Addition)

WW1501 SEWWTP Ultraviolet Light Disinfection

WW1503 Murdale Lift Station Pump Addition

WW1703 SEWWTP Logic Cabinet Upgrades

WW1801 NWWWTP Industrial Pretraeatment Play Dystor Renovation

WW1802 NWWWTP Industrial Pretreatment Plant Clarifier Reconstruction

WW1803 Sanitary Sewer Lift Station Control Panel Upgrades and Replacements

WW1804 NWWWTP Install a Screw Press to Enhance Solids Removal Capabilites

WW1805 SEWWTP Sludge Lagoon #1 Rehabilitation

WW1806 SEWWTP Clarifier and Grit Chamber Rehabilitation and Painting

WW1807 SEWWTP Sludge Handling Upgrades

WW1901 SEWWTP Blower Replacement

WW1902 SEWWTP Final Clarifier Rehabilitation

WW1903 NWWWTP Vacuum Station Replacement

** WW1905 NWWWTP Industrial Plant Effluent Gravity Flow Line

WW2001 NWWWTP Replace Industrial Influent Pumps

WW2002 NWWWTP Replace and Update the Electrical Switch Gear

WW2003 SEWWTP Sludge Lagoon Rehabilitation (East Lagoon)

WW2004 NWWWTP Trickler Filter Cover

WW2101 NWWWTP Repl. Pumps and VFD's at Domestic Influent Pump Station

WW2102 NWWWTP Phosphorus Feasibility Studies and Optimization Plan

WW2103 SEWWTP Phosphorus Feasibility Studies and Optimization Plan

WW2104 SEWWTP Nutrient Assessment Reduction Plan

WW2105 NWWWTP Nutrient Assessment Reduction Plan

WW2106 NWWWTP Replace Domestic Return Pumps

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FY2021


(FY 2021 thru FY 2025)

Funded Project Narrative Descriptions

FY2021 CIP Project Narratives Page 1 of 23

FY2021 Capital Improvement Program Project Narratives

OPEN SPACE & PARKS (OS):

OS0901 – CENTRAL DOWNTOWN BIKE/PEDESTRIAN PATH – PHASE II

Construct an eight foot wide multiuse bicycle/pedestrian path from the intersection of East Mill

Street and South Washington Street, south across SIU property to the end of the pedestrian

overpass.

This project completed the southern segment of the downtown bicycle/pedestrian path and has

been already constructed. Partial funding was secured for this project through the Illinois

Transportation Enhancement Program (ITEP). Due to this funding the final billing of the

project has not been received from the State.

OS1702 – OFF ROAD BIKE/PEDESTRIAN PATH ALONG EAST SIDE OF GIANT CITY ROAD

The purpose of this project is to construct an off-road pedestrian/bicycle path along Giant City

Road from Walnut Street south to Dogwood Lane.

This section of Giant City Road is very busy; additionally the Carbondale Community High

School is located at the corner of Walnut Street and Giant City Road. Constructing an off-road

multi-use path will increase safety for pedestrians and bicyclists.

OS1703 – DRAINWAY/GREENWAY PATH SAFETY IMPROVEMENTS

The purpose of this project is to add safety improvements as needed to the existing

drainway/greenway path along Piles Fork Creek from Grand Avenue to Walnut Street.

The drainway/greenway path was constructed in 1982-1983 and includes 9.5 acres of land for

public outdoor recreation. The land for this project purchased through a State of Illinois Land

and Water Conservation Fund Grant, as such the City is responsible to ensure the property and

amenities are maintained, safe, and usable for the general public. Via a lease agreement with

the City of Carbondale, the Carbondale Park District is responsible for the regular operation

and maintenance of the path and its amenities; however the City is required by the Illinois

Department of Natural Resources (IDNR) to ensure the recreational land and amenities are

maintained and repaired. The Park District’s limited resources preclude making some of the

needed safety improvements including: lighting upgrades, handrails modifications, and limited

pathway surface reconstruction. As such the City desires to make some needed improvements.

OS1704 – NW PEDESTRIAN AND BICYCLE PATH (OAKLAND TO NEW ERA ROAD)

This project will provide a pedestrian/bicycle connector path between North Oakland Avenue

and New Era road. The project will consist of an 8’ wide concrete path along with lighting and

amenities.

The City applied for and received Illinois Transportation Enhancement Program (ITEP) grant

to assist with the constriction of this project, the grant will pay in an 80% (federal) / 20% (local

match) grant that is estimated to pay for approximately 70% of the project cost.


OS1901 – NW BIKE/PEDESTRIAN TRAIL – PHASE II (NEW ERA RD TO STATE HWY 13)

This project will complete the Northwest Bicycle/Pedestrian Trail along the old railroad right-

of-way from New Era Road to State Highway 13.

The Illinois Department of Transportation (IDOT) in cooperation with the City of Carbondale,

City of Murphysboro, and Jackson County recently constructed a Bicycle/Pedestrian trail from

Wood Road, under State Highway 13 (at the old railroad right-of-way bridges) and along State

Highway 13 to Airport Road. Phase II of the Northwest Bicycle/Pedestrian Trail will connect

the City’s bicycle/pedestrian trail (Phase I of the Northwest Bicycle/Pedestrian Trail) to the

recently constructed trail to Airport Road. This will complete a trail loop to the Southern Illinois

Airport.


PUBLIC BUILDINGS (PB):

PB1001 – CEMETERY OFFICE AND MAINTENANCE BUILDING

This project will construct a replacement building for Oakland Cemetery.

The existing building is old and has been upgraded several times over the last decade; however

it is fast approaching the end of its useful lifespan and will need to be replaced soon. A new

building will be much more energy efficient and will provide more welcoming and useful office

space for patrons and staff.

PB1501 – POPLAR CAMP BEACH RESTROOM CONCESSION STAND REPLACEMENT

This project includes the construction of new restroom, changing facilities, and concession

stand areas at Cedar Lake.

