ARFQ DEP26-34 OSR Erun Coal Sales Inc U-4010-08- Plans (1).pdf

PANTHER

OFFICE OF SPECIAL RECLAMATION

DIVISION OF LAND RESTORATION

west virginia department of environmental protection

HAROLD D. WARD, CABINET SECRETARY

HANCOCK

BROOKE

OHIO

MARSHALL

PRESTON

MORGAN

MONONGALIA

WETZEL

MINERAL

BERKELEY

MARION

TYLER

HAMPSHIRE

JEFFERSONPLEASANTS

HARRISON

TAYLOR

DODDRIDGE

WOOD

RITCHIE

GRANT

BARBOUR TUCKER

HARDY

WIRT

LEWIS

RANDOLPH

UPSHUR

GILMER

JACKSON CALHOUN

MASON

PENDLETON

ROANE

BRAXTON

POCAHONTAS

WEBSTER

PUTNAM

CLAY

KANAWHA

CABELL

NICHOLAS

WAYNE

LINCOLN

GREENBRIER

FAYETTE

BOONE

LOGAN

MINGO

SUMMERS

WYOMING

MONROE

MERCER

McDOWELL

McDOWELL COUNTY, WEST VIRGINIA

DESCRIPTION

TITLE SHEET

SHEET NO.

DRAWING INDEX

PROJECT

AREA

PROJECT

AREA

PERMIT: U-4010-08

ERUN COAL SALES, Inc.

RALEIGH

GENERAL NOTES

3SUMMARY OF QUANTITIES

4SITE PLAN

STATE OF

NOS I

EF

RP O W

TSE

S

E NLA

REENI NGRV I

AI

G I

17969

REG I STEREDNATHAN L . PARKS

PROJECT

AREA

MINE BENCH - PROFILE & SECTIONS - Sheet 1 of 4

SEDIMENT AND EROSION CONTROL

CONSTRUCTION SIGN DETAILS

MINE BENCH - SECTIONS - Sheet 2 of 4

MINE BENCH - SECTIONS - Sheet 3 of 4

MINE BENCH - SECTIONS - Sheet 4 of 4

MAIN HOLLOW - PROFILE & SECTIONS - Sheet 1 of 4

MAIN HOLLOW - SECTIONS - Sheet 2 of 4

MAIN HOLLOW - SECTIONS - Sheet 3 of 4

MAIN HOLLOW - SECTIONS - Sheet 4 of 4

ROAD DITCH - PROFILE & SECTIONS - Sheet 1 of 6

ROAD DITCH - SECTIONS - Sheet 2 of 6

ROAD DITCH - SECTIONS - Sheet 3 of 6

ROAD DITCH - SECTIONS - Sheet 4 of 6

ROAD DITCH - SECTIONS - Sheet 5 of 6

ROAD DITCH - SECTIONS - Sheet 6 of 6

POND DIVERSION - PROFILE & SECTIONS - Sheet 1 of 2

POND DIVERSION - SECTIONS - Sheet 2 of 2

DETAILS

09-18-2025

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LOCATION MAP

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WEST VIRGINIA COUNTY HIGHWAY MAP

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VICINITY MAP

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IAEGER USGS 7.5' QUADRANGLE

AutoCAD SHX Text McDOWELL COUNTY

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SCALE: 1"=1 MILE

AutoCAD SHX Text

SCALE: 1"=2000'

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ENGINEER

AutoCAD SHX Text NATHAN L. PARKS, PE WEST VIRGINIA PROFESSIONAL ENGINEER REGISTRATION NUMBER 17969

AutoCAD SHX Text

DATE

SEDIMENT AND EROSION CONTROL

THE FIRST ORDER OF WORK FOR THE CONTRACTOR IS TO INSTALL SEDIMENT

CONTROL STRUCTURES TO ESTABLISH EROSION CONTROL AT THE EARLIEST POSSIBLE

DATE. INITIAL CLEARING AND GRUBBING IS TO ONLY BE WHAT IS NECESSARY IN

ORDER TO ACCOMPLISH THESE OPERATIONS.

WVDEP SHALL CONDUCT PERIODIC INSPECTION OF SEDIMENT AND EROSION CONTROL

MEASURES TO INSURE PROPER OPERATION AND COMPLIANCE.

IN THE EVENT THAT THE TEMPORARY EROSION AND POLLUTION CONTROL MEASURES

ARE ORDERED BY THE PROJECT CONTACT DUE TO THE CONTRACTOR'S NEGLIGENCE,

CARELESSNESS, OR FAILURE TO INSTALL PERMANENT CONTROLS AS PART OF THE

WORK AS SCHEDULED, SUCH WORK SHALL BE PERFORMED BY THE CONTRACTOR AT

THE CONTRACTOR'S EXPENSE.

