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HomeMy Public PortalAbout03-11-2024 COW Agenda and PacketCommittee of the Whole Workshop of the President and the Board of Trustees Monday, March 11, 2024 7:00 PM 24401 W. Lockport Street Plainfield, IL 60544 In the Boardroom Agenda A.CALL TO ORDER, ROLL CALL, PLEDGE B.APPROVAL OF THE MINUTES B.1.Approval of the Minutes of the Committee of the Whole Workshop held on February 26, 2024. 02-26-2024 COW Minutes C.PRESIDENTIAL COMMENTS D.TRUSTEES COMMENTS E.PUBLIC COMMENTS (3-5 minutes) F.WORKSHOP F.1.LOCKPORT STREET BYPASS FEASIBILITY STUDY/I-55 INTERCHANGES UPDATE Staff along with Strand Associates will review alternatives for the roadway connection, including a no-build alternative, between Lockport Street and 143rd Street along with an update on the I-55 Interchanges project. 2024 Lockport Street Bypass Feasibility Study-2023Update DRAFT F.2.22850 W. RENWICK ROAD – LAKE INFILL & REDEVELOPMENT PROPOSAL Seeking Village Board input related to a proposal to conduct construction debris grinding and fill operations at the subject property to create a redevelopment opportunity. Renwick Lake Staff Report Packet F.3.2024-2025 DRAFT FISCAL YEAR BUDGET Staff will present the 2024-2025 Draft Fiscal Year Budget for the Street Department, Capital Improvement, TIF, MFT, Bond & Interest, Alcohol Enforcement and DARE 1 Committee of the Whole Workshop of the President and the Board of Trustees Page - 2 Funds. 3-11-24 COW Streets Budget 3-11-24 COW Capital Fund Budget 3-11-24 COW Misc Funds Budget Performance Report 3-7-24 REMINDERS - •March 14 Historic Preservation Commission – 7:00 p.m. •March 18 Village Board Meeting – 7:00 p.m. •March 20 Plan Commission – 7:00 p.m. – Note date change (Wednesday) •March 25 Next Committee of the Whole Workshop – 7:00 p.m. 2 Minutes of the Committee of the Whole Workshop of the President and the Board of Trustees Held on February 26, 2024 In the Boardroom Mayor Argoudelis called the meeting to order at 7:00 p.m. Board present: Mayor Argoudelis, Trustee Kiefer, Trustee Larson, Trustee Ruane, Trustee Wojowski, Trustee Bonuchi, and Trustee Kalkanis. Others present: Joshua Blakemore, Administrator; Amy De Boni, Community Relations Director; James Kastrantas, IT Director; Scott Threewitt, Public Works Director; Jake Melrose, Economic Development Director; Jon Proulx, Planning Director; Traci Pleckham, Management Services Director; Lonnie Spires, Building Official; and Robert Miller, Chief of Police. There were approximately 40 persons in the audience. Trustee Larson moved to approve the Minutes of the Committee of the Whole Workshop held on February 12, 2024. Second by Trustee Kiefer. Voice Vote. All in favor, 0 opposed. Motion carried. PRESIDENTIAL COMMENTS Mayor Argoudelis: Administered the Oath of Office to Brad Malcolm, Police Sergeant. Encouraged residents to contact the Village Board or staff with concerns, comments, or thoughts. TRUSTEE COMMENTS Trustee Bonuchi: Congratulated Sergeant Malcolm. Commented on the YMCA Gala Fundraiser and thanked everyone involved. Trustee Larson: Congratulated Sergeant Malcolm and commented on growth in the Police Department. Thanked the first responders in advance of the potential bad weather. Trustee Kiefer congratulated Sergeant Malcolm and commented on including the Board in celebrating milestones. Trustee Wojowski congratulated Sergeant Malcolm and commented that it is an important day in the officers lives. Trustee Ruane congratulated Sergeant Malcolm and commented on the upcoming retirement of Sergeant Munson. PUBLIC COMMENTS No Comments. 3 Village of Plainfield Committee of the Whole Meeting Minutes – February 26, 2024 Page 2 WORKSHOP 1) HAWK AUTO DEALERSHIP DEVELOPMENT (CASE NO. 2036-120723.SPR.FP) Director Melrose stated that the petitioner, Hawk Auto, is proposing to construct a new car dealership on a vacant 89-acre parcel located approximately at 16761 IL Route 59 just north of Rolf Road and Plainsman Terrace subdivision. The applicant is seeking site plan approval and re-approval of the previously approved final plat. The proposed site is zoned B3 Highway Business District and auto sales are considered a permitted use in the subject zoning district. The new proposed Hawk Auto car dealership contains four separate buildings, each containing a separate dealer, with each building ranging in size from 16,900 square feet to 28,700 square feet. Two dealerships are currently moving forward at this time, Cadillac and Volkswagen, which are for the two southern buildings. Hawk Auto is seeking approval of the full master plan of the site and the other two dealerships will come in under administrative site plan review and final engineering. Director Melrose noted that the applicant has incorporated staff suggestions regarding landscape buffer and lighting and is dark sky compliant. Representatives of Hawk Auto gave a presentation highlighting the site plan. There was some general discussion regarding landscaping, trees, lighting, and stormwater management. Trustee Ruane noted that landscaping and lighting requirements should be consistent with the previously approved auto dealership and did not have an issue amending the plan if necessary. Trustee Larson noted that landscaping should not impede sightline. Staff will continue working with the applicant and bring the proposal to a Board meeting for formal consideration. 2) WOODMAN’S FOOD MARKET DEVELOPMENT (CASE NO. 2041- 010724.AA.REZ.SU.SPR.PP) Director Melrose stated the applicant, Woodman’s Market, is requesting annexation by annexation agreement, as well as rezoning from R-1 to B-3, a special use for a planned development (PD), site plan review, and preliminary plat of subdivision review to permit the construction of a Woodman’s grocery store with a gas station, car wash and oil change center along with 7 other outlots on approximately 36 acres at the northeast corner of S. Route 59 and W. 119th Street. The commercial development consists of nine (9) lots, landscaping buffers, stormwater detention, and accesses via S. Route 59 and W. 119th Street. A significant portion of the development includes the Woodman’s Food Market store, fuel station, convenience store, car wash, and oil change center, compromising of 27.3 acres. Outlots will be developed in forthcoming phases and will be considered for future site plan reviews. Representatives of Woodman’s Food Market Development gave a presentation highlighting the site plan, traffic study, and infrastructure improvements. Trustee Larson suggested putting the traffic plan on the Village’s website. Trustee Kiefer suggested reaching out to Wheatland Township regarding 119th Street improvements. Trustee Ruane suggested incorporating pedestrian access. Mr. Alman Aseer, adjacent property owner, indicated that he is willing to cooperate with Woodman’s. 4 Village of Plainfield Committee of the Whole Meeting Minutes – February 26, 2024 Page 3 Staff will continue working with the applicant and bring the proposal to a Board meeting for formal consideration. 3) SWC FRASER ROAD & IL ROUTE 59 CONCEPT PLAN Director Melrose stated that the applicant is seeking preliminary input from the Board of Trustees for a concept plan illustrating a townhome residential and commercial development on approximately 14.69 acres at the southwest corner of Fraser Road and Illinois Route 59. If the applicant proceeds to a formal process, the petitioner would be pursuing a planned development to allow for additional townhome dwelling units as well as a zoning map amendment to rezone and subdivide part of the subject site to R-3 Townhome Residential District. The applicant gave a presentation highlighting the concept plan. Trustee Ruane stated that he likes the concept and likes the architecture but expressed concern with the density of the townhomes, lack of storage, and the first two units along Fraiser. Trustee Ruane suggested incorporating more open space. Trustee Kiefer stated that he does not have an issue with the townhomes and suggested incorporating measures to help shield the existing community. Trustee Larson stated that she likes the commercial aspect and additional parking. Trustee Larson expressed concern with the boomerang shaped parking, density, height difference between townhomes and existing residences, access point off Fraiser, location of dog park, and detention area. Trustee Kalkanis stated that she likes the commercial but expressed concern regarding density and shielding of the existing residences. Trustee Bonuchi expressed concern regarding the density and urged consideration for shielding the existing residences. 3)2024-2025 DRAFT FISCAL YEAR BUDGET Village staff gave a presentation highlighting the 2024-2025 Draft Fiscal Year Budget for the Administration Department including the legislative division, Administration and Management Services, Community Relations, Information Technology, Human Resources, Building Maintenance, and Legal. Staff highlighted the potential for a special census and estimated additional revenues. Director Pleckham then reviewed the budget summary for the Administration Department. the General Fund Revenues, and the budget timeline. There were no objections to the 2024-2025 Draft Fiscal Year Budget for the Administration Department. Mayor Argoudelis thanked staff and read the reminders. Trustee Bonuchi moved to adjourn. Second by Trustee Larson. Voice Vote. All in favor, 0 opposed. Motion carried. The meeting adjourned at 9:30 p.m. Michelle Gibas, Village Clerk 5 R:\JOL\Documents\Reports\Active\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\Covers\!Front Cover (Teal=Transportation).docx Report Village of Plainfield, IL February 2024 Lockport Street Bypass Feasibility Study–2023 Update DRAFT-02/29/2024 6 Report for Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Prepared by: STRAND ASSOCIATES, INC.® IDFPR No. 184-001273 1170 South Houbolt Road Joliet, IL 60431 www.strand.com February 2024 DRAFT-02/29/2024 7 i TABLE OF CONTENTS Page No. or Following SECTION 1–PURPOSE AND NEED 1.01 Background .............................................................................................. 1-1 1.02 Purposed and Need for a Lockport Street Bypass .................................... 1-4 1.03 Report Objectives ..................................................................................... 1-6 1.04 Abbreviations and Definitions ................................................................... 1-7 SECTION 2–ALTERNATIVES 2.01 General .................................................................................................... 2-1 2.02 Alternative Considerations ........................................................................ 2-3 2.03 Initial Alternatives ..................................................................................... 2-6 SECTION 3–ENVIRONMENTAL CONSTRAINTS 3.01 Land Use .................................................................................................. 3-1 3.02 Environment ............................................................................................. 3-6 3.03 General Regulations ................................................................................. 3-9 SECTION 4–EVALUATION (OPC) 4.01 Land lmpacts ............................................................................................ 4-1 4.02 Costs ........................................................................................................ 4-1 4.03 Summary .................................................................................................. 4-8 TABLES 1.02-1 Traffic Forecasts (vpd).............................................................................. 1-4 2.04-1 Screening ................................................................................................. 2-9 4.01-1 Lockport Street Bypass Alternative–Impact Evaluation ............................. 4-1 4.02-1 Alternative 6A OPC Breakdown ................................................................ 4-3 4.02-2 Alternative 6B OPC Breakdown ................................................................ 4-4 4.02-3 Alternative 8 OPC Breakdown .................................................................. 4-5 4.02-4 Alternative 9 OPC Breakdown .................................................................. 4-6 4.02-5 Alternative 10 OPC Breakdown ................................................................ 4-8 4.03-1 OPC and Impact Summary ....................................................................... 4-8 DRAFT-02/29/2024 8 TABLE OF CONTENTS Continued Page No. or Following ii FIGURES 1.01-1 Regional Roadway Network Around the Village ....................................... 1-1 1.01-2 2023 Daily Traffic Volumes ....................................................................... 1-2 1.01-3 Draft Preferred Interchanges Alternative Being Considered by IDOT ....... 1-3 1.02-1 Projected 2050 Daily Traffic Volumes with Possible New Interchange Alternatives .............................................................................................. 1-5 2.01-1 Proposed Bypass Typical Section ............................................................ 2-1 2.01-2 Proposed Concurrent Lockport/Bypass Typical Section ........................... 2-2 2.02-1 Property Owners ...................................................................................... 2-3 2.03-1 Alternative 6A ........................................................................................... 2-7 2.03-2 Alternative 6B ........................................................................................... 2-7 2.03-3 Alternative 8 ............................................................................................. 2-8 2.03-4 Alternative 9 ............................................................................................. 2-8 2.03-5 Alternative 10 ........................................................................................... 2-9 3.01-1 Village Comprehensive Plan–Parks and Open Space Plan ...................... 3-1 3.01-2 Village Comprehensive Plan–Future Land Use Plan ................................ 3-2 3.01-3 Village Recreational Lands new the Project Limits–Area 15 (Avery Preserve and Four Seasons Park) and Area 17 (The Reserve) ..... 3-3 3.01-4 Sportsman’s Clubs in Study Area ............................................................. 3-4 3.02-1 USFWS Wetland Mapping for Project Area, Effective September 7, 2023 3-7 3.02-2 FEMA Mapping for Project Area, Effective February 15, 2019 .................. 3-8 APPENDICES APPENDIX A–LOCKPORT STREET BYPASS ALTERNATIVES APPENDIX B–OPC SUMMARY DRAFT-02/29/2024 9 SECTION 1 PURPOSE AND NEED DRAFT-02/29/2024 10 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 1–Purpose and Need Prepared by Strand Associates, Inc. 1-1 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S1.docx\022724 1.01 BACKGROUND The Village of Plainfield, Illinois (Village) is currently served by one United States (US) highway (US 30) and two state highways (Illinois Route [IL] 59 and IL 126). US 30 has a full-access interchange on Interstate 55 (I-55) southeast of the Village, and IL 126 has a directional interchange that transports traffic to and from the City of Chicago northeast of the Village. The location of the Village in relation to I-55 is shown in Figure 1.01-1. Figure 1.01-1 Regional Roadway Network Around the Village DRAFT-02/29/2024 11 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 1–Purpose and Need Prepared by Strand Associates, Inc. 1-2 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S1.docx\022724 The 2023 daily traffic volumes, shown on the Illinois Department of Transportation (IDOT) Web site, on the highways in and around the Village are shown in Figure 1.01-2. Two primary intersections within the Village are the intersection of US 30 and IL 59 with Lockport Street and the intersection of US 30 and IL 59 with IL 126. Currently these intersections are congested during the evening peak hour. Currently, IDOT and the Villages of Bolingbrook, Romeoville, and Plainfield are studying the possibility of adding an interchange along I-55 between Weber Road and US 30. There are currently six I-55 alternatives that are being considered: 1. No-Build Alternative. 2. Alternative 5–Single-point urban interchange (SPUI) at Airport Road/Lockport Street. 3. Alternative 16–Spread diamond interchange at IL 126 and I-55. The new southbound entrance ramp and northbound exit ramp to and from I-55 would tie into the IL 126 and Essington Road intersection. Figure 1.01-2 2023 Daily Traffic Volumes DRAFT-02/29/2024 12 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 1–Purpose and Need Prepared by Strand Associates, Inc. 1-3 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S1.docx\022724 4. Alternative 28–Diamond interchange at IL 126 and I-55, with full access to all movements on I-55. IL 126 would be realigned and require a new bridge over I-55. 5. Alternative 29–Partial diamond interchange at IL 126 and I-55, with full access to all movements on I-55. This alternative includes a flyover ramp for the I-55 northbound to IL 126 traffic. 