2024-10-22_Gray_Farm_Park_Dredging_for_BID.pdf

PDF 18 MB Posted Oct 22, 2024

Attached to: Gray Farm Marsh Dredging
Solicitation number: 2024-IFB-091
Issued by: Cook County, Illinois

About this file

Written by GovTribe AI · May 12, 2025

The document is a comprehensive engineering design set for the Stormwater Improvements project at Gray Farm Marsh, prepared by Engineering Resource Associates for the Village of Schaumburg, Illinois. The project involves channel improvements across multiple channels (Channels 1, 2, 3, and 4), with detailed plans for site preparation, erosion control, stormwater pollution prevention, and ecological restoration. The project includes activities such as brush clearing, earth excavation, rolled erosion control, floating silt curtains, native seeding, and emergency plugs. The design sets provide detailed plan views, profile views, cross-sections, and technical specifications for each project phase, including site benchmarks, drainage infrastructure, and environmental mitigation strategies.

The project scope includes precise quantities for various elements, such as 50 cubic yards of brush clearing, 1,280 linear feet of wood access matting, 350 cubic yards of earth excavation, and 0.18 acres of native seeding. The design incorporates ecological management for three consecutive years, with specific provisions for monitoring and reporting. The stormwater improvement plan emphasizes erosion control, with detailed strategies like rolled erosion control products, temporary soil stockpile management, stabilized construction entrances, and silt fence installations. The project appears to be funded by the Village of Schaumburg and focuses on environmental restoration and water management in the Gray Farm Marsh area, with a strong emphasis on sustainable construction practices and ecological preservation.

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File	Type	Posted
Gray_Farm_Marsh_Dredging_(Addendum_#1_Revision).pdf	PDF	Nov 4, 2024
2024-10-22_Special_Provisions_for_BID.docx	DOCX document	Oct 22, 2024

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VILLAGE OF SCHAUMBURG

101 SCHAUMBURG CT

SCHAUMBURG, ILLINOIS 60193

PHONE: (847) 895-4500

3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

ENGINEERING

RESOURCE ASSOCIATES

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902

Call before you dig 800.892.0123

It's smart It's free It's the law

ILLINOIS

ONE-CALL SYSTEM

SITE LOCATION MAP

PROPOSED CHANNEL IMPROVEMENTS

GRAY FARM MARSH

VILLAGE OF SCHAUMBURG, ILLINOIS

INDEX TO SHEETS

SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES & SOQ

3 PLAN VIEW

4 CHANNEL 1 PLAN & PROFILE VIEW & CROSS SECTION

5 CHANNEL 2 PLAN VIEW

6 CHANNEL 2 PROFILE VIEW AND CROSS SECTION

7 ALTERNATE #1 (CHANNEL 3) PLAN VIEW

8 ALTERNATE #1 (CHANNEL 3) PROFILE VIEW & CROSS

SECTION

9 CHANNEL 4 PLAN AND PROFILE VIEW

10 CHANNEL 4 CROSS SECTION

11 SWPPP & PLANTING PLAN

12 SWPPP NOTES

13-14 DETAILS

PREPARED FOR:

AutoCAD SHX Text

ERA JOB NO.: W23052.A0

AutoCAD SHX Text C:\Users\SylwiaFranczyk-Nabon\Desktop\DO POLSKI\W23052.A0 GRAY FARM MARSH\W23157_COVER SHEET.dwg Updated by: Sylwia Franczyk-Nabozny 11/13/2023 Updated by: Sylwia Franczyk-Nabozny 11/13/2023Sylwia Franczyk-Nabozny 11/13/2023 11/13/202311/13/2023

AutoCAD SHX Text Call Before You Dig

AutoCAD SHX Text

IL. P.E. NO. 062-058762

AutoCAD SHX Text Expires: November 30, 2025

AutoCAD SHX Text Marty J. Michalisko, P.E.

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PROPOSED WORK AREA

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VILLAGE ENGINEER

AutoCAD SHX Text SITE BENCHMARK = DUPAGE NORTH PRS909559075204 NAVD 88, ELEV: 812.00 ELEV: 812.00 SET IN TOP OF CONCRETE MONUMENT LOCATION:MARCHESE AND SON INC HEAD OFFICE IS LOCATED ON :MARCHESE AND SON INC HEAD OFFICE IS LOCATED ON THE NORTHEAST QUADRANT OF THE INTERSECTION OD CENTRAL ROAD AND MONACO DRIVE. THE MARK IS LOCATED ON ROOF OF THE OFFICE BUILDING AT THE SOUTH EAST CORNER OF THE BUILDING. BENCHMARK BS: : ELEV: 829.186' LOCATION:ON NORTH EDGE OF THE :ON NORTH EDGE OF THE WALK,NE OF #465 LINSAY AVE. BENCHMARK SCC: ELEV: 831.787' S-CROSS LOCATION:ON E EDGE OF THE WALK, ON E EDGE OF THE WALK, NORTH OF #465 LINSAY AVE. BENCHMARK CP1: ELEV:828.95' LOCATION:ON SOUTH EDGE OF THE ON SOUTH EDGE OF THE WALK, NE OF #465 LINSAY AVE. BENCHMARK CP3: ELEV:826.95 LOCATION:ON E EDGE OF THE WALK, :ON E EDGE OF THE WALK, SW OF #1928 JAMES CT. BENCHMARK CP4: ELEV:829.577' SIP CAPPED LOCATION:ON E SIDE OF WALK, SOUTH ON E SIDE OF WALK, SOUTH OF #446 WILLINGTON DR.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 10/22/2024

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION

/ / / W

CM CM

MCI

/ / / ATT

/ / / G

1"=40'

W23052.A0 10/22/2024

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SUMMARY OF QUANTITIES & LEGEND

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STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

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%%USUMMARY OF QUANTITIES

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%%UPROPOSED STORM

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PROP MANHOLE

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PROP CHANNEL DREDGING

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EXT STORM SEWER

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EXT CATCH BASIN

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EXT WATER SERVICE

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EXT 4" WATER MAIN

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EXT 6" WATER MAIN

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PROP CURB INLET

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PROP INLET SPECIAL

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%%UEXISTING STORM

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EXT CURB INLET

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EXT MANHOLE

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%%UEXISTING WATER

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EXT 8" WATER MAIN

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EXT 10" WATER MAIN

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EXT 12" WATER MAIN

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EXT WATER MAIN (ABANDON)