WASTE AND BORROW SITES

WHEN REQUIRED, WASTE AND BORROW SITES SHALL BE DEPICTED ON THE PROJECT

PLANS. DURING THE CONTRACT, IF ADDITIONAL WASTE AND BORROW SITES ARE

REQUIRED, THE CONTRACTOR SHALL CONTACT THE PROJECT CONTACT.

NO WASTE OR BORROW SITES SHALL BE PERMITTED WITHIN ANY FLOODPLAIN,

WETLANDS, OR HIGHLY SENSITIVE CULTURAL RESOURCES.

EXISTING PIPE REMOVAL

ANY EXISTING PIPES THAT ARE REMOVED DURING CONSTRUCTION SHALL BECOME

THE PROPERTY OF THE WVDEP, UNLESS OTHERWISE NOTED. THE COST OF THE

REMOVAL OF EXISTING PIPES SHALL BE INCLUDED IN THE COMMODITY LINE ITEM "SITE

PREPARATION" AND SHALL INCLUDE REMOVAL, DISPOSAL, AND BACKFILL WITH

SUITABLE MATERIAL.

CONSTRUCTION ENTRANCE AND ROADS

CONSTRUCTION ENTRANCE(S) SHALL BE INSTALLED AT THE LOCATION(S) SHOWN ON

THE PROJECT PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE ROADS IN A CLEAN

AND DUST FREE CONDITION.

AGGREGATE BASE COURSE SHALL BE APPLIED IMMEDIATELY FOLLOWING ROUGH

GRADING PER PROJECT PLAN DETAILS.

ELECTRICAL

THE CONTRACTOR SHALL FOLLOW ALL LATEST LOCAL, STATE, AND FEDERAL

ELECTRICAL CODES, INCLUDING THE NATIONAL ELECTRICAL CODE (NEC).

ALL ELECTRICAL WORK PERFORMED SHALL BE EITHER COMPLETED BY OR UNDER THE

DIRECT SUPERVISION OF A MASTER ELECTRICIAN.

THE GENERAL CONTRACTOR OR AN ELECTRICAL SUBCONTRACTOR SHALL BE

LICENSED IN THE STATE OF WEST VIRGINIA TO PERFORM ELECTRICAL WORK. THE

COMPANY PERFORMING THE ELECTRICAL WORK SHALL HAVE A MINIMUM OF FIVE (5)

YEARS OF EXPERIENCE IN THE INSTALLATION OF ELECTRICAL SYSTEMS FOR WATER

TREATMENT FACILITIES. THE COMPANY MAY EMPLOY WEST VIRGINIA LICENSED

JOURNEYMAN ELECTRICIANS WORKING UNDER THE SUPERVISION OF THE MASTER

ELECTRICIAN. HOWEVER, NO MORE THAN ONE APPRENTICE PER JOURNEYMAN SHALL

BE PERMITTED.

UTILITIES

THE LOCATIONS OF ALL KNOWN UTILITIES ARE SHOWN ON THE PROJECT PLANS AND

FIELD INFORMATION. THE CONTRACTOR IS RESPONSIBLE TO ASCERTAIN THE STATUS

AND LOCATION OF EACH UTILITY WHEN PERFORMING WORK WHICH MAY AFFECT THE

FACILITIES, INCLUDING CALLING WV 811, PROBING, EXCAVATION, OR ANY OTHER

PRECAUTION REQUIRED TO CONFIRM LOCATION. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ANY DAMAGE OR DISRUPTION TO UTILITY LINES WHICH ARE KNOWN

ACTIVE AND ARE TO REMAIN IN OPERATION.

PROJECT CONTACT

RICHARD L. PINO

SOUTHERN REGION TECHNICAL ANALYST

WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

OFFICE OF SPECIAL RECLAMATION

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WEST VIRGINIA 25840

DRAINAGE

THE CONTRACTOR SHALL MAINTAIN WORKING STORM DRAINAGE SYSTEMS THROUGH THE WORK

AREAS AT ALL TIMES DURING CONSTRUCTION. THE WORKING SYSTEM MAY CONSIST OF THE

EXISTING STORM DRAINAGE SYSTEM, THE PROPOSED STORM DRAINAGE SYSTEM OR COMBINATION

THEREOF.

