Attachment 3_550-24-202_BD Drawings-rev-Part 1 of 6.pdf

DEPARTMENT OF VETERANS AFFAIRS

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

CS-531 SITE DETAILS

550-24-202

550-24-202

2023-08-04

OVERALL CAMPUS MAP

550-24-202

2 of 302023-08-04

FINAL 8/21/2024

VHADANEliaD Text Box ←N.I.C.

VHADANEliaD Text Box ←N.I.C.

VHADANEliaD Text Box N.I.C.↑

VHADANEliaD Text Box ←N.I.C.

VHADANEliaD Text Box N.I.C.- NOT IN CONTRACT on all drawings

BENCHMARK INFORMATION

EXISTING LEGEND

UNK

550-24-202

14. CABLE TV: EXISTING IS ROUTED FROM B98 THROUGH B33, B34, B35, B60, THEN TO GREEN HOMES.

CONTRACTOR SHALL RE-ROUTE FROM B98 TO B60 UTILIZING AN EXISTING CONDUIT.

UTILIZE THE FOLLOWING:

75 OHM HARD LINE

7/8" HELIX

FINAL 8/21/2024 2023-08-04

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SIIE NAME

The area scheduled for construction is known as "Demolish Quarters" (hereinafter referred to as the "Project").

PROJECT LOCATION

The longitude property of is 87"35 located 07" W.

on the Illiano Healthcare System Campus in Danville, Illinois, at a latitude of 40"07'28" N and a

OWNER'S INFORMATION

Name:

Address:

Title:

Telephone:

OPERATOR'S INFORMATION

Name:

Address:

Title:

Telephone:

Department of Veterans Affairs 1900 East Main Street, Danville, Illinois 618.32 Contracting Officer's Representative (COR)

(217) 554-5982

Department of Veterans Affairs 1900 East Main Street, Danville, Illinois 61832 Contracting Officer's Representative {COR)

(217) 554-5982

1. Material storage areas (more specifica 2.

NOTICE OF INJENT

All on-site parties construction defined as owners activities.

or Submittal operators of must late NOl's submit ls a not

Notice of prohibited:

Intent however, {NOi) at least authorization

4B hours under prior the to construction commencement general of permit enforcement is only for actions by discharges the EPA.

that For occur the ofter purposes permit of this coverage permit, is an granted.

operator is Unpermitted defined as discharges any party may be meeting subject either to of the following requirements:

a) those

The plans party and has specifications.

operational control over construction plans and specifications, including the ability to make modifications to a

b) The stormwater party hos pollution day-to-day prevention plan operational for the control site or of other those permit activities at conditions.

a project that ore necessary to ensure compliance with

11" x 17" PLAT

Refer to the Overall Campus Map, Gl-002.

PROJECT NARRATIVE

the The proposed demolition of project associated includes site the and demolition utilities.

of Buildings 31-34, 37, 3B, 75, B1, and 83 along with

VICINITY MAP

Refer to Cover Sheet

LOCATION OF ALL LOTS AND PROPOSED SUE IMPROVEMENTS

The proposed site improvements ore shown on the included plans.

HYDROLOGIC UNIT CODE CHUC)

051201090903

STAJE AND FEDERAL WAJER QUALITY PERMITS

Not applicable

SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEA'vE THE SITE

All stormwater runoff will be routed to the existing storm sewer system.

LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATERCOURSES ON AND ADJACENT TO THE SIJE

No wetlands, lakes or watercourses are on or adjacent to the site.

IDENTIFICATION OF ALL RECEIVING WAJERS

Lick Creek to Stoney Creek

IDENTIFlCATION OF ALL POTENTIAL DISCHARGES IO GROUND WATER

There are no locations on site where surface water may be discharged into ground water.

100 YEAR FLOODPLAINS, fLOODWAYS, AND FLOODWAY FRINGES for The site

Vermillion is not

County, located in

Illinois, within

Map any

Numbers floodplain, 17183C03B0D, floodway, or dated floodwoy

May 16, fringe

2012.

as indicated on the Flood Insurance Rate Map (FIRM)

ADJACENT LAND USE

East:

North:

Danville Danville Area

National

Community Cemetery

College

West:

South:

Residential Residential

LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL OISJURBED AREAS

Approximate boundaries of disturbed areas ore as identified on the Erosion Control Pion Sheets.

IDENTIFICATION OF EXISTING VEGETATIVE COVER

The current property consists of bulldlfngs, and parking lots.

SOILS MAP INCWDING SOIL DESCRIPTION AND LIMITATIONS

The loam, Natural Urban land, Resources and Senachwine

Conservation silt

Service loom soils

(NRCS)

are

Web located

Soll on Survey the of site.

Vermllllon County, lllfnois, indicates Strawn silt loom, Kendall sllt

The system.

on-site Remedial soil will be treatments treated may as include, recommended but are by not the limited geotechnical to, removal engineer of if unsuitable the soil conditions and are backfilling unsuitable with for the engineered pavement material, installation of a geofobric within or under the pavement system, or treatment of the subgrode with lime.