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EXT WATER MANHOLE

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EXT WATER VALVE

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EXT WATER HYDRANT

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EXT WATER SHUT OFF

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EXT WATER REDUCER

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EXT WATER CAP

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%%UPROPOSED WATER

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PROP WATER SERVICE

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PROP WATER VAULT

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PROP WATER VALVE & BOX

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PROP WATER HYDRANT

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EXT WATER TO BE REMOVED

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EXT STORM TO BE REMOVED

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%%UPROPOSED SANITARY

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%%UEXISTING SANITARY

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EXT SANITARY SEWER

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EXT SANITARY TO BE REMOVED

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EXT SANITARY MANHOLE

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PROP SANITARY SEWER

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PROP SANITARY MANHOLE

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%%UEXISTING COMED

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EXT COMED

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EXT COMED MANHOLE

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%%UEXISTING COMMUNICATION

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EXT ATT

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EXT ATT MANHOLE

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EXT COMCAST

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EXT COMCAST MANHOLE

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EXT COMCAST

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EXT MCI MANHOLE

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EXT ATT (ABANDON)

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%%UEXISTING GAS

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EXT GAS

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EXT GAS (DEAD)

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EXT GAS VALVE

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EXT GAS MANHOLE

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EXT GAS CAP

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EXT GAS REDUCER

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%%UMISCELLANEOUS BLOCKS

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ADJ

AutoCAD SHX Text R

AutoCAD SHX Text F

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FILL STRUCTURE

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ADJUST STRUCTURE

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REMOVE STRUCTURE

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HANDICAPPED RAMP

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TREE TO BE REMOVED

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TREE

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PROP TREE

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UTILITY POLE

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BORING LOCATION

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STREET LIGHT POLE

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EXT ELECTRIC MANHOLE

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EXT CURB

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SIGN

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EXT ELECTRIC

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EXT ROW

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EXT FENCE

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EXT SIDEWALK

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%%ULEGEND

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PROP CATCH BASIN

W W

W W W

WCE

C E

CE CE CE

10.0'

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:

W23052.A0

DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION

10/22/2024 1"-20' H, 1"-4" V

PLAN VIEW

AutoCAD SHX Text

BITUMINOUS PATH

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JAMES CT

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LINSEY AVE

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WILLINGTON DR

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SIDEWALK

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SIDEWALK

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SIDEWALK

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BITUMINOUS PATH

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BITUMINOUS PATH

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BITUMINOUS PATH

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BITUMINOUS PATH

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BITUMINOUS PATH

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EDGE OF WATER

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EDGE OF WATER

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BUSH LINE

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SIDEWALK

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SIDEWALK

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SIDEWALK

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FACE OF CURB

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FACE OF CURB

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FACE OF CURB

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FACE OF CURB

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SIDEWALK

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FACE OF CURB

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FACE OF CURB

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CHANNEL 1

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CHANNEL 2

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ALTERNATE #1 (CHANNEL 3)

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CHANNEL 4

AutoCAD SHX Text

BENCHMARK CP3

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BENCHMARK CP3

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BENCHMARK CP1

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BENCHMARK BS

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BENCHMARK SCC

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GRAY FARM MARSH GENERAL PLAN VIEW

AutoCAD SHX Text

AutoCAD SHX Text C:\Users\SylwiaFranczyk-Nabon\Desktop\DO POLSKI\W23052.A0 GRAY FARM MARSH\W23052 GrayFarmMarsh_PLAN&PROFILE_EXT.dwg Updated by: Sylwia Franczyk-Nabozny 10/22/2024 Updated by: Sylwia Franczyk-Nabozny 10/22/2024Sylwia Franczyk-Nabozny 10/22/2024 10/22/202410/22/2024

AutoCAD SHX Text

STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

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HORZ.

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VERT.

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SCALE 1" = 40'

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AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

HORZ.

VERT.

FES3 EXT FES

1+09.26

RIM: 827.91

INV:825.16 (24.00,W)

S3 EXT ST

0+00.00

RIM: 830.88

INV:826.45 (12.00,SW)

INV:826.00 (24.00,E)

W W W W W

5351 SAN MH

0+94.79

RIM: 829.42

INV:821.94 (8.00,N)

INV:821.94 (8.00,S)

9228 SAN MH

1+35.95

RIM: 830.15

INV:822.09 (8.00,NE)

INV:822.09 (8.00,S)

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:

W23052.A0

DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION

10/22/2024 1"-20' H, 1"-4" V

PROFILE VIEW

PLAN VIEWCROSS SECTION

AutoCAD SHX Text

SEDIMENT REMOVAL

AutoCAD SHX Text

LINSEY AVE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

BITUMINOUS PATH

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

FACE OF CURB

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FACE OF CURB

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CHANNEL 1

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CHANNEL 2

AutoCAD SHX Text

ALTERNATE #1 (CHANNEL 3)

AutoCAD SHX Text

BENCHMARK SCC

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GRAY FARM MARSH PLAN AND PROFILE VIEW-EXISTING

AutoCAD SHX Text

STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

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AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

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HORZ.

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VERT.

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SCALE 1" = 4' VERTICAL SCALE 1" = 20' HORIZONTAL

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EXISTING STORM SEWER SCHEDULE

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EXISTING SANITARY SEWER SCHEDULE

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SCALE 1" = 20'

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EXISTING C/L PROFILE PROPOSED C/L PROFILE

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AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+50

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+50

AutoCAD SHX Text 4+00

AutoCAD SHX Text

SCALE 1" = 20'

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18 SF

AutoCAD SHX Text

21 SF

RIP RAP 65 SF

W W W W W

C E

10.0'

FES2 EXT FES

1+78.03

RIM: 826.94

INV:825.00 (15.00,NW)

S2 EXT ST

0+00.00

RIM: 831.75

INV:826.00 (12.00,N)

INV:826.75 (12.00,SW)

INV:826.00 (12.00,W)

INV:826.00 (15.00,SE)

5351 SAN MH

0+94.79

RIM: 829.42

INV:821.94 (8.00,N)

INV:821.94 (8.00,S)

9228 SAN MH

1+35.95

RIM: 830.15

INV:822.09 (8.00,NE)

INV:822.09 (8.00,S)

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:

W23052.A0

DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION

10/22/2024 1"-20' H, 1"-4" V

PLAN VIEW

AutoCAD SHX Text

BITUMINOUS PATH

AutoCAD SHX Text

LINSEY AVE

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SIDEWALK

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SIDEWALK

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BITUMINOUS PATH

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BITUMINOUS PATH

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EDGE OF WATER

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EDGE OF WATER

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BUSH LINE

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FACE OF CURB

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FACE OF CURB

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SIDEWALK

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FACE OF CURB

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FACE OF CURB

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CHANNEL 1

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CHANNEL 2

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ALTERNATE #1 (CHANNEL 3)

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BENCHMARK CP3

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BENCHMARK CP1

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BENCHMARK BS

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BENCHMARK SCC

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GRAY FARM MARSH PLAN VIEW-EXISTING

AutoCAD SHX Text

STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

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AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

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HORZ.

