Addendum 3-ARFQ DEP2100000019.pdf

22 MB Posted

Attached to
Addendum 6-Webster County Landfill Closure Construction
Solicitation number
ARFQ 0313 DEP2100000019 7
Issued by
Wetzel County, West Virginia

About this file

Written by GovTribe AI ·

This is Addendum 3 to a Request for Qualifications (RFQ) issued by the West Virginia Division of Environmental Protection, Office of Waste Management under the Landfill Closure Assistance Program for the Webster County Landfill closure project located in Webster County, West Virginia. The addendum distributes engineering and design documentation to the vendor community to support bid development. The project encompasses comprehensive landfill closure activities including waste excavation and relocation, installation of a permanent cap system consisting of intermediate cover/drainage layers, flexible membrane caps, gas management layers, and protective cover. Specific work includes demolition of existing impoundment liners, fencing, and associated infrastructure; construction of leachate management systems with cut-off drains, transmission lines, and pond reconstruction; installation of run-on and run-off channels with grouted riprap and erosion control matting; establishment of monitoring systems including groundwater monitoring wells; and resurfacing of access roads. The project site includes multiple test pit locations, soil borrow areas, and existing monitoring well infrastructure surveyed in January 2019.

The addendum serves to publish detailed engineering drawings and specifications prepared by Potesta & Associates, Inc., including site plans, demolition plans, closure plans with cross-sections, leachate management plans, and channel profile details. Documentation indicates the baseline topographic mapping was provided by Henderson Aerial Surveys dated December 7, 2014, with field survey work completed January 22, 2019. All provisions of the original RFQ and previous addenda remain in full force and effect. Vendors are required to acknowledge receipt of all addenda by completing an Addendum Acknowledgement form submitted with their bid to avoid potential disqualification. The contractor bears responsibility for leachate management and disposal throughout the construction process, including dewatering existing leachate ponds and hauling sediment to the Cowen PSD site for placement in the proposed cap area prior to pond reconstruction.

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Other files

File Type Posted
Addendum 1-ARFQ DEP2100000019.pdf PDF
Final_ARFQ_0313_DEP2100000019_2_WV_ARFQ_FORM.PDF PDF
DEP Instructions to Bidders 8.11.17 -ARFQ DEP2100000019.pdf PDF
DEP PROCUREMENT AFFIDAVIT-ARFQ DEP2100000019.pdf PDF
DEP Construction Bid Submission Review Form 8.11.17-ARFQ DEP2100000019.pdf PDF
Webster County Technical Specifications (17-0380-006)-jms -ARFQ DEP2100000019.pdf PDF
Webster County Appendix A - Contractor's Bid Sheet-ARFQ DEP2100000019.pdf PDF
Webster County Appendix D - Second Set of Photos -ARFQ DEP2100000019.pdf PDF
Addendum 2-ARFQ DEP2100000019.pdf PDF
Webster County Appendix B -List of Contractor QAQC Requirements-ARFQ DEP2100000019.pdf PDF
DRUG FREE WORKPLACE AFFIDAVIT-ARFQ DEP2100000019.pdf PDF
Final_ARFQ_0313_DEP2100000019_1_WV_ARFQ_FORM.PDF PDF
BID BOND FORM WITH INSTRUCTIONS-1 ARFQ DEP2100000019.pdf PDF
Webster County Appendix D - First Set of Photos -ARFQ DEP2100000019.pdf PDF
Webster County Appendix D - Daily Logs -ARFQ DEP2100000019.pdf PDF
Final_ARFQ_0313_DEP2100000019_3_WV_ARFQ_FORM.PDF PDF
SUPPLEMENTAL SPECIFICATIONS-ARFQ DEP2100000019.pdf PDF
DEP Construction Reclamation Standard Terms and Conditions 9.21.2020-ARFQ DEP2100000019.pdf PDF
Webster County Appendix C - List of Required Submittals-ARFQ DEP2100000019.pdf PDF
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AGENCY SOLICITATION NUMBER – ARFQ ______________

Addendum Number: ____

The Purpose of this addendum is to modify the solicitation identified as (“Agency Solicitation”) to reflect the change(s) identified and described below.

Applicable Addendum Category:

[ ] Modify bid closing date and time

[ ] Modify specification of product or service being sought

[ ] Attachment of vendor questions and responses

[ ] Attachment of pre-bid sign-in sheet

[ ] Correction of error

[ ] Other

Description of Modification to Solicitation:

This Addendum issued to publish and distribute the attached documentation to the vendor community.

Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.