6. Alternative 30–Dog bone interchange at Airport Road/Lockport Street. A combination of Alternatives 5 and 28 were identified as the preferred alternative identified in the draft I-55 Interchange Improvements (FAI 55) at Airport Road/Lockport Street and at IL 126 and Essington Road Environmental Assessment. This draft Environmental Assessment is undergoing additional refinement and revisions as it follows the National Environmental Policy Act (NEPA) process toward final approval. Figure 1.01-3 provides schematic illustrations of the draft preferred alternative. Figure 1.01-3 Draft Preferred Interchange Alternative Being Considered by IDOT DRAFT-02/29/2024 13 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 1–Purpose and Need Prepared by Strand Associates, Inc. 1-4 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S1.docx\022724 1.02 PURPOSE AND NEED FOR A LOCKPORT STREET BYPASS The additions and improvements of these interchanges on I-55 will increase traffic along Lockport Street into the Village. Lockport Street is currently a two-lane minor arterial between I-55 and IL 59, with an existing 2023 vehicles per day (vpd) of approximately 8,850. Traffic projections provided by the Chicago Metropolitan Agency for Planning (CMAP) indicated with the construction of the Lockport Street at I-55 interchange, the traffic on Lockport Street is anticipated to increase. Table 1.02-1 provides the forecasts for main roads through the Study Area in vpd assuming that a Lockport Street Bypass is not constructed and that the 143rd East Street Extension (a separate ongoing project in the Village) will be constructed by 2050. To lower the impact of the additional traffic, specifically trucks and other regional or subregional trips, a Lockport Street Bypass, between Lockport Street and IL 126 between IL 59 and I-55, is being evaluated as part of this feasibility study. This feasibility study revises and expands on a previous Lockport Street Feasibility Study (dated May 2015) to include additional alternatives in an expanded Study Area. It is also important to note that, in the draft I-55 Interchange Improvements (FAI 55) at Airport Road/Lockport Street and at IL 126 and Essington Road Environmental Assessment, IDOT mentions a potential Lockport Street Bypass but does not include it as part of the interchange alternatives. IDOT does not view a Lockport Street Bypass as essential to improving access to I-55. The increase in forecasted traffic on Lockport Street is of particular concern at the intersection of Lockport Street and IL 59. There the existing geometry and right-of-way (ROW) constraints pose challenges for trucks to navigate, as evident by the bent signs and paint scratches on the traffic signal mast arms. In particular, this is evident for the westbound Lockport Street to northbound IL 59 right-turning movement. Without a Lockport Street Bypass, this movement will be used by vehicles traveling from the IDOT proposed I-55 and Airport Road/Lockport Street interchange to and from destinations west of the Village. In addition, it is preferrable to the Village to minimize truck traffic heading west on Lockport Street through downtown Plainfield because of the high number of pedestrians, residential homes with driveway access on Lockport Street, and truck movements incompatibility with streetscaping. The traffic forecasts, provided by CMAP, also indicate that, without a Lockport Street Bypass, a portion of the traffic heading west on Lockport Street from I-55 will divert onto the Frontage Road and Segment 2023 Volume 2050 Volume Lockport Street from IL 59 to Frontage Road 8,850 11,00 Lockport Street from Frontage Road to west of I-55 Interchange 8,850 17,700 143rd Street Extension west of IL 126 Not built 16,100 143rd Street east of IL 126 1,700 6,700 Frontage Road between 143rd Street and Lockport Street Not known Not known IL 126 southwest of 143rd Street 15,500 8,400 IL 126 northeast of 143rd Street 15,500 17,800 Table 1.02-1 Traffic Forecasts (vpd) DRAFT-02/29/2024 14 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 1–Purpose and Need Prepared by Strand Associates, Inc. 1-5 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S1.docx\022724 143rd Street east of IL 126. The Frontage Road is currently a two-lane local road under IDOT jurisdiction. East of IL 126, 143rd Street is currently a two-lane rural local road under Plainfield Township (Township) and Village jurisdiction. There is no stop or signalized intersection at 143rd Street and the Frontage Road. Instead, an approximately 90-degree curve exists. CMAP did not have sufficient existing traffic data on the Frontage Road to develop a 2050 forecast. However, given that 143rd Street east of IL 126 continues onto the Frontage Road, a similar 2050 forecast to 143rd Street was assumed. The existing 143rd Street and Frontage Road were not originally constructed to accommodate the forecasted traffic volumes if the I-55 improvements are constructed without a bypass. An alternative that includes improvements to 143rd Street east of IL 126 and the Frontage Road to accommodate the forecasted traffic will be included in this feasibility study. Figure 1.02-1 graphically illustrates the projected 2050 volumes with an assumed Lockport Street Bypass. Figure 1.02-1 Projected 2050 Daily Traffic Volumes with Possible New Interchange Alternatives DRAFT-02/29/2024 15 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 1–Purpose and Need Prepared by Strand Associates, Inc. 1-6 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S1.docx\022724 The traffic modeling shows that 2050 traffic volumes on IL 126 and Lockport Street are significantly less west of the bypass than east of the bypass or, in the case where no bypass is constructed, the Frontage Road. For Lockport Street, the difference is 10,200 to 11,200 vpd. Additionally, the bypass is projected to carry between 8,800 and 10,400 vpd, in the 2050 design year. This suggests the bypass would remove a substantial amount of traffic from the Village’s downtown if a new I-55 interchange at Lockport Street was constructed. It also suggests that the bypass would support subregional trips that are not destined for the Village but for origins and destinations beyond the Village. If a new interchange is constructed on I-55 at Airport Road/Lockport Street, a Lockport Street Bypass is needed for the following reasons. 1. Traffic volumes on Lockport Street and US 30/IL 59 would grow to a level that the existing roadways may not be able to accommodate. The level of expansion required to accommodate these volumes could create unacceptable impacts. 2. The traffic volumes on 143rd Street east of IL 126 and the Frontage Road would grow to a level that the existing roadways may not be able to accommodate. The level of expansion required to accommodate these volumes could create unacceptable impacts. 3. The resulting increase in traffic volumes could considerably increase congestion to unacceptable levels in downtown Plainfield. 4. Without this connection, regional and subregional traffic may have to travel through the Village’s downtown, increasing delay for local, subregional, and regional trips. 5. Management and diversion of truck traffic away from the Village’s downtown area. 1.03 REPORT OBJECTIVES Because the Lockport Street Bypass would provide an important traffic movement function if a new interchange was introduced on I-55 at Airport Road/Lockport Street, the Village desires to investigate potential alignments for the bypass, as identified in the Village’s Transportation and Mobility Goals. The Study Area proposed for the Lockport Street Bypass has several environmental constraints. By proactively identifying an alignment, corridor environmental and socioeconomic impacts can be minimized, and the corridor can be preserved. This report documents the study findings by: 1. Identifying potential environmental and socioeconomic constraints that would affect alignment options. 2. Developing a conceptual Lockport Street Bypass cross section and evaluation of the corridor width. 3. Developing and evaluating potential bypass alignments. 4. Obtaining public input for the Lockport Street Bypass options. 5. Recommending a proposed Lockport Street Bypass corridor alignment for preservation. DRAFT-02/29/2024 16 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 1–Purpose and Need Prepared by Strand Associates, Inc. 1-7 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S1.docx\022724 1.04 ABBREVIATIONS AND DEFINITIONS BLR Bureau of Local Roads CFR Code of Federal Regulations CMAP Chicago Metropolitan Agency for Planning ComEd Commonwealth Edison FEMA Federal Emergency Management Agency FHWA Federal Highway Administration FPDWC Forest Preserve District of Will County I-55 Interstate 55 IDNR Illinois Department of Natural Resources IDOT Illinois Department of Transportation IL Illinois mph miles per hour NEPA National Environmental Policy Act OPC Opinions of Probable Cost Park District Plainfield Park District ROW right-of-way SPUI single-point urban interchange SUP shared use path Township Plainfield Township TWLTL two-way left-turn lane WOTUS Waters of the United States US United States USDOT United States Department of Transportation USFWS United States Fish and Wildlife Service US 30 United States Highway Route 30 vpd vehicles per day Village Village of Plainfield Vulcan Vulcan Materials DRAFT-02/29/2024 17 SECTION 2 ALTERNATIVES DRAFT-02/29/2024 18 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-1 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 2.01 GENERAL The study reviewed a reasonable range of alternatives that would provide a bypass route for traffic to travel to and from origins and destinations west of IL 59 and the potential I-55 at Airport Road/Lockport Street interchange. The initial alternatives were developed after discussions with property owners and stakeholders and were developed in a way that minimized property and natural environmental impacts. A. Lockport Street Bypass Roadway Geometrics To understand the long-term impacts of a possible bypass corridor, the study developed a three-lane typical section and includes a sidewalk and a shared use path (SUP), as detailed in the Bureau of Local Roads (BLR) Manual and in accordance with Village Ordinances. The corridor requires a 100-foot ROW that accommodates one 12-foot lane in each direction and a 12-foot median with turn lane or a two-way left-turn lane (TWLTL) (in accordance with Figure 32-2G of the BLR Manual). The section also would include a 10-foot SUP on one side of the roadway and a 5-foot sidewalk on the opposite side of the roadway. The typical section for the Lockport Street Bypass is shown in Figure 2.01-1. The horizontal alignments of the alternatives were designed using a 45-mile-per-hour (mph) design speed, in accordance with the Village Ordinance, where feasible. Where geometric challenges exist, a 40-mph design speed was used. It is anticipated that the Lockport Street Bypass will be classified as a major collector; therefore, a WB-55 design vehicle was used to design the turning radii and intersections along the Lockport Street Bypass (Figure 34-1G of the BLR Manual). The IL 126 intersection at 143rd Street will accommodate a WB-65 design vehicle making all turning movements (in accordance with Figure 36-1.V of the Bureau of Design and Environment Manual). B. Concurrent Lockport Street/Lockport Street Bypass Roadway Geometrics In several alternatives under consideration, the Lockport Street Bypass is located west of the existing Lockport Street and Frontage Road intersection. In these alternatives, the forecasted traffic volumes by CMAP of Lockport Street from the Frontage Road to the split of Lockport Street and Figure 2.01-1 Proposed Bypass Typical Section DRAFT-02/29/2024 19 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-2 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 Lockport Street Bypass is 22,200 vpd. This traffic volume would exceed the capacity of the existing two-lane rural typical section on Lockport Street. For this concurrent section of Lockport Street/Lockport Street Bypass, this study developed a five-lane typical section and includes sidewalk and a SUP, as detailed in the BLR Manual and in accordance with Village Ordinances. The corridor requires a 120-foot ROW that accommodates a five-lane urban roadway, two 12-foot lanes in each direction, and a 12-foot flush striped median with turn lane or a TWLTL (in accordance with Figure 32-2E of the BLR Manual). The section also would include a 10-foot SUP on one side of the roadway and a 5-foot sidewalk on the opposite side of the roadway. The typical section for the concurrent Lockport Street/Lockport Street Bypass is shown in Figure 2.01-2. The horizontal alignments of the alternatives were designed using a 55-mph design speed where feasible (in accordance with the Village Ordinance) and 40-mph design speed (in accordance with Figure 32-2E of the BLR Manual) where geometric challenges exist. It is anticipated that the comingled section of Lockport Street and Lockport Street Bypass would be classified as a minor arterial; therefore, a WB-55 design vehicle was used to design the turning radii and intersections in this section (Figure 34-1G of the BLR Manual). C. SUP Alternative Portions of several alternatives are adjacent and parallel to the Commonwealth Edison (ComEd)-owned property that contain transmission lines. Discussions with ComEd personnel in May 2014 indicated a willingness to allow construction of the SUP on ComEd-owned property north and east of the existing high-voltage transmission towers. This has been accomplished with other ComEd transmission corridors through the use of an easement. The path would serve the dual purpose of bicycle and pedestrian accommodations and, if necessary, transmission tower access. Figure 2.01-2 Proposed Concurrent Lockport Street/Bypass Typical Section DRAFT-02/29/2024 20 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-3 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 2.02 ALTERNATIVE CONSIDERATIONS The primary landowners that would be affected by a bypass are identified in Figure 2.02-1. The study team held discussions and corresponded with property owners and managers impacted by a Lockport Street Bypass. These discussions and correspondence provided the following requirements that were considered in the development of alternatives. A. Park District The Park District owns Four Seasons Park and the Avery Preserve that borders Lockport Street to the north. The Four Seasons Park is a Section 4(f) property, according to 23 Code of Federal Regulations (CFR) 774. According to this federal regulation, federal monies cannot be used for projects that impact Section 4(f) properties unless there is no feasible and prudent alternative to the use of the land. A provision of this regulation allows impacts (even if there are alternatives), as long as the impacts are of a de minimis (small) in nature. Meaning they do not affect the attributes, activities, or features of the park. Additional restrictions and requirements exist on the use of Section 6(f) property. The Avery Preserve, while called a "preserve,” is not part of the state-designated forest preserves. The Illinois Department of Natural Resources (IDNR) also stated in a response dated January 26, 2024, that the property was not improved or purchased through Open Space Lands Acquisitions and Development grants or Land and Water Conservation Fund grants. For these reasons, siting a roadway alternative that minimizes impacts to the Four Seasons Park and the Avery Preserve is necessary. Discussions with the Park District Executive Director indicated the Park District would prefer to have an alternative that avoids impacts to the park or preserve. The potential IDOT I-55 at Airport Road/Lockport Street interchange study impacts the Four Seasons Park and further impacts by a bypass would not be agreeable to the Park District. The Park District would also not support an alternative that would split the Avery Preserve into two separate parcels. B. Forest Preserve District of Will County (FPDWC) The Lake Renwick Preserve is part of the FPDWC and contains 839 acres of land for recreation and preservation. Discussions with FPDWC representatives revealed the following considerations: 1. The FPDWC expressed concerns regarding Alternatives 4, 9, and 10 and their potential impact to the northern portion of the Lake Renwick property. One concern was potential impacts to the trail north of the lake due to the widening of Figure 2.02-1 Property Owners DRAFT-02/29/2024 21 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-4 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 Lockport Street. FPDWC was unaware of any drainage concerns between the existing roadway and existing trail. 2. ROW acquisition will be difficult for the parcels directly south of Lockport Street. FPDWC mentioned that the Lake Renwick area included forest preserves, nature preserves, land and water reserves, and Illinois Natural Area Inventory sites that were acquired with Land and Water Conservation funds or Open Space Land Acquisition and Development funds. 3. The FPDWC expressed a desire for the project to include a bicycle and pedestrian crossing from the south to the north side of Lockport Street. The potential improvements, by IDOT, at the Lockport Street and Frontage Road intersection was mentioned as a possible crossing location. C. Township The Township maintains 143rd Street between IL 126 and the Frontage Road, except for a 300- to 400-foot section west of the Frontage Road. The Township maintains the 143rd Street bridge over Lily Cache Creek. The Township noted that additional crossroad culverts were installed under 143rd Street to allow water to drain from the Bass and Gill Club property to the Deer Creek Recreation Club property. South of Lockport Street, near the existing intersection of Lockport Street and Frontage Road, is the Township office building. The septic field for the office building is located to the north of the building. D. Vulcan Materials (Vulcan) Vulcan is nearing the end of its mining operations at the quarry and evaluating other industrial, commercial, and residential development opportunities. Discussions with Vulcan representatives revealed the following considerations: 1. Any development on Vulcan’s property would want access to IL 126 and Lockport Street. 2. Vulcan’s early discussions with potential developers have indicated that the Lockport Street Bypass alternatives that use Vulcan’s existing property would limit the development’s size because of the required setback from public ROW and the development type. 3. If the bypass is located on existing Vulcan property, Vulcan would prefer the alignment be shifted to the east toward Lily Cache Creek to maximize the land available for potential development. The portion of the alignment that follows the existing access road alignment, was not anticipated to negatively impact development opportunities, and would assist with providing access to the 143rd Street and IL 126 intersection. DRAFT-02/29/2024 22 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-5 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 4. There is a potential for a small commercial property development near the existing Vulcan access road and Lockport Street intersection. Bypass alignments adjacent to this area could assist with this potential development. 5. Vulcan leases portions of its property to Ozinga for its facility and to the Pure Rod and Gun Club for parking. 6. Vulcan anticipated that developers would consider the northeast corner of Vulcan’s property near Pure Rod and Gun Club and ComEd a potential location for detention. E. IDOT IDOT is partnering with the Villages of Bolingbrook, Romeoville, and Plainfield on the I-55 environmental study. IDOT mentions a potential Lockport Street Bypass but does not include it in any interchange alternatives. IDOT does not view a Lockport Street Bypass as essential to improve access to I-55. IDOT is proceeding through the environmental process detailed in the NEPA and desires coordination between the studies. IDOT indicated that impacting the Lake Renwick County Forest Preserve would require a series of state and federal approvals. F. Deer Creek Recreation Club Members of the Deer Creek Recreation Club provided the following comments. 1. Deer Creek Recreation Club expressed concerns regarding all alternatives that were presented, as all alternatives will disrupt wildlife, cause noise impacts, and harm the environment. 2. Deer Creek Recreation Club uses the southwest, south, and east portions of its property for bow and/or slug hunting. Several alignments place a roadway on or adjacent to these hunting areas. The northwest portion of the Deer Creek Recreation Club property includes several campsites available for the club’s membership to rent. It was noted that Alternative 10 would impact this campsite area. 3. Increased traffic on 143rd Street was a concern for alternatives that used 143rd Street as part of the route. 4. Deer Creek Recreation Club indicated much of the property is a wetland and typically floods two to three times per year. 5. Deer Creek Recreation Club questioned the need for the I-55 at Airport Road/Lockport Street interchange that is being studied by IDOT. G. ComEd Utility Line Several alternatives border and impact land owned by ComEd. The ComEd transmission corridor contains several high-voltage towers. If a tower relocation is necessary, costs for each tower could DRAFT-02/29/2024 23 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-6 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 approach or exceed $1,000,000. Preliminary corridor layouts were sent to ComEd in March 2014 and July 2023 to obtain initial comments regarding alternative layouts. A meeting with representatives from ComEd was held on May 8, 2014, and on July 12, 2023. Key discussion items included the following. 1. ComEd’s design review process would be required if the bypass uses ComEd-owned property. If the bypass uses a ComEd easement, a separate permit process would handle the review. There are existing ComEd easements. 2. ComEd would generally prefer crossings as close to perpendicular as possible. In correspondence after the meeting, ComEd indicated that a skewed angle would not be permitted. 