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VERT.

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EXISTING STORM SEWER SCHEDULE

AutoCAD SHX Text

EXISTING SANITARY SEWER SCHEDULE

AutoCAD SHX Text

SCALE 1" = 20'

RIP RAP 52 SF

FES2 EXT FES

1+78.03

RIM: 826.94

INV:825.00 (15.00,NW)

S2 EXT ST

0+00.00

RIM: 831.75

INV:826.00 (12.00,N)

INV:826.75 (12.00,SW)

INV:826.00 (12.00,W)

INV:826.00 (15.00,SE)

5351 SAN MH

0+94.79

RIM: 829.42

INV:821.94 (8.00,N)

INV:821.94 (8.00,S)

9228 SAN MH

1+35.95

RIM: 830.15

INV:822.09 (8.00,NE)

INV:822.09 (8.00,S)

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:

W23052.A0

DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION 10/22/2024

1"-20' H, 1"-4" V

PROFILE VIEW

CROSS SECTION

AutoCAD SHX Text

SEDIMENT REMOVAL

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STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

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AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

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HORZ.

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VERT.

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SCALE 1" = 4' VERTICAL SCALE 1" = 20' HORIZONTAL

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EXISTING STORM SEWER SCHEDULE

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EXISTING SANITARY SEWER SCHEDULE

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EXISTING C/L PROFILE PROPOSED C/L PROFILE

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AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+50

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+50

AutoCAD SHX Text 4+00

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AutoCAD SHX Text 5+00

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AutoCAD SHX Text 0+00

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SCALE 1" = 20'

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GRAY FARM MARSH PROFILE AND CROSS SECTION-EXISTING

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20 SF

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17 SF

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19 SF

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21 SF

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15 SF

20 SF

C E

10.0'

FES1 EXT FES

1+13.08

RIM: 827.48

INV:826.12 (10.00,N)

FES2 EXT FES

1+78.03

RIM: 826.94

INV:825.00 (15.00,NW)

S1 EXT ST

0+00.00

RIM: 827.73

INV:826.25 (10.00,NE)

INV:827.41 (6.00,N)

INV:826.25 (10.00,S)

9228 SAN MH

1+35.95

RIM: 830.15

INV:822.09 (8.00,NE)

INV:822.09 (8.00,S)

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:

W23052.A0

DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION

10/22/2024 1"-20' H, 1"-4" V

PLAN VIEW

AutoCAD SHX Text

BITUMINOUS PATH

AutoCAD SHX Text

BITUMINOUS PATH

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

EDGE OF WATER

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BUSH LINE

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SIDEWALK

AutoCAD SHX Text

CHANNEL 1

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CHANNEL 2

AutoCAD SHX Text

ALTERNATE #1 (CHANNEL 3)

AutoCAD SHX Text

BENCHMARK CP3

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BENCHMARK CP1

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BENCHMARK BS

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ALTERNATE #1 PLAN VIEW-EXISTING

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STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

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AutoCAD SHX Text 20'

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HORZ.

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VERT.

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EXISTING STORM SEWER SCHEDULE

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EXISTING SANITARY SEWER SCHEDULE

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SCALE 1" = 20'

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RIP RAP 56 SF

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EXISTING FES 10" TO BE REMOVED AND REPLACED WITH PROPOSED FES 12"

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NOTE: THE INVERT AT THE UPSTREAM CATCH BASIN TO MATCH EXISTING.

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CONTRACTOR TO REMOVE AND REPLACE APPROX. 113 FT 10" CMP WITH 12" RCP

AutoCAD SHX Text APPROX. 10 SQUARE YARDS OF BITUMINOUS PATH RESTORATION TO BE REMOVED AND REPLACED

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APPROX. 86 SQUARE YARDS OF PARKWAY RESTORATION TO BE REMOVED AND REPLACED

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APPROX. 35 SQUARE YARDS OF PARKWAY RESTORATION TO BE REMOVED AND REPLACED

PROPOSED STORM SEWER SCHEDULE

FES1 EXT FES

1+13.08

RIM: 827.48

INV:826.12 (10.00,N)

FES2 EXT FES

1+78.03

RIM: 826.94

INV:825.00 (15.00,NW)

S1 EXT ST

0+00.00

RIM: 827.73

INV:826.25 (10.00,NE)

INV:827.41 (6.00,N)

INV:826.25 (10.00,S)

9228 SAN MH

1+35.95

RIM: 830.15

INV:822.09 (8.00,NE)

INV:822.09 (8.00,S)

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:

W23052.A0

DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION 10/22/2024

1"-20' H, 1"-4" V

PROFILE VIEW

CROSS SECTION

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SEDIMENT REMOVAL

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STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

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HORZ.

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VERT.

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SCALE 1" = 4' VERTICAL SCALE 1" = 20' HORIZONTAL

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EXISTING STORM SEWER SCHEDULE

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EXISTING SANITARY SEWER SCHEDULE

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EXISTING C/L PROFILE PROPOSED C/L PROFILE

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SCALE 1" = 20'

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ALTERNATE #1 PROFILE AND CROSS SECTION-EXISTING

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21 SF

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16 SF

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3 SF

11 SF

10.0'

FES4 EXT FES

0+90.39

RIM: 827.31

INV:825.64 (12.00,E)

S4 EXT ST

0+09.42

RIM: 827.71

INV:826.00 (12.00,E)

INV:826.00 (12.00,NW)

INV:826.00 (12.00,W)

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:

W23052.A0

DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION

10/22/2024 1"-20' H, 1"-4" V

PROFILE VIEW

PLAN VIEW

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BITUMINOUS PATH

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CHANNEL 4

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SEDIMENT REMOVAL

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GRAY FARM MARSH PLAN AND PROFILE VIEW-EXISTING

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STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

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AutoCAD SHX Text 20'

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HORZ.

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VERT.