BENCH MARKS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING BENCH MARK LOCATIONS THROUGHOUT

THE LIFE OF THE CONTRACT. IN THE EVENT THAT A BENCH MARK IS DISTURBED, THE

CONTRACTOR, AS DIRECTED BY THE PROJECT CONTACT, WILL RELOCATE OR RE-ESTABLISH THE

BENCH MARK. NO ADDITIONAL PAYMENT OR COMPENSATION WILL BE MADE FOR THIS WORK.

VERIFICATION OF DIMENSIONS

THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL PLAN AND ELEVATION DIMENSIONS

PRIOR TO ORDERING MATERIALS FOR THE CONSTRUCTION OF THE VARIOUS COMMODITY LINE

ITEMS IN THIS CONTRACT.

NOTICE TO CONTRACTORS

REPRESENTATIVES OF THE FOLLOWING STATE AND FEDERAL AGENCIES MAY BE IN THE AREA ON

OCCASION TO OBSERVE, INSPECT AND MONITOR THE CONSTRUCTION ACTIVITIES:

WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION, (WVDEP)

WEST VIRGINIA DIVISION OF NATURAL RESOURCES, (WVDNR)

WEST VIRGINIA STATE HISTORIC PRESERVATION OFFICE, (WVSHPO)

UNITED STATES FISH AND WILDLIFE SERVICES, (USFWS)

UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, (USEPA)

UNITED STATES ARMY CORPS OF ENGINEERS, (USACE)

UNITED STATES NATURAL RESOURCES CONSERVATION SERVICE,(USNRCS)

ADVISORY COUNCIL OF HISTORIC PRESERVATION, (ACHP)

UNITED STATES DEPARTMENT OF AGRICULTURE, FOREST SERVICE, (USDA, FS)

OFFICE OF SURFACE MINING (OSM)

SHOP DRAWINGS

SHOP DRAWINGS SHALL BE SENT TO THE ATTENTION OF THE PROJECT CONTACT.

GEOTECHNICAL REPORT

WHEN SITE CONDITIONS REQUIRE A GEOTECHNICAL REPORT, REFER TO TECHNICAL SPECIFICATION

SECTION 14-1 GEOTECHNICAL REPORT. ANY INQUIRIES SHALL BE DIRECTED TO THE PROJECT

CONTACT.

ELEVATIONS

ALL ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. (NAD88)

COORDINATES

THE PROJECT PLAN DATUMS ARE BASED UPON THE SOUTH ZONE OF THE WEST VIRGINIA STATE

P L A N E S Y S T E M . T H E H O R I Z O N T A L D A T U M I S B A S E D O N T H E N O R T H \

AMERICAN DATUM OF 1927 (NAD 27). GRID FACTORS ARE NOT REQUIRED WHEN MAKING FIELD

MEASUREMENTS.

CROSS-SECTION VIEWS

ALL CROSS SECTIONS ARE TO BE VIEWED IN THE DIRECTION OF THE ARROW.

VIEWING DIRECTION

FOUNDATIONS

1. THE CONTRACTOR SHALL REVIEW THE SUBSURFACE INVESTIGATION

REPORT, IF AVAILABLE, BEFORE THE START OF CONSTRUCTION.

2. THE CONTRACTOR SHALL NOT PLACE ANY FOUNDATION UNTIL THE

SUBGRADE HAS BEEN ACCEPTED BY THE PROJECT CONTACT.

BLOCK CONSTRUCTION

1. MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE

"NATIONAL CONCRETE MASONRY ASSOCIATION."

2. HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS SHALL MEET THE

REQUIREMENTS OF ASTM C90 AND HAVE A TWO (2) HOUR FIRE RATING.

3. MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM C-270 AND HAVE A

MINIMUM COMPRESSIVE STRENGTH OF ONE THOUSAND EIGHT HUNDERED

(1,800) PSI AT TWENTY-EIGHT (28) DAYS, GROUT SHALL HAVE A MINIMUM

COMPRESSIVE STRENGTH OF TWO THOUSAND FIVE HUNDRED (2,500) PSI AT

TWENTY-EIGHT (28) DAYS.

4. REINFORCING STEEL SHALL BE ASTM, A615, A616, OR A617 YIELD GRADE 60.

MINMUM STRENGTH SIXTY THOUSAND (60,000) PSI.

5. REINFORCING STEEL SHALL BE LAPPED AS SPECIFIED ON THIS SHEET. (REF

REINFORCING STEEL, SUB 3)

6. BLOCK MANUFACTURER SHALL PROVIDE A CONTROL JOINT DETAIL TO BE

REVIEWED AND APPROVED BY THE PROJECT CONTACT DURING

CONSTRUCTION.