The existing restroom and changing facilities do not meet current Accessibility Standards, as

such they need to be upgraded to meet required standards.

PB2002 – MES FACILITY GENERATOR REPLACEMENT

Replace the generator at the City’s Maintenance and Environmental Services (MES) Facility.

The Generator at the City’s Maintenance and Environmental Services (MES) Facility is aging

and in need of replacement to insure its continued reliability. The MES facility is a critical

Public Works Facility that provides 24 hour support services to the City’s Public Works, Police,

and Fire Operations, to ensure these services are available during power outages it is necessary

to keep the backup power generation systems in reliable working condition.

PB2003 – STREET MAINTENANCE ROCK SALT STORAGE FACILITY RECONSTRUCTION

The City’s Rock Salt Storage Dome at the Maintenance and Environmental Services (MES)

facility is in need of reconstruction and expansion.

The City’s’ Rock Salt Storage dome at the MES Public Works yard needs to be reconstructed

to insure it’s continued serviceability; additionally this structure needs to be expanded so that

more rock salt can be on hand for winter operations. The expansion of this structure is needed

due to recent Carbondale Revised Code changes in November 2018 that require all streets in

the City to be cleared of snow and ice during winter events. Previously it was only required

that the City’s designated snow routes be cleared of snow and ice and other City streets were

cleared at the discretion of City staff as warranted.

PB2004 – EVERGREEN PARK ACCESSIBLE RESTROOMS

This project consists of the replacement of the existing restroom at Evergreen Park. The City

is applying for grant funding thru grants that are administered by the Illinois Department of

Natural Resources.

The existing bathroom is in dilapidated and in need of replacement.


PARKING LOT (PK)

PK2001 – IDOT – WALNUT ST RESURFACING (OAKLAND AVENUE TO LEWIS LANE)

The Illinois Department of Transportation (IDOT) is resurfacing Walnut Street from Oakland

Avenue to Lewis Lane, the City has on-street parking from Oakland Avenue to University

Avenue and is required to pay for the resurfacing work in the parking lanes.

IDOT is using State/Federal funds for this project, accordingly the City is only required to pay

20% of the costs for resurfacing the parking lanes. This cost is estimated to be $10,350 and is

a great value for the City.


SANITARY SEWERS (SA):

SA0901 – SANITARY SEWER REHABILITATION PROGRAM

Annual Sewer Rehabilitation Program to maintain and improve the integrity of the sewer

system and repair problem areas. The early years of this program (primarily through FY2019)

will concentrate on manhole lining with the later years of this project focusing on sanitary

sewer lining and repairs.

Many sewers are in need of repair to improve pipe condition and reduce infiltration and inflow.

In addition, the program would reduce blockage in the sewer lines causing customer problems

and possible damage to homes.

SA1301 – SANITARY SEWER INFLOW AND INFILTRATION STUDY

Evaluate the City’s Sanitary Sewer system to identify and correct sources of inflow and

infiltration.

FY 2021 will be the ninth (9th) consecutive year of this study. The project is now consisting of

locating/inspecting manholes that have not been located due to various reasons, repairing

manholes that were unable to have inspections performed, inspecting said manholes, and

inspecting manholes that required special accommodations to have the inspections performed.

In addition the City is having flow monitoring performed to further determine lines/basins that

need rehabilitation performed.

The City’s two wastewater treatment plants experience significant flow increases during rain

events. These increases in flow are a direct result of rain and storm runoff waters entering the

sanitary sewer system. An ongoing sanitary sewer inflow and infiltration study will aid the

City in identifying major sources of inflow and infiltration and allow them to be corrected

thereby reducing operating costs for the wastewater treatment plants.

SA1302 – HAAKE JENKINS SANITARY SEWER

This project will consist of replacing the existing Haake Jenkins Lift Station. The City has

been unable to secure the needed easements for the construction of the original design of a

gravity sewer. Given the age and the small size of the existing station, it was determined that

replacing in kind is the most prudent action at this time.

SA1601 – SEWWTP INTERCEPTOR SEWER EXTENSION (PARK ST TO PLEASANT HILL

RD)

This project includes the extension of the SEWWTP Interceptor Sewer from the intersection of

Park Street at Wall Street through SIU Campus to U.S. Highway 51 at Pleasant Hill Road. This

project will consist of approximately 2,900 feet of sanitary sewer.

Over the last decade there have been some significant housing developments in the Grand

Avenue, Park Street, and South 51 areas. These developments have significantly increased the

demand on the sanitary sewers that serve these areas. Currently the City’s SEWWTP

Interceptor Sewer terminates near the old water treatment plant at the corner of Park Street and

Wall Street. From this point south, across SIU Campus, the sewer is of small diameter and


needs to be upsized in order to adequately handle the developments tributary to the sewer.

SA1802 – GRAND AVENUE AND BREHM LANE SANITARY SEWER LINING

The purpose of this project is to line the sewers in the Grand Avenue and Brehm Lane area.

The City has over 130 miles of sanitary sewer lines, most of these were constructed of clay

pipe with rubber joints. Over the years the joints in the clay pipe dry out; additionally clay pipe

is subject to cracking. Both of these cause the pipe to leak. Lining the pipe from the inside is

more cost effective, quicker, and provides little disruption in service.

SA1807 – INDUSTRIAL INTERCEPTOR SEWER SANITARY SEWER LINING

The purpose of this project is to line the Industrial Interceptor Sewers tributary to the

NWWWTP.

The City has over 130 miles of sanitary sewer lines, most of these were constructed of clay

pipe with rubber joints. Over the years the joints in the clay pipe dry out; additionally clay pipe

is subject to cracking. Both of these cause the pipe to leak. Lining the pipe from the inside is

more cost effective, quicker, and provides little disruption in service.