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SCALE 1" = 4' VERTICAL SCALE 1" = 20' HORIZONTAL

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EXISTING STORM SEWER SCHEDULE

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SCALE 1" = 20'

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EXISTING C/L PROFILE PROPOSED C/L PROFILE

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AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

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EXISTING FES 12" TO BE REMOVED AND REPLACED

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RIP RAP 50 SF

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CONTRACTOR TO REMOVE AND REPLACE APPROX. 81 FT 12" CMP WITH 12" RCP

AutoCAD SHX Text APPROX. 10 SQUARE YARDS OF BITUMINOUS PATH RESTORATION TO BE REMOVED AND REPLACED

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APPROX. 70 SQUARE YARDS OF PARKWAY RESTORATION TO BE REMOVED AND REPLACED

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APPROX. 16 SQUARE YARDS OF PARKWAY RESTORATION TO BE REMOVED AND REPLACED

PROPOSED STORM SEWER SCHEDULE

FES4 EXT FES

0+90.39

RIM: 827.31

INV:825.64 (12.00,E)

S4 EXT ST

0+09.42

RIM: 827.71

INV:826.00 (12.00,E)

INV:826.00 (12.00,NW)

INV:826.00 (12.00,W)

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:

W23052.A0

DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION 10/22/2024

1"-20' H, 1"-4" V

CROSS SECTION

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STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

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AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

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AutoCAD SHX Text 4'

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HORZ.

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VERT.

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EXISTING STORM SEWER SCHEDULE

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SCALE 1" = 20'

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GRAY FARM MARSH CROSS SECTION-EXISTING

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7 SF

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6 SF

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6 SF

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3 SF

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1 SF

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6 SF

W W W W W

W W W W W W

W W

C E

CE CE CE CE CE

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION

1"=40'

W23052.A0 10/22/2024

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BITUMINOUS PATH

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JAMES CT

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LINSEY AVE

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WILLINGTON DR

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SIDEWALK

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SIDEWALK

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BITUMINOUS PATH

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BITUMINOUS PATH

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BITUMINOUS PATH

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BITUMINOUS PATH

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BITUMINOUS PATH

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EDGE OF WATER

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EDGE OF WATER

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BUSH LINE

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SIDEWALK

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SIDEWALK

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SIDEWALK

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FACE OF CURB

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FACE OF CURB

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FACE OF CURB

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FACE OF CURB

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SIDEWALK

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FACE OF CURB

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FACE OF CURB

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CHANNEL 1

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CHANNEL 2

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ALTERNATE #1 (CHANNEL 3)

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CHANNEL 4

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BENCHMARK CP3

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BENCHMARK CP3

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BENCHMARK CP1

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BENCHMARK BS

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BENCHMARK SCC

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SWPPP & PLANTING PLAN

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STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

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%%ULEGEND

AutoCAD SHX Text Shallow Emergent Seed & Plugs w/ SC75BN Erosion Control Blanket (7877.93 SF / 0.18 Acre)

AutoCAD SHX Text Prescribed Burn Area & Shallow Emergent Seed Mix (5.8 Acre)

AutoCAD SHX Text Bush Clearing (437 SF)

AutoCAD SHX Text Stabilized Construction Entrance

AutoCAD SHX Text Construction Access Route

AutoCAD SHX Text NOTE: WOOD MATS MAY BE NECESSARY TO PERFORM DREDGING THE LENGTH OF EACH CHANNEL NO SOIL STOCKPILING, DREDGED MATERIAL SHALL BE REMOVED FROM SITE UPON EXCAVATION

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WETLAND BOUNDARY

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ROLLED EROSION CONTROL DITCH CHECK

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FLOATING SILT CURTAIN

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ROLLED EROSION CONTROL DITCH CHECK

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FLOATING SILT CURTAIN

AutoCAD SHX Text Outlet Protection - RIP RAP

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BUSH CLEARING (207 SF)

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BUSH CLEARING (230 SF)

AutoCAD SHX Text Bituminous Path Restoration (20 SY)

Parkway Restoration (207 SY)

REVISIONS:

BYDATE

APPROVED BY:

CHECKED BY:

DRAWN BY:

TITLE:

SHEET_____OF_____

JOB NO:

SCALE:

DATE:DATE BY 3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERINGDESCRIPTION DESCRIPTION

N/A

W23052.A0 10/22/2024

10/22/2024

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SWPPP NOTES

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STORMWATER IMPROVEMENTS VILLAGE OF SCHAUMBURG, IL

AutoCAD SHX Text %%uSTORM WATER POLLUTION PREVENTION PLAN

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%%U OWNER'S CERTIFICATION %%U

AutoCAD SHX Text "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." OWNER SIGNATURE TITLE DATE COMPANY

AutoCAD SHX Text "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT (ILR 10) THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. GENERAL CONTRACTOR SIGNATURE TITLE DATE COMPANY

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%%U CONTRACTOR'S CERTIFICATION %%U

