PLANS ARFQ DEP25-20 ETHEL HOLLOW.pdf

PDF 7 MB Posted Sep 10, 2024

Attached to: AML - Ethel Hollow Phase II Site A
Solicitation number: ARFQ 0313 DEP2500000020 3
Issued by: Lincoln County, West Virginia

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Written by GovTribe AI · Mar 13, 2026

This is a project plans document from the West Virginia Department of Environmental Protection, Office of Abandoned Mine Lands and Reclamation, for the Ethel Hollow Phase II Site A Refuse Reclamation project located in Logan County, West Virginia. The project involves refuse reclamation and soil stabilization work on abandoned coal mining lands. Key bid schedule items include mobilization and demobilization (1 lump sum, limited to 3% of total bid), stabilized construction entrance (1 lump sum), construction layout (1 lump sum, limited to 3% of total bid), quality control (1 lump sum, limited to 3% of total bid), site preparation (1 lump sum, limited to 5% of total bid), trail/access road construction (450 tons), gravel drive rehabilitation (500 tons), stabilization fabric (1,400 square yards), rolled erosion control product (1,600 linear feet), revegetation (9.5 acres), underdrain and conveyance pipe installation (100 linear feet each), riprap channel work (2,060 linear feet for 12-inch depth, 252 linear feet for 6-inch depth), riprap-lined channel (300 tons), and unclassified excavation (71,400 cubic yards). The project includes five sheets of baseline cross-sections, access road and channel profiles, and typical construction details for erosion control measures including silt fence, rock check dams, and riprap channel specifications.

The document provides comprehensive design and construction specifications with detailed cross-sectional views showing proposed final soil cover, borrow areas, bench work, and drainage channels. Safety berms are designated throughout the project limits, and specific control point data is provided for grade verification. The contractor is responsible for all permit requirements, utility location verification, site restoration including reseeding and mulching, and maintenance of control points. The design was prepared by Alliance Consulting, Inc., with drawing approval dated November 15, 2023. A pre-bid meeting location and construction entrance are designated, though specific meeting dates and bid submission details are not included in this plans document. The project site is located near Ethel, West Virginia, at coordinates 37°53'50" north latitude and 81°53'56" west longitude, in the Henlawson Quadrangle topographic area.

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Other files

File	Type	Posted
AVS FORM ARFQ DEP25-20 ETHEL HOLLOW PHASE II SITE A.pdf	PDF	Sep 10, 2024
DEP CONSTRUCTION BID SUBMISSION FORMS ARFQ DEP25-20 ETHEL HOLLOW.pdf	PDF	Sep 10, 2024
Final_ARFQ_0313_DEP2500000020_3_WV_ARFQ_FORM.PDF	PDF	Sep 10, 2024
DRUG FREE AFFIDAVIT ARFQ DEP25-20.pdf	PDF	Sep 10, 2024
DISCLOSURE OF INTERESTED PARTIES ARFQ DEP25-20 ETHEL HOLLOW.pdf	PDF	Sep 10, 2024
CONSTRUCTION SPECIFICATIONS ARFQ DEP25-20 ETHEL HOLLOW.pdf	PDF	Sep 10, 2024
DEP INSTRUCTIONS AND TERMS AND CONDITIONS CONSTRUCTION ARFQ DEP25-20 ETHEL HOLLOW.pdf	PDF	Sep 10, 2024
ADDENDUM 2 ARFQ DEP25-20 ETHEL HOLLOW PHASE II SITE A.pdf	PDF	Sep 10, 2024
Final_ARFQ_0313_DEP2500000020_1_WV_ARFQ_FORM.PDF	PDF	Sep 10, 2024
DLR SUPPLEMENTAL SPECIFICATIONS ARFQ DEP25-20 ETHEL HOLLOW.pdf	PDF	Sep 10, 2024
Final_ARFQ_0313_DEP2500000020_2_WV_ARFQ_FORM.PDF	PDF	Sep 10, 2024
ADDENDUM NO 1 ARFQ DEP25-20 ETHEL HOLLOW.pdf	PDF	Sep 10, 2024