Terms and Conditions:

1. All provision of the Agency Solicitation and other addenda not modified herein shall remain in full force and effect.

2. Vendor should acknowledge receipt of all addenda issued for this Agency Solicitation by completing an Addendum Acknowledgement, a copy of which is included herewith. Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.

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WEST VIRGINIA

VICINITY MAP

WV DIVISION OF HIGHWAYSU.S.G.S. 7.5' QUADRANGLE

LOCATION MAP

ENGINEERS AND ENVIRONMENTAL CONSULTANTS

WEBSTER COUNTY HIGHWAY MAP

SCALE: 1" = 1 MILE

WEBSTER SPRINGS QUADRANGLE

SCALE: 1" = 2000'

DRAWING INDEX

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POTESTA & ASSOCIATES, INC.

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TEL: (304) 342-1400 FAX: (304) 343-9031

AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304

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WEBSTER

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OHIO

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MONONGALIA

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PRESTON

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MINERAL

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BERKELEY

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JEFFERSON

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SEAL

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POTESTA & ASSOCIATES, INC.

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TEL: (304) 342-1400 FAX: (304) 343-9031

AutoCAD SHX Text 7012 MacCorkle Ave. SE, Charleston, WV 25304

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ISSUE DATE 7/28/2020

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NOTED

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JULY 2020

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*-COVER

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STATE OF WEST VIRGINIA

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DIVISION OF ENVIRONMENTAL PROTECTION

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OFFICE OF WASTE MANAGEMENT

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LANDFILL CLOSURE ASSISTANCE PROGRAM

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PROJECT LOCATION

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NUMBER

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COVER SHEET AND INDEX

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EXISTING CONDITIONS

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OVERALL SITE PLAN

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DEMOLITION PLAN

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LANDFILL CLOSURE PLAN

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MISCELLANEOUS DETAILS

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XS1-XS5

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BASELINE-A CROSS SECTIONS

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LEACHATE MANAGEMENT PLAN

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PROPOSED CHANNEL PROFILES

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LEACHATE COLLECTION PROFILES

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WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

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WEBSTER COUNTY, WEST VIRGINIA

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DECEMBER 2019

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LANDFILL CLOSURE ASSISTANCE PROGRAM

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WEBSTER COUNTY LANDFILL

AutoCAD SHX Text COVER SHEET AND INDEX WEBSTER COUNTY LANDFILL CLOSURE PLAN PRESTON COUNTY, WEST VIRGINIA

AutoCAD SHX Text WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION LANDFILL CLOSURE ASSISTANCE PROGRAM 601 57th STREET SE CHARLESTON, WV 25304

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LAT. N38°26'34.16"LONG. W80°27'38.74"

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AutoCAD SHX Text W.E.

AutoCAD SHX Text 2532.6

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STOCKPILE

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS) DISTURBED

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EXISTING 1" REBAR

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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PAINTED STONE FOUND

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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EXISTING 1-1/2" GALV. PIPE

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EXISTING 3/4" GALV. PIPE

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EXISTING 1/2" REBAR

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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6 IN PVC INV=2640.74'

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6 IN PVC INV=2640.47'

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15 IN CMP INV=2638.04'

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15 IN CMP INV=2634.40'

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24 IN CMP INV=2631.31'

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24 IN CMP INV=2630.76'

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3 PHASE EXPOSED ON GROUND

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3 PHASE ELECTRICAL LINE EXPOSED ON GROUND

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ELECTRIC BOX W/ BREAKER

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24 N CMP BROKEN RISER INV=2528.82'

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24 IN CMP INV=2513.33'

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SIGN WEBSTER COUNTY SWA DISCHARGE 3

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MONITORING WELL NO. 3 ELEV = 2778.80' TOP OF CAP

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18 IN CMP INV=2720.65'

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18 IN CMP INV=2724.25'

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18 IN CMP INV=2720.72'

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18 IN CMP INV=2719.53'

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CLEANOUT 1-1/2" PVC CAPPED

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CLEANOUT 4IN PVC CAPPED

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CLEANOUT 4IN PVC CAPPED

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6"METAL PIPE

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4IN PVC

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SAN. SEWER MH-4 RIM=2641.78' (INVERTS UNKNOWN)

AutoCAD SHX Text SAN. SEWER MH-2 RIM=2649.12' (2)4" PVC INV. IN=2644.62 6" METAL PIPE INV. IN = 2639.12 6" METAL PIPE INV. OUT=2638.95

AutoCAD SHX Text SAN. SEWER MH-1 RIM=2650.89' (NO LID) 4" PVC INV. IN=2650.89 6" METAL PIPE INV. IN=2643.22 6" METAL PIPE (SEDIMENT FILLED) INV. OUT=2642.39