AutoCAD SHX Text SEDIMENT EROSION CONTROL AND POLLUTION PREVENTION NOTES: 1. DURING CONSTRUCTION, AREAS OUTSIDE THE CONSTRUCTION LIMITS SHALL BE PROTECTED. DURING CONSTRUCTION, AREAS OUTSIDE THE CONSTRUCTION LIMITS SHALL BE PROTECTED. THE CONTRACTOR SHALL NOT USE THIS AREA FOR STAGING, PARKING OF VEHICLES OF CONSTRUCTION THE CONTRACTOR SHALL NOT USE THIS AREA FOR STAGING, PARKING OF VEHICLES OF CONSTRUCTION EQUIPMENT, STORAGE OF MATERIALS OR OTHER CONSTRUCTION RELATED ACTIVITIES. EQUIPMENT, STORAGE OF MATERIALS OR OTHER CONSTRUCTION RELATED ACTIVITIES. 2. CONSTRUCTION EQUIPMENT SHALL BE STORED AND FUELED ONLY AT DESIGNATED LOCATIONS. ALL NECESSARY MEASURES SHALL BE TAKEN TO CONTAIN ANY CONSTRUCTION EQUIPMENT SHALL BE STORED AND FUELED ONLY AT DESIGNATED LOCATIONS. ALL NECESSARY MEASURES SHALL BE TAKEN TO CONTAIN ANY FUEL OR OTHER POLLUTANT IN ACCORDANCE WITH EPA WATER QUALITY REGULATIONS. LEAKING EQUIPMENT OR SUPPLIES SHALL BE IMMEDIATELY REPAIRED OR REMOVED FROM THE SITE. 3. TEMPORARY SEDIMENT CONTROL SYSTEMS SHALL BE LEFT IN PLACE WITH PROPER MAINTENANCE UNTIL PERMANENT EROSION CONTROL IS IN PLACE AND TEMPORARY SEDIMENT CONTROL SYSTEMS SHALL BE LEFT IN PLACE WITH PROPER MAINTENANCE UNTIL PERMANENT EROSION CONTROL IS IN PLACE AND WORKING PROPERLY AND ALL PERMANENT VEGETATION IS GROWING AND THRIVING. 4. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION. 5. ALL EROSION CONTROL MEASURES MUST BE INSPECTED WEEKLY AND AFTER EACH ½" RAIN EVENT. ALL EROSION CONTROL MEASURES MUST BE INSPECTED WEEKLY AND AFTER EACH ½" RAIN EVENT. 6. THE EROSION CONTROL BLANKET AND/OR STRAW MULCH WITH NETTING (DEPENDING ON SLOPE, SLOPE LENGTH AND FLOW RATES) SHALL BE INSTALLED ON ALL THE EROSION CONTROL BLANKET AND/OR STRAW MULCH WITH NETTING (DEPENDING ON SLOPE, SLOPE LENGTH AND FLOW RATES) SHALL BE INSTALLED ON ALL SLOPES AND IN CRITICAL AREAS (I.E. POND PERIMETER, BERMS, ETC.) IMMEDIATELY UPON FINAL GRADING 7. IN AREAS WHERE WORK IS COMPLETE, PERMANENT STABILIZATION SHALL OCCUR WITHIN 7 DAYS OF COMPLETION, AND IN AREAS WHERE WORK HAS IN AREAS WHERE WORK IS COMPLETE, PERMANENT STABILIZATION SHALL OCCUR WITHIN 7 DAYS OF COMPLETION, AND IN AREAS WHERE WORK HAS TEMPORARILY CEASED FOR 14 DAYS OR MORE, TEMPORARY STABILIZATION SHALL OCCUR BY THE 7TH DAY AFTER WORK HAS CEASED. 8. WINTER SHUTDOWN SHALL BE ADDRESSED EARLY IN THE FALL GROWING SEASON SO THAT SLOPES AND OTHER BARE EARTH AREAS MAY BE STABILIZED WITH WINTER SHUTDOWN SHALL BE ADDRESSED EARLY IN THE FALL GROWING SEASON SO THAT SLOPES AND OTHER BARE EARTH AREAS MAY BE STABILIZED WITH TEMPORARY AND/OR PERMANENT VEGETATIVE COVER FOR PROPER EROSION AND SEDIMENT CONTROL". 9. ALL ADJACENT STREETS MUST BE KEPT CLEAR OF DEBRIS. INSPECTED DAILY AND CLEANED WHEN NECESSARY AND AS DIRECTED BY ENGINEER. ALL ADJACENT STREETS MUST BE KEPT CLEAR OF DEBRIS. INSPECTED DAILY AND CLEANED WHEN NECESSARY AND AS DIRECTED BY ENGINEER. 10. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED ACCORDING TO MINIMUM UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS IN THE MOST RECENT ILLINOIS URBAN MANUAL. 11. THE KANE-DUPAGE SOIL AND WATER CONSERVATION DISTRICT (NCSWCD) MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE THE KANE-DUPAGE SOIL AND WATER CONSERVATION DISTRICT (NCSWCD) MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITIES, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 12. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 13. PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, ADDITIONAL PHASES PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, ADDITIONAL PHASES OF DEVELOPMENT AND OFF-SITE BORROW OR WASTE AREAS) A SUPPLEMENTARY EROSION CONTROL PLAN SHALL BE SUBMITTED TO THE OWNER FOR REVIEW BY THE NCSWCD. 14. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE NCSWCD. 15. NO WORK SHALL BE PERFORMED IN FLOWING WATER. WORK IN AND NEAR THE CRITICAL AREAS SHOULD BE ISOLATED FROM CONCENTRATED FLOWS OR STREAM NO WORK SHALL BE PERFORMED IN FLOWING WATER. WORK IN AND NEAR THE CRITICAL AREAS SHOULD BE ISOLATED FROM CONCENTRATED FLOWS OR STREAM FLOW. ONCE WORK IN THIS AREA BEGINS, PRIORITY SHALL BE GIVEN TO THE COMPLETION OF THE WORK AND FINAL STABILIZATION OF ALL DISTURBED AREAS. 16. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO SEDIMENT BASINS OR SILT TRAPS. DEWATERING SEDIMENT LADEN WATER DIRECTLY INTO DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO SEDIMENT BASINS OR SILT TRAPS. DEWATERING SEDIMENT LADEN WATER DIRECTLY INTO STREAMS, WETLANDS, FIELD TILES, OR STORMWATER STRUCTURES IS PROHIBITED. 17. IT IS THE RESPONSIBILITY OF THE LANDOWNER AND/OR GENERAL CONTRACTOR TO INFORM ANY SUB-CONTRACTOR(S) WHO MAY PERFORM WORK ON THIS IT IS THE RESPONSIBILITY OF THE LANDOWNER AND/OR GENERAL CONTRACTOR TO INFORM ANY SUB-CONTRACTOR(S) WHO MAY PERFORM WORK ON THIS PROJECT, OF THE REQUIREMENTS IN IMPLEMENTING AND MAINTAINING THESE EROSION CONTROL PLANS AND ASSURE COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. 18. 