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ETHEL HOLLOW - PHASE II - SITE A REFUSE RECLAMATION

OFFICE OF ABANDONED MINE LANDS AND RECLAMATION

HAROLD WARD, CABINET SECRETARY

west virginia department of environmental protection

AN I SEMPER L I BER IMONT

PROJECT SITE

LOCATIONS

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WYOMING

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PRESTON

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JEFFERSON

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MORGAN

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BERKELEY

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HARDY

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MINERAL

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PENDLETON

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GRANT

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RANDOLPH

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WEBSTER

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UPSHUR

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HARRISON

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MARION

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POCAHONTAS

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MONONGALIA

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TAYLOR

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BARBOUR

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TUCKER

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VIRGINIA

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MARYLAND

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PENNSYLVANIA

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HAMPSHIRE

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HANCOCK

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BROOKE

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TYLER

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GILMER

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NICHOLAS

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DODDRIDGE

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FAYETTE

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ROANE

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WIRT

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WOOD

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MERCER

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RALEIGH

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SUMMERS

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CLAY

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CALHOUN

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PLEASANTS

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RITCHIE

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BOONE

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PUTNAM

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OHIO

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CABELL

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MINGO

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LINCOLN

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LOGAN

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MASON

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MCDOWELL

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JACKSON

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KANAWHA

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WAYNE

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MONROE

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GREENBRIER

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BRAXTON

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LEWIS

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WETZEL

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MARSHALL

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OHIO

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MAIN PROJECT SITE

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DATE

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NEAR ETHEL

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JUNE

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LOGAN COUNTY, WEST VIRGINIA

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COUNTY HIGHWAY MAP , 1" = 1 MI.

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APPROVED

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LOCATION MAP

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KENTUCKY

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PRE-BID MEETING

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CONSTRUCTION ENTRANCE

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DESCRIPTION

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INDEX TO SHEETS

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SHEET NO.

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EXISTING CONDITIONS, PROJECT LIMITS AND SURVEY CONTROL

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QUANTITY

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ITEM NO.

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BID SCHEDULE

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DESCRIPTION

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TYPICAL DETAILS 1 OF 2

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PROPOSED FINAL SOIL COVER PLAN

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BASELINE A-A CROSS SECTIONS SHEET 1 OF 5

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ACCESS ROAD/TRAIL AND CHANNEL PROFILES

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TYPICAL DETAILS 2 OF 2

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UNIT

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BASELINE A-A CROSS SECTIONS SHEET 2 OF 5

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BASELINE A-A CROSS SECTIONS SHEET 3 OF 5

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BASELINE A-A CROSS SECTIONS SHEET 4 OF 5

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BASELINE A-A CROSS SECTIONS SHEET 5 OF 5

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MOBILIZATION AND DEMOBILIZATION (LIMITED TO 3%%% OF TOTAL BID)

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STABILIZED CONSTRUCTION ENTRANCE

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CONSTRUCTION LAYOUT (LIMITED TO 3%%% OF TOTAL BID)

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QUALITY CONTROL (LIMITED TO 3%%% OF TOTAL BID)

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WOVEN BELTED SILT FENCE

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ROCK CHECK DAM

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SITE PREPARATION (LIMITED TO 5%%% OF TOTAL BID)

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TRAIL/ACCESS ROAD CONSTRUCTION

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GRAVEL DRIVE REHABILITATION

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STABILIZATION FABRIC

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ROLLED EROSION CONTROL PRODUCT

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REVEGETATION

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UNDERDRAIN

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UNDERDRAIN CONVEYANCE PIPE

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RIPRAP "VEE" CHANNEL ROAD CROSSING

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RIPRAP LINED (D = 12 INCH) CHANNEL50 = 12 INCH) CHANNEL

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RIPRAP LIINED (D = 6 INCH) CHANNEL50 = 6 INCH) CHANNEL

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UNCLASSIFIED EXCAVATION

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PROJECT AREA

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LAT: 37°53'50"

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LON: 81°53'56"

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7.5 MIN. USGS TOPOGRAPHIC MAP OF

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HENLAWSON QUADRANGLE, WEST VIRGINIA.