STRUCTURAL STEEL

1. ALL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE

DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS", LATEST EDITION.

2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST EDITION OF

AMERICAN WELDING SOCIETY, AWS D1.1.

3. ALL EXTERIOR STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE

WITH TECHNICAL SPECIFICATION SECTION 13-15 PAINTING METAL

STRUCTURES.

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT

TWETNY-EIGHT (28) DAYS OF FOUR THOUSAND (4,000) PSI UNLESS OTHERWISE

NOTED.

2. ALL CONCRETE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 350-01.

3. ALL EMBEDDED ITEMS ARE NOT SHOWN ON THE PROJECT PLANS. THE

CONTRACTOR SHALL REVIEW THE PROJECT PLANS OF THE VARIOUS TRADES

AND COORDINATE PLACEMENT OF EMBEDDED ITEMS.

4. CONSTRUCTION JOINTS ARE SHOWN ON THE PROJECT PLANS. ANY CHANGES

OR ADDITIONS SHALL BE SUBMITTED TO THE PROJECT CONTACT BEFORE

CONCRETE PLACEMENT. USE TWO (2) INCH X FOUR (4) INCH KEY FOR LESS

THAN EIGHTEEN (18) INCH WALL OR SLAB THICKNESS AND TWO (2) INCH X SIX

(6) INCH KEY FOR THICKNESS OF EIGHTEEN (18) INCHES AND GREATER.

5. PROVIDE FORM COVER WITH A MINIMUM OF TWO (2) INCH OF CONCRETE FROM

THE OUTSIDE SURFACE. TIES FOR WALLS SUBJECT TO HYDROSTATIC

PRESSURE SHALL HAVE WATERSTOPS.

6. PROVIDE ROUGH BROOM FINISH FOR EXTERIOR SLABS AND STEEL TROWEL

FINISH FOR INTERIOR SLABS UNLESS NOTED OTHERWISE.

REINFORCING STEEL

1. ASTM, A615, A616, OR A617, GRADE 60, MINIMUM YIELD STRENGTH SIXTY

THOUSAND (60,000) PSI.

2. REINFORCING DETAILS SHALL CONFORM TO ACI "DETAILING MANUAL - 1994"

OR AS SHOWN ON THE PROJECT PLANS.

3. MINIMUM BAR LAPS

TOP OTHER

#9 BAR 90 INCHES 65 INCHES

#8 BAR 71 INCHES 51 INCHES

#7 BAR 54 INCHES 39 INCHES

#6 BAR 43 INCHES 31 INCHES

#5 BAR 36 INCHES 26 INCHES

#4 BAR 28 INCHES 20 INCHES

4. MINIMUM CLEARANCE

a. CAST AGAINST EARTH - 3"

b. #6 BARS AND LARGER - 2"

c. #5 BARS AND SMALLER - 2"

STRUCTURAL LINTELS

UNLESS SHOWN OTHERWISE, PROVIDE THE FOLLOWING LINTEL ANGLES:

MASONRY OPENING ANGLE & SIZE BEARING

4'-0" TO LESS (2) 3 12 X 3 12 X 5

16 6"

4'-1" TO 6'-0" (2) 4 X 3 12 X 5

16 LLV 6"

6'-1" TO 7'-0" (2) 5 X 3 12 X 38 LLV 6"

7'-1" TO 3'-0" (2) 6 X 3 12 X 38 LLV 6"

8'-1" TO 9'-0" (2) 7 X 4 X 38 LLV 6"

1. ALL LINTELS SHALL BE GALVANIZED.

2. ALL LINTELS SHALL HAVE TWELVE (12) INCHES OF SOLID MASONRY BELOW

BEARING END.

GENERAL NOTES STRUCTURAL NOTES

REVISIONS

DATE: ( ):BY: GENERAL NOTES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4480

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

McDOWELL COUNTY, WEST VIRGINIA Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

SUMMARY OF QUANTITIES QUANTITY UNITS

1 LS

CONSTRUCTION LAYOUT 1 LS

QUALITY CONTROL 1 LS

SILT FENCE 1,875 LF

INCIDENTAL STONE 500 TN

DIRECT BILL TO WVDEPUTILITIES

SITE PREPARATION 1 LS

MOBILIZATION & DEMOBILIZATION

TYPE 1 REVEGETATION 3.2 AC

1-1 3-1 4-1 5-1

6-2 6-1

7-1, 7-2, 7-3

WET MINE SEAL (Including Piping)