SA2001 – SANITARY SEWER LINING (CCIP) PROGRAM

Annual Sewer Rehabilitation Program to maintain and improve the integrity of the sewer

system and repair problem areas. This program will concentrate on in-place lining of sanitary

sewers.

Many sewers are in need of repair to improve pipe condition and reduce infiltration and inflow.

In addition, the program would reduce blockage in the sewer lines causing customer problems

and possible damage to homes.


SPECIAL PROJECTS (SP):

SP0901 – CREATING COMMUNITY ENTRYWAYS

New masonry monument style signs, similar to those at the entryways to campus, will be

installed on the four (4) major entrances to the City. These signs will be elevated above the

natural grade and positioned to provide ample view from passing vehicles. The new signs will

also include sustainable landscaping and ground mounted lighting. These new masonry

monument style signs will boldly state “Welcome to Carbondale” with the sub-text of “Home

of Southern Illinois University”. The installation of these signs will be a cooperative project

with Southern Illinois University.

Southern Illinois University recently completed the construction of monument signs and

landscaped entryways into the university. Creating similar signs and entryways on major

corridors into the City will improve the aesthetic appeal and provide a coordinated look and

feel between the City and University.

SP0904 – ILLINOIS AVENUE STREESCAPE IMPROVEMENTS – PHASE 3

The third and final phase of this project will include the installation of new street lighting, ADA

compliant pedestrian walkways, trees, planters and other streetscape elements along Illinois

Avenue from Monroe Street to Oak Street. Additional lighting only will be installed along

Jackson from University to Washington, and along Washington from Oak to Main.

This project has been helping to achieve some of the goals outlined in the Downtown Plan.

SP1002 – MULTIMODAL TRANSPORTATION CENTER

A new multimodal transportation center will be constructed on the site of the existing Amtrak

Station. This new facility will stretch from Cherry Street to Walnut Street and is slated to

include a parking garage facility. The City has secured a BUILD Grant to aid in the funding

of the project.

Public transportation usage is on the rise. In order to provide our citizens and visitors with

comprehensive services at one central location, it is necessary to construct a multimodal

transportation facility. This new facility will provide space which will allow for the

consolidation of many local transit services including: Amtrak, Greyhound Bus, Saluki

Express, Jackson County Mass Transit, Various Regional Bus Services, Taxi Cab Companies,

and the like.

SP1501 – OLD HISTORIC DEPOT WALKWAY RENNOVATIONS/RECONSTRUCTION

The purpose of this project is to reconstruct the brick walkways around the Historic Train Depot

in the downtown area. The brick walkways around the Historic Train Depot have settled and

are in need of restoration.

SP1703 – EAST COLLEGE STREET AT ICRR TRACKS IMPROVEMENTS

Improve the pedestrian railroad crossings to conform to current accessible standards as allowed

by the Canadian National Railroad and the Illinois Department of Transportation. This project

is partially funded by a Railroad Safety Grant. The existing pedestrian crossings at the railroad


are rough and do not meet accessible standards, upgrades need to be made.

SP1704 – EAST GRAND AVENUE AT ICRR TRACKS IMPROVEMENTS

Improve the pedestrian railroad crossings to conform to current accessible standards as allowed

by the Canadian National Railroad and the Illinois Department of Transportation. This project

is partially funded by a Railroad Safety Grant. The existing pedestrian crossings at the railroad

are rough and do not meet accessible standards, upgrades need to be made.

SP1804 – IDOT EAST SIDE MULTIUSE PATH – PHASE II (GIANT CITY RD TO REED

STATION RD)

The Illinois Department of Transportation (IDOT) is constructing a new multiuse path for

pedestrian and bicycles from Giant City Road to Reed Station Road as a part of the widening

of State Highway 13 to six (6) lanes.

The City has been requested to pay for 20% of the estimated project costs, not including bridge

structures; as such the City needs to add this project into the CIP program so the required

payment can be made to IDOT.

SP1805 – IDOT MULTIUSE PATH ROUTE 13 UNDERPASS WOOD ROAD

The Illinois Department of Transportation (IDOT) is constructing a new multiuse path for

pedestrian and bicycles at Route 13 Underpass Wood Road as a part of replacing the old bridge

structures.

The City has been requested to pay for 20% of the estimated project costs, not including bridge

structures; as such the City needs to add this project into the CIP program so the required

payment can be made to IDOT.

SP1901 – IDOT INTERSECTION IMPROVEMENTS – REED STATION ROAD

IDOT is improving the intersection of Reed Station Road and Illinois Route 13. These

improvements include the widening of the intersection to accommodate the future widening of

Illinois Route 13, the addition of crosswalks at said intersection.

Due to agreements between the City and IDOT, the City is to contribute 20% of the project.

SP1902 – EMERGENCY WARNING SIRENS

The upgrade of existing warning sirens and the addition of warning sirens as directed by the

City Fire Department. The existing Emergency Warning System is in need of upgrade.

SP2001 – UPGRADE THE CITY’S GIS UTILITY INFORMATION

This project will contract consultants to help update the City’s GIS Utility Information.

The City eliminated its in-house (Geographic Information System) GIS Mapping Technician

in 2016 due to budget constraints. As such the City does not have dedicated staff to update and

maintain its GIS mapping systems. Additionally much of the City’s utility information within

the GIS system has never been physically mapped and is based on scans of mapping created in


the 1970’s to early 1990’s and needs to be properly mapped and georeferenced to the City’s

aerial photography.


STORM SEWERS & DRAINAGE (SS):

SS1002 – CHERRY/ELM STREET STORM SEWER INTERCEPTOR REPLACEMENT

Replacement of the storm sewers from the West Cherry Street/University Avenue area to the

East Elm Street/Marion Street area.

The Cherry Street/University Avenue/Illinois Avenue is a low point and collector area for

storm water runoff. The storm water from this area is conveyed under the railroad tracks to

East Elm Street where it connects to other storm sewers that take the water to Piles Fork Creek.