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

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MONITORING WELL NO. 2 ELEV = 2517.25' TOP OF CAP

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MONITORING WELL NO. 1 ELEV = 2520.54' TOP OF CAP

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MONITORING WELL NO. 4 ELEV = 2748.60' TOP OF CAP

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GATE

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OLD BARBED WIRE FENCE

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SAN. SEWER MH-3 RIM=2639.61' (INVERTS UNKNOWN)

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6"METAL PIPE

AutoCAD SHX Text Webster County Commission 40.75 Ac. Parcel 6P-49

AutoCAD SHX Text Webster County Commission 24.25 Ac. Parcel 6P-48

AutoCAD SHX Text Webster County Solid Waste Authority 1.03 Ac. Parcel 6P-50.2

AutoCAD SHX Text Steven & Janet Hall 10.0 Ac. Parcel 6P-38.1

AutoCAD SHX Text Geoffrey & Whittey Cougar 21.58 Ac. Parcel 6P-51

AutoCAD SHX Text Webster County Solid Waste Authority 14.87 Ac. Parcel 6P-50.1

AutoCAD SHX Text Richard & Joshua & Brandon Sandy 22.0 Ac. Parcel 7P-14

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AutoCAD SHX Text Ray & Delores Beckwith 113 Ac. & 3.75 Ac. Parcel 6P-46 & 7P-11

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EXISTING

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ACCESS

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ROAD

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24 IN HDPE CULVERT

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15 IN STEEL CULVERT

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AutoCAD SHX Text E 2122000

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POTESTA & ASSOCIATES, INC.

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MAPPING REFERENCE:

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TEL: (304) 342-1400 FAX: (304) 343-9031

AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304

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ISSUE DATE 7/28/2020

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JULY 2020

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JTS

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AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. TAKEN FROM A DRAWING PROVIDED BY HENDERSON AERIAL SURVEYS, INC 3889 GROVE CITY ROAD, GROVE CITY, OHIO 43123, DATED 12-7-2014. FIELD SURVEY FOR TEST PITS, SOIL BORROW PITS, VARIOUS ADDITIONAL VENT PIPES, POWER POLES, REBAR (.5" AND 1") WAS PREFORMED BY POTESTA AND ASSOCIATES, INC. ON 1-22-2019.

AutoCAD SHX Text EXISTING CONDITIONS WEBSTER COUNTY LANDFILL CLOSURE PLAN WEBSTER COUNTY, WEST VIRGINIA

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LEGEND

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EXISTING SANITARY SEWER SQUARE HATCH

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EXISTING ASPHALT ACCESS ROAD

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AutoCAD SHX Text WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION LANDFILL CLOSURE ASSISTANCE PROGRAM 601 57th STREET SE CHARLESTON, WV 25304

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AutoCAD SHX Text Webster County Commission 40.75 Ac. Parcel 6P-49

AutoCAD SHX Text Steven & Janet Hall 10.0 Ac. Parcel 6P-38.1

AutoCAD SHX Text Webster County Commission 24.25 Ac. Parcel 6P-48

AutoCAD SHX Text Webster County Solid Waste Authority 1.03 Ac. Parcel 6P-50.2

AutoCAD SHX Text Geoffrey & Whittey Cougar 21.58 Ac. Parcel 6P-51

AutoCAD SHX Text Webster County Commission 22.57 Ac. Parcel 6P-50

AutoCAD SHX Text Webster County Solid Waste Authority 14.87 Ac. Parcel 6P-50.1

AutoCAD SHX Text Richard & Joshua & Brandon Sandy 22.0 Ac. Parcel 7P-14

AutoCAD SHX Text Webster County Commission 22.57 Ac. Parcel 6P-50

AutoCAD SHX Text Richard & Joshua Sandy 9.16 Ac. Parcel 6P-52.1

AutoCAD SHX Text N 525000

AutoCAD SHX Text E 2122000

AutoCAD SHX Text N 525500

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AutoCAD SHX Text N 526750

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AutoCAD SHX Text Excelsior

AutoCAD SHX Text Pleasant

AutoCAD SHX Text Ridge Road

AutoCAD SHX Text (C.R 40)

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TP-29

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TP-28

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TP-27

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MONITORING WELL NO. 3 ELEV = 2778.80' TOP OF CAP

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MONITORING WELL NO. 2 ELEV = 2517.25' TOP OF CAP

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MONITORING WELL NO. 1 ELEV = 2520.54' TOP OF CAP

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MONITORING WELL NO. 4 ELEV = 2748.60' TOP OF CAP

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POTESTA & ASSOCIATES, INC.