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VICINITY MAP

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RYAN P. COX

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0 100 200 300 epartment of nvironmental rotection Abandoned Mine Lands and Reclamation

State of West Virginia

ETHEL HOLLOW

PHASE II- SITE A

RECLAMATION

EXISTING CONDITIONS,

PROJECT LIMITS AND SURVEY

CONTROL

LEGEND

SURVEY CONTROL

Alliance Consulting, Inc.

Engineers ConstructorsScientists

PREPARED BY:

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INSET

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PORTAL 21 20' WIDE

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PORTAL 22 15' WIDE

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BORROW AREA 1

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EXISTING ACCESS ROAD

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EXISTING ACCESS ROAD

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EXISTING ACCESS ROAD

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EXISTING ACCESS ROAD

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UNNAMED TRIBUTARY OF DINGESS RUN

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UNNAMED TRIBUTARY OF DINGESS RUN

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BORROW AREA 2

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DRAWN BY:

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DATE:

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RPC

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AS NOTED

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1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS. 3. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT.

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ORIGINAL GROUND CONTOUR

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EXIST. DRAIN OR WATER COURSE

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(304) 255-0491

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BECKLEY, WV

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(724) 745-3630

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CANONSBURG, PA

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TEST PIT W/ SOIL DEPTH

AutoCAD SHX Text CONTROL POINT DATA: 108 N:327559.02, E:1708837.86, ELEV:1121.13, REBAR BASELINE A-A CONTROL POINTS: 105 N:327981.48, E:1708678.95, ELEV:1133.44, CL BEGINNING REBAR 106 N:327981.53, E:1709728.79, ELEV:1314.53, CL ENDING REBAR

AutoCAD SHX Text AERIAL MAPPING PREPARED BY BLUE MOUNTAIN ENGINEERING (MAY 2020) AND PROVIDED BY WVDEP-AML. WV (SOUTH) NAD83 DATUM. PROPERTY LINES SHOWN ARE APPROXIMATE AND HAVE BEEN OBTAINED FROM AVAILABLE ASSESSORS DATA.

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BORROW AREA 1 LIMITS

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SECTION BASELINE

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SITE A

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CONSTRUCTION LIMIT

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RAIN GAUGE

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0 50 100 150 epartment of nvironmental rotection Abandoned Mine Lands and Reclamation

State of West Virginia

ETHEL HOLLOW

PHASE II- SITE A

RECLAMATION

PROPOSED FINAL SOIL COVER

PLAN

LEGEND

Alliance Consulting, Inc.

Engineers ConstructorsScientists

PREPARED BY:

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SURVEY CONTROL

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CHANNEL 9

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CHANNEL 4

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DATE:

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS. 3. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT. 5. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN CONTROL POINTS OF BASELINE A-A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN CONTROL POINTS OF BASELINE A-A FOR VERIFICATION OF GRADING REQUIREMENTS.

AutoCAD SHX Text

(304) 255-0491

AutoCAD SHX Text

BECKLEY, WV

AutoCAD SHX Text

(724) 745-3630

AutoCAD SHX Text

CANONSBURG, PA

AutoCAD SHX Text

EXISTING GROUND CONTOUR

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EXIST. DRAIN OR WATER COURSE

AutoCAD SHX Text 6'

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TEST PIT W/ SOIL DEPTH

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CONSTRUCTION LIMIT

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BORROW AREA 1 LIMITS

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BORROW AREA 2 LIMITS

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PROPOSED FINAL GRADE CONTOUR

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APPROXIMATE LIMITS OF TREELINE

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EXISTING ACCESS ROAD/ATV TRAIL

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SECTION BASELINE

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PROPOSED BORROW AREA FINAL GRADE CONTOUR

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APPROXIMATE PROPERTY LINE

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PROPOSED LIMIT OF RECP INSTALLATION

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PROPOSED RIPRAP CHANNEL

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PROPOSED TRAIL/ACCESS ROAD CONSTRUCTION

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PROPOSED WOVEN BELTED SILT FENCE

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CONTROL POINT

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AutoCAD SHX Text 3'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 6'

AutoCAD SHX Text 8'

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AutoCAD SHX Text AERIAL MAPPING PREPARED BY BLUE MOUNTAIN ENGINEERING (MAY 2020) AND PROVIDED BY WVDEP-AML. WV (SOUTH) NAD83 DATUM.