3. The transmission corridor is sized to handle two sets of transmission lines. ComEd anticipates this second set will be installed in the future. 4. ComEd stated that the edge of the new road ROW must be a minimum of 50 feet from the edge of any transmission structure foundation. At the existing crossing on Lockport Street, the existing ROW appears to be approximately 50 feet from the existing transmission structure foundation. 5. ComEd sometimes allows recreational easements for paths along its transmission corridors. If this occurs, ComEd prefers the SUP to be located between the two transmission lines. The SUP must be at a minimum of 15 feet from the edge of any structure foundation. H. Other Stakeholders The remaining stakeholders along 143rd Street and the Frontage Road were sent letters providing background on the purpose and need of this feasibility study and the alternatives. To date, the Village has received one response from a property owner. The property owner indicated if the Lockport Street Bypass is constructed, they would prefer impacts to occur along the existing roadway that abuts their property. 2.03 INITIAL ALTERNATIVES The Lockport Street Bypass Feasibility Study (dated May 2015) developed six original alternatives. The recommend alternative from the Lockport Street Bypass Feasibility Study (dated May 2015) consisted of using Vulcan’s existing south access road, portions of the ComEd-owned property, and intersected IL 126 south of the existing ComEd transmission towers to tie into a planned 143rd Street Extension. Since 2015, the alignment of the 143rd Street Extension has been revised to intersect IL 126 north of the existing ComEd transmission towers. Because of this change in the intersection location, and the environmental impacts, ROW impacts, Opinions of Probable Costs (OPC), and other factors as described in the Lockport Street Bypass Feasibility Study (dated May 2015), all six of the original alternatives have been eliminated from further study. DRAFT-02/29/2024 24 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-7 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 The current Lockport Street Bypass Feasibility Study–2023 Update, develops new alternatives for the Lockport Street Bypass. The new alternatives are described as the following and are provided in Appendix A. A. No-Build Alternative The Lockport Street Bypass would not be constructed as part of this No-Build Alternative. This has the lowest cost of all proposed alternatives and least impacts to surrounding property including ComEd, the local recreation clubs, Vulcan, Park District, and FPDWC. The I-55 and IL 126 interchange could be constructed as part of this No-Build Alternative. If the -55 at Airport Road/Lockport Street interchange is not constructed, the No-Build Alternative would be the preferred alternative. B. Alternative 6A Alternative 6A generally follows the existing 143rd Street and the Frontage Road alignments. This alternative avoids impacts to Vulcan, ComEd, FPDWC, and the Avery Preserve. Impacts to the properties along 143rd Street and the Frontage Road are generally limited to the existing properties frontage. There will be one crossing over Lily Cache Creek on 143rd Street. Alternative 6A will also improve access to undeveloped property along the corridor. C. Alternative 6B Alternative 6B will, similar to Alternative 6A, use a large portion of the existing 143rd Street and Frontage Road alignments. The roadway will follow the existing Frontage Road alignment until it reaches just north of the ComEd-owned property. Alternative 6B will then follow ComEd-owned property westward until turning north to 143rd Street. After intersecting with 143rd Street, it would continue west along the existing 143rd Street alignment to Figure 2.03-1 Alternative 6A Figure 2.03-2 Alternative 6B DRAFT-02/29/2024 25 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-8 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 IL 126. This alternative avoids impacts to Vulcan, ComEd, FPDWC, and the Avery Preserve. This alternative has impacts to the east side of Deer Creek Recreation Club. Only one Lily Cache Creek crossing is proposed for this alternative. D. Alternative 8 Alternative 8 alters the Lockport Street and Frontage Road intersection to become a skewed intersection to encourage traffic onto the Lockport Street Bypass that would bisect Four Seasons Park and the Avery Preserve. The alignment would head north along the property lines of both the Oak Park Sportsman’s Club and Deer Creek Recreation Club. After intersecting with 143rd Street, it would continue west along the existing 143rd Street alignment to IL 126. Only one Lily Cache Creek crossing is proposed for this alternative, along with one impact to ComEd’s property. E. Alternative 9 The alternative will follow the existing Lockport Street alignment westward until turning northward along the existing Vulan south access road. The route will then head east over the Lily Cache Creek through the Deer Creek Recreation Club property until it reaches the same alignment as Alternative 8. ComEd will be impacted twice along the alternative, while three crossings are needed over the Lily Cache Creek. The proposed roadway will provide access to nearby undeveloped land near I-55 and 143rd Street. Figure 2.03-3 Alternative 8 Figure 2.03-4 Alternative 9 DRAFT-02/29/2024 26 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-9 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 F. Alternative 10 Like Alternative 9, Alternative 10 will run along Lockport Street and turn northward along the Vulcan access road. It will then continue along Vulcan’s north access road, cross the ComEd property and western edge of the Deer Creek Recreation Club to reach the IL 126 and 143rd Street intersection. 2.04 SCREENING The six alternatives were evaluated using general objectives. Table 2.04-1 summarizes the evaluation criteria and how each alternative addresses the criteria. A similar screening was previously presented to the Village Board on January 27, 2014, for the original alternatives in the Lockport Street Bypass Feasibility Study (dated May 2015). The screening results are discussed in the following sections. A. No-Build Alternative The No-Build Alternative minimizes impacts to the Park District, FPDWC, Vulcan, the recreation clubs, and ComEd. This alternative does not require additional ComEd crossings nor Lily Cache Creek crossings. If the I-55 at Airport Road/Lockport Street interchange is constructed, there will be impacts to traffic on Lockport Street as discussed in Section 1.02 Purpose and Need for a Lockport Street Bypass. If the I-55 at Airport Road/Lockport Street interchange is not constructed, the No-Build Alternative would be the preferred alternative. Figure 2.03-5 Alternative 10 Evaluation Criteria No Build 6A 6B 8 9 10 Minimize impacts to the Park District Good Fair Fair Poor Fair Fair Minimize impacts to FPDWC Good Good Good Good Fair Fair New/improved Lily Cache Creek crossings 0 1 1 1 3 1 Minimize impacts to Vulcan Good Good Good Good Fair Poor Minimize impacts to the recreation clubs Good Fair Fair Poor Poor Poor Provide access to undeveloped lands Poor Good Good Good Good Fair New or expanded ComEd crossing 0 1 1 1 2 2 Brought Forward? Yes Yes No No No Yes Table 2.04-1 Screening DRAFT-02/29/2024 27 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-10 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 B. Alternative 6A Alternative 6A follows 143rd Street and the Frontage Road entirely. The widening of the existing roadways and improved intersection of 143rd Street and Frontage Road will impact properties along the corridor but will be predominately limited to the frontage of those properties. There are geometric and ROW impacts at the Four Seasons Park and intersection with Lockport Street. The I-55 at Airport Road/Lockport Street interchange study by IDOT already impacts Four Season Park and includes relocation of existing parking. Additional impacts may not be feasible without impacting the existing ballfields. The intersection of the Frontage Road and Lockport Street is also being improved as part of the interchange study and may not accommodate trucks, to take this route given the sharp turn necessary to go to and from Lockport Street at the Frontage Road. C. Alternative 6B Alternative 6B follows the 143rd Street until Deer Creek Recreation Club’s eastern property line and then heads south to just north of the ComEd property. Then the alignment heads east to the Frontage Road, which is then followed south to Lockport Street. This will provide access to the undeveloped lands, largely avoid impacts to the FPDWC and Park District, and only cross ComEd’s utility lines once at an existing location. However, when compared to Alternative 6A (which follows 143rd Street and the Frontage Road entirely), this alternative impacts Deer Creek Recreation Club and further reduces the available land for development. D. Alternative 8 Alternative 8 uses 143rd Street and heads south at the property lines crossing the northern ComEd property. Then it turns southeast and generally follows the ComEd property line until reaching the Lockport Street and Frontage Road intersection. This alternative has one Lily Cache Creek crossing and one ComEd crossing. This alternative does split the Avery Preserve and Four Seasons Park and may impact the existing Park District maintenance facility. E. Alternative 9 The southern half of Alternative 9 follows Lockport Street and Vulcan’s access road. It then crosses ComEd-owned property and Lily Cache Creek, heads east through Deer Creek Recreation Club property until reaching its eastern property line then heads north to 143rd Street. While this alternative avoids significant impacts to the Park District properties and provides access to the undeveloped lands, this alignment is the longest of all alternatives, includes three bridges over Lily Cache Creek and two ComEd crossings, and significantly impacts the Deer Creek Recreation Club. DRAFT-02/29/2024 28 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 2–Alternatives Prepared by Strand Associates, Inc. 2-11 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S2.docx\022924 F. Alternative 10 Alternative 10 proposed alignment will run along Lockport Street and turn northward along the Vulcan access roads until close to the northwest corner of the Deer Creek Recreation Club where the roadway cuts across ComEd property and through a portion of Deer Creek Recreation Club’s property, ultimately tying into the 143rd Street and IL 126 intersection on a curve. The intersection geometrics at the 143rd Street and IL 126 intersection impact Deer Creek Recreation Club and requires the alignment to cross ComEd’s property at a skew. Impacts to the Park District and FPDWC are largely avoided except for widening along Lockport Street. While this alternative crosses ComEd property on a skew, further refinement may be feasible to reduce the skew to an acceptable level to ComEd. DRAFT-02/29/2024 29 SECTION 3 ENVIRONMENTAL CONSTRAINTS DRAFT-02/29/2024 30 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-1 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 3.01 LAND USE A. Village and the Park District The Village's Comprehensive Plan is currently being updated. The figures and references throughout this section are from the Comprehensive Plan (from April 2013). Changes to the future land use plan are anticipated. The proposed bypass is located in Sections 10 and 11, Township 36 North, Range 9 East. The planned land use for the Study Area associated with the Lockport Street Bypass has not changed. Figure 3.01-1 shows the Village’s Parks and Open Space Plan. Source: https://portal.laserfiche.com/Portal/DocView.aspx?id=200313&repo=r-665e213e Figure 3.01-1 Village Comprehensive Plan–Parks and Open Space Plan DRAFT-02/29/2024 31 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-2 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 Figure 3.01-2 shows the Future Land Use Plan for the Study Area in the Village’s Comprehensive Plan. The alignment of the high-tension power lines and proposed transportation linkages are shown on the Future Land Use Plan. The Park District owns parkland within the Village’s planning area. This land includes Avery Preserve and Four Seasons Park. Avery Preserve is an approximately 60-acre natural resource area that is passively managed with an emphasis on habitat protection and restoration. While called a “preserve,” it is not part of the state-designated forest preserves. IDNR also stated in a response dated January 26, 2024, that the property was not improved or purchased through Open Space Lands Acquisition and Development grants nor Land and Water Conservation Fund grants. Lands owned by the Park District south of Avery Preserve, west of Lily Cache Creek, and directly adjacent to Lockport Street include a disc golf course and a practice field. Four Seasons Park is approximately 70 acres and is used as a recreational park. It contains parking, facilities, lighted and unlighted baseball fields, football and soccer fields, and playground structures. Both facilities offer natural areas and river access. The Avery Preserve and Four Seasons Park also contains a “Special Use” area with a linear greenway that is leased from ComEd. Source: https://portal.laserfiche.com/Portal/DocView.aspx?id=200314&repo=r-665e213e Figure 3.01-2 Village Comprehensive Plan–Future Land Use Plan DRAFT-02/29/2024 32 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-3 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 B. Privately Held Recreational Lands and Sport Clubs There are substantial recreational lands owned by private conservation organizations or sportsmen’s clubs east of the Village in areas of former gravel and sand mining quarries. Old borrow-pit lands and lakes were purchased by many organizations in the last several decades after the lands were no longer productive for mining. The Deer Creek Recreation Club, Pure Rod and Gun Club, Bass and Gill Club, and Oak Park Sportsmen Club are located within the Study Area for the Lockport Street bypass. These lands are normally held by a corporation and fees are charged for annual memberships. The Figure 3.01-3 Village Recreational Lands near the Project Limits–Area 15 (Avery Preserve and Four Seasons Park) and Area 17 (The Reserve) DRAFT-02/29/2024 33 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-4 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 memberships allow camping, hunting, fishing, swimming, and general recreation on the club lands. Membership funds are used for stocking, habitat, or structural improvements. Figure 3.01-4 illustrates the locations of sportsmen’s clubs in the Study Area. Deer Creek Recreation Club is located at 22823 East 143rd Street in the Village, southeast of the intersection of IL 126 and 143rd Street. This club will likely be affected by all alignments under consideration. This private club is approximately 270 acres and provides membership-based recreation activities related to camping, swimming, fishing, hunting, and general recreation. The club contains two lakes, a recreation hall, a club house, two pavilions, and trap and archery shooting ranges. Pure Rod and Gun Club is north and west of the Vulcan property and gains its main access from IL 126. It has approximately 153 acres of land and open water. The club includes buildings and facilities. Activities include fishing, boating, hiking, camping, picnicking, and hunting. Oak Park Sportsmen’s Club is north of the Four Seasons Park and is accessed from the Frontage Road. This club owns approximately 80 acres. The club provides opportunities for fishing, but focuses on various shooting activities, such as black powder shooting, archery, pistol shooting, and rifle shooting. Chobar’s Towing City Utility Equipment Bass and Gill Club Figure 3.01-4 Sportsman’s Clubs in Study Area DRAFT-02/29/2024 34 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-5 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 C. Vulcan Vulcan owns the quarry located between Lockport Street and 143rd Street. Its lands are generally west of the floodplains and wetlands of Lily Cache Creek. The entire 228-acre parcel is under active quarry management, although in recent years the quarry has been less active. Approximately 15 percent of the site is open water with the remaining portion in various stages of mining. Discussions with company representatives indicate that the quarry is nearing the end of its mining operations at evaluating other industrial, commercial, and residential development opportunities. The quarry contains one access roadway from IL 126 to Lockport Street, which generally borders Lily Cache Creek on the west side. There are two permitted water discharges from the quarry to Lily Cache Creek. One discharge is located on the south side of the property, and the other discharge is near the pond located south of the office and scale. The quarry currently rents buildings on the north portion of the property to Ozinga Ready Mix Concrete. Bordering Lockport Street on the south side of the property are storage buildings, a parking area, and a telecommunications tower. The buildings are currently leased to other users. D. ComEd A ComEd high-voltage power line exists at the eastern border of the northern one-half of the Vulcan site and across Park District lands. The line continues south and north/northwest of the project Study Area. The ComEd line runs 6,600 linear feet across Sections 10 and 11. Land cover in the 150-foot corridor includes a grassy field, wetlands, and floodplains. ComEd leases a portion of the easement to the Park District. E. Lake Renwick Preserve Lake Renwick Preserve is an 839-acre habitat protection preserve created to protect the regionally significant 200-acre lake and surrounding wetlands and habitat. The preserve lies south of Lockport Street. The preserve is noted for providing a unique water bird nesting habitat. The preserve is jointly owned by the FPDWC and the Illinois Department of Conservation as a wildlife preserve. The main heron rookery and breeding protection and restoration area was acquired in 1989, and additional lands were acquired that extended the preserve boundary to Lockport Street between 1989 and 2010. The preserve is part of the Lily Cache Creek preservation system, which conserves approximately 1,000 acres of land in the water resource-rich area east of the Village. The 320-acre south-central portion of the site with the most unique and deserving habitat protection needs and usage was dedicated as an Illinois Nature Preserve in 1992. This dedication provides permanent protection for the natural resources at the preserve. DRAFT-02/29/2024 35 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-6 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 Wildlife at the preserve includes a variety of bird species such as the great blue heron and great egret. Structures were built on islands within the lake to provide nesting opportunities for the birds. The nature preserve is also home to a variety of common and rare plant species. The site is managed to enhance local habitat and includes periodic mowing, burning, and other brush removal activities targeted to protect and enhance its natural resources. The site provides for a substantial shared rookery with shore and wading birds normally found in five distinct areas in Illinois all present together in this area. Although no single species is endangered, this combination of nesting habitats is unique. The site is located south of Lockport Street. A map of the Lake Renwick Preserve is available on the FPDWC Web site at https://map.reconnectwithnature.org/publicwebmap/. 