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MAPPING REFERENCE:

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GRAPHIC SCALE

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TEL: (304) 342-1400 FAX: (304) 343-9031

AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text Eng.

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ISSUE DATE 7/28/2020

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NOTED

AutoCAD SHX Text 101-17-0380

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JULY 2020

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JMS

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JMS

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JM/RGL

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*-DESIGN

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AutoCAD SHX Text OVERALL SITE PLAN WEBSTER COUNTY LANDFILL CLOSURE PLAN WEBSTER COUNTY, WEST VIRGINIA

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DRAWING NO. 8

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DRAWING NO. 7

AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. TAKEN FROM A DRAWING PROVIDED BY HENDERSON AERIAL SURVEYS, INC 3889 GROVE CITY ROAD, GROVE CITY, OHIO 43123, DATED 12-7-2014. FIELD SURVEY FOR TEST PITS, SOIL BORROW PITS, VARIOUS ADDITIONAL VENT PIPES, POWER POLES, REBAR (.5" AND 1") WAS PREFORMED BY POTESTA AND ASSOCIATES, INC. ON 1-22-2019.

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PROPOSED RUN-ON CHANNEL NO. 1

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PROPOSED RUN-ON CHANNEL NO. 3

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PROPOSED RUN-OFF CHANNEL NO. 2

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PROPOSED RUN-OFF CHANNEL NO. 2

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PROPOSED RUN-OFF CHANNEL NO. 1

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PROPOSED RUN-OFF CHANNEL NO. 1

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PROPOSED GRAVEL ACCESS ROAD

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PROPOSED RESURFACED ACCESS ROAD

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PROPOSED RUN-OFF BENCH NO. 2

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PROPOSED RUN-OFF BENCH NO. 1

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PROPOSED RESURFACED ACCESS ROAD

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PROPOSED SEDIMENT POND

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PROPOSED LEACHATE POND 1 (EXISTING LEACHATE POND B)

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PROPOSED EMERGENCY SPILLWAY

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PROPOSED PRINCIPAL SPILLWAY

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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LEGEND

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MW

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EXISTING CONTOUR

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EXISTING PROPERTY LINE

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EXISTING PROPERTY LINE (INNER)

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EXISTING PROPERTY LINE (ADJACENT)

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EXISTING GRAVEL ACCESS ROAD

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EXISTING DIRT TRAIL

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EXISTING POND, CREEK, OR RIVER

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EXISTING LEACHATE LINE

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EXISTING OVERHEAD ELECTRIC LINE

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EXISTING TEST PIT LOCATION

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EXISTING SOIL BORROW AREA TEST PIT

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EXISTING GROUNDWATER MONITORING WELL

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SURVEY CONTROL POINT

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SURVEY IRON PIN

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APPROXIMATE LIMITS OF LANDFILL WASTE

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EXISTING POWER POLE

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EXISTING WATER VALVE

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WV

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EXISTING STRUCTURE

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EXISTING FENCE

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EXISTING WET AREA

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EXISTING STOCKPILE

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EXISTING SANITARY SEWER MANHOLE

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EXISTING STORM DRAINAGE PIPE

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ELE

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EXISTING ELECTRIC BOX OR PEDESTAL

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EXISTING SIGN

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EXISTING ASPHALT ACCESS ROAD

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PROPOSED CROSS SECTION BASELINE

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PROPOSED GRAVEL SURFACE (RESURFACED)

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PROPOSED STORM WATER PIPE OR CULVERT

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PROPOSED LIMITS OF CONSTRUCTION

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PROPOSED GAS VENT

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PROPOSED GROUTED RIPRAP

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PROPOSED LEACHATE MANHOLE

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PROPOSED LEACHATE CLEANOUT

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PROPOSED STABILIZED CONSTRUCTION