AutoCAD SHX Text BASELINE A-A CONTROL POINTS: 105 N:327981.48, E:1708678.95, ELEV:1133.44, CL BEGINNING REBAR 106 N:327981.53, E:1709728.79, ELEV:1314.53, CL ENDING REBAR

AutoCAD SHX Text

CONTROL POINT DATA: 108 N:327559.02, E:1708837.83, ELEV: 1121.13, REBAR

AutoCAD SHX Text

RAIN GAUGE

PROJECT SIGN

0 35030025020015010050-50-100-150-200-250-300

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2+00

0+50 4

0 50 100 150 epartment of nvironmental rotection Abandoned Mine Lands and Reclamation

State of West Virginia

ETHEL HOLLOW

PHASE II- SITE A

RECLAMATION

BASELINE A-A

CROSS SECTIONS

(1 OF 5)

LEGEND

Alliance Consulting, Inc.

Engineers ConstructorsScientists

PREPARED BY:

AutoCAD SHX Text

CHANNEL 9

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 1

AutoCAD SHX Text

CHANNEL 10

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CHANNEL 7

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RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 1

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CHANNEL 7

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RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

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AutoCAD SHX Text -100

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RIPRAP ROAD CROSSING 2

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BENCH

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DRAWN BY:

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APPROVED BY:

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DATE:

AutoCAD SHX Text

RPC

AutoCAD SHX Text

RPC

AutoCAD SHX Text 11/15/23

AutoCAD SHX Text

SHEET NO.

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SCALE:

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS 3. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT.

AutoCAD SHX Text

FINAL SOIL COVER SURFACE

AutoCAD SHX Text

(304) 255-0491

AutoCAD SHX Text

BECKLEY, WV

AutoCAD SHX Text

(724) 745-3630

AutoCAD SHX Text

CANONSBURG, PA

AutoCAD SHX Text

PROPOSED REFUSE REGRADE

AutoCAD SHX Text

EXISTING GROUND SURFACE

12001200

12501250

13001300

13501350

1100 1100

2+50

0 35030025020015010050-50-100-150-200-250-300

11501150

12001200

12501250

13001300

13501350

1100 1100

3+00

-350-400

-350

0 35030025020015010050-50-100-150-200-250-300

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12001200

12501250

13001300

13501350

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3+50

-350

1400 1400

0 50 100 150 epartment of nvironmental rotection Abandoned Mine Lands and Reclamation

State of West Virginia

ETHEL HOLLOW

PHASE II- SITE A

RECLAMATION

BASELINE A-A

CROSS SECTIONS

(2 OF 5)

LEGEND

Alliance Consulting, Inc.

Engineers ConstructorsScientists

PREPARED BY:

AutoCAD SHX Text

CHANNEL 6

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

CHANNEL 6

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

BORROW AREA 1

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BORROW AREA 1

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BENCH

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CHANNEL 6

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

BORROW AREA 1

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

RPC

AutoCAD SHX Text

RPC

AutoCAD SHX Text 11/15/23

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS 3. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT.

AutoCAD SHX Text

FINAL SOIL COVER SURFACE

AutoCAD SHX Text

(304) 255-0491

AutoCAD SHX Text

BECKLEY, WV

AutoCAD SHX Text

(724) 745-3630

AutoCAD SHX Text

CANONSBURG, PA

AutoCAD SHX Text

PROPOSED REFUSE REGRADE

AutoCAD SHX Text

EXISTING GROUND SURFACE

12001200

12501250

13001300

13501350

1100 1100

4+00

0 35030025020015010050-50-100-150-200-250-300

11501150

12001200

12501250

13001300

13501350

1100 1100

4+50

0 35030025020015010050-50-100-150-200-250-300

11501150

12001200

12501250

13001300

13501350

1100 1100

5+00

-350

0 50 100 150 epartment of nvironmental rotection Abandoned Mine Lands and Reclamation

State of West Virginia

ETHEL HOLLOW

PHASE II- SITE A

RECLAMATION

BASELINE A-A

CROSS SECTIONS

(3 OF 5)

LEGEND

Alliance Consulting, Inc.