3.02 ENVIRONMENT A. Lily Cache Wetlands Lily Cache Creek travels through the Study Area and would be affected by all the alternatives considered. A portion of the Lily Cache Creek, Lily Cache Slough, and the Lily Cache Creek Watershed within the Study Area is protected by private and governmental conservation ownership. Lily Cache Creek is a major tributary of the Lower DuPage River. It originates in the Villages of Darien and Woodridge and flows southwest through the Villages of Bolingbrook and Plainfield before joining the main stem of the DuPage River in the City of Joliet, north of Caton Farm Road and west of I-55. The Lily Cache Creek watershed is approximately 17 square miles. Mainly, the creek includes slow-flowing wetlands and other drainage. The entire watershed is urban and nearly all the communities along its length are involved in protecting or improving the aesthetic, recreational, and wetland benefits of the waterway. Various greenways have been developed along the creek. A 49-acre Lily Cache wetlands parcel is part of the FPDWC and was acquired between 2007 and 2008. This preserve complements the collective Lily Cache Creek preservation system that protects approximately 1,000 acres of land in the nearly 11,000-acre watershed. B. Wetlands There are mapped wetlands, natural waterways and water bodies, and manmade artificial lakes and ponds in the project Study Area of the Lockport Street bypass. Many wetlands are associated with Lily Cache Creek and the deep-water habitats that were created from old quarry pits. The mapped wetlands from the United States Fish and Wildlife Service (USFWS) wetland mapper in Sections 10 and 11 include the following and are shown in Figure 3.02-1. 1. Freshwater riverine wetlands and emergent wetlands related to Lily Cache Creek and the associated floodplain. 2. Lake and freshwater forested/shrub wetlands related to the old quarry ponds and recreational clubs in the area. 3. Freshwater pond wetlands, lake wetlands, freshwater forested/shrub wetlands and freshwater emergent wetlands related to adjacent agriculturally developed land. DRAFT-02/29/2024 36 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-7 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 No Advance Identified Wetlands are located in Study Area. There is the potential that additional wetlands could exist in alternative areas that are not mapped. A growing season, project-specific wetland delineation would be required to identify hydric soils and unmapped wetlands and to confirm the extent of mapped wetland limits. C. Floodplains Floodplains of Lily Cache Creek and quarries are depicted in Figure 3.02-2. Regulatory floodplain elevations for the Lily Cache Creek area on Federal Emergency Management Agency (FEMA) floodplain panel No. 17197C0135G range from Zone AE elevations of 599 south of Lockport Street to elevations of 607 north and south of 143rd Street at IL 126. The FPDWC holds easements on some floodplains of the Lily Cache Creek and sloughs.1 The exact location and extent of these flood easements are not known. 1 The May 2009 Village of Plainfield Transit Oriented Development Plan Figure 3.02-1 USFWS Wetland Mapping for Project Area, Effective September 7, 2023 DRAFT-02/29/2024 37 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-8 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 D. Threatened and Endangered Species The USFWS Chicago Region–Ecological Field Office listing for threatened and endangered species includes: one mammal (northern long-eared bat), one bird (Whooping Crane), one reptile (Eastern Massasauga Snake), two insects (Hine's emerald dragonfly and Monarch butterfly), and three flowering plants (eastern prairie fringed orchid, Lakeside daisy, and Leafy Prairie Clover), according to the federal list available on the USFWS Web site as of February 27, 2024. Note that some species have specific affinities for the soil glades, dry prairies, and wetland or aquatic habitat that exist in the Study Area. Full field evaluation of potential habitat that could contain potential threatened or endangered species habitat is beyond the scope of this report but should be performed during the NEPA process. Source: FEMA Flood Panel 17197C0135G Figure 3.02-2 FEMA Mapping for Project Area, Effective February 15, 2019 DRAFT-02/29/2024 38 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-9 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 3.03 GENERAL REGULATIONS The costs associated with the Lockport Street bypass are significant and likely will require federal participation to build the facility. When federal money or permitting is required, a series of federal regulations influences the decision-making process. A series of federal regulations regarding parklands, wetlands, and floodplains are pertinent to selection of the recommended alternative. These regulations are summarized as follows. A. Parklands The United States Transportation Bill of 1966 included the Section 4(f) provision that required the Federal Highway Administration (FHWA) and state departments of transportation to not use or acquire ROW from publicly owned parks, recreational areas, wildlife and waterfowl refuges, or public and private historic sites unless the following apply: 1. There is no feasible and prudent avoidance alternative to the use of land. 2. The action includes all possible planning to minimize harm to the property resulting from such use. 3. FHWA determines that the use of the property, including measures to minimize harm, will have a de minimis (insignificant) impact, as defined in 23 CFR 774.17, on the property. Since 1966, this provision has been brought forth with subsequent highway transportation bills, acts, and codes. The United States Department of Transportation’s (USDOT) Section 4(f) law is contained in 49 USC 303, 23 USC 138, and the FHWA’s regulations, and final rule is contained in 23 CFR 774. Section 4(f) applies only to the actions of agencies within the USDOT, including the FHWA. FHWA is responsible for Section 4(f) applicability determinations, evaluations, findings, and overall compliance for highway projects. Section 6009 of the Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users amended existing Section 4(f) legislation. It simplified the process and approval of projects that have only de minimis impacts on lands impacted by Section 4(f). De minimis impacts are those that do not adversely affect the features, attributes, or activities of the property. Additionally, the project must use all possible planning to minimize harm, such as avoidance, minimization, mitigation, and enhancement measures. B. Wetlands Section 404 of the Clean Water Act requires permit authorization from the United States Army Corps of Engineers for the discharge of dredged or fill material into Waters of the United States (WOTUS), including wetlands. A 404 Permit is required if the project area is located on public or private property, regardless of funding source and irrespective of the type of environmental action. DRAFT-02/29/2024 39 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-10 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 Discharge of fill material means the placement of any material into WOTUS, including wetlands, for the purpose of converting an aquatic site to upland. These water bodies are defined for inland fresh waters as follows: 1. The traditional navigable WOTUS, including adjacent wetlands. 2. All tributaries to interstate navigable WOTUS, including adjacent wetlands. 3. Interstate waters and their tributaries, including adjacent wetlands. 4. WOTUS and waters isolated from the tributary system whose degradation and destruction could affect interstate commerce or other WOTUS. 40 CFR 230.10 of the Federal Code of Regulations states the following: “Although all requirements in Sec. 230.10 must be met, the compliance evaluation procedures will vary to reflect the seriousness of the potential for adverse impacts on the aquatic ecosystems posed by specific dredged or fill material discharge activities. (a) Except as provided under section 404(b)(2), no discharge of dredged or fill material shall be permitted if there is a practicable alternative to the proposed discharge which would have less adverse impact on the aquatic ecosystem, so long as the alternative does not have other significant adverse environmental consequences. (1) For the purpose of this requirement, practicable alternatives include, but are not limited to: (i) Activities which do not involve a discharge of dredged or fill material into the waters of the United States or ocean waters; (ii) Discharges of dredged or fill material at other locations in waters of the United States or ocean waters; (2) An alternative is practicable if it is available and capable of being done after taking into consideration cost, existing technology, and logistics in light of overall project purposes. If it is otherwise a practicable alternative, an area not presently owned by the applicant which could reasonably be obtained, utilized, expanded or managed in order to fulfill the basic purpose of the proposed activity may be considered. (3) Where the activity associated with a discharge which is proposed for a special aquatic site (as defined in subpart E) does not require access or proximity to or siting within the special aquatic site in question to fulfill its basic purpose (i.e., is not "water dependent"), practicable alternatives that do not involve special aquatic sites are presumed to be available, unless clearly demonstrated otherwise. In addition, where a discharge is proposed for a special aquatic site, all practicable alternatives to the proposed discharge which do not involve a discharge into a special aquatic site are presumed to have less adverse impact on the aquatic ecosystem, unless clearly demonstrated otherwise.” DRAFT-02/29/2024 40 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 3–Environmental Constraints Prepared by Strand Associates, Inc. 3-11 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S3.docx\022924 C. Floodplains Presidential Executive Order 11988 and 23 CFR 650 Subpart A require federal agencies to avoid the long- and short-term adverse impacts associated with the occupancy and modification of floodplains. In implementing the Executive Order, it is the FHWA’s policy to: 1. Encourage prevention of uneconomic, hazardous, or incompatible use and development in the floodplain. 2. Avoid longitudinal or other significant encroachments where practicable. 3. Minimize impacts that adversely affect base floodplains. 4. Restore and preserve the natural and beneficial floodplain values. 5. Avoid support of incompatible floodplain development. 6. Be consistent with the intent of the Standards and Criteria of the National Flood Insurance Program and local floodplain management. If encroachment is performed, a finding of no practical alternative must be made. 23 CFR 650.133 states the following: “Sec. 650.113 Only practicable alternative finding. (a) A proposed action which includes a significant encroachment shall not be approved unless the FHWA finds that the proposed significant encroachment is the only practicable alternative. This finding shall be included in the final environmental document (final environmental impact statement or finding of no significant impact) and shall be supported by the following information: (1) The reasons why the proposed action must be located in the flood plain, (2) The alternatives considered and why they were not practicable, and (3) A statement indicating whether the action conforms to applicable State or local flood-plain protection standards.” DRAFT-02/29/2024 41 SECTION 4 EVALUATION (OPC) DRAFT-02/29/2024 42 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 4–Evaluation (OPC) Prepared by Strand Associates, Inc. 4-1 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S4.docx\022924 4.01 LAND IMPACTS Minimizing ROW impacts was a primary consideration in the layout of each alternative. The alternatives, presented in Section 2.03–Initial Alternatives, will affect to varying degrees an existing quarry, wetlands, park lands, recreation clubs, farmland, and utilities. The preliminary impacts of each alternative are summarized in Table 4.01-1 and are approximated based on the available data. 4.02 COSTS A. General Assumptions The study developed OPCs for the three alternatives. The OPCs are based on the following assumptions and limitations. 1. Quantities and costs are based on the conceptual horizontal layout. No vertical layout or design was performed. 2. Costs are given in 2024 dollars. 3. Unit prices from previous IDOT bid tabs were used in the development of the OPC. 4. For the purposes of this study, the cost of rural, park land, and recreation club ROW acquisition is estimated at $250,000 per acre, and commercial ROW acquisition is estimated at $300,000 per acre. As alternatives are further investigated, a professional appraiser should be sought to provide a more accurate estimate of value. 5. Costs associated with the acquisition of land rights from ComEd are estimated at $300,000 per acre. This does not include the cost for relocating or adjusting the height of the existing power lines to meet vertical clearance requirements. No Build 6A 6B 8 9 10 ROW (Acre) Overall 0 7.7 16.8 20.8 21.9 29.5 Rural 0 2.8 10.3 5.0 4.1 4.1 Commercial 0 2.4 3.2 4.2 8.9 14.5 Parks 0 0.0 0.0 4.8 3.0 2.7 Recreation Clubs 0 2.4 3.2 4.2 5.4 7.3 ComEd 0 0.1 0.1 2.6 0.5 0.9 Impacts Wetlands (Acre) 0 5.5 9.3 7.5 8.5 0.5 Relocations 0 0 0 1 01 01 ROW Parcels 0 12 9 11 16 12 ComEd Towers Relocations 0 0 0 0 3 1 1The existing buildings located on Vulcan’s parcel are anticipated to be removed as part of a larger redevelopment of the parcel and, therefore, are not considered impacts. Table 4.01-1 Lockport Street Bypass Alternative–Impact Evaluation DRAFT-02/29/2024 43 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 4–Evaluation (OPC) Prepared by Strand Associates, Inc. 4-2 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S4.docx\022924 6. Geotechnical data and hydrologic information were not available for structure layouts. Revisions to conceptual structure lengths may be necessary if actual structure design occurs. 7. On-street bicycle accommodations are not included in the alternatives. A SUP is included on one side of the proposed roadway, and a sidewalk is included on the other side of the proposed roadway, in accordance with current subdivision development standards. 8. The proposed cross section will generally consist of an urban cross section with curb and gutter, storm sewer, and the following typical section thicknesses: a. Roadway (1) 12-inch asphalt (2) 4-inch aggregate subbase b. SUP (1) 3-inch asphalt (2) 8-inch base aggregate c. Sidewalk (1) 5-inch concrete (2) 4-inch base aggregate B. Alternative 6A Alternative 6A includes reconstructing and widening the Frontage Road from northeast of the Lockport Street and Frontage Road intersection to 143rd Street and 143rd Street from the Frontage Road to east of the IL 126 and 143rd Street intersection from a two-lane rural roadway to a three-lane urban roadway, approximately 9,950 linear feet. This includes removal of the existing pavement and replacing the existing 143rd Street Culvert over the Lily Cache Creek with a bridge structure. The total estimated deck area of the new structure is 2,800 square feet. Using a unit cost of $375 per square foot for the bridge structure yields an estimated cost of $1,050,000. On the Frontage Road, the roadway improvements would start east of the future main Four Season Park’s parking lot entrance; however, sidewalk would be extended on the south side of the Frontage Road to the Lockport Street and Frontage Road intersection. On 143rd Street between IL 126 and Lily Cache Creek sections of retaining walls are anticipated on both the north side and south side of 143rd Street to reduce the grading limits and impacts to nearby properties. The bypass would tie into the 143rd Street and IL 126 intersection with only minor modifications to southeast leg of the intersection. Approximately 8,000 square feet of retaining wall is required along the proposed improvement. The average unit price for retaining walls of this quantity and in this geographical location is $125 per square foot of retaining wall. The cost to construct the retaining wall is estimated at $1,000,000. DRAFT-02/29/2024 44 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 4–Evaluation (OPC) Prepared by Strand Associates, Inc. 4-3 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S4.docx\022924 Approximately 7.7 acres of property, from 12 parcels, would need to be acquired for this alternative. This results in a total cost of approximately $2,050,000 in ROW acquisition. In addition, this alternative impacts wetland resulting in approximately $825,000 in wetland mitigation. Table 4.02-1 summarizes the major costs of Alternative 6A. An OPC breakdown is shown in Appendix B. C. Alternative 6B Alternative 6B includes reconstructing and widening the Frontage Road from northeast of the Lockport Street and Frontage Road intersection to north of the east to west ComEd transmission lines from a two-lane rural roadway to a three-lane urban roadway, for approximately 2,700 linear feet. On the Frontage Road, the roadway improvements would start east of the future main Four Season Park’s parking lot entrance. Sidewalk would be located on the south side of the Frontage Road to the Lockport Street and Frontage Road intersection. The alignment then heads west to the western property line of the farmland and then heads north to reach 143rd Street. This segment of the bypass is approximately 4,800 linear feet. This decreases the amount of future developable land, impacts to wetlands, and requires a new bridge structure over the Lily Cache Creek. The total estimated deck area of the new structure is 9,800 square feet. The northern portion of the bypass on 143rd Street includes reconstructing and widening 143rd Street from a two-lane rural roadway to a three-lane urban roadway, for approximately 2,000 linear feet. Sections of retaining walls are anticipated on the north and south side of 143rd Street to reduce the grading limits and impacts to nearby properties. The bypass would then tie into the 143rd Street and IL 126 intersection with only minor modifications to the 143rd Street extension. Item Probable Cost Bypass Road Length (miles) 1.88 Roadway Costs $13,077,400 Structures $2,050,000 Mobilization $756,400 Design Contingency $3,176,800 Utilities, Wetland, and ROW Compensable Utilities $762,400 Wetland Mitigation $825,000 Relocate ComEd Tower $0 ROW acquisition $2,050,000 Construction Engineering $1,334,200 Total $24,032,200 Table 4.02-1 Alternative 6A OPC Breakdown DRAFT-02/29/2024 45 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 4–Evaluation (OPC) Prepared by Strand Associates, Inc. 4-4 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S4.docx\022924 Approximately 8,000 square feet of retaining wall is required along the proposed improvement. The average unit price for retaining walls of this quantity and in this geographical location is $125 per square foot of retaining wall. The cost to construct the retaining wall is estimated at $1,000,000. Approximately 16.8 acres of property, from nine parcels, would need to be acquired for this alternative. This results in a total cost of approximately $4,365,000 in ROW acquisition. In addition, this alternative impacts the largest acreage of wetlands of any alternative resulting in approximately $1,395,000 in wetland mitigation. Table 4.02-2 summarizes the major costs of Alternative 6B. An OPC breakdown is shown in Appendix B. D. Alternative 8 This alternative would reconfigure the Lockport Street and Frontage Road intersection