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ENTRANCE

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PROPOSED SOIL BORROW AREA

AutoCAD SHX Text GENERAL NOTES: 1. THIS OVERALL SITE DRAWING IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND THIS OVERALL SITE DRAWING IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND OVERALL SITE DRAWING IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND OVERALL SITE DRAWING IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND SITE DRAWING IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND SITE DRAWING IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND DRAWING IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND DRAWING IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND IS FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND FOR THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND THE SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND SOLE PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND PURPOSE OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND OF DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND DISPLAYING THE GENERAL LOCATION OF PROPOSED ITEMS AND THE GENERAL LOCATION OF PROPOSED ITEMS AND THE GENERAL LOCATION OF PROPOSED ITEMS AND GENERAL LOCATION OF PROPOSED ITEMS AND GENERAL LOCATION OF PROPOSED ITEMS AND LOCATION OF PROPOSED ITEMS AND LOCATION OF PROPOSED ITEMS AND OF PROPOSED ITEMS AND OF PROPOSED ITEMS AND PROPOSED ITEMS AND PROPOSED ITEMS AND ITEMS AND ITEMS AND AND AND ALSO TO EXPLAIN THE LARGER 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED TO EXPLAIN THE LARGER 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED TO EXPLAIN THE LARGER 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED EXPLAIN THE LARGER 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED EXPLAIN THE LARGER 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED THE LARGER 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED THE LARGER 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED LARGER 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED LARGER 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED 40 SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED SCALE SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED SITE PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED PLAN DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED DRAWING LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED LAYOUTS. DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED DRAWINGS NO. 5, 6, AND 7 SHOW MORE DETAILED NO. 5, 6, AND 7 SHOW MORE DETAILED NO. 5, 6, AND 7 SHOW MORE DETAILED 5, 6, AND 7 SHOW MORE DETAILED 5, 6, AND 7 SHOW MORE DETAILED 6, AND 7 SHOW MORE DETAILED 6, AND 7 SHOW MORE DETAILED AND 7 SHOW MORE DETAILED AND 7 SHOW MORE DETAILED 7 SHOW MORE DETAILED 7 SHOW MORE DETAILED SHOW MORE DETAILED SHOW MORE DETAILED MORE DETAILED MORE DETAILED DETAILED DETAILED DESIGN INFORMATION. 2. EXISTING POND A IS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS EXISTING POND A IS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS POND A IS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS POND A IS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS A IS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS A IS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS IS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS IS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS AN EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS EXISTING SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS SMALL POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS POND WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS WHERE THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS THE OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS OUTLET OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS OF MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS MH-2 DISCHARGES INTO FOR SETTLING OF ANY SOLIDS DISCHARGES INTO FOR SETTLING OF ANY SOLIDS DISCHARGES INTO FOR SETTLING OF ANY SOLIDS INTO FOR SETTLING OF ANY SOLIDS INTO FOR SETTLING OF ANY SOLIDS FOR SETTLING OF ANY SOLIDS FOR SETTLING OF ANY SOLIDS SETTLING OF ANY SOLIDS SETTLING OF ANY SOLIDS OF ANY SOLIDS OF ANY SOLIDS ANY SOLIDS ANY SOLIDS SOLIDS SOLIDS GENERATED FROM THE LANDFILL. FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED FROM THE LANDFILL. FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED FROM THE LANDFILL. FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED THE LANDFILL. FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED THE LANDFILL. FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED LANDFILL. FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED LANDFILL. FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED FROM THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED THERE THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED THE LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED LEACHATE FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED FLOWS INTO POND B BY PASSING THROUGH A VALVE LOCATED INTO POND B BY PASSING THROUGH A VALVE LOCATED INTO POND B BY PASSING THROUGH A VALVE LOCATED POND B BY PASSING THROUGH A VALVE LOCATED POND B BY PASSING THROUGH A VALVE LOCATED B BY PASSING THROUGH A VALVE LOCATED B BY PASSING THROUGH A VALVE LOCATED BY PASSING THROUGH A VALVE LOCATED BY PASSING THROUGH A VALVE LOCATED PASSING THROUGH A VALVE LOCATED PASSING THROUGH A VALVE LOCATED THROUGH A VALVE LOCATED THROUGH A VALVE LOCATED A VALVE LOCATED A VALVE LOCATED VALVE