TECHNICAL SPECIFICATION(S)

6-5, 7-2, 8-2, 10-14

CYREGRADE MATERIAL 10,360 6-5

BORROW MATERIAL 6-5

ROAD MAINTENANCE 1 LS 5-2

CY4,703

6-5, 7-1, 7-2, 9-4 MAIN HOLLOW CHANNEL 388 LF

6-5, 7-1, 7-2, 9-4 ROAD DITCH 595 LF

6-5, 7-1, 7-2 POND DIVERSION 187 LF

1 EA

12-INCH MINE SEAL DISCHARGE PIPE 75 LF 6-3, 6-5, 7-2, 8-2, 10-14

5-5

MINE SEAL 4 EA 6-5, 7-2, 8-2

REVISIONS

DATE: ( ):BY: SUMMARY OF QUANTITIES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4480

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

McDOWELL COUNTY, WEST VIRGINIA

2.93 AC.

ROAD DITCH DIV.

0+00

1+00

2+00

3+00 3+07.3

4+00

5+00

5+31.6

POND DIVERSION

1.37 AC.

0+00

1+00

1+86.7

0+00

1+00

2+00

3+00

4+00

5+00

5+83.1

0+

1+

2+

3+00

4+00

5+00

5+40.7

40 11

30 1120

CUT: 160 CU YD

FILL: 60 CU YD

DITCH CUT: 45 CU YD

CUT: 1300 CU YD

FILL: 50 CU YD

DITCH CUT: 470 CU YD

CUT: 8,900 CU YD

FILL: 15,750 CU YD

DITCH CUT: 282 CU YD

Mine Bench Area

Main Hollow Channel

Pond Diversion

Road Ditch

Mine Seal Discharge Pipe (Location to be determined in the field.)

Four (4) Dry Mine Seals & One

(1) Wet Mine Seal (Location to be determined in the field.)

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY: SITE PLAN

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:50 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

NOTES:

The Cut and Fill Volumes shown do not account for anticipated swell. The final configuration within each area may be adjusted, as approved by the WVDEP Representative, to assure an acceptable outcome which has positive drainage.

The regrade will be paid as "Cut" yardage. There will not be additional pay items for placement, grading and/or compaction. Cuts for the required ditches are paid for in the per lineal foot price for each ditch.

The Contractor will be responsible for securing an off-site borrow area to provide a minimum of 4,703 cubic yards of acceptable material. The borrow area will require an initial survey and a final survey to determine volume.

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

McDOWELL COUNTY, WEST VIRGINIA

LEGEND

Silt Fence

Drainage Areas

Mine Seal Discharge Pipe

Limits of Disturbance

0 18016014012010080604020-20-40-60-80-96

12401240

12601260

12801280

13001300

13201320

13401340

1220 1220

0+00

12401240

12601260

12801280

13001300

13201320

13401340

1220 1220

0+50

LEGEND

Existing Ground Final Grade

0 18016014012010080604020-20-40-60-80-96

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20

MINE BENCH PROFILE

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MINE BENCH - PROFILE AND SECTIONS

Sheet 1 of 4

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

0 20' 40' 60'

12001200

12201220

12401240

12601260

12801280

13001300

13201320

13401340

1180 1180

2+00

12001200

12201220

12401240

12601260

12801280

13001300

13201320

13401340

13601360

1180 1180

2+50 0 18016014012010080604020-20-40-60-80-96 0 18016014012010080604020-20-40-60-80-96

12201220

12401240

12601260

12801280

13001300

13201320

13401340

1200 1200

1+00

12001200

12201220

12401240

12601260

12801280

13001300

13201320

13401340

1180 1180

1+50

LEGEND

Existing Ground Final Grade

0 18016014012010080604020-20-40-60-80-96 0 18016014012010080604020-20-40-60-80-96

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MINE BENCH - SECTIONS

Sheet 2 of 4

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

12401240

12601260

12801280

13001300

13201320

13401340

13601360

1180 1180

3+50

12001200

12201220

12401240

12601260

12801280

13001300

13201320

13401340

1180 1180

4+00 0 18016014012010080604020-20-40-60-80-96 0 18016014012010080604020-20-40-60-80-96