14. WHERE THERE IS LOW, INTERMITTENT AMOUNTS OF DEWATERING, PUMPS WITH FILTRATION BAGS SHALL BE USED. FILTRATION BAGS SHALL BE ATTACHED 14. WHERE THERE IS LOW, INTERMITTENT AMOUNTS OF DEWATERING, PUMPS WITH FILTRATION BAGS SHALL BE USED. FILTRATION BAGS SHALL BE ATTACHED TO PUMP DISCHARGES AND SURROUNDED WITH A SECONDARY CONTAINMENT OR ON A STABILIZED AREA. FILTER BAGS SHALL NOT BE PLACED, WHOLE OR PARTIALLY, WITHIN AQUATIC AREAS (WETLANDS, STREAMS, ETC.) THE MATERIAL FOR THE FILTRATION BAG SHALL MEET THE REQUIREMENTS OF MATERIAL SPECIFICATION 592 GEOTEXTILE OF THE ILLINOIS URBAN MANUAL, TABLE 2, CLASS I WITH A MINIMUM TENSILE STRENGTH OF 200 LBS. THE FILTRATION BAG SHALL BE SIZED PER MANUFACTURER RECOMMENDATIONS AND BASED ON THE SIZE OF THE PUMP. 19. EXCAVATED AREAS SHALL BE PERMANENTLY SEEDED IMMEDIATELY AFTER FINAL GRADING. IF NOT, THEY SHALL BE TEMPORARILY SEEDED IF NO CONSTRUCTION EXCAVATED AREAS SHALL BE PERMANENTLY SEEDED IMMEDIATELY AFTER FINAL GRADING. IF NOT, THEY SHALL BE TEMPORARILY SEEDED IF NO CONSTRUCTION ACTIVITY IN THE AREA IS PLANNED FOR SEVEN (7) DAYS. 20. TEMPORARY EROSION CONTROL SEEDING SHALL BE APPLIED AT A RATE OF 50 LBS/ACRES. TEMPORARY EROSION CONTROL SEEDING SHALL BE APPLIED AT A RATE OF 50 LBS/ACRES. 21. CONSTRUCTION IS COMPLETE AFTER ACCEPTANCE BY THE OWNER. MAINTENANCE UP TO THIS DATE WILL BE BY THE CONTRACTOR. CONSTRUCTION IS COMPLETE AFTER ACCEPTANCE BY THE OWNER. MAINTENANCE UP TO THIS DATE WILL BE BY THE CONTRACTOR. 22. NO STOCKPILING IS PERMITTED WITHIN THE FLOODPLAIN LIMITS. STOCKPILES THAT ARE TO REMAIN IN PLACE MORE THAN THREE DAYS SHALL BE PROVIDED WITH NO STOCKPILING IS PERMITTED WITHIN THE FLOODPLAIN LIMITS. STOCKPILES THAT ARE TO REMAIN IN PLACE MORE THAN THREE DAYS SHALL BE PROVIDED WITH SOIL EROSION AND SEDIMENT CONTROL MEASURES. 23. SEDIMENT COLLECTED DURING CONSTRUCTION BY THE VARIOUS TEMPORARY SEDIMENT CONTROL SYSTEMS SHALL BE DISPOSED OF ON THE SITE ON A REGULAR SEDIMENT COLLECTED DURING CONSTRUCTION BY THE VARIOUS TEMPORARY SEDIMENT CONTROL SYSTEMS SHALL BE DISPOSED OF ON THE SITE ON A REGULAR BASIS, AS DIRECTED BY THE ENGINEER. THE COST OF THIS MAINTENANCE SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER CUBIC YARD FOR EARTH EXCAVATION. 24. ALL DROP INLETS ON AND ADJACENT TO THE SITE MUST HAVE A SEDIMENT TRAPPING OR CONTAINMENT DEVICE INSTALLED DURING CONSTRUCTION ACTIVITIES. ALL DROP INLETS ON AND ADJACENT TO THE SITE MUST HAVE A SEDIMENT TRAPPING OR CONTAINMENT DEVICE INSTALLED DURING CONSTRUCTION ACTIVITIES. FILTER FABRIC ON ITS OWN IS NOT AN APPROVED METHOD. A MANUFACTURE'S SPEC SHOULD BE USED FOR PREFABRICATED DROP INLET PROTECTION AND SHOULD BE AS THE ILLINOIS URBAN MANUAL STANDARD 861 FOR INLET PROTECTION. 25. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. TRAPPED ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. TRAPPED SEDIMENT AND OTHER DISTURBED SOILS RESULTING FROM TEMPORARY MEASURES SHALL BE PROPERLY DISPOSED OF PRIOR TO PERMANENT STABILIZATION. 26. ALL EROSION AND SEDIMENT CONTROL PRODUCTS FURNISHED SHALL BE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE USE SPECIFIED IN THE ALL EROSION AND SEDIMENT CONTROL PRODUCTS FURNISHED SHALL BE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE USE SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN. PRIOR TO THE APPROVAL AND USE OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A NOTARIZED CERTIFICATION BY THE PRODUCER STATING THE INTENDED USE OF THE PRODUCT AND THAT THE PHYSICAL PROPERTIES REQUIRED FOR THIS APPLICATION ARE MET OR EXCEEDED. THE CONTRACTOR SHALL PROVIDE MANUFACTURER INSTALLATION PROCEDURES TO FACILITATE THE ENGINEER IN CONSTRUCTION INSPECTION. 27. THE DRAWINGS, SPECIFICATIONS AND SPECIAL PROVISIONS WILL ENSURE THAT EXISTING VEGETATION IS PRESERVED WHERE ATTAINABLE AND DISTURBED THE DRAWINGS, SPECIFICATIONS AND SPECIAL PROVISIONS WILL ENSURE THAT EXISTING VEGETATION IS PRESERVED WHERE ATTAINABLE AND DISTURBED PORTIONS OF THE SITE WILL BE STABILIZED. STABILIZATION PRACTICES INCLUDE TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, PROTECTION OF TREES, PRESERVATION OF NATURAL VEGETATION, AND OTHER APPROPRIATE MEASURES AS DIRECTED BY THE ENGINEER. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. a. AREAS OF EXISTING VEGETATION, WOOD AND GRASSLANDS, OUTSIDE THE PROPOSED CONSTRUCTION LIMITS SHALL BE IDENTIFIED BY THE ENGINEER FOR AREAS OF EXISTING VEGETATION, WOOD AND GRASSLANDS, OUTSIDE THE PROPOSED CONSTRUCTION LIMITS SHALL BE IDENTIFIED BY THE ENGINEER FOR PRESERVING AND SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES. b. DEAD, DISEASED, OR UNSUITABLE VEGETATION WITHIN THE SITE SHALL BE REMOVED AS DIRECTED BY THE ENGINEER, ALONG WITH REQUIRED TREE REMOVAL. DEAD, DISEASED, OR UNSUITABLE VEGETATION WITHIN THE SITE SHALL BE REMOVED AS DIRECTED BY THE ENGINEER, ALONG WITH REQUIRED TREE REMOVAL. c. BARE AND SPARSELY VEGETATED GROUND IN HIGH ERODIBLE AREAS AS DETERMINED BY THE ENGINEER SHALL BE TEMPORARILY SEEDED AT THE BEGINNING OF BARE AND SPARSELY VEGETATED GROUND IN HIGH ERODIBLE AREAS AS DETERMINED BY THE ENGINEER SHALL BE TEMPORARILY SEEDED AT THE BEGINNING