This area on the west side of the railroad tracks has experienced flooding for decades and

warrants further study for possible storm sewer replacements to aid in alleviating the flooding

problems.

SS1401 – CITY WIDE DRAINAGE STUDY

This project will take an overall look at the City’s storm water conveyance systems and identify

and quantify needed infrastructure improvements.

There are numerous locations around the City that flood during time of heavy rainfall.

SS1701 – STORMWATER UTILITY – FEASIBILITY STUDY

Perform a Stormwater Utility Feasibility Study. This study would identify potential costs and

needs, which could be appropriately applied to a stormwater utility. This includes but not

limited to; street cleaning, stormwater collection infrastructure, State required permitting

activities. In addition, a Stormwater Utility Feasibility Study could determine possible

revenues that could be generated from a Stormwater Utility Fee. This study would assist the

City if it deemed appropriate to implement a Stormwater Utility Fee.

The City Council has expressed interest in pursuing a stormwater utility fee, which would

enable the City to have a dedicated revenue stream for future stormwater-related Capital

Improvement Program (CIP) projects. In order to establish a stormwater utility fee, a feasibility

study will need to be performed to identify potential costs, needs, and to determine possible

revenues that could be generated.

SS9902 – REPLACE CORRUGATED METAL PIPES IN SOUTHWEST CARBONDALE

The area for this study is bounded by Sunset Drive on the north, Chautauqua Street on the

south, Dixon Street on the east and Little Crab Orchard Creek on the west. When this section

of Carbondale was developed, corrugated metal storm drainage systems were often used. These

pipes are starting to deteriorate and fail. This study would identify the areas where corrugated

metal pipes were used and note the areas that are failing. This information will provide the

necessary data for establishing a program for repairs. Following the study, staff will prepare

necessary construction documents to implement the upgrades and repairs needed to the system.

As the study has not been completed, construction funds have been allocated based on planned

funds availability within the Local Improvement Fund beginning in FY 2022.

To maintain a satisfactory storm water drainage system.


STREETS (ST):

ST0202 – OAKLAND AVENUE RECONSTRUCTION (WALNUT ST TO CHAUTAUQUA ST)

The proposed improvements will reduce congestion by the addition of dedicated bicycle lanes

on both side of the roadway, widen lane widths to 12 feet throughout the length of the project,

improve intersections with side streets, and enhance the existing pedestrian facilities. This

project will help remove bicycle/vehicular conflicts and improve the travel time for both modes

of transportation (enhance the Level of Service) along this corridor. Intersection improvements

along the corridor will also improve various levels of service.

Oakland Avenue is one of the main entrances to Southern Illinois University (SIU). This

project proposes to reconstruct and widen Oakland Avenue between Illinois State Route 13

(Walnut Street) and Chautauqua Street (SIU Campus) to provide for a higher level of service

and provide accommodations for heavy bicycle traffic. The current ADT of this section of

roadway peaks at 7,700 vehicles per day and includes two intersections with other Federal Aid

Routes (Freeman Street and Mill Street). The current roadway section is approximately 30 feet

wide with left hand turn lanes and/or on-street parking that reduces the effective lane widths

to 10 feet wide for much of the length.

ST0601 – MCLAFFERTY AND CHAUTAUQUA INTERSECTION IMPROVEMENTS

The project will consist of the design and replacement the existing intersection at McLafferty

and Chautauqua with a roundabout. The City has applied for and secured HSIP funding for the

project and looks to construct FY2021 if possible.

ST1302 – BRIDGE MAINTENANCE AND REHABILITATION (LITTLE CRAB ORCHARD

CREEK – SUNSET DRIVE)

To proactively maintain and rehabilitate bridge structures throughout the City to extend the

service life of these structures and avoid costly replacements.

The City has numerous bridges throughout the community that it is responsible for inspecting,

repairing, and maintaining. Many of these structures are beginning to show signs of their age.

Recent inspections of several structures indicate that there is a growing need for heavy

maintenance and/or rehabilitation which will likely continue for a number of years. This project

will replace the bridge on Sunset Drive over Little Crab Orchard Creek.

ST1303 – COLLEGE STREET BOX CULVERT REPLACEMENT (PILES FORK CREEK)

This project consists of the replacement of the box culvert where College Street crosses Piles

Fork Creek. The project will replace the culvert in kind while updating to current standards.

The most recent bridge inspections identified this structure as in need of replacement.

This project is to be funded in part with State Surface Transportation Unit Funds.

ST1304 – CHAUTAUQUA BRIDGE REPLACEMENT (LITTLE CRAB ORCHARD CREEK)

This project consists of the replacement of the bridge over Little Crab Orchard Creek at

Chautauqua Street. The project will replace the bridge in kind while updating to current

standards. The most recent bridge inspections identified this structure as in need of


replacement.

The City is pursuing funds through the Illinois Special Bridge Program to assist in the majority

of the cost of the reconstruction.

ST1501 – GRAND AVENUE RECONSTRUCTION – WALL TO LEWIS LANE

This section of roadway does not have bicycle lanes, reconstructing this section of street will

allow bicycle lanes to be built.

Adding bicycle lanes to this section of street will connect existing bicycle lanes east of Lewis

lane and bicycle lanes on south Wall Street.

ST1701 – WEST MILL RESURFACING (UNIVERSITY AVE TO OAKLAND AVE

The existing concrete roadway surface needs resurfaced to provide a smoother and more

aesthetically pleasing entrance to the campus.

West Mill Street borders the northern edge of the Southern Illinois University Campus. As

such, the roadway should be aesthetically pleasing and create a nice entryway to the campus.

ST1802 – STREET CONDITION SURVEY/STUDY

The purpose of this project it survey the condition of the existing vehicle travel surfaces on the

City’s roadways and parking lots. The collected information will be input into software that

provides a rated inventory of the City’s streets and will output reports as to the condition of the

existing streets and recommended replacement schedule.