12001200

12201220

12401240

12601260

12801280

13001300

13201320

13401340

13601360

1180 1180

3+00 0 18016014012010080604020-20-40-60-80-96

11801180

12001200

12201220

12401240

12601260

12801280

13001300

13201320

13401340

1160 1160

3+07.31

LEGEND

Existing Ground Final Grade

0 18016014012010080604020-20-40-60-80-96

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MINE BENCH - SECTIONS

Sheet 3 of 4

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

0 18016014012010080604020-20-40-60-80-96

12601260

12801280

13001300

13201320

1240 1240

5+31.6

12001200

12201220

12401240

12601260

12801280

13001300

13201320

1180 1180

4+50

12401240

12601260

12801280

13001300

13201320

1220 1220

5+00

LEGEND

Existing Ground Final Grade

0 18016014012010080604020-20-40-60-80-960 18016014012010080604020-20-40-60-80-96

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MINE BENCH - SECTIONS

Sheet 4 of 4

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

0 80604020-20-40-60-80-86

13001300

13201320

13401340

13601360

1280 1280

1+75

12801280

13001300

13201320

13401340

13601360

1260 1260

2+00

12801280

13001300

13201320

13401340

1260 1260

2+33.62 0 80604020-20-40-60-80-86 0 80604020-20-40-60-80-86

LEGEND

Existing Ground Final Grade

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40

35.12%

MAIN HOLLOW PROFILE & CHANNEL

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MAIN HOLLOW - PROFILE AND SECTIONS

Sheet 1 of 4

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

McDOWELL COUNTY, WEST VIRGINIA

0 30' 60' 90'

12601260

12801280

13001300

13201320

13401340

1240 1240

2+37.98

12601260

12801280

13001300

13201320

13401340

1240 1240

2+38.37

12601260

12801280

13001300

13201320

1240 1240

2+49.36 0 80604020-20-40-60-80-86 0 80604020-20-40-60-80-86

0 80604020-20-40-60-80-86

12601260

12801280

13001300

13201320

1240 1240

H=20 V=20

2+50

12601260

12801280

13001300

1240 1240

2+86.19

12401240

12601260

12801280

13001300

1220 1220

3+00 0 80604020-20-40-60-80-86 0 80604020-20-40-60-80-86

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MAIN HOLLOW - SECTIONS

Sheet 2 of 4

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

12401240

12601260

12801280

13001300

1220 1220

3+08.35

12401240

12601260

12801280

1220 1220

3+46.02

12201220

12401240

12601260

12801280

1200 1200

3+50 0 80604020-20-40-60-80-86 0 80604020-20-40-60-80-86

0 80604020-20-40-60-80-86

12201220

12401240

12601260

12801280

1200 1200

3+60.92

12201220

12401240

12601260

12801280

1200 1200

4+00 0 80604020-20-40-60-80-86

12001200

12201220

12401240

1180 1180

4+50 0 80604020-20-40-60-80-86

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MAIN HOLLOW - SECTIONS

Sheet 3 of 4

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

12401240

1180 1180

4+51.78

12001200

12201220

1180 1180

4+70.31

12001200

12201220

1180 1180

4+73.86 0 80604020-20-40-60-80-86 0 80604020-20-40-60-80-86 0 80604020-20-40-60-80-86