LOCATIONS, SIZE, AND DIMENSIONS FOR PROPOSED STORMWAJER SYSTEMS

Refer to Development Plan Sheets for any stormwoter systems.

PLANS FOR ANY OFF-SIJE CONSTRUCTION ACTIVITIES ASSOCIAJED WITH THIS PROJECT

There ore no off-site construction activities associated with this project.

LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL

Excess applicable soil lows.

shall be immediately stockpiled and seeded and/or removed from the construction site in accordance with all EXISTING

SITE TOPOGRAPHY

Refer to Existing Topography Pion Sheets

PROPOSED FINAL SIJE TOPOGRAPHY

Refer to Development Pion Sheets

DESCRIPTION OF POJENTIAL POLWTANT SOURCES ASSOCIAJED WITH CONSTRUCTION ACTIVITIES The following potential pollutant sources may be lly associated described with below) construction activities on site:

Construction waste material

3. Fuel storage areas and fueling stations

4. Exposed soils

5. Leaking vehicles and equipment

6. Sanitary waste from temporary toilet facilities

7. Litter

8. Windblown dust

9. Soil tracking off site from construction equipment

The following construction materials will be staged or stored on site at various points during development of the site:

1. Structural flll

2. Road Base

3. Plastic drainage pipe

4. Water main pipe and appurtenances

5. Concrete drainage pipe

6. Concrete culverts

7. Precast concrete manholes

8. Rock rip-rap

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SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND-PISJUBBING ACTIVITIES

INITIAL PHASE

1. Install construction entrance.

2. Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post the NOi at the entrance. Add protection measures to existing inlets. Minimize impacts to existing areas offsite where possible.

3. Install staging area, fueling station, material storage area and concrete truck washout.

4. Strip the top soil and stockpile. Begin grading operations.

5. Complete the cut and fills on the site. Final grade and seed the pond slopes. Install check dams or stabilize the slopes with erosion control blankets.

6. Prior to building construction, install stone surface for paved areas.

7. Any disturbed areas left dormant for more than 15 days, must be temporarily seeded.

BUILDING PHASE

8. Start building construction. Install staging area for building materials.

9. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlet and install riprop outlet protection prior to installing outlets.

10. Final grade and stabilize slopes when stormwoter inlets are functioning.

11. Continue building construction and seed the perimeter of the site or other areas left dormant for 15 days .

12. Complete utility installation, curbs, paving and building construction.

FINAL STABILIZATION

13. Install landscaping plant material and stabilize all disturbed areas onsite and offsite.

14. Remove all temporary erosion and sediment control practices when areas hove a uniform gross cover. All permanent erosion and sediment control measures shall remain in place.

STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS

Construction entrances will be in place prior to any site construction or demolition. Existing paved drives will be used for construction entrances.

SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS

Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6: 1 (horizontal to vertlcal). Refer to the Erosion Control Detail Sheets.

STORM SEWER INLET PROJECTION MEASURE LOCATIONS AND SPECIFICATIONS

The contractor shall install inlet protection in each inlet in paved areas and silt fence around inlets in grass areas during construction. Refer to the Erosion Control Pion for locations and refer to Erosion Control Details for details. Straw bales will not be allowed as inlet protection measures.

RUNOFF CONTROL MEASURES

Not applicable.

STORMWATER OUil.EI PROTECTION SPECIFICATIONS

Not applicable.

GRADE STABILIZATION STRUCJ\JRE LOCATIONS AND SPECIFICATIONS

Not applicable.

LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWAJER QUALITY MEASURE

Not applicable.

TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON

Refer to the Erosion Control Detail Sheets, within the Seasonal Soil Protection Chart.

PERMANENT SURFACE STABILIZATION SPECIFlCATIONS

A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rotes specified.

Organic soil amendments such as peat, compost or manure shall be applied at 2" depth evenly over soil and incorporated into the top 6" of topsoil. Provide fertilizer with percentage of nitrogen required to provide not less than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Deloy mixing of fertilizer if planting will not follow placing of planting soil within a few days.

8. fert!llzer for lawns: provide a fast release fertlllzer with a composition of 1 lb per 1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by weight.

C. slow-release fertilizer for trees and shrubs: granular fertilizer consisting of 50 percent water-insoluble nitrogen, phosphorous and potassium mode up of a composition by weight of 5 percent

D. Grode lawn and grass areas to o smooth, even surface with loose, uniformly fine texture. Limit fine grading to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may Interfere with planting or molntenonce operations. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour.

E. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other.

F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray, G. Install erosion control blankets as indicated on the pion and on any slopes greater than 6: 1 and in areas of concentrated flow.

H. Protect seeded areas against erosion by spreading clean, seed-free straw mulch ofter completion of seeding operations.

Spread uniformly to form a continuous blanket not less than 1-1/2 inches loose measurements over seeded areas.

I. Water newly planted lawn areas and keep moist until new gross is established. Immediately repair any lawn areas disturbed by construction activities including tree and shrub installation.