LOCATED VALVE LOCATED LOCATED LOCATED IN MH-4. IT IS BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER MH-4. IT IS BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER MH-4. IT IS BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER IT IS BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER IT IS BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER IT IS BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER IS BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER IS BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER BELIEVED THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER THAT POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER POND A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER A IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER IS CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER CURRENTLY UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER UNLINED AND POND B IS LINED. POND B, WHICH IS THE LARGER AND POND B IS LINED. POND B, WHICH IS THE LARGER AND POND B IS LINED. POND B, WHICH IS THE LARGER POND B IS LINED. POND B, WHICH IS THE LARGER POND B IS LINED. POND B, WHICH IS THE LARGER B IS LINED. POND B, WHICH IS THE LARGER B IS LINED. POND B, WHICH IS THE LARGER IS LINED. POND B, WHICH IS THE LARGER IS LINED. POND B, WHICH IS THE LARGER LINED. POND B, WHICH IS THE LARGER LINED. POND B, WHICH IS THE LARGER POND B, WHICH IS THE LARGER POND B, WHICH IS THE LARGER POND B, WHICH IS THE LARGER B, WHICH IS THE LARGER B, WHICH IS THE LARGER WHICH IS THE LARGER WHICH IS THE LARGER IS THE LARGER IS THE LARGER THE LARGER THE LARGER LARGER LARGER EXISTING POND, IS WHERE THE CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART POND, IS WHERE THE CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART POND, IS WHERE THE CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART IS WHERE THE CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART IS WHERE THE CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART WHERE THE CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART WHERE THE CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART THE CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART THE CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART CURRENT LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART LEACHATE LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART LOADOUT OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART OCCURS. POND A WILL BE DEMOLISHED AND FILLED IN AS PART POND A WILL BE DEMOLISHED AND FILLED IN AS PART POND A WILL BE DEMOLISHED AND FILLED IN AS PART POND A WILL BE DEMOLISHED AND FILLED IN AS PART A WILL BE DEMOLISHED AND FILLED IN AS PART A WILL BE DEMOLISHED AND FILLED IN AS PART WILL BE DEMOLISHED AND FILLED IN AS PART WILL BE DEMOLISHED AND FILLED IN AS PART BE DEMOLISHED AND FILLED IN AS PART BE DEMOLISHED AND FILLED IN AS PART DEMOLISHED AND FILLED IN AS PART DEMOLISHED AND FILLED IN AS PART AND FILLED IN AS PART AND FILLED IN AS PART FILLED IN AS PART FILLED IN AS PART IN AS PART IN AS PART AS PART AS PART PART PART OF THIS CONSTRUCTION PROJECT. EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH THIS CONSTRUCTION PROJECT. EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH THIS CONSTRUCTION PROJECT. EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH CONSTRUCTION PROJECT. EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH CONSTRUCTION PROJECT. EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH PROJECT. EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH PROJECT. EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH EXISTING POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH POND B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH B WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH WILL BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH BE REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH REGRADED AND RECONSTRUCTED WITH A DOUBLE LINER WITH AND RECONSTRUCTED WITH A DOUBLE LINER WITH AND RECONSTRUCTED WITH A DOUBLE LINER WITH RECONSTRUCTED WITH A DOUBLE LINER WITH RECONSTRUCTED WITH A DOUBLE LINER WITH WITH A DOUBLE LINER WITH WITH A DOUBLE LINER WITH A DOUBLE LINER WITH A DOUBLE LINER WITH DOUBLE LINER WITH DOUBLE LINER WITH LINER WITH LINER WITH WITH WITH LEACHATE DETECTION ZONE. THIS NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL DETECTION ZONE. THIS NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL DETECTION ZONE. THIS NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL ZONE. THIS NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL ZONE. THIS NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL THIS NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL THIS NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL THIS NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL NEW LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL LEACHATE IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL IMPOUNDMENT WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL BE CALLED LEACHATE POND 1. IN ADDITION THERE WILL CALLED LEACHATE POND 1. IN ADDITION THERE WILL CALLED LEACHATE POND 1. IN ADDITION THERE WILL LEACHATE POND 1. IN ADDITION THERE WILL LEACHATE POND 1. IN ADDITION THERE WILL POND 1. IN ADDITION THERE WILL POND 1. IN ADDITION THERE WILL 1. IN ADDITION THERE WILL 1. IN ADDITION THERE WILL IN ADDITION THERE WILL IN ADDITION THERE WILL IN ADDITION THERE WILL ADDITION THERE WILL ADDITION THERE WILL THERE WILL THERE WILL WILL WILL BE A NEW SEDIMENT CONTROL POND CONSTRUCTED AND WILL BE CALLED SEDIMENT POND 1.