by realigning Lockport Street and the Frontage Road to intersect at a skew. The alignment of this alternative would tie into the realigned Lockport Street alignment to encourage traffic to take the bypass. The bypass alignment would then head northwest north of the Lily Cache Creek before heading north. To accommodate the realignment of Lockport Street and the Frontage Road, relocation of a Park District facility will be required in the northwest quadrant of the Lockport Street and Frontage Road intersection. The anticipated total relocation cost of this 50- by 100-foot metal maintenance shed is $1,250,000. The alignment then heads north and generally follows the western property lines of the farmland north to reach 143rd Street. This decreases the amount of future developable land, impacts wetlands, and requires a new bridge structure over the Lily Cache Creek. The total estimated deck area of the new structure is 9,800 square feet. From the Lockport Street and Frontage Road intersection to 143rd Street the bypass is approximately 6,400 linear feet. Item Probable Cost Bypass Road Length (miles) 1.91 Roadway Costs $13,208,300 Structures $4,675,000 Mobilization $894,200 Design Contingency $3,755,500 Utilities, Wetland, and ROW Compensable Utilities $901,300 Wetland Mitigation $1,395,000 Relocate ComEd Tower $0 ROW acquisition $4,365,000 Construction Engineering $1,577,300 Total $30,771,600 Table 4.02-2 Alternative 6B OPC Breakdown DRAFT-02/29/2024 46 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 4–Evaluation (OPC) Prepared by Strand Associates, Inc. 4-5 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S4.docx\022924 The northern portion of the bypass on 143rd Street includes reconstructing and widening 143rd Street from a two-lane rural roadway to a three-lane urban roadway, for approximately 2,000 linear feet. Sections of retaining walls are anticipated on the north and south side of 143rd Street to reduce the grading limits and impacts to nearby properties. The bypass would then tie into the 143rd Street and IL 126 intersection with only minor modifications to the 143rd Street East extension. Approximately 8,000 square feet of retaining wall is required along the proposed improvement. The average unit price for retaining walls of this quantity and in this geographical location is $125 per square foot of retaining wall. The cost to construct the retaining wall is estimated at $1,000,000. Approximately 20.8 acres of property, from 11 parcels, would need to be acquired for this alternative. This results in a total cost of approximately $6,790,000 in ROW acquisition. In addition, this alternative impacts wetlands resulting in approximately $1,125,000 in wetland mitigation. Table 4.02-3 summarizes the major costs of Alternative 8. An OPC breakdown is shown in Appendix B. E. Alternative 9 Alternative 9 includes reconstructing and widening Lockport Street from the Lockport Street and Frontage Road intersection to a location near the existing southern Vulcan access road, from a two-lane rural roadway to a five-lane urban roadway, for approximately 2,800 linear feet. This includes removal of the existing pavement, widening the existing Lockport Street bridge structure over the Lily Cache Creek, and relocating a ComEd tower to accommodate the widen five-lane urban roadway. Item Probable Cost Bypass Road Length (miles) 1.84 Roadway Costs $14,824,100 Structures $4,675,000 Mobilization $975,000 Design Contingency $4,094,800 Utilities, Wetland, and ROW Compensable Utilities $982,800 Wetland Mitigation $1,125,000 Relocate ComEd Tower $0 ROW Acquisition and Relocations $6,790,000 Construction Engineering $1,719,800 Total $35,186,500 Table 4.02-3 Alternative 8 OPC Breakdown DRAFT-02/29/2024 47 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 4–Evaluation (OPC) Prepared by Strand Associates, Inc. 4-6 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S4.docx\022924 Between Lockport Street and 143rd Street, the alignment of Alternative 9 crosses Lily Cache Creek twice via two proposed structures. The total estimated deck area of the two new structures is 33,600 square feet. The new southern structure is also anticipated to require the relocation of two additional ComEd towers to meet vertical clearance requirements between the bridge deck and ComEd transmission lines. Sections of retaining walls are anticipated on both sides of Lily Cache Creek and along the bypass that generally follows the existing south Vulcan access road to reduce the grading limits, floodplain impacts, wetland impacts, and impacts to nearby properties. From Lockport Street to 143rd Street the bypass is approximately 6,400 linear feet. The northern portion of the bypass includes reconstructing and widening 143rd Street from a two-lane rural roadway to a three-lane urban roadway for approximately 0.5 miles. Sections of retaining walls are anticipated on the north and south side of 143rd Street to reduce the grading limits and impacts to nearby properties. The bypass would then tie into the 143rd Street and IL 126 intersection with only minor modifications to the 143rd Street extension. Approximately 33,000 square feet of retaining wall is required along the proposed improvement. The average unit price for retaining walls of this quantity and in this geographical location is $125 per square foot of retaining wall. The cost to construct the retaining walls is estimated at $4,125,000. Approximately 21.9 acres of property, from 16 parcels, would need to be acquired for this alternative. This results in a total cost of approximately $5,945,000 in ROW acquisition. In addition, this alternative impacts wetlands resulting in an approximate $1,275,000 in wetland mitigation. Table 4.02-4 summarizes the major costs of Alternative 9. An OPC breakdown is shown in Appendix B. Item Probable Cost Bypass Road Length (miles) 2.37 Roadway Costs $17,413,900 Structures $18,635,000 Mobilization $1,802,400 Design Contingency $7,570,300 Utilities, Wetland, and ROW Compensable Utilities $1,816,900 Wetland Mitigation $1,275,000 Relocate ComEd Tower $3,000,000 ROW Acquisition $5,945,000 Construction Engineering $3,179,500 Total $60,638,000 Table 4.02-4 Alternative 9 OPC Breakdown DRAFT-02/29/2024 48 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 4–Evaluation (OPC) Prepared by Strand Associates, Inc. 4-7 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S4.docx\022924 F. Alternative 10 Similar to Alternative 9, Alternative 10 includes reconstructing and widening Lockport Street from the Lockport Street and Frontage Road intersection to a location near the existing southern Vulcan access road, from a two-lane rural roadway to a five-lane urban roadway, for approximately 2,800 linear feet. This includes removal of the existing pavement, widening the existing Lockport Street bridge structure over the Lily Cache Creek, and relocating a ComEd tower to accommodate the widen five-lane urban roadway. Then the bypass then generally follows the existing southern and northern Vulcan access roads until curves into the IL 126 and 143rd Street Intersection, a length of approximately 5,700 linear feet. Sections of retaining walls are anticipated along the bypass that generally follows the existing south Vulcan access road and where the alignment sweeps into IL 126 and 143rd Street intersection to reduce the grading limits, floodplain impacts, wetland impacts, and impacts to nearby properties. This alternative would require reconstruction of south leg of the IL 126 and 143rd Street intersection to accommodate the bypass alignment. A portion of 143rd Street would be realigned to create a T-intersection with the bypass. The bypass crosses ComEd property at a skew but is located so that the existing and future ComEd towers would not be impacted. Approximately 12,000 square feet of retaining wall is required along the proposed improvement. The average unit price for retaining walls of this quantity and in this geographical location is $125 per square foot of retaining wall. The cost to construct the retaining walls is estimated at $1,500,000. Approximately 29.5 acres of property, from 12 parcels, would need to be acquired for this alternative. This is the largest amount of ROW needed of any alternative but is mainly from Vulcan’s parcels that may be redeveloped. This results in a total cost of approximately $8,645,000 in ROW acquisition. In addition, this alternative impacts the least acreage of wetlands of any alternative resulting in an approximately $75,000 in wetland mitigation. Table 4.02-5 summarizes the major costs of Alternative 10. An OPC breakdown is shown in Appendix B. DRAFT-02/29/2024 49 Village of Plainfield, Illinois Lockport Street Bypass Feasibility Study–2023 Update Section 4–Evaluation (OPC) Prepared by Strand Associates, Inc. 4-8 R:\JOL\Documents\Reports\Archive\2024\Plainfield, IL\LockportStBypassFeasStdy-2023Update.3766.012.RRS.Dec\Report\S4.docx\022924 4.03 SUMMARY Table 4.03 summarizes the costs and impacts of the three alternatives in detail. Unit No Build 6A 6B 8 9 10 Bypass Road Length Miles N/A 1.88 1.91 1.84 2.37 1.73 Roadway Costs 1,000 $ 0 13,077 13,208 14,824 17,414 13,272 Structures 1,000 $ 0 2,050 4,675 4,675 18,635 2,220 Mobilization 1,000 $ 0 756 894 975 1,802 775 Design Contingency 1,000 $ 0 3,177 3,756 4,095 7,570 3,253 Utilities, Wetland, and ROW 1,000 $ Compensable Utilities 1,000 $ 0 762 901 983 1,817 781 Wetland Mitigation 1,000 $ 0 825 1,395 1,125 1,275 75 Relocate ComEd Tower 1,000 $ 0 - - - 3,000 1,000 ROW Acquisition 1,000 $ 0 2,050 4,365 6,790 5,945 8,645 Construction Engineering 1,000 $ 0 1,334 1,577 1,720 3,180 1,366 Total Million $ 0 24.03 30.77 35.19 60.64 31.39 Impacts Impacts ROW needed Acres 0 7.7 16.8 20.8 21.9 29.5 Number of Parcels Each 0 12 9 11 16 12 Relocations Each 0 0 0 1 01 01 ComEd Tower Relocations Each 0 0 0 0 3 1 Parkland Required Acres 0 0 0 4.8 3 2.7 Sever Parkland? Yes/No No No No Yes No No 1The existing buildings located on Vulcan’s parcel are anticipated to be removed as part of a larger redevelopment of the parcel and, therefore, are not considered impacts. NA=not applicable Table 4.03-1 OPC and Impact Summary Item Probable Cost Bypass Road Length (miles) 1.73 Roadway Costs $13,272,400 Structures $2,220,000 Mobilization $774,600 Design Contingency $3,253,400 Utilities, Wetland, and ROW Compensable Utilities $780,800 Wetland Mitigation $75,000 Relocate ComEd Tower $1,000,000 ROW Acquisition $8,645,000 Construction Engineering $1,366,400 Total $31,387,600 Table 4.02-5 Alternative 10 OPC Breakdown DRAFT-02/29/2024 50 APPENDIX A LOCKPORT STREET BYPASS ALTERNATIVES DRAFT-02/29/2024 51 1 0 100 200 300 SCALE IN FEET ALTERNATIVE 6A OVERVIEWSHEET JOB NO. PROJECT MGR.NO.REVISIONSDATE:A S S O C I A T E S ® 3766.012 RyanSmi 2/27/2024 11:44:22 AMS:\JOL\3700--3799\3766\012\Drawings\CAD\CAD_Sheets\3766012-sht-Alt6A-Overview.dgn PLAINFIELD, ILLINOIS VILLAGE OF PLAINFIELDLOCKPORT STREET BYPASS STUDY2022-03-01LOCKPORT STREET BYPASSLOCKPORT STREET MATERIALS VULCAN AND GUN CLUB PURE ROD CLUB RECREATIONAL DEER CREEK DISTRICT) (PLAINFIELD PARK AVERY PRESERVE LILY CACHE CREEK (PLAINFIELD PARK DISTRICT) PARK FIELD FOUR SEASONS CLUB SPORTSMAN OAK PARK COMMONWEALTH EDISON PLAINFIELD, IL 60544 SOUTHWEST FRONTAGE ROAD PLAINFIELD, IL 60544 22555 W. 143RD STREET SERVICES CHOBAR'S TOWING EQUIPMENT AGGREGATE ILLINOIS PLAINFIELD, IL 60544 22629 W. 143RD STREET C O MMO N WEAL T H E DISO N IL ROUTE 126 143RD STREET INTERSTATE 55SOUTHWEST FRONTAGE ROADLIL Y CACHE CREEKWETLANDS PARK LANDS TRANSMISSION TOWERS CELL PHONE TOWERS PROPOSED ALIGNMENT KEY BASS AND GILL CLUB OF WILL COUNTY) (FOREST PRESERVE DISTRICT LAKE RENWICK PRESERVE OF WILL COUNTY) (FOREST PRESERVE DISTRICT PLAINFIELD TOWNSHIP DRAFT-02/29/2024 52 2 0 100 200 300 SCALE IN FEET ALTERNATIVE 6B OVERVIEWSHEET JOB NO. PROJECT MGR.NO.REVISIONSDATE:A S S O C I A T E S ® 3766.012 RyanSmi 2/27/2024 11:44:26 AMS:\JOL\3700--3799\3766\012\Drawings\CAD\CAD_Sheets\3766012-sht-Alt6B-Overview.dgn PLAINFIELD, ILLINOIS VILLAGE OF PLAINFIELDLOCKPORT STREET BYPASS STUDY2022-03-01LOCKPORT STREET BYPASSLOCKPORT STREET MATERIALS VULCAN AND GUN CLUB PURE ROD CLUB RECREATIONAL DEER CREEK DISTRICT) (PLAINFIELD PARK AVERY PRESERVE LILY CACHE CREEK (PLAINFIELD PARK DISTRICT) PARK FIELD FOUR SEASONS CLUB SPORTSMAN OAK PARK COMMONWEALTH EDISON PLAINFIELD, IL 60544 SOUTHWEST FRONTAGE ROAD PLAINFIELD, IL 60544 22555 W. 143RD STREET SERVICES CHOBAR'S TOWING EQUIPMENT AGGREGATE ILLINOIS PLAINFIELD, IL 60544 22629 W. 143RD STREET C O MMO N WEAL T H E DISO N IL ROUTE 126 143RD STREET INTERSTATE 55SOUTHWEST FRONTAGE ROADLIL Y CACHE CREEKWETLANDS PARK LANDS TRANSMISSION TOWERS CELL PHONE TOWERS PROPOSED ALIGNMENT KEY BASS AND GILL CLUB OF WILL COUNTY) (FOREST PRESERVE DISTRICT LAKE RENWICK PRESERVE OF WILL COUNTY) (FOREST PRESERVE DISTRICT PLAINFIELD TOWNSHIP DRAFT-02/29/2024 53 3 0 100 200 300 SCALE IN FEET ALTERNATIVE 8 OVERVIEWSHEET JOB NO. PROJECT MGR.NO.REVISIONSDATE:A S S O C I A T E S ® 3766.012 RyanSmi 2/27/2024 11:44:29 AMS:\JOL\3700--3799\3766\012\Drawings\CAD\CAD_Sheets\3766012-sht-Alt8-Overview.dgn PLAINFIELD, ILLINOIS VILLAGE OF PLAINFIELDLOCKPORT STREET BYPASS STUDY2022-03-01LOCKPORT STREET BYPASSLOCKPORT STREET MATERIALS VULCAN AND GUN CLUB PURE ROD CLUB RECREATIONAL DEER CREEK DISTRICT) (PLAINFIELD PARK AVERY PRESERVE LILY CACHE CREEK (PLAINFIELD PARK DISTRICT) PARK FIELD FOUR SEASONS CLUB SPORTSMAN OAK PARK COMMONWEALTH EDISON PLAINFIELD, IL 60544 SOUTHWEST FRONTAGE ROAD PLAINFIELD, IL 60544 22555 W. 143RD STREET SERVICES CHOBAR'S TOWING EQUIPMENT AGGREGATE ILLINOIS PLAINFIELD, IL 60544 22629 W. 143RD STREET C O MMO N WEAL T H E DISO N IL ROUTE 126 143RD STREET INTERSTATE 55SOUTHWEST FRONTAGE ROADLIL Y CACHE CREEKWETLANDS PARK LANDS TRANSMISSION TOWERS CELL PHONE TOWERS PROPOSED ALIGNMENT KEY BASS AND GILL CLUB OF WILL COUNTY) (FOREST PRESERVE DISTRICT LAKE RENWICK PRESERVE OF WILL COUNTY) (FOREST PRESERVE DISTRICT PLAINFIELD TOWNSHIP DRAFT-02/29/2024 54 4 0 100 200 300 SCALE IN FEET ALTERNATIVE 9 OVERVIEWSHEET JOB NO. PROJECT MGR.NO.REVISIONSDATE:A S S O C I A T E S ® 3766.012 RyanSmi 2/27/2024 11:44:33 AMS:\JOL\3700--3799\3766\012\Drawings\CAD\CAD_Sheets\3766012-sht-Alt9-Overview.dgn PLAINFIELD, ILLINOIS VILLAGE OF PLAINFIELDLOCKPORT STREET BYPASS STUDY2022-03-01LOCKPORT STREET BYPASSLOCKPORT STREET MATERIALS VULCAN AND GUN CLUB PURE ROD CLUB RECREATIONAL DEER CREEK DISTRICT) (PLAINFIELD PARK AVERY PRESERVE LILY CACHE CREEK (PLAINFIELD PARK DISTRICT) PARK FIELD FOUR SEASONS CLUB SPORTSMAN OAK PARK COMMONWEALTH EDISON PLAINFIELD, IL 60544 SOUTHWEST FRONTAGE ROAD PLAINFIELD, IL 60544 22555 W. 143RD STREET SERVICES CHOBAR'S TOWING EQUIPMENT AGGREGATE ILLINOIS PLAINFIELD, IL 60544 22629 W. 143RD STREET C O MMO N WEAL T H E DISO N IL ROUTE 126 143RD STREET INTERSTATE 55SOUTHWEST FRONTAGE ROADLIL Y CACHE CREEKWETLANDS PARK LANDS TRANSMISSION TOWERS CELL PHONE TOWERS PROPOSED ALIGNMENT KEY BASS AND GILL CLUB OF WILL COUNTY) (FOREST PRESERVE DISTRICT LAKE RENWICK PRESERVE OF WILL COUNTY) (FOREST PRESERVE DISTRICT PLAINFIELD TOWNSHIP DRAFT-02/29/2024 55 5 0 100 200 300 SCALE IN FEET ALTERNATIVE 10 OVERVIEWSHEET JOB NO. PROJECT MGR.NO.REVISIONSDATE:A S S O C I A T E S ® 3766.012 RyanSmi 2/27/2024 11:47:47 AMS:\JOL\3700--3799\3766\012\Drawings\CAD\CAD_Sheets\3766012-sht-Alt10-Overview.dgn PLAINFIELD, ILLINOIS VILLAGE OF PLAINFIELDLOCKPORT STREET BYPASS STUDY2022-03-01LOCKPORT STREET BYPASSLOCKPORT STREET MATERIALS VULCAN AND GUN CLUB PURE ROD CLUB RECREATIONAL DEER CREEK DISTRICT) (PLAINFIELD PARK AVERY PRESERVE LILY CACHE CREEK (PLAINFIELD PARK DISTRICT) PARK FIELD FOUR SEASONS CLUB SPORTSMAN OAK PARK COMMONWEALTH EDISON PLAINFIELD, IL 60544 SOUTHWEST FRONTAGE ROAD PLAINFIELD, IL 60544 22555 W. 143RD STREET SERVICES CHOBAR'S TOWING EQUIPMENT AGGREGATE ILLINOIS PLAINFIELD, IL 60544 22629 W. 143RD STREET C O MMO N WEAL T H E DISO N IL ROUTE 126 143RD STREET INTERSTATE 55SOUTHWEST FRONTAGE ROADLIL Y CACHE CREEKWETLANDS PARK LANDS TRANSMISSION TOWERS CELL PHONE TOWERS PROPOSED ALIGNMENT KEY BASS AND GILL CLUB OF WILL COUNTY) (FOREST PRESERVE DISTRICT PLAINFIELD TOWNSHIP OF WILL COUNTY) (FOREST PRESERVE DISTRICT LAKE RENWICK PRESERVE DRAFT-02/29/2024 56 APPENDIX B OPC SUMMARY DRAFT-02/29/2024 57 ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL Pavement SQ YD 26,365 $12.00 316,384$ Existing Culvert LS 1 $40,000.00 40,000$ 1 356,384$ Earth Excavation CU YD 56,840 $35.00 1,989,400$ 2 1,989,400$ Subgrade Aggregate Improvement CU YD 16,420 $50.00 821,000$ Aggregate Base Course CU YD 8,740 $30.00 262,200$ Hot-Mix Asphalt Pavement TON 27,910 $140.00 3,907,400$ Combination Concrete Curb & Gutter FOOT 19,770 $45.00 889,700$ Portland Cement Concrete Sidewalk SQ FT 55,210 $12.00 662,500$ 3 6,542,800$ 4 8,888,584$ 5 DRAINAGE/STORM SEWER LS 15 % of Line 4 N/A 1,333,300$ 6 TRAFFIC CONTROL LS 2 % of Line 4 N/A 177,800$ 7 EROSION CONTROL/FINISHING LS 4 % of Line 4 N/A 355,500$ 8 LIGHTING LS 3 % of Line 4 N/A 266,700$ 9 SIGNING/MARKING LS 2 % of Line 4 N/A 177,800$ 10 TRAFFIC SIGNALS EA 1 $100,000 100,000$ 11 ROADWAY INCIDENTALS LS 20 % of Line 4 N/A 1,777,700$ 12 13,077,400$ 143rd over Lily Cache Creek Bridge SQ FT 2,800 $375 1,050,000$ Retaining Walls SQ FT 8,000 $125 1,000,000$ SQ FT -$ 13 2,050,000$ 14 15,127,400$ 15 MOBILIZATION LS 5 % of Line 13 N/A 756,400$ 16 15,883,800$ 17 DESIGN CONTINGENCY LS 20 % of Line 16 N/A 3,176,800$ 18 19,060,600$ 19 COMPENSABLE UTILITIES LS 4 % of Line 18 N/A 762,400$ 20 WETLAND MITIGATION (2:1 Ratio)ACRES 5.5 $150,000.00 825,000$ 21 RELOCATE ComED TOWER EACH $1,000,000.00 -$ 22 PROPERTY ACQUISITION (RURAL)ACRES 2.8 $250,000 700,000$ 23 PROPERTY ACQUISITION (COMMERCIAL)ACRES 2.4 $300,000 720,000$ 24 PROPERTY ACQUISITION (PARK)ACRES 0.0 $250,000 -$ 25 PROPERTY ACQUISITION (REC CLUB)ACRES 2.4 $250,000 600,000$ 26 PROPERTY ACQUISITION (COMED)ACRES 0.1 $300,000 30,000$ 27 RESIDENTIAL RELOCATION LS -$28 COMMERCIAL RELOCATION LS -$ 29 3,637,400$ 30 CONSTRUCTION ENGINEERING LS 7 % of Line 18 N/A 1,334,200$ 31 1,334,200$ 24,032,200$ Roadway & Structures Total Let Cost (Lines 16 - 17) Utilities, Wetlands, & Real Estate Total Cost (Lines 19 - 28) Construction Engineering Total Cost (Line 30) TOTAL PROJECT COST (Lines 18, 29, 31) Roadway & Structures Subtotal Cost (Lines 14 - 15) PAVING ITEMS Paving Items Subtotal Cost Major Roadway Items Subtotal Cost (Lines 1 - 3) OTHER ITEMS Roadway Subtotal Cost (Lines 4 - 11) STRUCTURES Structures Subtotal Cost Roadway & Structures Subtotal Cost (Lines 12 - 13) Earthwork Subtotal Cost Lockport Road Bypass Opinion of Possible Construction Costs Alternative 6A February 27, 2024 REMOVALS Removals Subtotal Cost EARTHWORK S:\JOL\3700--3799\3766\012\Designs-Studies-Reports\OPCC\Lockport Bypass Opinion of Possible Cost.xlsx 2/27/2024 DRAFT-02/29/2024 58 ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL Pavement SQ YD 9,552.89 $12.00 114,600$1 114,600$ Earth Excavation CU YD 67,660 $35.00 2,368,100$ 2 2,368,100$ Subgrade Aggregate Improvement CU YD 16,440 $50.00 822,000$ Aggregate Base Course CU YD 8,580 $30.00 257,400$ Hot-Mix Asphalt Pavement TON 27,730 $140.00 3,882,200$ Combination Concrete Curb & Gutter FOOT 20,170 $45.00 907,700$ Portland Cement Concrete Sidewalk SQ FT 52,190 $12.00 626,300$ 3 6,495,600$4 8,978,300$ 5 DRAINAGE/STORM SEWER LS 15 % of Line 4 N/A 1,346,700$6 TRAFFIC CONTROL LS 2 % of Line 4 N/A 179,600$ 7 EROSION CONTROL/FINISHING LS 4 % of Line 4 N/A 359,100$ 8 LIGHTING LS 3 % of Line 4 N/A 269,300$ 9 SIGNING/MARKING LS 2 % of Line 4 N/A 179,600$ 10 TRAFFIC SIGNALS EA 1 $100,000 100,000$ 11 ROADWAY INCIDENTALS LS 20 % of Line 4 N/A 1,795,700$ 12 13,208,300$ Bypass over Lily Cache Creek Bridge SQ FT 9,800 $375 3,675,000$ Retaining Walls SQ FT 8,000 $125 1,000,000$ SQ FT -$13 4,675,000$ 14 17,883,300$ 15 MOBILIZATION LS 5 % of Line 13 N/A 894,200$ 16 