J. Refer to the Erosion Control Detail Sheets, within the Seasonal Soil Protection Chart for timing of temporary and permanent seeding and gross seed specifications.

MAJERIAL HANDLING AND SPILL PREVENTION PLAN

Solid Waste Disposal

No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, Including dlsposoble materials lncldental to the construction actlvlty, must be collected In containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal.

A foreman or supervisor should be designated Jn writing to oversee, enforce, and Instruct construction workers on proper solid waste procedures.

Hazardous Waste

Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer.

Use containment berms In fueling and maintenance areas and where potential for spllls ls high.

A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwoter pollution prevention pion by the operator following on-site location of the facility.

Dust Control/Off-Site Vehicle Tracking

During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust.

Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pod is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts.

Offsite accumulations of sediment as a result of tracking must be removed doily at a minimum .

Sanitary/Septic

Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations .

Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities should be indicated on the stormwoter pollution prevention pion by the operator following on-site location of said facilities .

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Water Source

Water used to establish and maintain gross, to control dust, and for other construction purposes must originate from a public water supply or private well approved by the State or local health deportment.

Equipment Fueling and Storage Areas

Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may be washed away during a rain event.

Equipment wash down (except for wheel washes) should toke place within an area surrounded by a berm. The use of detergents is prohibited.

Hazardous lvloteriol Storage

Chemicals, points, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations .

As may be required by federal, state or local regulations, the Contractor should hove a Hazardous Materials Management Plan and/or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the storage areas.

Material Handling and Spill Prevention

Discharge of hazardous substances or oil Into stormwoter is subject to reporting requirements. In the event of a splll of a hazardous substance, the operator is required to notify the Notional Response Center 1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the dote of the release, the cfrcumstances of the release, and the steps to be taken to prevent future spills) to the local Soil and Water Conservation District. The SWPPP must be revised within 14 calendar days ofter the release to reflect the release, stating the information above along with modifications to minimize the possibility of future occurrences. Each contractor and subcontractor is responsible for complying with these reporting requirements .

Concrete Washout

All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state, and federal regulations. A pit or container is required when cleaning concrete chutes.

Spill Response Pion

The project supervisor should be notified of all spills. If o spill has the potential for groundwater or surface water pollution, If a splll does pollute the surface or ground water, the llllnois Environmental Protection Agency (88B-372-1996) needs to be contacted.

All possible measures such as diking or calling a spill clean-up specialist shall be used to minimize any impacts. Clean up materials shall be stocked on the construction site at all times.

MONITORING AND MAINJENANCE GUIDELINES FOR EACH PROPOSED STORMWAJER QUALITY MEASURE

Inspection Schedule/Reporting

All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater. Inspections shall be conducted and o written report prepared, by o designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project.

Inspection reports shall be completed including scope of the inspection, nome(s) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on-site reports may be requested by inspections conducted by the local Soll and Water Conservation District.

Construction Entrance

Locations where vehicles exit the site shall be Inspected for evidence of off-site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP.

Material Storage Inspections

Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site moterlol storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection reports.

Soil Stabilization Inspections

Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site hos achieved final stabilization once all areas are covered with pavement or have a stand of vegetation with at least 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal.

Erosion and Sediment Control Inspections

All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 Inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls:

1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored.

2. Inlet Protection: Sediment should be removed when it reaches approximately one-half the height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50%.

3. Diversion Swales: Clean debris or other obstructions as needed. Damage from storms or normal construction activities (i.e., tire ruts) shall be repaired Immediately.

4. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather-related events. Mulch in high traffic area should be replaced on o regular basis to maintain uniform protection.

5. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to one-half of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion.

6. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions ore not diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment hos been reduced to 20% of its original storage capacity. The removed sediment shall be stockplled or redistributed in areas that ore protected from erosion.

7. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence.

B. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones.

9. Straw Boles: Replace straw boles that show signs of deterioration.

10. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule .

11. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwoter shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and dally pickup of litter.

In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed immediately upon discovery .

Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the fnspectlon. A modification rs necessary lf a control measure or operational procedure does not provide adequate pollutant control.

All revisions shall be recorded on a Record of Revi"sions within seven calendar do}IS of the inspection.

It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor/subcontractor practices could make it necessary to install more controls than were orrgrnolly planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural controls.

Assessing the need for and installing additional controls will be a continuing contractor /subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to perlodfcally refine and update this SWPPP in order to accompllsh the Intended goals.

Notice of Termination

Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOi until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT ls signed.

All permlttees must submit on NOT within thirty (3D) days ofter one or more of the following conditions have been met:

1. Final stabillzotlon hos been achieved on all portions of the site for which the permlttee was responsible.

2. Another operator/permittee hos assumed control over all areas of the site that have not been finally stobil!zed.

3. In residential construction operations, temporary stabllizotlon has been completed and the residence has been transferred to the owner.

EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS

Since the entire site is under a single ownership, there are not any individual building lots.

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