This project will allow a systematic approach to prioritizing replacement/repair of the City

streets and parking lots that are in the most need of repair.

ST1901 – NEW ERA ROAD RECONSTRUCTION (GLENN ROAD NORTH 1,700 FEET)

New Era Road has been improved with curb gutter and bike lanes from Main Street to just past

Glenn Road. Carbondale Township is improving Airport Road. This project consists of

improving approximately 1,700 feet of roadway from just past Glenn Road northward.

Continuing the improvement of New Era Road from just past Glenn Road to Airport Road,

(approximately 1,700.00 feet) would increase the level of service for vehicular, pedestrian, and

bicycle access to Southern Illinois Airport. This project is consistent with the City’s 2010

Comprehensive Plan. On November 28, 2017, City Council approved a resolution of

commitment of $104,000 in local funds to provide matching funds for said project.

ST2001 – PAVEMENT MANAGEMENT PROGRAM – STREET IMPROVEMENTS (VARIOUS)

Provide funding to improve streets throughout the City based on the City’s Pavement

Management Study, as initially completed in FY2019.

The City hired a consulting firm to put together a pavement management program for the City.

This program has identified a need to re-invest in our streets to insure their continued reliability

by proactively addressing issues through pavement preservation, resurfacing, and


reconstruction of the pavements. As the pavement management program is a living document

with priorities changing from year to year, this project will earmark funds to be used towards

keeping the City’s streets in good shape. As needs are identified that require the reconstruction

of streets, funds will be moved from this project to specific projects; other needs such as

preservation and re-surfacing will be funded from this project on an annual basis. Based on the

presentation to City Council in FY2019 the City needs to invest at least $1.25 million in funds

annually just to maintain status quo and keep our City Streets in the condition they currently

are.

ST2002 – EAST COLLEGE ST RECONSTRUCTION (WALL ST TO PILES FORK CREEK)

Reconstruction the section of East College Street from Wall Street to Piles Fork Creek.

As identified in the City’s Pavement Management Program, this section of East College Street

is in need of being reconstructed as the pavement is failing.


SIDEWALKS (SW):

SW2101-SW2501 – SIDEWALK IMPROVEMENTS

Repair dangerous and/or deteriorated sidewalks throughout the City. Improve sidewalks in the

downtown area. Construct new sidewalks where missing sections of walk creates a cap in the

sidewalk flow

Remove hazardous situations and make the areas more aesthetically pleasing.


TRAFFIC SIGNALS (TS):

TS0201 – GIANT CITY ROAD/EAST MALL ENTRANCE ROAD/SUNNY ACRES DRIVE

TRAFFIC SIGNALS

As development continues along Giant City Road between State Highway 13 and East Walnut

Street, traffic has increased to the point where a traffic signal may be warranted.

This project will study the intersections in this corridor to determine if a traffic signal is

warranted; and construct signal(s) as may be needed to control traffic.


WATER SYSTEM (WS):

WS0803 – CRAB ORCHARD WATER DISTRICT IMPROVEMENTS

Improve areas served by the former Crab Orchard Water District by making connections to

existing City Water lines where available and replace water lines as described in agreement

with the former Crab Orchard water District. Work on this project will resume in FY 2020 and

is planned to include waterlines along Grand Avenue.

Many of the lines are in poor condition and need to be replaced.

WS0901 – REDUNDANT/BACKUP WATER SUPPLY STUDY

Study various options to provide adequate potable water for our community should there be a

catastrophic failure of the City’s raw water supply system and/or water treatment plant.

Develop and analyze various alternatives including interconnections to other regional water

supplies and design and implement the chosen option(s).

The City Reservoir (also referred to as Evergreen Lake) has been the City’s backup water

supply for decades. Unfortunately the lake has now silted to a point that severely limits the

amount of useful water that can be pumped from it to the water treatment plant. In the event of

an emergency wherein the City was not able to pump water from Cedar Lake, the City would

have difficulty getting adequate raw water to the plant for treatment.

WS0904 – PECAN ST WATERLINE REPLACEMENT (UNIVERSITY TO SMITH – 3,200 FT)

Replace 3,200 feet of six inch water line on Pecan Street.

This line on Pecan Street has broken several times. It needs to be replaced.

WS1302 – FEEDER WATERMAIN REPLACEMENTS (CHAUTAUQUA – OAKLAND TO

WATER TOWER – 2,300FT)

The purpose of this project is to replace dilapidated water main feeder lines of 10” and larger

in diameter. This phase consists of replacing the existing watermain along Chautauqua Road

from Oakland Avenue to the Water Tower located on Chautauqua Road.

There are many water mains through the City that are dilapidated and in need of replacement.

Priority should be given to the water systems feeder water mains that are 10” or larger in

diameter as these lines feed many of the other lines throughout the City.

WS1303 – FEEDER WATERMAIN REPLACEMENT (OAKLAND – MAIN TO SYCAMORE –

1,600 FT)


in diameter. This phase consists of replacing the watermain along Oakland Avenue from Main

Street to Sycamore Street.





WS1304 – FEEDER WATERMAIN REPLACEMENTS (WEST WILLOW – SPRINGER

STREET TO ILLINOIS AVENUE – 2,200 FT)


in diameter. This phase consists of replacing the watermain along West Willow Street from

Springer Street to Illinois Avenue.




WS1305 – FEEDER WATERMAIN REPLACEMENT (ILLINOIS AVENUE – WEST WILLOW

TO READY MIX – 2,200 FT)


in diameter. This phase consists of replacing the watermain along Illinois Avenue from West

Willow to Ready Mix Road.