Engineers ConstructorsScientists

PREPARED BY:

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

CHANNEL 6

AutoCAD SHX Text

CHANNEL 6

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ ACCESS ROAD SECTIONS 2 AND 3

AutoCAD SHX Text

CHANNEL 6

AutoCAD SHX Text

BORROW AREA 1

AutoCAD SHX Text

BORROW AREA 1

AutoCAD SHX Text

BORROW AREA 1

AutoCAD SHX Text

CHANNEL 5

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DRAWN BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

RPC

AutoCAD SHX Text

RPC

AutoCAD SHX Text 11/15/23

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS 3. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT.

AutoCAD SHX Text

FINAL SOIL COVER SURFACE

AutoCAD SHX Text

(304) 255-0491

AutoCAD SHX Text

BECKLEY, WV

AutoCAD SHX Text

(724) 745-3630

AutoCAD SHX Text

CANONSBURG, PA

AutoCAD SHX Text

PROPOSED REFUSE REGRADE

AutoCAD SHX Text

EXISTING GROUND SURFACE

0 25020015010050-50-100-150-200-250-300

12001200

12501250

13001300

1100 1100

5+50

0 25020015010050-50-100-150-200-250-300

11501150

12001200

12501250

13001300

1100 1100

6+00

-350-400

1350 1350

-350

0 25020015010050-50-100-150-200-250-300

12001200

12501250

13001300

13501350

1150 1150

6+50

0 25020015010050-50-100-150-200-250-300

12001200

12501250

13001300

13501350

1150 1150

7+00

0 25020015010050-50-100-150-200-250-300

12001200

12501250

13001300

13501350

1150 1150

7+50

0 25020015010050-50-100-150-200-250-300

12001200

12501250

13001300

13501350

1150 1150

8+00

-350

0 50 100 150 epartment of nvironmental rotection Abandoned Mine Lands and Reclamation

State of West Virginia

ETHEL HOLLOW

PHASE II- SITE A

RECLAMATION

BASELINE A-A

CROSS SECTIONS

(4 OF 5)

LEGEND

Alliance Consulting, Inc.

Engineers ConstructorsScientists

PREPARED BY:

AutoCAD SHX Text

BORROW AREA 2 CUT

AutoCAD SHX Text

CHANNEL 4

AutoCAD SHX Text

CHANNEL 3

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

CHANNEL 3

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

CHANNEL 6

AutoCAD SHX Text

BORROW AREA 2 CUT

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 3

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 3

AutoCAD SHX Text

CHANNEL 4

AutoCAD SHX Text

CHANNEL 6

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

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CHANNEL 3

AutoCAD SHX Text

CHANNEL 3

AutoCAD SHX Text

CHANNEL 3

AutoCAD SHX Text

CHANNEL 3

AutoCAD SHX Text

CHANNEL 6

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

CHANNEL 4

AutoCAD SHX Text

BORROW AREA 2 CUT

AutoCAD SHX Text

BORROW AREA 2 CUT

AutoCAD SHX Text

BORROW AREA 2 CUT

AutoCAD SHX Text

BORROW AREA 2 CUT

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 3

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 3

AutoCAD SHX Text

CHANNEL 4

AutoCAD SHX Text

CHANNEL 6

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

RPC

AutoCAD SHX Text

RPC

AutoCAD SHX Text 11/15/23

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS 3. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT.

AutoCAD SHX Text

FINAL SOIL COVER SURFACE

AutoCAD SHX Text

(304) 255-0491

AutoCAD SHX Text

BECKLEY, WV

AutoCAD SHX Text

(724) 745-3630

AutoCAD SHX Text

CANONSBURG, PA

AutoCAD SHX Text

PROPOSED REFUSE REGRADE

AutoCAD SHX Text

EXISTING GROUND SURFACE

0 25020015010050-50-100-150-200-250-300

12001200

12501250

13001300

13501350

14001400

1150 1150

9+50

0 25020015010050-50-100-150-200-250-300

12001200

12501250

13001300

13501350

14001400

1150 1150

10+00

0 25020015010050-50-100-150-200-250-300

10+50

0 25020015010050-50-100-150-200-250-300

12001200

12501250

13001300

13501350

14001400

1150 1150

8+50

0 25020015010050-50-100-150-200-250-300

9+00

0 50 100 150 epartment of nvironmental rotection Abandoned Mine Lands and Reclamation

State of West Virginia

ETHEL HOLLOW

PHASE II- SITE A

RECLAMATION

BASELINE A-A

CROSS SECTIONS

(5 OF 5)

LEGEND

Alliance Consulting, Inc.