18,777,500$ 17 DESIGN CONTINGENCY LS 20 % of Line 16 N/A 3,755,500$ 18 22,533,000$ 19 COMPENSABLE UTILITIES LS 4 % of Line 18 N/A 901,300$ 20 WETLAND MITIGATION (2:1 Ratio)ACRES 9.3 $150,000.00 1,395,000$ 21 RELOCATE ComED TOWER EACH $1,000,000.00 -$ 22 PROPERTY ACQUISITION (RURAL)ACRES 10.3 $250,000 2,575,000$ 23 PROPERTY ACQUISITION (COMMERCIAL)ACRES 3.2 $300,000 960,000$ 24 PROPERTY ACQUISITION (PARK)ACRES 0.0 $250,000 -$ 25 PROPERTY ACQUISITION (REC CLUB)ACRES 3.2 $250,000 800,000$ 26 PROPERTY ACQUISITION (COMED)ACRES 0.1 $300,000 30,000$ 27 RESIDENTIAL RELOCATION LS -$28 COMMERCIAL RELOCATION LS -$ 29 6,661,300$ 30 CONSTRUCTION ENGINEERING LS 7 % of Line 18 N/A 1,577,300$ 31 1,577,300$ 30,771,600$ Roadway & Structures Total Let Cost (Lines 16 - 17) Utilities & Real Estate Total Cost (Lines 19 - 28) Construction Engineering Total Cost (Line 30) TOTAL PROJECT COST (Lines 18, 29, 31) Roadway & Structures Subtotal Cost (Lines 14 - 15) PAVING ITEMS Paving Items Subtotal CostMajor Roadway Items Subtotal Cost (Lines 1 - 3) OTHER ITEMS Roadway Subtotal Cost (Lines 4 - 11) STRUCTURES Structures Subtotal Cost Roadway & Structures Subtotal Cost (Lines 12 - 13) Earthwork Subtotal Cost Lockport Road Bypass Opinion of Possible Construction Costs Alternative 6B February 27, 2024 REMOVALS Removals Subtotal Cost EARTHWORK S:\JOL\3700--3799\3766\012\Designs-Studies-Reports\OPCC\Lockport Bypass Opinion of Possible Cost.xlsx 2/27/2024 DRAFT-02/29/2024 59 ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL Pavement SQ YD 21,617 $12.00 259,400$1 259,400$ Earth Excavation CU YD 72,030 $35.00 2,521,100$ 2 2,521,100$ Subgrade Aggregate Improvement CU YD 28,270 $50.00 1,413,500$ Aggregate Base Course CU YD 16,760 $30.00 502,800$ Hot-Mix Asphalt Pavement TON 27,360 $140.00 3,830,400$ Combination Concrete Curb & Gutter FOOT 19,400 $45.00 873,000$ Portland Cement Concrete Sidewalk SQ FT 48,510 $12.00 582,100$ 3 7,201,800$4 9,982,300$ 5 DRAINAGE/STORM SEWER LS 15 % of Line 4 N/A 1,497,300$6 TRAFFIC CONTROL LS 2 % of Line 4 N/A 199,600$ 7 EROSION CONTROL/FINISHING LS 4 % of Line 4 N/A 399,300$ 8 LIGHTING LS 3 % of Line 4 N/A 299,500$ 9 SIGNING/MARKING LS 2 % of Line 4 N/A 199,600$ 10 TRAFFIC SIGNALS EA 1 $250,000 250,000$ 11 ROADWAY INCIDENTALS LS 20 % of Line 4 N/A 1,996,500$ 12 14,824,100$ Bypass over Lily Cache Creek Bridge SQ FT 9,800 $375 3,675,000$ Retaining Walls SQ FT 8,000 $125 1,000,000$ SQ FT -$13 4,675,000$ 14 19,499,100$ 15 MOBILIZATION LS 5 % of Line 13 N/A 975,000$ 16 20,474,100$ 17 DESIGN CONTINGENCY LS 20 % of Line 16 N/A 4,094,800$ 18 24,568,900$ 19 COMPENSABLE UTILITIES LS 4 % of Line 18 N/A 982,800$ 20 WETLAND MITIGATION (2:1 Ratio)ACRES 7.5 $150,000.00 1,125,000$ 21 RELOCATE ComED TOWER EACH $1,000,000.00 -$ 22 PROPERTY ACQUISITION (RURAL)ACRES 5.0 $250,000 1,250,000$ 23 PROPERTY ACQUISITION (COMMERCIAL)ACRES 4.2 $300,000 1,260,000$ 24 PROPERTY ACQUISITION (PARK)ACRES 4.8 $250,000 1,200,000$ 25 PROPERTY ACQUISITION (REC CLUB)ACRES 4.2 $250,000 1,050,000$ 26 PROPERTY ACQUISITION (COMED)ACRES 2.6 $300,000 780,000$ 27 RESIDENTIAL RELOCATION LS -$28 COMMERCIAL RELOCATION LS 1 $1,250,000.00 1,250,000$ 29 8,897,800$ 30 CONSTRUCTION ENGINEERING LS 7 % of Line 18 N/A 1,719,800$ 31 1,719,800$ 35,186,500$ Roadway & Structures Total Let Cost (Lines 16 - 17) Utilities & Real Estate Total Cost (Lines 19 - 28) Construction Engineering Total Cost (Line 30) TOTAL PROJECT COST (Lines 18, 29, 31) Roadway & Structures Subtotal Cost (Lines 14 - 15) PAVING ITEMS Paving Items Subtotal CostMajor Roadway Items Subtotal Cost (Lines 1 - 3) OTHER ITEMS Roadway Subtotal Cost (Lines 4 - 11) STRUCTURES Structures Subtotal Cost Roadway & Structures Subtotal Cost (Lines 12 - 13) Earthwork Subtotal Cost Lockport Road Bypass Opinion of Possible Construction Costs Alternative 8 February 27, 2024 REMOVALS Removals Subtotal Cost EARTHWORK S:\JOL\3700--3799\3766\012\Designs-Studies-Reports\OPCC\Lockport Bypass Opinion of Possible Cost.xlsx 2/27/2024 DRAFT-02/29/2024 60 ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL Pavement SQ YD 83,328 $12.00 999,900$ Existing Bridge Structure LS 1 $50,000.00 50,000$ 1 1,049,900$ Earth Excavation CU YD 69,720 $35.00 2,440,200$ 2 2,440,200$ Subgrade Aggregate Improvement CU YD 21,460 $50.00 1,073,000$ Aggregate Base Course CU YD 10,110 $30.00 303,300$ Hot-Mix Asphalt Pavement TON 38,960 $140.00 5,454,400$ Combination Concrete Curb & Gutter FOOT 19,140 $45.00 861,300$ Portland Cement Concrete Sidewalk SQ FT 47,840 $12.00 574,100$ 3 8,266,100$ 4 11,756,200$ 5 DRAINAGE/STORM SEWER LS 15 % of Line 4 N/A 1,763,400$6 TRAFFIC CONTROL LS 2 % of Line 4 N/A 235,100$ 7 EROSION CONTROL/FINISHING LS 4 % of Line 4 N/A 470,200$ 8 LIGHTING LS 3 % of Line 4 N/A 352,700$ 9 SIGNING/MARKING LS 2 % of Line 4 N/A 235,100$ 10 TRAFFIC SIGNALS EA 1 $250,000 250,000$ 11 ROADWAY INCIDENTALS LS 20 % of Line 4 N/A 2,351,200$12 17,413,900$ Bypass over Lily Cache Creek North Bridge SQ FT 9,800 $375 3,675,000$ Bypass over Lily Cache Creek South Bridge SQ FT 23,800 $425 10,115,000$ Lockport Street over Lily Cache Creek Bridge SQ FT 2,400 $300 720,000$ Retaining Walls SQ FT 33,000 $125 4,125,000$13 18,635,000$14 36,048,900$ 15 MOBILIZATION LS 5 % of Line 13 N/A 1,802,400$ 16 37,851,300$ 17 DESIGN CONTINGENCY LS 20 % of Line 16 N/A 7,570,300$ 18 45,421,600$ 19 COMPENSABLE UTILITIES LS 4 % of Line 18 N/A 1,816,900$ 20 WETLAND MITIGATION (2:1 Ratio)ACRES 8.5 $150,000.00 1,275,000$ 21 RELOCATE ComED TOWER EACH 3 $1,000,000.00 3,000,000$ 22 PROPERTY ACQUISITION (RURAL)ACRES 4.1 $250,000 1,025,000$ 23 PROPERTY ACQUISITION (COMMERCIAL)ACRES 8.9 $300,000 2,670,000$24 PROPERTY ACQUISITION (PARK)ACRES 3.0 $250,000 750,000$ 25 PROPERTY ACQUISITION (REC CLUB)ACRES 5.4 $250,000 1,350,000$ 26 PROPERTY ACQUISITION (COMED)ACRES 0.5 $300,000 150,000$ 27 RESIDENTIAL RELOCATION LS -$ 28 COMMERCIAL RELOCATION LS -$ 29 12,036,900$ 30 CONSTRUCTION ENGINEERING LS 7 % of Line 18 N/A 3,179,500$ 31 3,179,500$ 60,638,000$ Roadway & Structures Total Let Cost (Lines 16 - 17) Utilities & Real Estate Total Cost (Lines 19 - 28) Construction Engineering Total Cost (Line 30) TOTAL PROJECT COST (Lines 18, 29, 31) Roadway & Structures Subtotal Cost (Lines 14 - 15) PAVING ITEMS Paving Items Subtotal Cost Major Roadway Items Subtotal Cost (Lines 1 - 3) OTHER ITEMS Roadway Subtotal Cost (Lines 4 - 12) STRUCTURES Structures Subtotal CostRoadway & Structures Subtotal Cost (Lines 12 - 13) Earthwork Subtotal Cost Lockport Road Bypass Opinion of Possible Construction Costs Alternative 9 February 27, 2024 REMOVALS Removals Subtotal Cost EARTHWORK S:\JOL\3700--3799\3766\012\Designs-Studies-Reports\OPCC\Lockport Bypass Opinion of Possible Cost.xlsx 2/27/2024 DRAFT-02/29/2024 61 ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL Pavement SQ YD 11,243 $12.00 134,900$ Existing Bridge Structure LS 1 $50,000.00 50,000$ 1 184,900$ Earth Excavation CU YD 43,330 $35.00 1,516,600$ 2 1,516,600$ Subgrade Aggregate Improvement CU YD 18,630 $50.00 931,500$ Aggregate Base Course CU YD 8,870 $30.00 266,100$ Hot-Mix Asphalt Pavement TON 31,360 $140.00 4,390,400$ Combination Concrete Curb & Gutter FOOT 24,730 $45.00 1,112,900$ Portland Cement Concrete Sidewalk SQ FT 43,080 $12.00 517,000$ 3 7,217,900$ 4 8,919,400$ 5 DRAINAGE/STORM SEWER LS 15 % of Line 4 N/A 1,337,900$ 6 TRAFFIC CONTROL LS 2 % of Line 4 N/A 178,400$ 7 EROSION CONTROL/FINISHING LS 4 % of Line 4 N/A 356,800$ 8 LIGHTING LS 3 % of Line 4 N/A 267,600$ 9 SIGNING/MARKING LS 2 % of Line 4 N/A 178,400$ 10 TRAFFIC SIGNALS EA 1 $250,000 250,000$ 11 ROADWAY INCIDENTALS LS 20 % of Line 4 N/A 1,783,900$ 12 13,272,400$ Lockport Street over Lily Cache Creek Bridge SQ FT 2,400 $300 720,000$ Retaining Walls SQ FT 12,000 $125 1,500,000$ SQ FT -$ 13 2,220,000$ 14 15,492,400$ 15 MOBILIZATION LS 5 % of Line 13 N/A 774,600$ 16 16,267,000$ 17 DESIGN CONTINGENCY LS 20 % of Line 16 N/A 3,253,400$ 18 19,520,400$ 19 COMPENSABLE UTILITIES LS 4 % of Line 18 N/A 780,800$ 20 WETLAND MITIGATION (2:1 Ratio)ACRES 0.5 $150,000.00 75,000$ 21 RELOCATE ComED TOWER EACH 1 $1,000,000.00 1,000,000$ 22 PROPERTY ACQUISITION (RURAL)ACRES 4.1 $250,000 1,025,000$ 23 PROPERTY ACQUISITION (COMMERCIAL)ACRES 14.5 $300,000 4,350,000$ 24 PROPERTY ACQUISITION (PARK)ACRES 2.7 $250,000 675,000$ 25 PROPERTY ACQUISITION (REC CLUB)ACRES 7.3 $250,000 1,825,000$ 26 PROPERTY ACQUISITION (COMED)ACRES 0.9 $300,000 270,000$ 27 RESIDENTIAL RELOCATION LS 1 $500,000 500,000$28 COMMERCIAL RELOCATION LS -$ 29 10,500,800$ 30 CONSTRUCTION ENGINEERING LS 7 % of Line 18 N/A 1,366,400$ 31 1,366,400$ 31,387,600$ Roadway & Structures Total Let Cost (Lines 16 - 17) Utilities & Real Estate Total Cost (Lines 19 - 28) Construction Engineering Total Cost (Line 30) TOTAL PROJECT COST (Lines 18, 29, 31) Roadway & Structures Subtotal Cost (Lines 14 - 15) PAVING ITEMS Paving Items Subtotal Cost Major Roadway Items Subtotal Cost (Lines 1 - 3) OTHER ITEMS Roadway Subtotal Cost (Lines 4 - 12) STRUCTURES Structures Subtotal Cost Roadway & Structures Subtotal Cost (Lines 12 - 13) Earthwork Subtotal Cost Lockport Road Bypass Opinion of Possible Construction Costs Alternative 10 February 27, 2024 REMOVALS Removals Subtotal Cost EARTHWORK S:\JOL\3700--3799\3766\012\Designs-Studies-Reports\OPCC\Lockport Bypass Opinion of Possible Cost.xlsx 2/27/2024 DRAFT-02/29/2024 62 Office Locations For more location information please visit www.strand.com Ames, Iowa | 515.233.0000 Brenham, Texas | 979.836.7937 Cincinnati, Ohio | 513.861.5600 Columbus, Indiana | 812.372.9911 Columbus, Ohio | 614.835.0460 Joliet, Illinois | 815.744.4200 Lexington, Kentucky | 859.225.8500 Louisville, Kentucky | 502.583.7020 Madison, Wisconsin* | 608.251.4843 Milwaukee, Wisconsin | 414.271.0771 Nashville, Tennessee | 615.800.5888 Phoenix, Arizona | 602.437.3733 *Corporate Headquarters DRAFT-02/29/2024 63 24401 W. Lockport Street · Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 www.plainfieldil.gov TO: PRESIDENT ARGOUDELIS and BOARD OF TRUSTEES FROM: JAKE MELROSE, AICP, DEVELOPMENT DIRECTOR DATE: MARCH 11, 2024 SUBJECT: 22850 W RENWICK ROAD – LAKE FILL PROPOSAL LOCATION: 22850 W Renwick Road CURRENT ZONING: Unincorporated COMP. PLAN: Greenways DISCUSSION The property at 22850 W. Renwick Road is an unincorporated parcel that is approximately 115 acres and predominately water/lake area. The site was previously open to the public for fishing on the site, but that operation has since ceased, and the property was sold to another private ownership that utilizes it for private recreation. A group is currently looking at the property for a potential land reclamation or fill project whereby an operation would be established for multiple years to accept Clean Construction or Demolition Debris (CCDD) to the site from regional construction sites and the accepted debris would be broken down on site. These debris grindings would then be used to fill the lake to create developable property. The CCDD is uncontaminated broken concrete without protruding metal bars, bricks, rock, stone, and the like, and the operations would be heavily inspected by the EPA. In order to fill the lake to create the necessary amount of developable property, the concrete grinding operations could take multiple years until enough land is sufficiently reclaimed. The interested group has completed a similar project in Aurora and is presenting the concept to the Village Board to see if there is interest in the above. If it were to move forward to entitlements, the Village would need to annex the property by annexation agreement while establishing a plan for future development. The developer has asked if industrial zoning was possible for the site and is the preferred future zoning. Below are some considerations for the Board: • Future zoning of the site and ultimate land use of the property (either residential or industrial). • An industrial operation will be on site for multiple years. • The amount of truck traffic carrying the debris and the utilization of the Boulevard road. • Considerations of public utilities as this area was never planned for development. John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Margie Bonuchi Patricia T. Kalkanis Richard Kiefer Cally Larson Tom Ruane Brian Wojowski 64 65 LILLE CACHE CREEK RENWICK ROAD BOULEVARD PLACEVEHICLE EXIT/ENTRANCE- EXIT WEST SIDE ONLY TRUCK TIRE WASH VEHICLE INSPECTION/ TICKETING 50' DRIVEWAY APRON (EXIT WEST SIDE ONLY) 250' PAVED ENTRANCE/EXIT RENWICK ROAD COPYRIGHT © 2023 WEAVER CONSULTANTS GROUP. ALL RIGHTS RESERVED.1 inch = ft. APPROXIMATE GRAPHIC SCALE 0 200 400 800400400 CHICAGO, ILLINOIS (312) 922-1030 www.wcgrp.com REVIEWED BY: DATE: FILE: CAD: DRAWN BY: REUSE OF DOCUMENTS THIS DOCUMENT, AND THE DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WEAVER CONSULTANTS GROUP, AND IS NOT TO BE USED IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF WEAVER CONSULTANTS GROUP.FIGURE 2 PREPARED FOR: RENWICK LAKE DEVELOPMENT, LLC 22850 WEST RENWICK ROADPLAINFIELD, IL AP 02/13/2024 1317-311 1317-311-Site.dwg JEBWeaver Consultants Group N SOURCE: IMAGE ADAPTED FROM GOOGLE EARTH IMAGERY DATED JULY 21, 2022. PROPERTY LAYOUT MAP SEE DETAIL DETAIL APPROXIMATE PROPERTY LOCATION J:\Projects\1300-1399\1317\311\ACAD\1317-311-Site.dwg, 1317 311 Fig 266 FY 2020 Actual FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2025 Proposed Budget Salaries and Wages 1,671,891 1,645,291 1,644,737 1,685,116 1,962,000 2,207,000 Benefits 641,808 683,376 682,509 661,737 806,925 900,735 Utilities 249,238 236,511 201,647 148,804 203,500 250,000 Supplies and Commodities 645,363 377,461 473,212 385,461 591,000 552,500 Contractual Services 1,067,203 1,477,297 1,260,350 929,461 1,397,000 1,531,000 $4,275,503 $4,419,936 $4,262,455 $3,810,579 $4,960,425 $5,441,235 General Fund Streets Division Summary 2024-2025 Fiscal Year Budget Total Street Division Classification Fund: 01 - General Fund Expenditures Unit: 08 - Street Division $0 $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 FY 2020 Actual FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2025 Proposed Budget Streets Division Expense History Contractual Services Supplies and Commodities Utilities Benefits Salaries and Wages DRAFT 3/7/24 Page 1 67 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget Unit: 08 - Street Department Salaries-Full Time 398,138 382,643 279,514 495,000 465,000 575,000 Salaries-Part Time 0 0 8,550 13,000 22,000 25,000 $398,138 $382,643 $288,064 $508,000 $487,000 $600,000 FICA 25,116 23,045 15,515 31,495 29,850 36,800 Medicare 5,992 5,503 3,628 7,365 6,985 8,550 IMRF 46,129 41,046 22,091 55,880 40,000 60,000 Employee Insurance 83,463 87,357 44,949 95,000 100,000 105,000 Deferred Comp. Contribution 10,884 5,949 3,455 10,000 6,000 10,000 Travel/Conventions/Training 2,187 15,114 14,857 13,000 18,000 20,000 IL Unemployment Insurance 4,500 4,659 4,905 5,000 5,000 5,000 $178,271 $182,673 $109,400 $217,740 $205,835 $245,350 Telephone/Internet 33,010 17,483 16,850 25,000 20,000 22,000 Cellular Phones 7,747 6,181 7,849 8,500 11,500 13,000 $40,757 $23,664 $24,699 $33,500 $31,500 $35,000 SUPP - Supplies and Commodities Office Supplies/Postage 4,134 4,732 7,646 6,000 7,500 8,000 Dues & Subscriptions 2,898 2,330 4,255 4,000 5,500 6,000 Gas/Oil/Mileage/Carwash 0 97 389 500 300 500 Supplies/Hardware 306 0 623 1,000 1,500 2,000 $7,338 $7,159 $12,913 $11,500 $14,800 $16,500 Building Maintenance 12,560 23,245 18,619 25,000 20,000 25,000 Legal Notices 3,243 1,205 2,160 2,000 2,500 2,500 $15,803 $24,450 $20,779 $27,000 $22,500 $27,500 $640,307 $620,589 $455,855 $797,740 $761,635 $924,350 Fund: 01 - General Fund Expenditures Total:Supplies & Commodities Contrac - Contractual Services Total: Contractual Services SAL - Salaries and Wages Total: Salaries and Wages BEN - Benefits Total: Benefits UTIL - Utilities Total: UTIL - Utilities Total: Administration General Fund Streets Division Detail 2024-2025 Fiscal Year Budget Division: 02 - Administration Program DRAFT 3/7/24 Page 2 68 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget General Fund Streets Division Detail 2024-2025 Fiscal Year Budget Salaries-Full Time 848,798 872,519 917,285 940,000 965,000 1,030,000 Salaries-Part Time 0 1,596 61,715 85,000 105,000 115,000 Salaries-Overtime 97,807 97,330 102,656 95,000 95,000 100,000 $946,605 $971,445 $1,081,656 $1,120,000 $1,165,000 $1,245,000 FICA 58,971 58,119 67,275 69,440 72,230 76,570 Medicare 13,791 13,592 15,734 16,250 16,900 17,910 IMRF 106,751 100,899 94,278 123,200 92,000 124,000 Employee Insurance 192,658 203,716 235,395 225,000 255,000 260,000 Deferred Comp. Contribution 21,025 22,457 22,337 25,000 25,000 30,000 $393,196 $398,783 $435,019 $458,890 $461,130 $508,480 Electricity/Gas 195,754 177,983 124,105 170,000 210,000 215,000 $195,754 $177,983 $124,105 $170,000 $210,000 $215,000 SUPP - Supplies and Commodities Gas/Oil/Mileage/Carwash 48,040 71,645 80,651 80,000 80,000 80,000 Supplies/Hardware 14,617 16,505 22,475 20,000 21,000 22,000 Supplies - Salt Purchase 227,596 310,233 201,685 385,000 540,000 325,000 Street Sign Maintenance 51,998 38,032 28,190 60,000 30,000 65,000 Aggregate Materials 4,829 4,857 9,419 5,000 10,000 10,000 Uniforms/Clothing 11,972 10,940 14,051 13,000 19,000 15,000 $359,052 $452,212 $356,471 $563,000 $700,000 $517,000 Radio Maintenance 3,225 2,574 0 5,000 2,000 5,000 Vehicle Maintenance 22,249 47,110 44,769 40,000 35,000 40,000 Street Light Maintenance 137,641 180,004 186,682 140,000 150,000 175,000 Street Maintenance 157,742 104,253 143,286 190,000 200,000 225,000 Storm Sewer Improvements 15,272 10,740 19,101 30,000 25,000 33,000 Contractual Services 159,676 187,179 138,130 200,000 175,000 210,000 Contractual Snow Removal 758,253 529,834 186,961 550,000 300,000 575,000 Sidewalk Maintenance 5,220 3,185 2,112 5,000 8,000 8,500 Equipment Maintenance 134,510 106,498 122,139 135,000 95,000 150,000 $1,393,788 $1,171,377 $843,180 $1,295,000 $990,000 $1,421,500 $3,288,395 $3,171,800 $2,840,431 $3,606,890 $3,526,130 $3,906,980 Total: Street Maintenance SAL - Salaries and Wages Total: Salaries and Wages BEN - Benefits Total: Benefits UTIL - Utilities Total: Utilities Total:Supplies & Commodities Contrac - Contractual Services Total: Contractual Services Division: 60 - Street Maintenance Program DRAFT 3/7/24 Page 3 69 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget General Fund Streets Division Detail 2024-2025 Fiscal Year Budget SAL - Salaries and Wages Salaries-Full Time 85,741 84,707 89,710 93,000 90,000 105,000 Salaries-Overtime 13,067 10,317 12,775 12,000 10,000 12,000 $98,808 $95,024 $102,485 $105,000 $100,000 $117,000 FICA 6,213 5,877 6,464 6,510 6,200 7,250 Medicare 1,453 1,375 1,512 1,525 1,450 1,700 IMRF 11,148 10,111 9,491 11,550 10,000 11,700 Employee Insurance 13,226 14,156 16,196 18,000 13,000 18,000 Deferred Comp. Contribution 2,275 3,061 2,300 4,000 3,200 4,000 $34,315 $34,580 $35,963 $41,585 $33,850 $42,650 SUPP - Supplies and Commodities Supplies/Hardware 11,071 13,841 15,577 15,000 15,000 17,000 Uniforms/Clothing 0 0 500 1,500 1,000 2,000 $11,071 $13,841 $16,077 $16,500 $16,000 $19,000 Tree Removal 44,200 37,700 40,650 45,000 35,000 50,000 Contractual Services 23,506 26,823 24,852 30,000 28,000 32,000 $67,706 $64,523 $65,502 $75,000 $63,000 $82,000 $211,900 $207,968 $220,027 $238,085 $212,850 $260,650 Salaries-Full Time 191,801 188,794 207,842 219,000 220,000 235,000 Salaries-Overtime 9,939 6,831 5,069 10,000 6,000 10,000 $201,740 $195,625 $212,911 $229,000 $226,000 $245,000 FICA 12,577 11,962 12,864 14,200 14,000 15,200 Medicare 2,942 2,798 3,008 3,320 3,275 3,555 IMRF 22,795 20,331 18,904 25,190 20,000 24,500 Employee Insurance 33,556 27,161 42,304 40,000 55,000 55,000 Deferred Comp. Contribution 5,724 4,221 4,275 6,000 5,000 6,000 $77,594 $66,473 $81,355 $88,710 $97,275 $104,255 $279,334 $262,098 $294,266 $317,710 $323,275 $349,255 $4,419,936 $4,262,455 $3,810,579 $4,960,425 $4,823,890 $5,441,235 Total: Vehicle Maintenance Total: Street Division Total:Supplies & Commodities Contrac - Contractual Services Total: Contractual Services Total: Forestry Program SAL - Salaries and Wages Total: Salaries and Wages BEN - Benefits Total: Benefits Division: 63 - Vehicle Maintenance Program Division: 62 - Forestry Program Total: Benefits Total: Salaries and Wages BEN - Benefits DRAFT 3/7/24 Page 4 70 Classification FY 2020 Actual FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2025 Proposed Budget Fund: 11 - Capital Fund State of Illinois Taxes 3,604,349 4,229,671 5,988,612 6,338,463 6,150,000 6,400,000 Utility Taxes 3,298,561 3,287,274 3,812,880 4,012,206 3,925,000 3,915,000 Licenses and Permits 98,949 140,819 268,858 632,441 140,000 1,382,500 Fines and Forfeits 320,551 344,100 402,727 370,105 375,000 375,000 Charges for Services 29,810 44,880 25,290 39,225 28,000 28,000 Grants 258,216 1,025,569 2,431,421 1,117,482 11,965,000 5,353,815 Investment Income 316,491 34,709 6,422 536,551 250,000 900,000 Miscellaneous 882,169 296,080 226,443 116,295 1,150,000 4,125,000 Interfund Transfers 2,008,012 3,121,257 6,002,811 9,285,537 1,400,000 2,000,000 Revenues Total $10,817,108 $12,524,359 $19,165,464 $22,448,305 $25,383,000 $24,479,315 Transfers 2,022,925 2,025,793 2,058,885 2,045,191 2,045,399 2,007,540 Contractual Services 110,892 110,706 804,703 249,075 110,000 110,000 Machinery and Equipment 602,964 791,744 520,463 1,042,512 963,000 1,066,255 Storm/Drainage Improvements 119,933 19,902 18,463 75,578 40,000 40,000 Bridge Repairs & Construction 6,744 26,283 189,325 12,586 1,025,000 2,045,000 Sidewalk, Curb, & Bikepath 431,540 583,882 257,068 0 700,000 1,095,000 Traffic Control Device 462,786 48,146 95,691 136,472 0 5,100,000 Roadway Improvements 5,099,031 7,348,411 4,889,757 5,241,777 19,590,000 34,165,000 Misc. Capital Expenses 655,242 1,014,114 271,103 261,034 690,000 2,300,000 Building Improvements 46,691 208,863 701,099 440,604 1,100,000 800,000 Beautification Improvements 191,185 0 77,553 73,070 150,000 150,000 Expenses Total $9,749,933 $12,177,844 $9,884,110 $9,577,899 $26,413,399 $48,878,795 Total: Capital Fund $1,067,175 $346,515 $9,281,354 $12,870,406 ($1,030,399)($24,399,480) **Capital Fund has a 4/30/23 Fund Balance of $40,675,774 Capital Fund Revenues Capital Fund Expenses Capital Improvement Fund Summary 2024-2025 Fiscal Year Budget DRAFT 3/7/24 Page 1 71 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Budget FY 2025 Proposed Budget Fund: 11 - Capital Improvement Fund Home Rule Sales Tax/misc taxes 4,229,671 5,988,612 6,338,463 6,150,000 6,180,000 6,400,000 $4,229,671 $5,988,612 $6,338,463 $6,150,000 $6,180,000 $6,400,000 Utility Tax 2,802,003 3,183,944 3,295,635 3,225,000 2,975,000 3,200,000 Local Motor Fuel Tax 485,271 628,936 716,571 700,000 705,000 715,000 $3,287,274 $3,812,880 $4,012,206 $3,925,000 $3,680,000 $3,915,000 Annexation/Impact Fee 0 84,774 105,275 30,000 145,000 275,000 Traffic Signal Impact Fee 0 0 0 0 127,000 0 Traffic Impact Fee 102,688 115,644 133,174 75,000 950,000 750,000 Municipal Facilities Fee 16,500 57,000 78,000 25,000 115,000 250,000 Greenbelt Contribution 0 0 0 0 25,390 97,500 Recapture Fee 21,631 11,440 315,992 10,000 500 10,000 $140,819 $268,858 $632,441 $140,000 $1,362,890 $1,382,500 Red Light Fines 344,100 402,727 370,105 375,000 375,000 375,000 $344,100 $402,727 $370,105 $375,000 $375,000 $375,000 Impound Fee 41,000 24,750 31,250 25,000 18,000 25,000 Daily Storage Fee for Impound 3,880 540 7,975 3,000 1,500 3,000 $44,880 $25,290 $39,225 $28,000 $19,500 $28,000 Grant Revenue 196,026 167,445 302,283 1,665,000 197,000 1,273,000 WGCL Grant 0 0 0 0 0 2,900,000 IDOT Reimbursement 143rd St. East 0 0 815,199 8,800,000 3,000,000 0 STP Grant 829,543 2,263,976 0 1,500,000 0 1,180,815 $1,025,569 $2,431,421 $1,117,482 $11,965,000 $3,197,000 $5,353,815 Interest Income 34,709 6,422 536,551 250,000 1,200,000 900,000 $34,709 $6,422 $536,551 $250,000 $1,200,000 $900,000 Sales-Fixed Assets 2,828 69,363 1,500 5,000 53,500 5,000 Other Reimbursements 112,260 36,402 114,020 1,050,000 0 3,275,000 143rd St. West IGA Reimbursement 0 0 0 0 0 750,000 Other Receipts 180,992 120,678 775 95,000 625,500 95,000 $296,080 $226,443 $116,295 $1,150,000 $679,000 $4,125,000 Transfer From General 3,121,257 6,002,811 9,285,537 1,400,000 1,400,000 2,000,000 $3,121,257 $6,002,811 $9,285,537 $1,400,000 $1,400,000 $2,000,000 $12,524,359 $19,165,464 $22,448,305 $25,383,000 $18,093,390 $24,479,315 MISC - Miscellaneous INTER - Interfund Transfers Total: Interfund Transfers Revenues Total INT - Investment Income Total: Investment Income Total: Miscellaneous Revenues Capital Improvement Fund Revenue & Expense Detail 2024-2025 Fiscal Year Budget OTHTX - Other Taxes Total: Other Taxes LIC&PER - Licenses and Permits Total: Licenses and Permits FIN - Fines and Forfeits STTAX - State of Illinois Taxes Total: State of Illinois Taxes Total: Fines and Forfeits SERV - Charges for Services Total: Charges for Services GRNTS - Grants Total: Grants DRAFT 3/7/24 Page 2 72 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Budget FY 2025 Proposed Budget Capital Improvement Fund Revenue & Expense Detail 2024-2025 Fiscal Year Budget Police Fleet/Equipment 185,638 348,820 202,558 350,000 450,000 500,000 Body Cameras 0 0 116,255 163,000 261,200 116,255 Public Works/Community Dev.606,106 171,643 723,699 450,000 350,000 450,000 127th St. & Plfd-Naperville Rd 43,362 47,522 136,472 0 5,200 4,500,000 Rt. 30 and 143rd - engineering 0 0 0 0 0 600,000 Rt. 59 & Champion Dr. 0 48,169 0 0 0 0Meadow Ln./143rd St. Signal 4,784 0 0 0 0 0 583,882 257,068 429,708 Bike Path 550,000 500,000 825,000 Curb & Sidewalk 150,000 270,000 3,712,791 1,347,774 3,083,653 2,750,000 2,700,000 2,750,000 I-55 Interchange Design 26,340 856 0 40,000 0 40,000 143rd St. East Extension 1,223,145 3,416,416 1,848,839 8,100,000 9,900,000 10,700,000 143rd St. West Extension 318,989 115,334 128,279 8,000,000 150,000 11,250,000 Lockport Street bypass - eng 0 0 0 250,000 70,000 0 Renwick Corridor 200 0 63,996 325,000 200,000 4,500,000 Old Town North - Roadway 0 0 0 0 0 4,800,000 Village Green project 1,786,242 0 0 0 0 0 280,704 9,377 117,010 125,000 125,000 125,000 26,283 189,325 12,586 1,025,000 95,000 2,045,000 19,902 18,463 75,578 40,000 40,000 40,000 Settler's Park 28,423 0 3,756 50,000 50,000 50,000 Transportation Plan 0 4,374 139,226 0 0 0 Street Lights - LED/pole 163,451 159,970 33,830 125,000 125,000 75,000 Lighting - LED Conversion 0 0 0 0 0 450,000 Flashing Beacons 0 0 0 0 0 50,000 Misc. Engineering 300,522 106,759 84,222 100,000 90,000 150,000 Property Acquisition 0 0 0 0 0 310,000 PD Parking Lot resurface 521,718 0 0 0 0 0 Pond Drainage 0 0 0 40,000 65,000 40,000 Grade Crossing Elimination Study 0 0 0 100,000 0 350,000 Gateway signage 0 0 0 200,000 0 200,000 Walkers Grove telegrouting (FEMA)0 0 0 0 0 100,000 Riverfront Eng & Const (OSLAD)0 0 0 75,000 70,000 525,000 Lower DuPage River Restoration 0 0 0 0 0 2,675,000 0 77,553 73,070 150,000 25,000 150,000 208,863 701,099 440,604 750,000 525,000 800,000 PEMA Building 0 0 0 350,000 365,000 0 110,706 110,704 110,651 110,000 110,000 110,000 0 693,999 138,424 0 0 0 2,025,793 2,058,885 2,045,191 2,045,399 2,045,399 2,007,540 $12,177,844 $9,884,110 $10,007,607 $26,413,399 $18,316,799 $51,553,795 Roadway Improvements Pavement Patching Machinery and Equipment Traffic Control Device Sidewalk, Curb, & Bikepath Miscellaneous Capital Expenses Bridge Repairs & Construction Storm & Drainage Improvements Expenses Expenditure Grand Totals: Building Improvements Contractual Services (Red Lt Camera) Economic Incentive Transfer to Debt Service Beautification Improvements DRAFT 3/7/24 Page 3 73 Description 2021 Actual 2022 Actual 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget Fund: 04 - Motor Fuel Tax State of Illinois Taxes MFT Entitlements 1,655,228 1,742,475 1,756,981 1,775,000 2,100,000 2,150,000 Grant Revenue 1,304,272 869,515 434,757 0 0 0 Total: State of Illinois Taxes $2,959,500 $2,611,990 $2,191,738 $1,775,000 $2,100,000 $2,150,000 Investment Income Interest Income 8,601 4,566 156,476 75,000 280,000 175,000 Total: Investment Income $8,601 $4,566 $156,476 $75,000 $280,000 $175,000 Revenues Total $2,968,101 $2,616,556 $2,348,214 $1,850,000 $2,380,000 $2,325,000 Division: 91 - Capital Street Improvements 2,122,092 1,665,386 2,287,108 2,500,000 1,915,000 2,750,000 127th St. & Plfd-Naper Rd 0 0 0 2,000,000 750,000 1,500,000 Total: Other $2,122,092 $1,665,386 $2,287,108 $4,500,000 $2,665,000 $4,250,000 Division Total: 91 - Capital $2,122,092 $1,665,386 $2,287,108 $4,500,000 $2,665,000 $4,250,000 Expenditures Total $2,122,092 $1,665,386 $2,287,108 $4,500,000 $2,665,000 $4,250,000 Total: 04 - Motor Fuel Tax $846,009 $951,170 $61,106 ($2,650,000)($285,000)($1,925,000) **MFT has a 4/30/23 Fund Balance of $5,631,857 Motor Fuel Tax Fund 2024-2025 Fiscal Year Budget Revenues Expenditures Revenue & Expense Detail $1,000,000 $1,200,000 $1,400,000 $1,600,000 $1,800,000 $2,000,000 $2,200,000 $2,400,000 2021 Actual 2022 Actual 2023 Actual FY 2024 Adopted Budget FY 2025 Proposed Budget MFT Revenue History MFTEntitlements DRAFT 3/7/24 Page 1 74 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget Fund: 05 - Bond and Interest Fund Investment Income Interest Income 1,276 0 0 0 0 0 Total: Investment Income $1,276 $0 $0 $0 $0 $0 Debt Proceeds Refunding Bond Proceeds 2,790,000 2,385,000 0 0 0 0 Total: Debt Proceeds $2,790,000 $2,385,000 $0 $0 $0 $0 Interfund Transfers Transfer From Water & Sewer 983,800 935,748 949,100 952,088 952,088 0 Transfer From Capital 2,025,793 2,058,885 2,045,191 2,045,399 2,045,399 2,007,540 Total: Interfund Transfers $3,009,593 $2,994,633 $2,994,291 $2,997,487 $2,997,487 $2,007,540 Revenues Total $5,800,869 $5,379,633 $2,994,291 $2,997,487 $2,997,487 $2,007,540 Bond & Interest Fund 2024-2025 Fiscal Year Budget Revenues Revenue & Expense Detail $1,000,000 $1,500,000 $2,000,000$2,500,000$3,000,000 $3,500,000 $4,000,000$4,500,000$5,000,000 $5,500,000 $6,000,000 FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2025 Proposed Budget Bond & Interest Expense History Expenditures DRAFT 3/7/24 Page 2 75 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget Bond & Interest Fund 2024-2025 Fiscal Year Budget Revenue & Expense Detail Unit: 00 - Non-Departmental Division: 92 - Bonds OTHER - Other 2010 Bond (Principal)840,000 0 0 0 0 0 2010 Bond (Interest)143,800 0 0 0 0 0 2012 Refunding Bond (Princ)715,000 735,000 0 0 0 0 2012 Refunding Bond (Int)114,150 92,700 0 0 0 0 2014 Refunding Bond (Princ)965,000 1,025,000 1,060,000 1,095,000 1,095,000 1,090,000 2014 Refunding Bond (Int)236,850 207,900 177,150 145,350 145,350 112,500 2020 Refunding Bond (Princ)0 910,000 935,000 945,000 945,000 0 2020 Refunding Bond (Int)0 25,749 13,607 7,088 5,814 0 2021 Refunding Bond (Princ)0 0 790,000 795,000 795,000 800,000 2021 Refunding Bond (Int)0 0 18,532 10,049 10,049 5,040 Payment to Escrow Agent 2,754,483 2,355,000 0 0 0 0 Bond Issuance Costs 33,300 28,400 0 0 0 0 Total: OTHER - Other $5,802,583 $5,379,749 $2,994,289 $2,997,487 $2,996,213 $2,007,540 Expenditures Total $5,802,583 $5,379,749 $2,994,289 $2,997,487 $2,996,213 $2,007,540 Total: Bond & Interest ($1,714)($116)$2 $0 $1,274 $0 Expenditures DRAFT 3/7/24 Page 3 76 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget Fund: 14 - D.A.R.E. Fund Investment Income Interest Income $11 $12 $153 $100 $150 $100 Total: Investment Income $11 $12 $153 $100 $150 $100 Miscellaneous DARE Contributions 0 11,711 13,748 15,000 8,800 12,000 Total: Miscellaneous $0 $11,711 $13,748 $15,000 $8,800 $12,000 Revenues Total $11 $11,723 $13,901 $15,100 $8,950 $12,100 Unit: 00 - Non-Departmental Division: 00 - Non-Divisional D.A.R.E. Program 0 4,958 18,224 20,000 7,400 15,000 Total: Non-Divisional $0 $4,958 $18,224 $20,000 $7,400 $15,000 Expenditures Total $0 $4,958 $18,224 $20,000 $7,400 $15,000 Total: D.A.R.E. Fund $11 $6,765 ($4,323)($4,900)$1,550 ($2,900) **DARE Fund has a 4/30/23 Fund Balance of $5,990 D.A.R.E. Fund 2024-2025 Fiscal Year Budget Revenues Expenditures Revenue & Expense Detail $0 $2,000 $4,000 $6,000 $8,000 $10,000 $12,000 $14,000 $16,000 FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2025 Proposed Budget DARE Contribution History DARE Contributions DRAFT 3/7/24 Page 4 77 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget Fund: 17 - Tax Increment Financing Fund-Downtown Property Taxes Property Tax Revenue 775,317 757,117 747,531 750,000 752,596 755,000 Total: Property Taxes $775,317 $757,117 $747,531 $750,000 $752,596 $755,000 INT - Investment Income Interest Income 2,425 0 0 500 0 0 Total: Investment Income $2,425 $0 $0 $500 $0 $0 Revenues Total $777,742 $757,117 $747,531 $750,500 $752,596 $755,000 Unit: 00 - Non-Departmental Division: 91 - Capital Other Contractual Services 652,978 2,109,178 490,510 225,000 200,000 290,000 Facade Improvements 0 0 13,512 20,000 5,000 15,000 Total: Capital $652,978 $2,109,178 $504,022 $245,000 $205,000 $305,000 Division: 99 - Transfers OTHER - Other Property Tax Rebate 0 0 350,224 350,000 352,259 355,000 Total: Other $0 $0 $350,224 $350,000 $352,259 $355,000 Expenditures Total $652,978 $2,109,178 $854,246 $595,000 $557,259 $660,000 Total: Tax Increment Financing Fund $124,764 ($1,352,061)($106,715)$155,500 $195,337 $95,000 **TIF Fund has a 4/30/23 Fund Balance of ($339,632) Downtown Tax Increment Financing Fund 2024-2025 Fiscal Year Budget Revenues Expenditures Revenue & Expense Detail $480,000 $530,000 $580,000 $630,000 $680,000 $730,000 $780,000 $830,000 FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2025 Proposed Budget TIF Property Tax Revenue History Property TaxRevenue DRAFT 3/7/24 Page 5 78 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget Fund: 18 - Tax Increment Financing Fund - Rt 30 Property Taxes Property Tax Revenue 11,723 121,715 639,913 800,000 564,786 575,000 Total: Property Taxes $11,723 $121,715 $639,913 $800,000 $564,786 $575,000 INT - Investment Income Interest Income 16 0 0 50 0 0 Total: Investment Income $16 $0 $0 $50 $0 $0 Revenues Total $11,739 $121,715 $639,913 $800,050 $564,786 $575,000 Unit: 00 - Non-Departmental Division: 91 - Capital Redevelopment Rebate 0.00 0 329,066 0 239,972 245,000 Property Tax Rebate 5,997 57,029 299,802 400,000 264,349 275,000 $5,997 $57,029 $628,868 $400,000 $504,321 $520,000 Expenditures Total $5,997 $57,029 $628,868 $400,000 $504,321 $520,000 Total: Tax Increment Financing Fund $5,742 $64,686 $11,045 $400,050 $60,465 $55,000 **TIF Fund has a 4/30/23 Fund Balance of $82,445 OTHER - Other Total: Other Route 30 Tax Increment Financing Fund Revenue & Expense Detail 2024-2025 Fiscal Year Budget Revenues Expenditures $0 $200,000 $400,000 $600,000 $800,000 $1,000,000 FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 AdoptedBudget FY 2025 ProposedBudget Rt. 30 TIF Property Tax Revenue History Property TaxRevenue DRAFT 3/7/24 Page 6 79 Description FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2024 Estimated Amount FY 2025 Proposed Budget Fund: 27 - Alcohol Enforcement Fund Fines and Forfeits Alcohol Fines 15,858 19,872 22,522 15,000 15,000 15,000 Total: Fines and Forfeits $15,858 $19,872 $22,522 $15,000 $15,000 $15,000 Investment Income Interest Income 70 0 0 100 0 0 Total: Investment Income $70 $0 $0 $100 $0 $0 Revenues Total $15,928 $19,872 $22,522 $15,100 $15,000 $15,000 Unit: 00 - Non-Departmental Division: 99 - Transfers Other Transfer to General 25,000 25,000 20,000 20,000 20,000 20,000 Total: Other $25,000 $25,000 $20,000 $20,000 $20,000 $20,000 Expenditures Total $25,000 $25,000 $20,000 $20,000 $20,000 $20,000 Total: Alcohol Enforcement Fund ($9,072)($5,128)$2,522 ($4,900)($5,000)($5,000) **Alcohol Enforcement Fund has a 4/30/23 Fund Balance of $26,526 Alcohol Enforcement Fund 2024-2025 Fiscal Year Budget Revenues Expenditures Revenue & Expense Detail $8,200 $10,200 $12,200 $14,200 $16,200 $18,200 $20,200 $22,200 $24,200 FY 2021 Actual FY 2022 Actual FY 2023 Actual FY 2024 Adopted Budget FY 2025 Proposed Budget Alcohol Fines History AlcoholFines DRAFT 3/7/24 Page 7 80 Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/ Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total Fund 01 - General Fund EXPENSE Unit 08 - Street Department Division 02 - Administration Program 1005 Salaries-Full Time 495,000.00 .00 495,000.00 18,903.63 .00 388,026.29 106,973.71 78 279,513.98 1015 Salaries-Part Time 13,000.00 .00 13,000.00 659.24 .00 17,073.90 (4,073.90)131 8,549.96 2000 FICA 31,495.00 .00 31,495.00 1,179.56 .00 24,451.37 7,043.63 78 15,514.76 2001 Medicare 7,365.00 .00 7,365.00 275.86 .00 5,718.62 1,646.38 78 3,628.48 2010 IMRF 55,880.00 .00 55,880.00 1,630.30 .00 32,816.53 23,063.47 59 22,090.74 2020 Employee Insurance 95,000.00 .00 95,000.00 3,802.50 .00 85,738.36 9,261.64 90 44,949.23 2025 Deferred Comp. Contribution 10,000.00 .00 10,000.00 .00 .00 .00 10,000.00 0 3,455.24 3000 Travel/Training 13,000.00 .00 13,000.00 75.00 .00 13,661.20 (661.20)105 14,857.06 3001 Education/School .00 .00 .00 .00 .00 3,504.32 (3,504.32)+++.00 3015 IL Unemployment Insurance 5,000.00 .00 5,000.00 .00 .00 3,611.09 1,388.91 72 4,904.96 4000 Telephone/Internet 25,000.00 .00 25,000.00 .00 .00 17,282.55 7,717.45 69 16,849.99 4005 Cellular Phones 8,500.00 .00 8,500.00 .00 .00 8,838.63 (338.63)104 7,848.59 5005 Office Supplies/Postage 6,000.00 .00 6,000.00 62.20 .00 5,407.71 592.29 90 7,646.00 5015 Dues & Subscriptions 4,000.00 .00 4,000.00 .00 .00 5,216.28 (1,216.28)130 4,254.91 5020 Gas/Oil/Mileage/Carwash 500.00 .00 500.00 .00 .00 34.98 465.02 7 389.41 5040 Supplies/Hardware 1,000.00 .00 1,000.00 282.00 .00 1,490.67 (490.67)149 623.05 5095 Uniforms/Clothing .00 .00 .00 .00 .00 410.50 (410.50)+++.00 8020 Building Maintenance 25,000.00 .00 25,000.00 630.23 .00 13,331.71 11,668.29 53 18,618.51 8050 Legal Notices 2,000.00 .00 2,000.00 264.32 .00 2,154.26 (154.26)108 2,159.80 Division 02 - Administration Program Totals $797,740.00 $0.00 $797,740.00 $27,764.84 $0.00 $628,768.97 $168,971.03 79%$455,854.67 Division 60 - Street Maintenance Program 1005 Salaries-Full Time 940,000.00 .00 940,000.00 37,399.20 .00 811,199.79 128,800.21 86 917,284.53 1015 Salaries-Part Time 85,000.00 .00 85,000.00 .00 .00 104,320.50 (19,320.50)123 61,715.28 1800 Salaries-Overtime 95,000.00 .00 95,000.00 1,497.89 .00 78,700.25 16,299.75 83 102,655.75 2000 FICA 69,440.00 .00 69,440.00 2,319.90 .00 59,311.79 10,128.21 85 67,274.65 2001 Medicare 16,250.00 .00 16,250.00 542.54 .00 13,871.27 2,378.73 85 15,733.57 2010 IMRF 123,200.00 .00 123,200.00 3,227.72 .00 74,066.32 49,133.68 60 94,278.10 2020 Employee Insurance 225,000.00 .00 225,000.00 9,306.55 .00 216,916.60 8,083.40 96 235,394.89 2025 Deferred Comp. Contribution 25,000.00 .00 25,000.00 .00 .00 .00 25,000.00 0 22,337.35 4015 Electricity/Gas 170,000.00 .00 170,000.00 171.42 .00 173,941.83 (3,941.83)102 124,105.19 5020 Gas/Oil/Mileage/Carwash 80,000.00 .00 80,000.00 14,399.00 .00 69,499.77 10,500.23 87 80,650.81 5040 Supplies/Hardware 20,000.00 .00 20,000.00 2,391.13 .00 20,645.33 (645.33)103 22,474.93 5040.003 Supplies/Hardware-Salt Purchase 385,000.00 .00 385,000.00 78,379.98 281,709.68 258,305.84 (155,015.52)140 201,684.87 5055 Street Sign Maintenance 60,000.00 .00 60,000.00 1,770.70 .00 13,996.44 46,003.56 23 28,190.11 5060 Aggregate Materials 5,000.00 .00 5,000.00 .00 .00 9,468.60 (4,468.60)189 9,418.55 5095 Uniforms/Clothing 13,000.00 .00 13,000.00 1,672.81 .00 18,413.47 (5,413.47)142 14,050.93 8003 Radio Maintenance 5,000.00 .00 5,000.00 .00 .00 .00 5,000.00 0 .00 Run by Traci Pleckham on 03/07/2024 04:14:26 PM Page 1 of 7 Budget Performance Report Fiscal Year to Date 03/07/24 Exclude Rollup Account 81 Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/ Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total Fund 01 - General Fund EXPENSE Unit 08 - Street Department Division 60 - Street Maintenance Program 8060 Vehicle Maintenance 40,000.00 .00 40,000.00 2,578.65 .00 31,511.98 8,488.02 79 44,768.69 8130 Street/Traffic Light Maintenance 140,000.00 .00 140,000.00 30,088.23 .00 124,416.35 15,583.65 89 186,682.51 8131 Street Maintenance 190,000.00 .00 190,000.00 .00 .00 133,468.27 56,531.73 70 143,286.14 8132 Storm Sewer Improvements 30,000.00 .00 30,000.00 .00 .00 17,849.61 12,150.39 59 19,101.70 8135 Contractual Services 200,000.00 .00 200,000.00 435.00 5,735.40 117,395.94 76,868.66 62 138,130.50 8135.004 Snow Removal 550,000.00 .00 550,000.00 69,815.00 .00 337,416.24 212,583.76 61 186,960.52 8150 Sidewalk Maintenance 5,000.00 .00 5,000.00 .00 .00 7,531.50 (2,531.50)151 2,112.19 8160 Equipment Maintenance 135,000.00 .00 135,000.00 22,776.28 .00 91,816.25 43,183.75 68 122,139.47 Division 60 - Street Maintenance Program Totals $3,606,890.00 $0.00 $3,606,890.00 $278,772.00 $287,445.08 $2,784,063.94 $535,380.98 85%$2,840,431.23 Division 61 - Snow and Ice Removal Program 5040 Supplies/Hardware .00 .00 .00 2.99 .00 2.99 (2.99)+++.00 Division 61 - Snow and Ice Removal Program Totals $0.00 $0.00 $0.00 $2.99 $0.00 $2.99 ($2.99)+++$0.00 Division 62 - Forestry Program 1005 Salaries-Full Time 93,000.00 .00 93,000.00 3,152.67 .00 73,080.46 19,919.54 79 89,710.21 1800 Salaries-Overtime 12,000.00 .00 12,000.00 425.49 .00 8,311.36 3,688.64 69 12,775.10 2000 FICA 6,510.00 .00 6,510.00 218.61 .00 4,861.33 1,648.67 75 6,464.09 2001 Medicare 1,525.00 .00 1,525.00 51.13 .00 1,136.91 388.09 75 1,511.73 2010 IMRF 11,550.00 .00 11,550.00 297.33 .00 6,808.86 4,741.14 59 9,491.39 2020 Employee Insurance 18,000.00 .00 18,000.00 377.28 .00 11,081.71 6,918.29 62 16,195.60 2025 Deferred Comp. Contribution 4,000.00 .00 4,000.00 .00 .00 .00 4,000.00 0 2,299.74 5040 Supplies/Hardware 15,000.00 .00 15,000.00 533.79 .00 11,449.23 3,550.77 76 15,577.47 5095 Uniforms/Clothing 1,500.00 .00 1,500.00 .00 .00 296.93 1,203.07 20 499.87 8135 Contractual Services 30,000.00 .00 30,000.00 .00 .00 20,085.87 9,914.13 67 24,851.79 8135.002 Tree Removal 45,000.00 .00 45,000.00 .00 .00 9,550.00 35,450.00 21 40,650.00 Division 62 - Forestry Program Totals $238,085.00 $0.00 $238,085.00 $5,056.30 $0.00 $146,662.66 $91,422.34 62%$220,026.99 Division 63 - Vehicle Maintenance Program 1005 Salaries-Full Time 219,000.00 .00 219,000.00 8,366.03 .00 185,768.30 33,231.70 85 207,842.11 1800 Salaries-Overtime 10,000.00 .00 10,000.00 .00 .00 3,197.88 6,802.12 32 5,069.09 2000 FICA 14,200.00 .00 14,200.00 500.73 .00 11,346.21 2,853.79 80 12,863.53 2001 Medicare 3,320.00 .00 3,320.00 117.11 .00 2,653.56 666.44 80 3,008.40 2010 IMRF 25,190.00 .00 25,190.00 695.21 .00 15,801.91 9,388.09 63 18,904.15 2020 Employee Insurance 40,000.00 .00 40,000.00 1,969.07 .00 47,479.97 (7,479.97)119 42,304.17 2025 Deferred Comp. Contribution 6,000.00 .00 6,000.00 .00 .00 .00 6,000.00 0 4,274.45 Division 63 - Vehicle Maintenance Program Totals $317,710.00 $0.00 $317,710.00 $11,648.15 $0.00 $266,247.83 $51,462.17 84%$294,265.90 Unit 08 - Street Department Totals $4,960,425.00 $0.00 $4,960,425.00 $323,244.28 $287,445.08 $3,825,746.39 $847,233.53 83%$3,810,578.79 EXPENSE TOTALS $4,960,425.00 $0.00 $4,960,425.00 $323,244.28 $287,445.08 $3,825,746.39 $847,233.53 83%$3,810,578.79 Run by Traci Pleckham on 03/07/2024 04:14:26 PM Page 2 of 7 Budget Performance Report Fiscal Year to Date 03/07/24 Exclude Rollup Account 82 Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/ Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total Fund 01 - General Fund Totals REVENUE TOTALS .00 .00 .00 .00 .00 .00 .00 +++.00 EXPENSE TOTALS 4,960,425.00 .00 4,960,425.00 323,244.28 287,445.08 3,825,746.39 847,233.53 83%3,810,578.79 Fund 01 - General Fund Totals ($4,960,425.00)$0.00 ($4,960,425.00)($323,244.28)($287,445.08)($3,825,746.39)($847,233.53)($3,810,578.79) Fund 04 - Motor Fuel Tax REVENUE 0450.457 MFT Entitlements 1,775,000.00 .00 1,775,000.00 .00 .00 1,817,667.74 (42,667.74)102 1,756,981.00 0700.650 Grant Revenue .00 .00 .00 .00 .00 .00 .00 +++434,757.27 0800.800 Interest Income 75,000.00 .00 75,000.00 .00 .00 212,947.36 (137,947.36)284 156,475.74 REVENUE TOTALS $1,850,000.00 $0.00 $1,850,000.00 $0.00 $0.00 $2,030,615.10 ($180,615.10)110%$2,348,214.01 EXPENSE Unit 00 - Non-Departmental Division 91 - Capital 9150 Street Improvements 2,500,000.00 .00 2,500,000.00 .00 .00 1,911,291.56 588,708.44 76 2,287,108.05 9150.001 127th St & Plfd-Naper Rd 2,000,000.00 .00 2,000,000.00 5,137.67 .00 321,137.79 1,678,862.21 16 .00 Division 91 - Capital Totals $4,500,000.00 $0.00 $4,500,000.00 $5,137.67 $0.00 $2,232,429.35 $2,267,570.65 50%$2,287,108.05 Unit 00 - Non-Departmental Totals $4,500,000.00 $0.00 $4,500,000.00 $5,137.67 $0.00 $2,232,429.35 $2,267,570.65 50%$2,287,108.05 EXPENSE TOTALS $4,500,000.00 $0.00 $4,500,000.00 $5,137.67 $0.00 $2,232,429.35 $2,267,570.65 50%$2,287,108.05 Fund 04 - Motor Fuel Tax Totals REVENUE TOTALS 1,850,000.00 .00 1,850,000.00 .00 .00 2,030,615.10 (180,615.10)110%2,348,214.01 EXPENSE TOTALS 4,500,000.00 .00 4,500,000.00 5,137.67 .00 2,232,429.35 2,267,570.65 50%2,287,108.05 Fund 04 - Motor Fuel Tax Totals ($2,650,000.00)$0.00 ($2,650,000.00)($5,137.67)$0.00 ($201,814.25)($2,448,185.75)$61,105.96 Fund 05 - Bond and Interest Fund REVENUE 0999.902 Transfer From Water and Sewer 952,088.00 .00 952,088.00 .00 .00 952,088.00 .00 100 949,100.00 0999.911 Transfer From Capital 2,045,399.00 .00 2,045,399.00 .00 .00 2,045,399.00 .00 100 2,045,191.00 REVENUE TOTALS $2,997,487.00 $0.00 $2,997,487.00 $0.00 $0.00 $2,997,487.00 $0.00 100%$2,994,291.00 EXPENSE Unit 00 - Non-Departmental Division 92 - Bonds 9200.030 2014 Refunding- 2007 Bond (Principal)1,095,000.00 .00 1,095,000.00 .00 .00 1,095,000.00 .00 100 1,060,000.00 9200.031 2014 Refunding- 2007 Bond (Interest)145,350.00 .00 145,350.00 .00 .00 145,350.00 .00 100 177,150.00 9200.034 2020 Refunding-2010 Bond (Principal)945,000.00 .00 945,000.00 .00 .00 945,000.00 .00 100 935,000.00 9200.035 2020 Refunding-2010 Bond (Interest)7,088.00 .00 7,088.00 .00 .00 5,814.27 1,273.73 82 13,607.08 9200.036 2021 Refunding-2012 Bond (Principal)795,000.00 .00 795,000.00 .00 .00 795,000.00 .00 100 790,000.00 9200.037 2021 Refunding-2012 Bond (Interest)10,049.00 .00 10,049.00 .00 .00 10,048.50 .50 100 18,531.45 Division 92 - Bonds Totals $2,997,487.00 $0.00 $2,997,487.00 $0.00 $0.00 $2,996,212.77 $1,274.23 100%$2,994,288.53 Unit 00 - Non-Departmental Totals $2,997,487.00 $0.00 $2,997,487.00 $0.00 $0.00 $2,996,212.77 $1,274.23 100%$2,994,288.53 EXPENSE TOTALS $2,997,487.00 $0.00 $2,997,487.00 $0.00 $0.00 $2,996,212.77 $1,274.23 100%$2,994,288.53 Run by Traci Pleckham on 03/07/2024 04:14:26 PM Page 3 of 7 Budget Performance Report Fiscal Year to Date 03/07/24 Exclude Rollup Account 83 Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/ Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total Fund 05 - Bond and Interest Fund Totals REVENUE TOTALS 2,997,487.00 .00 2,997,487.00 .00 .00 2,997,487.00 .00 100%2,994,291.00 EXPENSE TOTALS 2,997,487.00 .00 2,997,487.00 .00 .00 2,996,212.77 1,274.23 100%2,994,288.53 Fund 05 - Bond and Interest Fund Totals $0.00 $0.00 $0.00 $0.00 $0.00 $1,274.23 ($1,274.23)$2.47 Fund 11 - Capital Improvement Fund REVENUE 0450.450 Home Rule Sales Tax 6,150,000.00 .00 6,150,000.00 .00 .00 5,150,158.10 999,841.90 84 6,338,463.18 0500.502 Utility Tax 3,225,000.00 .00 3,225,000.00 .00 .00 2,365,186.29 859,813.71 73 3,295,634.57 0500.503 Local Motor Fuel Tax 700,000.00 .00 700,000.00 2,854.05 .00 589,029.97 110,970.03 84 716,571.09 0570.853 Annexation/Impact Fee 30,000.00 .00 30,000.00 8,000.00 .00 133,252.76 (103,252.76)444 105,275.17 0570.855 Traffic Signal Impact Fee .00 .00 .00 .00 .00 127,030.00 (127,030.00)+++.00 0570.860 Traffic Impact Fee 75,000.00 .00 75,000.00 6,000.00 .00 885,550.00 (810,550.00)1181 133,174.50 0570.861 Municipal Facilities Fee 25,000.00 .00 25,000.00 6,000.00 .00 100,500.00 (75,500.00)402 78,000.00 0570.863 Greenbelt Contribution .00 .00 .00 .00 .00 25,390.00 (25,390.00)+++.00 0570.876 Recapture Fee 10,000.00 .00 10,000.00 .00 .00 310.84 9,689.16 3 315,991.75 0650.670 Impound Fee 25,000.00 .00 25,000.00 250.00 .00 15,000.00 10,000.00 60 31,250.00 0650.673 Daily Storage Fee for Impound 3,000.00 .00 3,000.00 .00 .00 1,350.00 1,650.00 45 7,975.00 0650.675 Red Light Fines 375,000.00 .00 375,000.00 500.00 .00 322,306.00 52,694.00 86 370,105.00 0700.100 143rd St Grant(IDOT Reimbursement)8,800,000.00 .00 8,800,000.00 .00 .00 .00 8,800,000.00 0 815,198.80 0700.650 Grant Revenue 1,665,000.00 .00 1,665,000.00 .00 .00 392,791.78 1,272,208.22 24 302,282.92 0700.736 STP Grant 1,500,000.00 .00 1,500,000.00 .00 .00 .00 1,500,000.00 0 .00 0800.800 Interest Income 250,000.00 .00 250,000.00 .00 .00 1,018,164.12 (768,164.12)407 536,550.58 0800.826 Realized Gain/Loss On Investment .00 .00 .00 .00 .00 1,360.98 (1,360.98)+++.00 0800.827 Unrealized Gain/Loss .00 .00 .00 .00 .00 10,038.63 (10,038.63)+++(8,650.33) 0803.000 Sales-Fixed Assets 5,000.00 .00 5,000.00 .00 .00 53,336.03 (48,336.03)1067 1,500.00 0805.000 Other Reimbursements 1,050,000.00 .00 1,050,000.00 .00 .00 1,000,000.00 50,000.00 95 114,020.38 0806.000 Other Receipts 95,000.00 .00 95,000.00 .00 .00 625,544.44 (530,544.44)658 775.00 0999.901 Transfer From General 1,400,000.00 .00 1,400,000.00 .00 .00 1,400,000.00 .00 100 9,285,537.00 REVENUE TOTALS $25,383,000.00 $0.00 $25,383,000.00 $23,604.05 $0.00 $14,216,299.94 $11,166,700.06 56%$22,439,654.61 EXPENSE Unit 00 - Non-Departmental Division 00 - Non-Divisional 8135 Contractual Services 110,000.00 .00 110,000.00 9,190.00 .00 83,028.91 26,971.09 75 110,651.27 Division 00 - Non-Divisional Totals $110,000.00 $0.00 $110,000.00 $9,190.00 $0.00 $83,028.91 $26,971.09 75%$110,651.27 Division 91 - Capital 8078 Economic Incentive Rebate .00 .00 .00 .00 .00 .00 .00 +++138,423.92 8140.001 Transportation Plan-Capital .00 .00 .00 .00 .00 .00 .00 +++139,226.45 8225 Engineering Fees 100,000.00 .00 100,000.00 10,004.11 .00 68,449.17 31,550.83 68 82,473.04 9105 Building Improvements 750,000.00 .00 750,000.00 57,266.55 57,377.92 483,275.62 209,346.46 72 393,633.85 9105.005 Building Improvements-Police .00 .00 .00 .00 .00 .00 .00 +++46,970.38 9105.007 Building Improvements-PEMA 350,000.00 .00 350,000.00 9,500.00 .00 246,604.26 103,395.74 70 .00 Run by Traci Pleckham on 03/07/2024 04:14:26 PM Page 4 of 7 Budget Performance Report Fiscal Year to Date 03/07/24 Exclude Rollup Account 84 Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/ Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total Fund 11 - Capital Improvement Fund EXPENSE Unit 00 - Non-Departmental Division 91 - Capital 9107.002 127th St-Plfd/Naperville Rd .00 .00 .00 .00 .00 .00 .00 +++136,471.67 9107.007 119th Street/Rt. 30 .00 .00 .00 .00 .00 .00 .00 +++1,749.79 9112 Sidewalk Curb & Bikepath Replace 700,000.00 .00 700,000.00 1,185.00 .00 488,353.88 211,646.12 70 429,707.66 9120.005 Machinery and Equipment-Police 350,000.00 .00 350,000.00 4,959.60 .00 438,419.13 (88,419.13)125 202,557.79 9120.008 Machinery and Equipment-PW/Community Development 450,000.00 .00 450,000.00 .00 .00 289,363.09 160,636.91 64 723,698.73 9120.050 Machinery and Equipment-Police Body Camera- Reserved 163,000.00 .00 163,000.00 .00 .00 261,161.58 (98,161.58)160 116,255.44 9152.001 Street Lights-Replacement 125,000.00 .00 125,000.00 .00 .00 .00 125,000.00 0 33,830.00 9152.004 Settler's Park-Campus Refresh 50,000.00 .00 50,000.00 .00 .00 7,498.28 42,501.72 15 3,756.10 9152.008 Pond Drainage 40,000.00 .00 40,000.00 .00 .00 812.50 39,187.50 2 .00 9152.009 Grade Crossing Elimination Study 100,000.00 .00 100,000.00 .00 .00 .00 100,000.00 0 .00 9152.010 Gateway Signage 200,000.00 .00 200,000.00 .00 .00 .00 200,000.00 0 .00 9152.011 Riverfront Engineering(OSLAD)75,000.00 .00 75,000.00 .00 .00 41,969.16 33,030.84 56 .00 9155 Bridge Repairs & Reconstruction 1,025,000.00 .00 1,025,000.00 .00 .00 74,119.08 950,880.92 7 12,586.10 9156 Storm & Drainage Improvements 40,000.00 .00 40,000.00 .00 .00 63,091.25 (23,091.25)158 75,577.84 9164 Pavement Patching 125,000.00 .00 125,000.00 .00 .00 5,844.50 119,155.50 5 117,009.56 9165 Roadway Improvements 2,750,000.00 .00 2,750,000.00 .00 .00 2,661,753.53 88,246.47 97 3,083,652.93 9165.009 143rd St. East Extension 8,100,000.00 .00 8,100,000.00 82,638.69 .00 9,878,571.97 (1,778,571.97)122 1,848,838.52 9165.019 I-55 Interchange Design 40,000.00 .00 40,000.00 .00 .00 .00 40,000.00 0 .00 9165.027 Lockport St. Bybass 250,000.00 .00 250,000.00 .00 .00 37,239.91 212,760.09 15 .00 9165.028 Renwick Corridor 325,000.00 .00 325,000.00 4,180.00 .00 191,902.52 133,097.48 59 63,995.93 9165.033 143rd Street-West Extension 8,000,000.00 .00 8,000,000.00 .00 .00 93,722.00 7,906,278.00 1 128,279.18 9165.034 Old Town Reconstruction .00 .00 .00 .00 .00 16,342.50 (16,342.50)+++.00 9180.001 Beautification Improvements 150,000.00 .00 150,000.00 .00 .00 3,077.50 146,922.50 2 73,069.52 Division 91 - Capital Totals $24,258,000.00 $0.00 $24,258,000.00 $169,733.95 $57,377.92 $15,351,571.43 $8,849,050.65 64%$7,851,764.40 Division 99 - Transfers 9905 Transfer to Debt Service 2,045,399.00 .00 2,045,399.00 .00 .00 2,045,399.00 .00 100 2,045,191.00 Division 99 - Transfers Totals $2,045,399.00 $0.00 $2,045,399.00 $0.00 $0.00 $2,045,399.00 $0.00 100%$2,045,191.00 Unit 00 - Non-Departmental Totals $26,413,399.00 $0.00 $26,413,399.00 $178,923.95 $57,377.92 $17,479,999.34 $8,876,021.74 66%$10,007,606.67 EXPENSE TOTALS $26,413,399.00 $0.00 $26,413,399.00 $178,923.95 $57,377.92 $17,479,999.34 $8,876,021.74 66%$10,007,606.67 Fund 11 - Capital Improvement Fund Totals REVENUE TOTALS 25,383,000.00 .00 25,383,000.00 23,604.05 .00 14,216,299.94 11,166,700.06 56%22,439,654.61 EXPENSE TOTALS 26,413,399.00 .00 26,413,399.00 178,923.95 57,377.92 17,479,999.34 8,876,021.74 66%10,007,606.67 Fund 11 - Capital Improvement Fund Totals ($1,030,399.00)$0.00 ($1,030,399.00)($155,319.90)($57,377.92)($3,263,699.40)$2,290,678.32 $12,432,047.94 Run by Traci Pleckham on 03/07/2024 04:14:26 PM Page 5 of 7 Budget Performance Report Fiscal Year to Date 03/07/24 Exclude Rollup Account 85 Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/ Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total Fund 14 - D.A.R.E. Fund REVENUE 0800.800 Interest Income 100.00 .00 100.00 .00 .00 119.90 (19.90)120 152.71 0801.840 DARE Contribution 15,000.00 .00 15,000.00 .00 .00 8,741.50 6,258.50 58 13,748.89 REVENUE TOTALS $15,100.00 $0.00 $15,100.00 $0.00 $0.00 $8,861.40 $6,238.60 59%$13,901.60 EXPENSE Unit 00 - Non-Departmental Division 00 - Non-Divisional 8245 D.A.R.E. Program 20,000.00 .00 20,000.00 843.00 .00 6,702.94 13,297.06 34 18,223.93 Division 00 - Non-Divisional Totals $20,000.00 $0.00 $20,000.00 $843.00 $0.00 $6,702.94 $13,297.06 34%$18,223.93 Unit 00 - Non-Departmental Totals $20,000.00 $0.00 $20,000.00 $843.00 $0.00 $6,702.94 $13,297.06 34%$18,223.93 EXPENSE TOTALS $20,000.00 $0.00 $20,000.00 $843.00 $0.00 $6,702.94 $13,297.06 34%$18,223.93 Fund 14 - D.A.R.E. Fund Totals REVENUE TOTALS 15,100.00 .00 15,100.00 .00 .00 8,861.40 6,238.60 59%13,901.60 EXPENSE TOTALS 20,000.00 .00 20,000.00 843.00 .00 6,702.94 13,297.06 34%18,223.93 Fund 14 - D.A.R.E. Fund Totals ($4,900.00)$0.00 ($4,900.00)($843.00)$0.00 $2,158.46 ($7,058.46)($4,322.33) Fund 17 - Tax Increment Financing-Downtown REVENUE 0400.401 Property Tax Revenue 750,000.00 .00 750,000.00 .00 .00 752,596.43 (2,596.43)100 747,530.96 0800.800 Interest Income 500.00 .00 500.00 .00 .00 .00 500.00 0 .00 REVENUE TOTALS $750,500.00 $0.00 $750,500.00 $0.00 $0.00 $752,596.43 ($2,096.43)100%$747,530.96 EXPENSE Unit 00 - Non-Departmental Division 00 - Non-Divisional 8077 Property Tax Rebate 350,000.00 .00 350,000.00 .00 .00 352,258.92 (2,258.92)101 350,222.22 Division 00 - Non-Divisional Totals $350,000.00 $0.00 $350,000.00 $0.00 $0.00 $352,258.92 ($2,258.92)101%$350,222.22 Division 91 - Capital 8135 Contractual Services 225,000.00 .00 225,000.00 9,604.26 .00 170,404.14 54,595.86 76 490,510.32 9199 Facade Improvements 20,000.00 .00 20,000.00 .00 .00 .00 20,000.00 0 13,512.38 Division 91 - Capital Totals $245,000.00 $0.00 $245,000.00 $9,604.26 $0.00 $170,404.14 $74,595.86 70%$504,022.70 Unit 00 - Non-Departmental Totals $595,000.00 $0.00 $595,000.00 $9,604.26 $0.00 $522,663.06 $72,336.94 88%$854,244.92 EXPENSE TOTALS $595,000.00 $0.00 $595,000.00 $9,604.26 $0.00 $522,663.06 $72,336.94 88%$854,244.92 Fund 17 - Tax Increment Financing-Downtown Totals REVENUE TOTALS 750,500.00 .00 750,500.00 .00 .00 752,596.43 (2,096.43)100%747,530.96 EXPENSE TOTALS 595,000.00 .00 595,000.00 9,604.26 .00 522,663.06 72,336.94 88%854,244.92 Fund 17 - Tax Increment Financing-Downtown Totals $155,500.00 $0.00 $155,500.00 ($9,604.26)$0.00 $229,933.37 ($74,433.37)($106,713.96) Fund 18 - Tax Increment Financing-Rt 30 REVENUE 0400.401 Property Tax Revenue 800,000.00 .00 800,000.00 .00 .00 564,785.77 235,214.23 71 639,912.70 Run by Traci Pleckham on 03/07/2024 04:14:26 PM Page 6 of 7 Budget Performance Report Fiscal Year to Date 03/07/24 Exclude Rollup Account 86 Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/ Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total Fund 18 - Tax Increment Financing-Rt 30 REVENUE 0800.800 Interest Income 50.00 .00 50.00 .00 .00 .00 50.00 0 .00 REVENUE TOTALS $800,050.00 $0.00 $800,050.00 $0.00 $0.00 $564,785.77 $235,264.23 71%$639,912.70 EXPENSE Unit 00 - Non-Departmental Division 00 - Non-Divisional 8077 Property Tax Rebate 400,000.00 .00 400,000.00 .00 .00 264,349.06 135,650.94 66 299,802.38 8077.001 Redevelopment Rebate .00 .00 .00 .00 .00 239,971.91 (239,971.91)+++329,066.13 Division 00 - Non-Divisional Totals $400,000.00 $0.00 $400,000.00 $0.00 $0.00 $504,320.97 ($104,320.97)126%$628,868.51 Unit 00 - Non-Departmental Totals $400,000.00 $0.00 $400,000.00 $0.00 $0.00 $504,320.97 ($104,320.97)126%$628,868.51 EXPENSE TOTALS $400,000.00 $0.00 $400,000.00 $0.00 $0.00 $504,320.97 ($104,320.97)126%$628,868.51 Fund 18 - Tax Increment Financing-Rt 30 Totals REVENUE TOTALS 800,050.00 .00 800,050.00 .00 .00 564,785.77 235,264.23 71%639,912.70 EXPENSE TOTALS 400,000.00 .00 400,000.00 .00 .00 504,320.97 (104,320.97)126%628,868.51 Fund 18 - Tax Increment Financing-Rt 30 Totals $400,050.00 $0.00 $400,050.00 $0.00 $0.00 $60,464.80 $339,585.20 $11,044.19 Fund 27 - Alcohol Enforcement Fund REVENUE 0600.610 Alcohol Fines 15,000.00 .00 15,000.00 .00 .00 13,557.50 1,442.50 90 22,523.00 0800.800 Interest Income 100.00 .00 100.00 .00 .00 .00 100.00 0 .00 REVENUE TOTALS $15,100.00 $0.00 $15,100.00 $0.00 $0.00 $13,557.50 $1,542.50 90%$22,523.00 EXPENSE Unit 00 - Non-Departmental Division 99 - Transfers 9901 Transfer to General 20,000.00 .00 20,000.00 .00 .00 20,000.00 .00 100 20,000.00 Division 99 - Transfers Totals $20,000.00 $0.00 $20,000.00 $0.00 $0.00 $20,000.00 $0.00 100%$20,000.00 Unit 00 - Non-Departmental Totals $20,000.00 $0.00 $20,000.00 $0.00 $0.00 $20,000.00 $0.00 100%$20,000.00 EXPENSE TOTALS $20,000.00 $0.00 $20,000.00 $0.00 $0.00 $20,000.00 $0.00 100%$20,000.00 Fund 27 - Alcohol Enforcement Fund Totals REVENUE TOTALS 15,100.00 .00 15,100.00 .00 .00 13,557.50 1,542.50 90%22,523.00 EXPENSE TOTALS 20,000.00 .00 20,000.00 .00 .00 20,000.00 .00 100%20,000.00 Fund 27 - Alcohol Enforcement Fund Totals ($4,900.00)$0.00 ($4,900.00)$0.00 $0.00 ($6,442.50)$1,542.50 $2,523.00 Grand Totals REVENUE TOTALS 31,811,237.00 .00 31,811,237.00 23,604.05 .00 20,584,203.14 11,227,033.86 65%29,206,027.88 EXPENSE TOTALS 39,906,311.00 .00 39,906,311.00 517,753.16 344,823.00 27,588,074.82 11,973,413.18 70%20,620,919.40 Grand Totals ($8,095,074.00)$0.00 ($8,095,074.00)($494,149.11)($344,823.00)($7,003,871.68)($746,379.32)$8,585,108.48 Run by Traci Pleckham on 03/07/2024 04:14:26 PM Page 7 of 7 Budget Performance Report Fiscal Year to Date 03/07/24 Exclude Rollup Account 87