WS1306 – FEEDER WATERMAIN REPLACEMENT (ILLINOIS AVENUE – READY MIX – TO

INDUSTRIAL PARK 4,000 FT)


in diameter. This phase consists of replacing the watermain along Illinois Avenue from Ready

Mix Road to Industrial Park Road.




WS1307 – FEEDER WATERMAIN REPLACEMENT (CHARLES ROAD TO BICENTENNIAL

INDUSTRIAL PARK)


in diameter. This phase consists of replacing the watermain from Charles Road to Bicentennial

Industrial Park.




WS1501 – CEDAR LAKE BOAT LAUNCH RENOVATION

The purpose of this project is to renovate the existing boat launch at Cedar Lake, which is in

need of repair.


WS150 – SEDIMENT AND NUTRIENT LOAD REDUCTION PROJECTS

Stabilize 14,000 linear ft. of Cedar Lake shoreline; stabilize 20,000 linear ft. of gully and

construct sediment control basins on 200 acres within the watershed.

Identified impairments to Cedar Lake will be addressed by reducing phosphorous, nitrogen and

sediment loading. The proposal will address shoreline erosion and turbid water with a

reduction in these impairments, as well.

WS1805 (B) – 18” FEEDER WATERMAIN REPLACEMENT (LEWIS LANE TO NORTHEAST

CORNER SUPERBLOCK)

This project will replace dilapidated sections of the City’s 18” feeder watermain system from

Wall Street to Giant City Road.

The City’s 18” feeder watermain from Wall Street to Giant City Road was originally used to

supply the City’s water treatment plant (the old water treatment plant) with raw water from

Crab Orchard Lake; portions of this waterline are extremely old and in need of replacement to

help insure continued reliability of the City’s water infrastructure and distribution system.

WS1807 – GRAND AVENUE WATERMAIN EXTENSION

This project is a completely new watermain and will establish an interconnection between the

eastside of the city to the center.

The City of Carbondale absorbed the former Crab Orchard Water District in previous years.

There are limited interconnections and the water systems are operating separately. This project

will establish primary interconnections to unite the two systems.

WS1808 – WATER TREATMENT PLANT CLAIFIER REHABILITATION AND PAINTING

The purpose of this project is to rehabilitate the water treatment plant’s three clarifiers.

The City’s water treatment plant was put online in 1994 as such many of the plants facilities

and equipment is aging and in need of rehabilitation. The clarifiers are the last major pieces of

equipment that need to be taken care of at this time.

WS1906 – CEDAR LAKE SPILLWAY OUTFALL CHANNEL EROSION CONTROL

This project will consist of provide erosion control and stabilizing the outfall channel of the

Cedar Lake Spillway.

The Cedar Lake Spillway was reconstructed during the summer of 2016, this project stabilized

the main spillway itself but did not stabilize the outfall channel below the spillway. Erosion

has continued to create problems downstream of the spillway and needs to be stabilized.

WS2002 – CHAUTAUQUA WATER TOWER REPAINTING

Repaint the Chautauqua Water Tower.

The Water Tower on Chautauqua was constructed in the mid 1950’s and has been repainted

several times over the years. The buildup of paint on the exterior of the tower needs to be

completely removed down to the metal and the tower repainted.


WS2003 – UPDATE THE CITY’S WATER UTILITY MAPPING IN THE GIS

This project will contract consultants to help update the City’s GIS Utility Information. This

is a companion project to SP2001 and will provide funding from the Water and Sewer Fund to

Update the City’s GIS Mapping.

The City eliminated its in-house (Geographic Information System) GIS Mapping Technician

in 2016 due to budget constraints. As such the City does not have dedicated staff to update and

maintain its GIS mapping systems. Additionally much of the City’s utility information within

the GIS system has never been physically mapped and is based on scans of mapping created in

the 1970’s to early 1990’s and needs to be properly mapped and georeferenced to the City’s

aerial photography.

WS2004 – HELEN STREET WATER TOWER PAINTING

Repaint the Helen Street Water Tower.

As part of the operation and maintenance of elevated water storage tanks the exterior and

interior coating systems will need to replacement. The exterior coating system of the Helen

Street Water Tower needs to be recoated.

WS9813 – EAST MAIN STREET WATERMAIN REPLACEMENT – PHASE II (CEDARVIEW

TO WALL – 1,700 FEET)

Replace or provide a new water main along East Main Street for 4200± feet. This project is

scheduled to be constructed in phases: (1). The first project was to relocate the water main at

Piles Fork Creek to accommodate the bridge widening and replacement which completion was

in the summer of 2007. (2) Phase I was from Lewis Lane to Piles Fork Creek which was

completed in 2013. (3) Phase three is from Piles Fork Creek to Wall Street. (4) The final phase

is from Wall Street to Marion Street. Both permanent and temporary easements may be

required in some areas.

This older water main needs to be replaced and/or a new main installed to provide better water

quality and improved fire protection.


WASTEWATER SYSTEMS (WW):

WW1001 – NW WASTEWATER TREATMENT PLANT NUTRIENT REMOVAL UPGRADES

The purpose of this project is to Study the existing capabilities of the treatment system to meet

new nutrient removal requirements, make recommendations for improvements, and design and

implement the chosen improvements.

In order to meet forthcoming nutrient removal mandates from the Illinois Environmental

Protection Agency (IEPA) as well as improve wastewater treatment efficiencies it is necessary

to review the treatment processes and make needed changes.

WW1005 – SE WASTEWATER TREATMENT MECHANICAL BAR SCREEN

The purpose of this project is to replace the existing bar screen at the SEWWTP. The existing

screen was installed in 2004 and typically has 15 year life span. The existing unit is starting to

show signs of wear and looks to be nearing the end of its useful life.

WW1007 – KENT DRIVE LIFT STATION & FORCEMAIN REPLACEMENT

The purpose of this project is to evaluate the capacity and location of the Kent Drive Lift Station

and Forcemain, study options for replacement, and design and implement the selected option.