Engineers ConstructorsScientists

PREPARED BY:

AutoCAD SHX Text

CHANNEL 2

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

CHANNEL 3

AutoCAD SHX Text

CHANNEL 2

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

RECONSTRUCTED TRAIL/ACCESS ROAD SECTION 2

AutoCAD SHX Text

CHANNEL 1

AutoCAD SHX Text

BORROW AREA 2 CUT

AutoCAD SHX Text

BORROW AREA 2 CUT

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

RPC

AutoCAD SHX Text

RPC

AutoCAD SHX Text 11/15/23

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS 3. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT.

AutoCAD SHX Text

FINAL SOIL COVER SURFACE

AutoCAD SHX Text

(304) 255-0491

AutoCAD SHX Text

BECKLEY, WV

AutoCAD SHX Text

(724) 745-3630

AutoCAD SHX Text

CANONSBURG, PA

AutoCAD SHX Text

PROPOSED REFUSE REGRADE

AutoCAD SHX Text

EXISTING GROUND SURFACE

0+00 0+50

0+00 0+50 1+00

0+00 0+50 1+00 1+50 2+00 2+50 3+00

0+00 0+50 1+00 1+50 2+00 2+50

0+00 0+50 1+00 1+50

CHANNEL 1 CHANNEL 2 CHANNEL 3

CHANNEL 4

CHANNEL 5

CHANNEL 6

CHANNEL 7

CHANNEL 8

0+00 0+50 1+00 1+50 2+00 2+50

RECONSTRUCTED TRAIL/ACCESS ROAD 2

RECONSTRUCTED TRAIL/ACCESS

ROAD SECTION 1

3+50 4+00

0+00 0+50 1+00 1+50 2+00 2+50 3+00

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00

0+00 0+50 1+00 1+50 2+00 2+50 3+00

0+00 0+50 1+00 0+00 0+50 1+00 1+50

CHANNEL 9 CHANNEL 10

0+00 0+50 1+00 1+50 2+00 2+50 3+00

RECONSTRUCTED TRAIL

SECTION 3

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00

0 50 100 150 epartment of nvironmental rotection Abandoned Mine Lands and Reclamation

State of West Virginia

ETHEL HOLLOW

PHASE II- SITE A

RECLAMATION

ACCESS ROAD/TRAIL AND

CHANNEL PROFILES

LEGEND

Alliance Consulting, Inc.

Engineers ConstructorsScientists

PREPARED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

RPC

AutoCAD SHX Text

RPC

AutoCAD SHX Text 11/15/23

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS 3. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT.

AutoCAD SHX Text

FINAL SOIL COVER SURFACE

AutoCAD SHX Text

(304) 255-0491

AutoCAD SHX Text

BECKLEY, WV

AutoCAD SHX Text

(724) 745-3630

AutoCAD SHX Text

CANONSBURG, PA

AutoCAD SHX Text

PROPOSED REFUSE REGRADE

AutoCAD SHX Text

EXISTING GROUND SURFACE

DETAIL 4

RIPRAP "VEE" CHANNEL

26"

22"

24"

6' MAX O.C.

TRENCH

FRONT ELEVATION

4' LONG WOOD (OAK) OR STEEL

POST SPACED AT 6'-0"

26"

22"

24"

10' TO TOE

OF SLOPE

FABRIC TO BE 24" ABOVE GROUND

WITH "J" IN TRENCH

FLOW

4" x 8" Trench

SIDE VIEW

TOE IN AND COMPACT BACKFILL

5 STAPLES

(1" x 134") GROUND LINE

BOTTOM OF

TRENCH LINE

REPAIR DETAIL

ATTACHING TWO SILT FENCES

WHEN TRENCHING IS USED

PLAN VIEW

36" SILT-SAVER WBSF-6

STAPLES OR WIRE TIES

TO BE PLACED AT EACH

SUPPORT BAND.