OF CONSTRUCTION WHERE NO CONSTRUCTION ACTIVITIES ARE EXPECTED WITHIN SEVEN (7) DAYS. d. IMMEDIATELY AFTER TREE REMOVAL IS COMPLETED, AREAS WHICH ARE HIGHLY ERODIBLE AS DETERMINED BY THE ENGINEER, SHALL BE TEMPORARILY SEEDED IMMEDIATELY AFTER TREE REMOVAL IS COMPLETED, AREAS WHICH ARE HIGHLY ERODIBLE AS DETERMINED BY THE ENGINEER, SHALL BE TEMPORARILY SEEDED WHEN NO CONSTRUCTION ACTIVITIES ARE EXPECTED WITHIN SEVEN (7) DAYS. 28. ESTABLISHMENT OR THESE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL HAVE ADDITIONAL BENIFITS TO THE PROJECT. DESIRED GRASS SEED ESTABLISHMENT OR THESE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL HAVE ADDITIONAL BENIFITS TO THE PROJECT. DESIRED GRASS SEED WILL BECOME ESTABLISHED IN THESE AREAS AND WILL SPREAD SEEDS ONTO THE CONSTRUCTION SITE UNTIL PERMANENT SEEDING/MOWING AND OVER SEEDING CAN BE COMPLETED. 29. THE CONTRACTOR SHALL INSTALL A DEWATERING/FILTRATION OPERATION ONCE WORK COMMENCES. THE DEWATERING OPERATION SHOULD INCLUDE STABILIZED THE CONTRACTOR SHALL INSTALL A DEWATERING/FILTRATION OPERATION ONCE WORK COMMENCES. THE DEWATERING OPERATION SHOULD INCLUDE STABILIZED INTAKE/OUTLET LOCATIONS, APPROVED FILTRATION DEVICE, AND VELOCITY DISSIPATION AT THE OUTLET. THE EXACT METHODS SHOULD BE SUBMITTED TO NCSWCD FOR REVIEW WITHIN ONE WEEK BEFORE THE IN-STREAM WORK IS PLANNED TO BEGIN. FOR REVIEW WITHIN ONE WEEK BEFORE THE IN-STREAM WORK IS PLANNED TO BEGIN. 30. THE IN-STREAM WORK SHALL BE COMPLETED AND THE ENTIRE SYSTEM, INCLUDING SIDE SLOPES, OF WEST BRANCH DUPAGE RIVER RESTORED AND STABILIZED THE IN-STREAM WORK SHALL BE COMPLETED AND THE ENTIRE SYSTEM, INCLUDING SIDE SLOPES, OF WEST BRANCH DUPAGE RIVER RESTORED AND STABILIZED BEFORE THE COFFERDAMS ARE REMOVED. 31. ALL ADJACENT STREETS MUST BE KEPT CLEAR OF DEBRIS. STREETS MUST BE INSPECTED DAILY AND CLEANED WHEN NECESSARY. ALL ADJACENT STREETS MUST BE KEPT CLEAR OF DEBRIS. STREETS MUST BE INSPECTED DAILY AND CLEANED WHEN NECESSARY. 32. PRIORITY SHALL BE GIVEN TO THE COMPLETION AND STABILIZATION OF THE POND AREAS. WORK IN THESE AREAS SHALL NOT BE PROLONGED IN ATTEMPT PRIORITY SHALL BE GIVEN TO THE COMPLETION AND STABILIZATION OF THE POND AREAS. WORK IN THESE AREAS SHALL NOT BE PROLONGED IN ATTEMPT THAT ALL FINAL GRADING AND STABILIZATION CAN TAKE PLACE AT ONE TIME. 33. COMPLETED SLOPES SHALL BE SEEDED AND MULCHED (OR BLANKETED, IF APPLICABLE) AS THE EXCAVATION PROCEEDS TO THE EXTENT CONSIDERED DESIRABLE COMPLETED SLOPES SHALL BE SEEDED AND MULCHED (OR BLANKETED, IF APPLICABLE) AS THE EXCAVATION PROCEEDS TO THE EXTENT CONSIDERED DESIRABLE AND PRACTICAL. PERMANENT SEEDING SHALL BE USED WHENEVER POSSIBLE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR PROLONG FINAL GRADING AND SHAPING SO THAT THE ENTIRE PROJECT CAN BE PERMANENTLY SEEDED AT ONE TIME. 34. THE SITE SHOULD BE PHASED IN A WAY THAT REDUCES THE AMOUNT OF STRIPPED, UNSTABILIZED AREAS WITHIN THE SITE AT ANY ONE TIME. MASS GRADING THE SITE SHOULD BE PHASED IN A WAY THAT REDUCES THE AMOUNT OF STRIPPED, UNSTABILIZED AREAS WITHIN THE SITE AT ANY ONE TIME. MASS GRADING THE ENTIRE SITE SHOULD BE AVOIDED AS TO PREVENT EROSION ON SITE AND SEDIMENTATION ISSUES DOWNSTREAM. 35. PRIOR TO RELEASE OF THE CREEK FLOW INTO THE NEWLY CREATED CHANNEL, THE CHANNEL BOTTOM AND BANKS MUST BE ADEQUATELY STABILIZED WITH PRIOR TO RELEASE OF THE CREEK FLOW INTO THE NEWLY CREATED CHANNEL, THE CHANNEL BOTTOM AND BANKS MUST BE ADEQUATELY STABILIZED WITH VEGETATION OR A PRE-APPROVED ALTERNATIVE MEASURE TO WITHSTAND THE EROSIVE FORCES OF THE ORIGINAL CREEK FLOW. A MEETING WITH ALL PERTINENT PARTIES, INCLUDING THE NCSWCD, SHALL BE HELD PRIOR TO ANY CREEK RELEASES TO DETERMINE THE READINESS OF THE CREEK. NCSWCD, SHALL BE HELD PRIOR TO ANY CREEK RELEASES TO DETERMINE THE READINESS OF THE CREEK. , SHALL BE HELD PRIOR TO ANY CREEK RELEASES TO DETERMINE THE READINESS OF THE CREEK. 36. ONCE THE CONTRIBUTING AREA OF EACH SEDIMENTATION BASIN IS STABILIZED, THE BASIN NEEDS TO BE CLEANED OUT AND THE FINAL PROPOSED GRADE ONCE THE CONTRIBUTING AREA OF EACH SEDIMENTATION BASIN IS STABILIZED, THE BASIN NEEDS TO BE CLEANED OUT AND THE FINAL PROPOSED GRADE MUST BE ACHIEVED. 37. FOR INSTALLATION OF ALL FLARED END SECTIONS IN WETLAND OR RIPARIAN AREAS, WORK IN OR NEAR THE WETLAND MUST BE CONDUCTED IN LOW OR NO FOR INSTALLATION OF ALL FLARED END SECTIONS IN WETLAND OR RIPARIAN AREAS, WORK IN OR NEAR THE WETLAND MUST BE CONDUCTED IN LOW OR NO FLOW CONDITIONS. THE WORK AREA TEMPORARILY STABILIZED AT THE END OF EACH DAY, AND THE UPSTREAM RECEIVING AREA STABILIZED BEFORE THE PIPE IS PUT "ONLINE" TO THE WETLAND. 38. ALL DROP INLETS ON AND ADJACENT TO THE SITE MUST HAVE A SEDIMENT TRAPPING OR CONTAINMENT DEVICE INSTALLED DURING CONSTRUCTION ACTIVITIES. FILTER FABRIC ON ITS OWN IS NOT AN APPROVED METHOD. A MANUFACTURE'S SPEC SHOULD BE USED FOR PREFABRICATED DROP INLET PROTECTION AND SHOULD BE AS RESTRICTIVE AS THE ILLINOIS URBAN MANUAL STANDARD 861 FOR INLET PROTECTION. 39.ALL DEWATERING OPERATIONS SHALL FOLLOW ILLINOIS URBAN MANUAL PRACTICE STANDARD 813.