The Kent Drive Sanitary Sewer Lift Station and Forcemain are nearing capacity and need to be

evaluated to ensure continued reliability. As the existing lift station is not in an ideal location,

it is likely that a new lift station will need to be constructed in an alternate location.

WW1008 – NW WW TREATMENT PLANT PRIMARY CLARIFIER REHABILITATION

To upgrade plant components of the primary treatment which are more than 30 years old.

To avoid a major break down in the treatment process, which will cause the plant effluent to

go out of compliance with the plant’s NPDES permit.

WW1009 – NWWWTP EFFLUENT PUMP REPLACEMENT

The purpose of this project is to improve the energy efficiency and reliability of the effluent

pumps at the NWWWTP. New pumping systems and controls will be designed and

constructed.

The effluent pumps at the NWWWTP are aging and highly inefficient, new pumps and variable

frequency drives (VFD’s) would improve the efficiency of the plant during time of high flow.

WW1501 – SEWWTP ULTRAVIOLET LIGHT DISINFECTION

The purpose of this project is to install an ultraviolet disinfection system at the SEWWTP. Due

to recent changes in the Plant’s NPDES Discharge Permit, the City is required to install

disinfection to treat the effluent flow from the plant for which was previously exempted for a

significant period of time.


WW1703 – SEWWTP LOGIC CABINET UPGRADES

This project will provide for the design and construction of new logic cabinets and control

systems at the SEWWTP. This will help insure plant reliability and operational efficiency. The

main control systems at the SEWWTP are aging and nearing their “end of life” and in need of

upgrading/replacement.

WW1905 – NWWWTP INDUSTRIAL PLANT EFFLUENT GRAVITY FLOW LINE

This project consist of re-routing the treated effluent flow from the Northwest Wastewater

Treatment Plant’s (NWWWTP) Industrial Treatment Facility to the Headworks of the

NWWWTP Domestic Treatment Facility.

The current routing of the NWWWTP Industrial Treatment Facility routes the treatment

effluent flow from the NWWWTP Industrial Treatment Facility Final Clarifier to the

NWWWTP Domestic Treatment Facility Aerobic Basins. It has been discovered from the

upgrades of the blower system that were completed in 2018, that the pumped treatment effluent

flow from the NWWWTP Industrial Treatment Facility would affect the efficiency and

operation of the NWWWTP Domestic Treatment Facility Aeration Basins. Rerouting the

treated effluent flow of the NWWWTP Industrial Treatment Facility to the Headworks of the

NWWWTP Domestic Treatment Facility will solve this issue.

WW2101 – NWWWTP REPLACE PUMPS AND NFD’S AT DOMESTIC INFLUENT PUMP

STATION

This project consists of the replacement of the existing pumps and variable frequency drives

that are part of the domestic influent pump station located at the Northwest Wastewater

Treatment Plant (NWWWTP).

The existing domestic influent pumps are nearing the end of their useful life and the City has

recently had to replace one of the existing pumps due to failure. The remaining three pumps

are currently operating at 83% of the design capacity and are near their end of the useful

lifespan. In addition the variable frequency drives VFDs that start the pumps are also the same

age and are nearing the end of their useful life. There has been recent failures at the NWWWTP

of the drives of age and model.

WW2102 - NWWWTP PHOSPHOROUS REDUCTION FEASIBILITY STUDY &

OPTIMIZATION PLAN

This project will provide for the preparation of a Phosphorous Reduction Feasibility Study and

Optimization Plan as required for the National Pollution Discharge Elimination System

(NPDES) Permit for Northwest Wastewater Treatment Plant (NWWWTP).

On January 10th, 2020, the City was issued a NPDES permit from the Illinois Environmental

Protection Agency which permits the discharge of the treated effluent from the NWWWTP

into Federal and State waters. This new permit has included a list of new special conditions

that the City must comply with to meet this permit that were not on previous permits. One of

the special conditions is the preparation and submission of a Feasibility Study that identifies

the method, timeframe, and costs of reducing phosphorus levels in its discharge to a level

consistently meeting a potential future effluent limit of 1.0 mg/L, 0.5mg/L and 0.1 mg/L. The

study shall evaluate the construction and O & M costs of the application of these limits on a

monthly, seasonal and annual average basis. Another special condition for the permit is the


development and submission to the State of a Phosphorous Discharge Optimization Plan. In

developing the plan, the City is reevaluate a range of measures, operational improvements, and

minor facility modifications that will optimize reductions in phosphorous discharges from the

NWWWTP. This project is required for compliance with said permit.

WW2103 – SEWWTP PHOSPHOROUS REDUCTION FEASIBILITY STUDY &

OPTIMIZATION PLAN

This project will provide for the preparation of a Phosphorous Reduction Feasibility Study and

Optimization Plan as required for the National Pollution Discharge Elimination System

(NPDES) Permit for Southeast Wastewater Treatment Plant (SEWWTP).


Protection Agency which permits the discharge of the treated effluent from the SEWWTP into

Federal and State waters. This new permit has included a list of new special conditions that

the City must comply with to meet this permit that were not on previous permits. One of the

special conditions is the preparation and submission of a Feasibility Study that identifies the

method, timeframe, and costs of reducing phosphorus levels in its discharge to a level

consistently meeting a potential future effluent limit of 1.0 mg/L, 0.5mg/L and 0.1 mg/L. The

study shall evaluate the construction and O & M costs of the application of these limits on a

monthly, seasonal and annual average basis. Another special condition for the permit is the

development and submission to the State of a Phosphorous Discharge Optimization Plan. In

developing the plan, the City is reevaluate a range of measures, operational improvements, and

minor facility modifications that will optimize reductions in phosphorous discharges from the

SEWWTP. This project is required for compliance with said permit.