11801180

12001200

12201220

1160 1160

4+96.46 0 80604020-20-40-60-80-86

11801180

12001200

12201220

1160 1160

5+00

11801180

12001200

12201220

1160 1160

5+40.74 0 80604020-20-40-60-80-86 0 80604020-20-40-60-80-86

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MAIN HOLLOW - SECTIONS

Sheet 4 of 4

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

0 4020-20-40-60-80-90

11801180

12001200

12201220

1160 1160

0+00

11601160

11801180

12001200

12201220

1140 1140

0+40 0 4020-20-40-60-80-90

11601160

11801180

12001200

12201220

1140 1140

0+50 0 4020-20-40-60-80-90

LEGEND

Existing Ground Final Grade

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80

-5.00% -22.79%

ROAD DITCH PROFILE

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

ROAD DITCH - PROFILE AND SECTIONS

Sheet 1 of 6

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

11401140

11601160

11801180

12001200

12201220

1120 1120

1+12.9 0 4020-20-40-60-80-90 0 4020-20-40-60-80-90

11401140

11601160

11801180

12001200

12201220

1120 1120

1+50

11401140

11601160

11801180

12001200

1120 1120

2+00 0 4020-20-40-60-80-90

LEGEND

Existing Ground Final Grade

0 4020-20-40-60-80-90

11601160

11801180

12001200

12201220

1140 1140

0+60

11401140

11601160

11801180

12001200

12201220

1120 1120

1+00 0 4020-20-40-60-80-90 0 4020-20-40-60-80-90

11401140

11601160

11801180

12001200

12201220

1120 1120

1+11.06

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

ROAD DITCH - SECTIONS

Sheet 2 of 6

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

11201120

11401140

11601160

11801180

12001200

1100 1100

2+40.17

11201120

11401140

11601160

11801180

1100 1100

2+50 0 4020-20-40-60-80-90

11201120

11401140

11601160

11801180

1100 1100

2+56.01 0 4020-20-40-60-80-900 4020-20-40-60-80-90

11201120

11401140

11601160

11801180

1100 1100

2+78.67

11201120

11401140

11601160

11801180

1100 1100

3+00 0 4020-20-40-60-80-90

11201120

11401140

11601160

11801180

1100 1100

3+06.18 0 4020-20-40-60-80-900 4020-20-40-60-80-90

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

ROAD DITCH - SECTIONS

Sheet 3 of 6

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

11001100

11201120

11401140

11601160

1080 1080

3+44.35

11001100

11201120

11401140

11601160

1080 1080

3+50

11001100

11201120

11401140

1080 1080

4+00 0 4020-20-40-60-80-900 4020-20-40-60-80-90 0 4020-20-40-60-80-90

11001100

11201120

11401140

1080 1080

4+07.12

11001100

11201120

11401140

1080 1080

4+15.3

10801080

11001100

11201120

11401140

1060 1060

4+26.52 0 4020-20-40-60-80-900 4020-20-40-60-80-900 4020-20-40-60-80-90

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

ROAD DITCH - SECTIONS

Sheet 4 of 6

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

10801080

11201120

11401140

1060 1060

4+38.41

10801080

11001100

11201120

11401140

1060 1060

4+50 0 4020-20-40-60-80-90

10801080

11001100

11201120

11401140

1060 1060

H=20 V=20

4+56.52 0 4020-20-40-60-80-900 4020-20-40-60-80-90

10801080

11001100

11201120

11401140

1060 1060

4+94.88

10801080

11001100

11201120

11401140

1060 1060

5+00

10801080

11001100

1060 1060

5+34.09 0 4020-20-40-60-80-90 0 4020-20-40-60-80-90 0 4020-20-40-60-80-90

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

ROAD DITCH - SECTIONS

Sheet 5 of 6

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

1060 1060

5+50

10601060

10801080

1040 1040

5+83.06 0 4020-20-40-60-80-90 0 4020-20-40-60-80-90

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

ROAD DITCH - SECTIONS

Sheet 6 of 6

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80

POND DIVERSION CHANNEL

LEGEND

Existing Ground Final Grade

0 4020-20-40-50

10801080

11001100

11201120

1060 1060

0+00

10801080

11001100

11201120

1060 1060

0+43.17

10801080

11001100

11201120

1060 1060

0+50 0 4020-20-40-500 4020-20-40-50

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

POND DIVERSION - PROFILE AND SECTIONS

Sheet 1 of 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

McDOWELL COUNTY, WEST VIRGINIA

0 10' 20' 30'

11201120

1060 1060

0+54.11

10801080

11001100

11201120

1060 1060

0+82.77

10801080

11001100

11201120

1060 1060

1+00 0 4020-20-40-500 4020-20-40-500 4020-20-40-50

10601060

10801080

11001100

1040 1040

1+50 0 4020-20-40-50

10601060

10801080

1040 1040

1+53.31

10601060

10801080

1040 1040

1+86.75 0 4020-20-40-500 4020-20-40-50

LEGEND

Existing Ground Final Grade

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

POND DIVERSION - SECTIONS

Sheet 2 of 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20 DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

TCG

TCG/RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

TYPICAL ANIMAL GUARD

DETAIL

NOTE: The Animal Guard is incidental to the Mine Seal Dischage Pipe

TYPICAL SECTION

MINE SEAL

TO BE INSTALLED ON

COMPETENT MATERIAL AS

APPROVED BY THE ON-SITE

WVDEP REPRESENTATIVE.