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EXISTING LEACHATE POND A TO BE FILLED IN AS SHOWN

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APPROXIMATE LIMITS OF LANDFILL WASTE AREA

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EXISITNG SEDIMENT POND

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PROPOSED STABILIZED CONSTRUCTION ENTRANCE

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PROPOSED STABILIZED CONSTRUCTION ENTRANCE

AutoCAD SHX Text WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION LANDFILL CLOSURE ASSISTANCE PROGRAM 601 57th STREET SE CHARLESTON, WV 25304

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MANHOLE

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PROPOSED PROJECT SIGN

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AutoCAD SHX Text D6

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PROPOSED 20 FT. WIDE PIPE GATE

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EXISTING GATE TO BE REMOVED

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PROPOSED POND BYPASS CHANNEL

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PROPOSED UNDERGROUND WATER CONTOUR

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DRAWING NO. 6

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DRAWING NO. 5

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DRAWING NO. 9

PROPOSED GROUNDWATER MONITORING WELL NO. 5

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POTESTA & ASSOCIATES, INC.

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MAPPING REFERENCE:

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GRAPHIC SCALE

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TEL: (304) 342-1400 FAX: (304) 343-9031

AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text Eng.

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ISSUE DATE 7/28/2020

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NOTED

AutoCAD SHX Text 101-17-0380

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JULY 2020

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JMS

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JMS

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RGL

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*-DESIGN

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AutoCAD SHX Text DEMOLITION PLAN WEBSTER COUNTY LANDFILL CLOSURE PLAN WEBSTER COUNTY, WEST VIRGINIA

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4" CCP

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6" METAL PIPE

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6" METAL PIPE

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CHAIN LINK FENCE

AutoCAD SHX Text SAN. SEWER MH-2 RIM=2649.12 (2) 4" PVC INV.=2644.62 6" METAL PIPE INV. IN.=2639.12 6" METAL PIPE INV. OUT=2638.95

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GATE

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ELECTRIC BOX W/ BREAKER

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3 PHASE ELECTRICAL LINE EXPOSED ON GROUND

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SAN. SEWER SQUARE MANHOLE RIM ELEV.=2634.75 4" PVC INV. IN=2632.75'

AutoCAD SHX Text W.E. 2641.6

AutoCAD SHX Text W.E. 2641.6

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SAN. SEWER MH-5 RIM=2653.85 (INVERTS UNKNOWN)

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SAN. SEWER MH-4 RIM=2641.78 (INVERTS UNKNOWN)

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SAN. SEWER MH-3 RIM=2639.61 (INVERTS UNKNOWN)

AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. TAKEN FROM A DRAWING PROVIDED BY HENDERSON AERIAL SURVEYS, INC 3889 GROVE CITY ROAD, GROVE CITY, OHIO 43123, DATED 12-7-2014. FIELD SURVEY FOR TEST PITS, SOIL BORROW PITS, VARIOUS ADDITIONAL VENT PIPES, POWER POLES, REBAR (.5" AND 1") WAS PREFORMED BY POTESTA AND ASSOCIATES, INC. ON 1-22-2019.

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24 IN CMP INV=2631.31'

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24 IN CMP INV=2630.76'

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6 IN PVC INV=2640.74'

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6 IN PVC INV=2640.47'

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15 IN CMP INV=2638.04'

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15 IN CMP INV=2634.40'

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SEE NOTE NO. 2

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SEE NOTE NO. 2

AutoCAD SHX Text DEMOLITION NOTES: 1. THE EXISTING CHAIN LINK FENCE AND GATES ALONG WITH THEIR FOUNDATIONS SHALL BE THE EXISTING CHAIN LINK FENCE AND GATES ALONG WITH THEIR FOUNDATIONS SHALL BE REMOVED AND DISPOSED OF INTO THE LANDFILL. 2. THE EXISTING IMPOUNDMENT LINERS AND ANY SEDIMENT, TRASH, OR DEBRIS ON TOP OF THEM THE EXISTING IMPOUNDMENT LINERS AND ANY SEDIMENT, TRASH, OR DEBRIS ON TOP OF THEM SHALL BE REMOVED, AND DISPOSED OF INTO THE LANDFILL. 3. THE EXISTING DRAINAGE CULVERTS SHALL BE REMOVED (24-INCH, 15-INCH, AND 6-INCH) AND THE EXISTING DRAINAGE CULVERTS SHALL BE REMOVED (24-INCH, 15-INCH, AND 6-INCH) AND DISPOSED OF INTO THE LANDFILL. 4. MANHOLES 1,2,3, AND 4 SHALL BE REMOVED AND DISPOSED OF. THE ASSOCIATED PIPING AND MANHOLES 1,2,3, AND 4 SHALL BE REMOVED AND DISPOSED OF. THE ASSOCIATED PIPING AND VALVES WITH THESE MANHOLES, EXCEPT FOR THOSE THAT CURRENTLY CARRY LEACHATE FROM THE LANDFILL INTO MANHOLES MH-1 AND MH-2, SHALL ALSO BE REMOVED AND DISPOSED OF INTO THE LANDFILL. 5. THE OUTLET MANHOLE LOCATED TO THE NORTH OF THE MAIN LEACHATE IMPOUNDMENT SHALL BE THE OUTLET MANHOLE LOCATED TO THE NORTH OF THE MAIN LEACHATE IMPOUNDMENT SHALL BE REMOVED ALONG WITH ANY ASSOCIATED PIPING AND DISPOSED OF INTO THE LANDFILL. 6. ANY ELECTRICAL EQUIPMENT AND LINES FOUND SHALL BE INSPECTED BY A CERTIFIED ELECTRICIAN ANY ELECTRICAL EQUIPMENT AND LINES FOUND SHALL BE INSPECTED BY A CERTIFIED ELECTRICIAN PRIOR TO REMOVAL AND DISPOSAL.