AutoCAD SHX Text "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT (ILR10) THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION." _______________________ CONTRACTOR SIGNATURE

AutoCAD SHX Text AREA OF CONSTRUCTION SITE: THE TOTAL AREA OF THE CONSTRUCTION SITE IS ESTIMATED TO BE 0.18 ACRES BY WHICH 0.18 ACRES WILL BE DISTURBED BY EXCAVATION, GRADING, AND OTHER ACTIVITIES.

AutoCAD SHX Text OTHER REPORTS, STUDIES AND PLANS, WHICH AID IN THE DEVELOPMENT OF THE STORM WATER POLLUTION PREVENTION PLAN AS REFERENCED DOCUMENTS: 1. INFORMATION OF THE SOILS AND TERRAIN WITHIN THE SITE WAS OBTAINED FROM INFORMATION OF THE SOILS AND TERRAIN WITHIN THE SITE WAS OBTAINED FROM TOPOGRAPHIC SURVEYS AND SOIL BORINGS THAT WERE UTILITIES FOR THE DEVELOPMENT OF THE PROPOSED TEMPORARY EROSION AND SEDIMENT CONTROL SYSTEMS. 2. PROJECT PLAN DOCUMENTS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND PLAN PROJECT PLAN DOCUMENTS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND PLAN DRAWINGS INDICATING DRAINAGE PATTERNS AND APPROXIMATE SLOPES ANTICIPATED AFTER GRADING ACTIVITIES WERE UTILIZED FOR THE PROPOSED PLACEMENT OF THE TEMPORARY EROSION CONTROL SYSTEMS.

AutoCAD SHX Text DESCRIPTION OF INTENDED SEQUENCE FOR MAJOR CONSTRUCTION ACTIVITIES WHICH WILL DISTURB SOILS FOR MAJOR PORTION OF THE CONSTRUCTION SITE: 1. INSTALL SILT SCREEN. INSTALL SILT SCREEN. 2. INSTALL DREDGE CHANNELS. INSTALL DREDGE CHANNELS. 3. SITE SHALL BE TEMPORARILY STABILIZED IMMEDIATELY FOLLOWING MASS GRADING SITE SHALL BE TEMPORARILY STABILIZED IMMEDIATELY FOLLOWING MASS GRADING COMPLETION. 4. FINE GRADING SHALL BE PERFORMED. FINE GRADING SHALL BE PERFORMED. 5. THE SITE SHALL BE SEEDED AND STABILIZED WITH BIODEGRADABLE EROSION THE SITE SHALL BE SEEDED AND STABILIZED WITH BIODEGRADABLE EROSION CONTROL MAT UPON COMPLETION OF THE PROJECT. 6. TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED FOLLOWING FINAL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED FOLLOWING FINAL STABILIZATION.

AutoCAD SHX Text SITE DESCRIPTION. DESCRIPTION OF CONSTRUCTION ACTIVITY: 1. THE PROJECT IS LOCATED IN GRAY FARM MARSH, SCHAUMBURG, IL

AutoCAD SHX Text DRAINAGE TRIBUTARIES AND SENSITIVE AREAS RECEIVING RUNOFF FROM THIS CONSTRUCTION SITE: : 1. THE SITE DRAINS INTO GRAY FARM MARSH.

AutoCAD SHX Text THIS PLAN HAS BEEN PREPARED TO COMPLY WITH THE PROVISIONS OF THE NPDES PERMIT NUMBER ILR10 ISSUED BY THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITE ACTIVITIES. I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. ENGINEER: MARTY J. MICHALISKO, P.E. DATE DATE DATE .

AutoCAD SHX Text

2. THE PROJECT SHALL GENERALLY CONSIST OF THE FOLLOWING: THE PROJECT SHALL GENERALLY CONSIST OF THE FOLLOWING: 1.) DREDGING OF SILTED DRAINAGE WAY AND NATURAL AREA RESTORATION, AND DREDGING OF SILTED DRAINAGE WAY AND NATURAL AREA RESTORATION, AND ASSOCIATED EROSION CONTROL MEASURES, INCLUDING IN-STREAM CONTROL MEASURES; 2.) PRESCRIBED BURNING, PLUG PLANTING, AND RESTORATION SEEDING; PRESCRIBED BURNING, PLUG PLANTING, AND RESTORATION SEEDING; 3.) THE PROJECT ALSO INCLUDES 3 YEARS OF ECOLOGICAL MANAGEMENT THE PROJECT ALSO INCLUDES 3 YEARS OF ECOLOGICAL MANAGEMENT WETLAND MONITORING AND REPORTING. 4.) ALL OTHER COLLATERAL WORK SUCH AS RESTORATION.ALL OTHER COLLATERAL WORK SUCH AS RESTORATION.

AutoCAD SHX Text THE FOLLOWING PLAN IS ESTABLISHED AND INCORPORATED IN THE PROJECT TO DIRECT THE CONTRACTOR IN THE PLACEMENT OF TEMPORARY EROSION AND SEDIMENT CONTROL SYSTEMS AND TO PROVIDE A STORM WATER POLLUTION PREVENTION PLAN FOR COMPLIANCE UNDER NPDES. THE PURPOSE OF THIS PLAN IS TO MINIMIZE EROSION WITHIN THE CONSTRUCTION SITE AND TO LIMIT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY UTILIZING PROPER TEMPORARY EROSION AND SEDIMENT CONTROL SYSTEMS AND PROVIDING GROUND COVER WITHIN A REASONABLE AMOUNT OF TIME. CERTAIN SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED BY THE CONTRACTOR AT THE BEGINNING OF CONSTRUCTION. OTHER ITEMS SHALL BE INSTALLED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER ON A CASE BY CASE SITUATION DEPENDING ON THE CONTRACTOR'S SEQUENCE OF ACTIVITIES, TIME OF YEAR, AND EXPECTED WEATHER CONDITIONS. THE CONTRACTOR SHALL INSTALL PERMANENT EROSION CONTROL SYSTEMS AND SEEDING WITHIN A TIME FRAME SPECIFIED HEREIN AND AS DIRECTED BY THE ENGINEER, THEREFORE MINIMIZING THE AMOUNT OF AREA SUSCEPTIBLE TO EROSION AND REDUCING THE AMOUNT OF TEMPORARY SEEDING.

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