(5 BANDS TOTAL)

PROFILE VIEW

CROSS SECTION VIEW

CHECK DAM SPACING ALONG

PROFILE

DETAIL 2

ROCK CHECK DAM

DETAIL 1

MEDIUM DUTY WOVEN BELTED

WBSF-6 SILT FENCE

STANDARD

DETAIL 3

STABILIZED CONSTRUCTION ENTRANCE 10

epartment of nvironmental rotection Abandoned Mine Lands and Reclamation

State of West Virginia

ETHEL HOLLOW

PHASE II- SITE A

RECLAMATION

TYPICAL DETAILS

SHEET 1 OF 2

Alliance Consulting, Inc.

Engineers ConstructorsScientists

PREPARED BY:

AutoCAD SHX Text

"F.D." FT.

AutoCAD SHX Text

12 "TW" FT.

AutoCAD SHX Text

12 "TW" FT.

AutoCAD SHX Text 2H:1V

AutoCAD SHX Text

FINAL GRADE

AutoCAD SHX Text

"TW" FT.

AutoCAD SHX Text

"F.B." FT.FT.

AutoCAD SHX Text

MINIMUM EXCAVATION LIMITS

AutoCAD SHX Text

SOIL BACKFILL

AutoCAD SHX Text

SOIL BACKFILL

AutoCAD SHX Text t = 1.5 X D5050

AutoCAD SHX Text

0.7 X D5050

AutoCAD SHX Text

0.7 X D5050

AutoCAD SHX Text

90°,TYP.

AutoCAD SHX Text

ROCK RIPRAP SIZING

AutoCAD SHX Text

GRADATION

AutoCAD SHX Text D = 6"

AutoCAD SHX Text

AutoCAD SHX Text 50%%%

AutoCAD SHX Text 35%%%

AutoCAD SHX Text 15%%%

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

PLACE ROCK RIPRAP FULL WIDTH

AutoCAD SHX Text

OF EXCAVATION LIMITS TO THE

AutoCAD SHX Text

DESIGNED FLOW DEPTH (FD).

AutoCAD SHX Text

"TW" = TOP WIDTH

AutoCAD SHX Text "Fb" = FREEBOARD DEPTH

AutoCAD SHX Text

"F.D." = FLOW DEPTH

AutoCAD SHX Text "t" = THICKNESS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

D50 SIZE ROCK RIPRAP50 SIZE ROCK RIPRAP SIZE ROCK RIPRAP

AutoCAD SHX Text

%%UPOST (OAK)

AutoCAD SHX Text (1

AutoCAD SHX Text

AutoCAD SHX Text " x 1

AutoCAD SHX Text

AutoCAD SHX Text " x 48")

AutoCAD SHX Text

(OR EQUAL DENSITY)

AutoCAD SHX Text

PLACE THE END POST OF ONE FENCE INSIDE THE END POST OF THE OTHER FENCE

AutoCAD SHX Text ROTATE BOTH POST AT LEAST 160° IN ACLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL

AutoCAD SHX Text

DIRECTION OF RUNOFF WATER

AutoCAD SHX Text

DRIVE BOTH POSTS ABOUT 12 INCHES INTO THE GROUND AND BURY THE FLAP IN A TRENCH

AutoCAD SHX Text

2.0 FT, MIN.

AutoCAD SHX Text

SLOPE = 2H:1V

AutoCAD SHX Text

SLOPE = 2H:1V

AutoCAD SHX Text

DRAINWAY FLOWLINE

AutoCAD SHX Text

3" TO 6" RIPRAP

AutoCAD SHX Text "X"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

0.5 FT, MIN.

AutoCAD SHX Text

TOP OF BANK OF EXISTING DRAINWAY

AutoCAD SHX Text "X"