WW2104 – SEWWTP NUTRIENT ASSESSMENT REDUCTION PLAN

This project will provide for the preparation of a Nutrient Assessment Reduction Plans as

required for the National Pollution Discharge Elimination System (NPDES) Permit for

Southeast Wastewater Treatment Plant (SEWWTP).


Protection Agency which permits the discharge of the treated effluent from the SEWWTP into

Federal and State waters. This new permit has included a list of new special conditions that

the City must comply with to meet this permit that were not on previous permits. It was stated

in the permit that SEWWTP facility discharges into a waterbody segment that is at risk for

eutrophication. It was further stated that the City shall develop, or be part of a watershed group

that develops a Nutrient Assessment Reduction Plan (NARP). This project is required for

compliance with said permit.

WW2105 – NWWWTP NUTRIENT ASSESSMENT REDUCTION PLAN

This project will provide for the preparation of a Nutrient Assessment Reduction Plans as

required for the National Pollution Discharge Elimination System (NPDES) Permit for

Northwest Wastewater Treatment Plant (NWWWTP).


Protection Agency which permits the discharge of the treated effluent from the NWWWTP

into Federal and State waters. This new permit has included a list of new special conditions

that the City must comply with to meet this permit that were not on previous permits. It was

stated in the permit that NWWWTP facility discharges into a waterbody segment that is at risk


for eutrophication. It was further stated that the City shall develop, or be part of a watershed

group that develops a Nutrient Assessment Reduction Plan (NARP).

This project is required for compliance with said permit.

FY2021


(FY 2021 thru FY 2025)

Summary

and

Budget Information

City of Carbondale Project No: 5 YR SUM

FY2021 Five-Year Capital Improvement Program (CIP) Project Group: OVERALL CIP SUMMARY

Revised Date: 03/27/2020

Revised Time: 10:03:44 AM

Project Description: TOTAL SUMMARY OF ALL PROJECTS FOR 5 YEAR CIP Prior Years Costs

Expenditure Year Project Estimated Total Budgeted

Total Total Cost Actual Prior Years Future Year

Cost Category Estimated 5 Year FY2021 FY 2022 FY 2023 FY 2024 FY 2025 Thru Cost for Project Obligations

Cost Cost FY 2019 FY 2020 Cost Not Expended

Miscellaneous Costs: 0 0 0 0 0

Preliminary Engineering:

520 Eng. Svc. Div. 0 0 0 0 0

521 Contractual 0 0 0 0 0

Design Engineering

530 Eng. Svc. Div. 1,584,729 1,000,200 185,500 196,700 187,500 249,500 181,000 399,956 184,573 584,529

531 Contractual 5,751,888 4,505,500 1,392,000 1,283,500 571,500 707,000 551,500 353,632 892,756 1,246,388

Resident Engineering

540 Eng. Svc. Div. 2,152,703 1,549,000 311,500 307,500 348,000 279,000 303,000 441,355 92,348 533,703 70,000

541 Contractual 482,628 386,000 110,500 57,500 70,000 120,000 28,000 1,628 5,000 6,628 90,000

Property Acquisition:

550 Eng. Svc. Div. 0 0 0 0 0

552 Legal Svc. Div. 5,000 0 0 5,000 5,000

553 Contractual 54,500 45,000 45,000 0 9,500 9,500

555 Land Purchase 874,250 575,000 575,000 0 299,250 299,250

556 Easements 0 0 0 0 0

558 Relocation 0 0 0 0 0

Construction:

560 City Labor & Materials 272,317 10,000 10,000 188,443 73,874 262,317

565 Contractual 58,010,096 42,882,350 5,406,350 6,243,000 16,038,000 9,365,000 5,830,000 5,856,468 2,447,791 8,304,259 6,823,487

580 Contingency 615,000 25,000 25,000 90,000 0 90,000 500,000

595 Capitalized Interest 0 0 0 0 0

Project Totals: 69,803,111 50,978,050 8,050,850 8,088,200 17,215,000 10,720,500 6,903,500 7,331,482 4,010,092 11,341,574 7,483,487

Project Funding

Source Code Division

FB-SC 47300 0 0 0 0 0

FB-GR 44007 18,379,843 15,662,682 1,514,600 2,013,582 4,318,500 4,115,500 3,700,500 867,019 638,104 1,505,124 1,212,037

TF (GF) 44007 0 0 0 0 0

TF (TIF) 41401 0 0 0 0 0

TF (TIF) 41501 1,118,000 0 0 0 0 1,118,000

LGA 0 0 0 0 0

SA 44007 0 0 0 0 0

FA 44007 0 0 0 0 0

LOAN 44007 0 0 0 0 0

GOB 44007 0 0 0 0 0

GRANT (Other) 44007 22,932,056 15,477,818 949,900 1,787,918 9,720,000 3,020,000 2,609,235 373,004 2,982,238 4,472,000

0 0 0 0 0

0 0 0 0 0

FB-SC 47150 12,950 10,350 10,350 0 0 0 2,600

TF (GF) 47150 0 0 0 0 0

TF (47200) 47150 0 0 0 0 0

LOAN 47150 0 0 0 0 0

FB-UR 47044 11,952,749 8,352,200 2,095,000 2,399,700 1,181,000 1,579,500 1,097,000 2,080,077 1,075,472 3,155,549 445,000

TF (GF) 47044 0 0 0 0 0

TF (TIF) 47044 0 0 0 0 0

SA 47044 0 0 0 0 0

FA 47044 0 0 0 0 0

LOAN 47044 0 0 0 0 0

0 0 0 0 0

FB-UR 47045 12,375,663 9,612,000 2,524,500 1,005,500 1,970,500 2,005,500 2,106,000 1,7

City of Carbondale, Illinois FY2021 5 Year Capital ......Mar 26, 2020 · City of Carbondale FY2021...

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Transcript of City of Carbondale, Illinois FY2021 5 Year Capital ......Mar 26, 2020 · City of Carbondale FY2021...