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NOTE: ALL FEATURES SHOWN IN RED ARE DEMOLITION ITEMS UNLESS OTHERWISE NOTED.

AutoCAD SHX Text E 2122750

AutoCAD SHX Text N 526000

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AutoCAD SHX Text SAN. SEWER MH-1 RIM=2650.89' (NO LID) 4" CCP INV. IN=2650.89 6" METAL PIPE INV. IN=2643.22 6" METAL PIPE (SEDIMENT FILLED) INV. OUT=2642.39

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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EXISTING LEANCHATE POND A

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EXISTING LEANCHATE POND B

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DESCRIPTION

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SYMBOL

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LEGEND

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EXISTING CONTOUR

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EXISTING GRAVEL ACCESS ROAD

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EXISTING DIRT TRAIL

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EXISTING LEACHATE LINE

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EXISTING OVERHEAD ELECTRIC LINE

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EXISTING POWER POLE

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EXISTING WATER VALVE

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WV

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EXISTING STRUCTURE

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EXISTING SANITARY SEWER MANHOLE

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EXISTING SANITARY SEWER SQUARE HATCH

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EXISTING STORM DRAINAGE PIPE

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ELE

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EXISTING ELECTRIC BOX OR PEDESTAL

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EXISTING SIGN

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EXISTING UNDERGROUND ELECTRIC LINE

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EXISTING CHAIN LINK FENCE TO BE REMOVED

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EXISTING LEACHATE POND A TO BE FILLED IN

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EXISTING LEACHATE POND B TO BE RECON-

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EXISTING LEACHATE LINE TO BE REMOVED

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EXISTING STORM WATER PIPE TO BE

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REMOVED

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EXISTING SANITARY SEWER MANHOLE TO BE

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REMOVED

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EXISTING SANITARY SEWER SQUARE HATCH

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MANHOLE TO BE REMOVED

AutoCAD SHX Text WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION LANDFILL CLOSURE ASSISTANCE PROGRAM 601 57th STREET SE CHARLESTON, WV 25304

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STRUCTED. SEE DRAWING NO. 7

MANHOLE

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EXISTING 1-1/2" GALV. PIPE

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OLD BARBED WIRE FENCE

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OLD BARBED WIRE FENCE

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EXISTING 1" REBAR WITH ALUMINUM DISK STAMPED (ALLEGHENEY SURVEYS)

AutoCAD SHX Text N 525500

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AutoCAD SHX Text N 526000

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AutoCAD SHX Text E 2122250

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POTESTA & ASSOCIATES, INC.

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MAPPING REFERENCE:

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GRAPHIC SCALE

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TEL: (304) 342-1400 FAX: (304) 343-9031

AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text Eng.

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ISSUE DATE 7/28/2020

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NOTED

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JULY 2020

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JMS

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JMS

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RGL

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*-DESIGN

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AutoCAD SHX Text LANDFILL CLOSURE PLAN WEBSTER COUNTY LANDFILL CLOSURE PLAN WEBSTER COUNTY, WEST VIRGINIA

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MATCH LINE - SEE DRAWING NO. 6

AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. TAKEN FROM A DRAWING PROVIDED BY HENDERSON AERIAL SURVEYS, INC 3889 GROVE CITY ROAD, GROVE CITY, OHIO 43123, DATED 12-7-2014. FIELD SURVEY FOR TEST PITS, SOIL BORROW PITS, VARIOUS ADDITIONAL VENT PIPES, POWER POLES, REBAR (.5" AND 1") WAS PREFORMED BY POTESTA AND ASSOCIATES, INC. ON 1-22-2019.

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DESCRIPTION

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SYMBOL

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LEGEND

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MW

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SB-1

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EXISTING CONTOUR

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EXISTING PROPERTY LINE

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EXISTING PROPERTY LINE (INNER)

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EXISTING PROPERTY LINE (ADJACENT)

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EXISTING GRAVEL ACCESS ROAD

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EXISTING DIRT TRAIL

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EXISTING POND, CREEK, OR RIVER

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EXISTING LEACHATE LINE

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EXISTING OVERHEAD ELECTRIC LINE

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EXISTING TEST PIT LOCATION

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EXISTING SOIL BORROW AREA TEST PIT

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EXISTING GROUNDWATER MONITORING WELL

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SURVEY CONTROL POINT

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SURVEY IRON PIN

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E…

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