AutoCAD SHX Text

0.5 FT, MIN.

AutoCAD SHX Text

0.5 FT, MIN.

AutoCAD SHX Text

FIELD EXPEDIENT

AutoCAD SHX Text

TOP OF BANK OF EXISTING DRAINWAY

AutoCAD SHX Text

TOP OF BANK OF EXISTING DRAINWAY

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

3" TO 6" RIPRAP

AutoCAD SHX Text

EQUAL TO STREAM BOTTOM WIDTH

AutoCAD SHX Text

STREAM BOTTOM WIDTH

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text 300 FEET, MAX. OR SPACING ALONG DRAINWAY SUCH THAT TOE ELEVATION OF THE IMMEDIATE UPSTREAM DAM IS EQUAL IN ELEVATION TO THE TOP OF THE NEXT DOWNSTREAM DAM.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text

"X" DIMENSION AS DETAILED BY THE SPECIFCATIONS, FOR SEDIMENT CONTROL THE

AutoCAD SHX Text

MAXIMUM HEIGHT OF THE ROCK CHECK DAM IS 3 FEET. HOWEVER, ROCK CHECK

AutoCAD SHX Text

DAMS CAN BE CONSTRUCTED IN SMALLER DITCHES. THE CENTER OF THE ROCK

AutoCAD SHX Text

CHECK DAM SHALL BE 0'-6" LOWER THAN THE OUTER EDGES AS SHOWN.

AutoCAD SHX Text 2.

AutoCAD SHX Text

ROCK CHECK DAMS ARE NORMALLY INSTALLED IN EXISTING DRAINS AND THE TOP

AutoCAD SHX Text

CROSS SECTION OF THE DAM SHOULD HAVE A LEVEL CENTER SECTION THE SAME

AutoCAD SHX Text

WIDTH AS THE EXISTING CHANNEL BOTTOM AND 0'-6" LOWER THAN THE OUTER

AutoCAD SHX Text

EDGES OF THE DAM. ROCK CHECK DAMS PLACED IN PROJECT CONSTRUCTED

AutoCAD SHX Text

FLAT-BOTTOM DITCHES SHALL HAVE SIMILAR DIMENSIONS.

AutoCAD SHX Text 3.

AutoCAD SHX Text

THE CENTER OF ROCK CHECK DAMS CONSTRUCTED IN PROJECT CONSTRUCTED

AutoCAD SHX Text

"VEE" SHAPED OR EXISTING "VEE" SHAPED DITCHES SHALL BE 0'-6" LOWER THAN

AutoCAD SHX Text

AND SLOPED TO THE OUTER TOP EDGES OF THE DITCH SO HIGH FLOWS GO OVER

AutoCAD SHX Text

THE TOP OF THE DAM AND NOT AROUND THE EDGES.

AutoCAD SHX Text 4.

AutoCAD SHX Text

ROCK CHECK DAMS SHALL BE REMOVED AFTER THE FIRST GROWING SEASON.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CHANNEL SIZE

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text T.W.

AutoCAD SHX Text F.B.

AutoCAD SHX Text F.D.

AutoCAD SHX Text t

AutoCAD SHX Text

CHANNEL 2

AutoCAD SHX Text 6.0

AutoCAD SHX Text 0.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text 9"

AutoCAD SHX Text

CHANNEL 3

AutoCAD SHX Text 6.0

AutoCAD SHX Text 0.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text 9"

AutoCAD SHX Text

CHANNEL 4

AutoCAD SHX Text 6.0

AutoCAD SHX Text 0.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text 9"

AutoCAD SHX Text D

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6" - 9"

AutoCAD SHX Text 3" - 6"

AutoCAD SHX Text <= 3"

AutoCAD SHX Text

CHANNEL 7

AutoCAD SHX Text 6.0

AutoCAD SHX Text 0.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text

CHANNEL 8

AutoCAD SHX Text 6.0

AutoCAD SHX Text 0.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text 9"

AutoCAD SHX Text 6"

AutoCAD SHX Text D = 12"

AutoCAD SHX Text

AutoCAD SHX Text 12" - 18"

AutoCAD SHX Text 6" - 12"

AutoCAD SHX Text 3" - 6"

AutoCAD SHX Text

SOIL

AutoCAD SHX Text

REFUSE

AutoCAD SHX Text

CHANNE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 11, 2026.