1 1/2" TO 2 1/2" STONE

NON-CALCAREOUS

(#2 SIZE)

WRAP 360 DEGREES WITH FILTER FABRIC (NONWOVEN)

WITH 1 FOOT OVERLAP

12" SOLID SCH 40

PVC PIPE

EXISTING

GROUND

FINAL GRADE

(Varies)

2'

2'

12" MINIMUM COVER

COMPACTED WITH A

HAND WHACKER

MINE SEAL DISCHARGE PIPE

Not to Scale

ORIGINAL GROUND

D

B

L

LINER

TYPICAL CHANNEL/DITCH/DIVERSION CROSS SECTION

DITCH/ MIN. DEPTH

(FT)

WIDTH

(FT)

D T

MIN. BOTTOM

WIDTH

(FT)

B

MAIN HOLLOW CHANNEL

T

CHANNEL

ROAD DITCH

POND DIVERSION

2.22 13.48 4.6

2.22 12.89 4.0

1.35 7.41 2.0

L

MIN. LINER

THICKNESS

(IN)

D50 = 9 INCH

15.0

15.0

12.0

LINER

TYPE

GROUTED RIPRAP

D50 = 9 INCH

GROUTED RIPRAP

D50 = 9 INCH

RIPRAP

MIN. TOP

Not To Scale

TYPICAL SECTION

WET MINE SEAL

DETAIL

PIPE PERFORATIONS

1% Minimum Slope

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY: DETAILS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: As Shown DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478

RLP

RLP

NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

McDOWELL COUNTY, WEST VIRGINIA

AutoCAD SHX Text 1/2" All Thread Bolts, AutoCAD SHX Text 4"

AutoCAD SHX Text

OUTLET PIPE

AutoCAD SHX Text Washers, and Nuts.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

MINE FLOOR

AutoCAD SHX Text

(VARIES)

AutoCAD SHX Text

COMPACTED SOIL BACKFILL

AutoCAD SHX Text

6' MIN. ROOF CONTACT

AutoCAD SHX Text

GRAVEL OR STONE BULKHEAD

AutoCAD SHX Text

#4 NON-CALCAREOUS STONE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

MIRAFI 140N OR EQUAL

AutoCAD SHX Text

ON FACE OF BULKHEAD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text Regrade

AutoCAD SHX Text

STEEL ANCHOR PLATE

AutoCAD SHX Text

WITH 3/8" U-BOLTS

AutoCAD SHX Text

MINE FLOOR

AutoCAD SHX Text

(VARIES)

AutoCAD SHX Text 2'

AutoCAD SHX Text

COMPACTED SOIL BACKFILL

AutoCAD SHX Text

6' MIN. ROOF CONTACT

AutoCAD SHX Text

GRAVEL OR STONE BULKHEAD

AutoCAD SHX Text

#4 NON-CALCAREOUS STONE

AutoCAD SHX Text

PERFORATED CAP

AutoCAD SHX Text

3' MIN.

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

MIRAFI 140N OR EQUAL

AutoCAD SHX Text

ON FACE OF BULKHEAD

AutoCAD SHX Text

12" DIA. PERFORATED SCH 40 PVC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 18" X 18" X 1/4"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AIR TRAP (SEE DETAIL)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

12" DIA.

AutoCAD SHX Text 22.5%%D

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 67.5%%d

AutoCAD SHX Text 22.5%%D

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 67.5%%d

AutoCAD SHX Text

12" MINE SEAL PIPE

AutoCAD SHX Text

AutoCAD SHX Text 6" section

AutoCAD SHX Text

AutoCAD SHX Text Air Trap Detail

AutoCAD SHX Text Connect Mine Seal Pipe to Mine Seal Discharge Pipe

AutoCAD SHX Text

12' SOLID SCH 40 PVC

AutoCAD SHX Text MINE SEAL DiISCHARGE PIPE

AutoCAD SHX Text 3" Minimum

AutoCAD SHX Text 2' (Minimum)

AutoCAD SHX Text Regrade

AutoCAD SHX Text Animal Guard

Main Hollow Channel

3"

2"-5"

12"

6"

2.4.

5.

3B.

1.

3A.

CRITICAL POINTS

A. OVERLAPS AND SEAMS

B. PROJECTED WATER LINE

C. CHANNEL BOTTOM/SIDE

SLOPE VERTICES

* HORIZONTAL STAPLE SPACING SHOULD BE ALTERED

IF NECESSARY TO ALLOW STAPLES TO SECURE THE

CRITICAL POINTS ALONG THE CHANNEL SURFACE.

A

A

B C

B C

** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE

OR STAKE LENGTHS GREATER THAN 6" MAY BE

12"

6"

6"

6"

4"-6"

4"

(15 cm)

NOTE:

NECESSARY TO PROPERLY ANCHOR THE BLANKETS.

4"

2"-5"1.

6.

7.

2.

5.

4.8.

3.

1. PREPARE SOIL BEFORE INSTALLATION BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. WHEN USING

EROSION MATTING.

2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A SIX (6) INCH DEEP X SIX (6) INCH WIDE TRENCH THAT WITH APPROXIMATELY TWELVE (12) INCHES OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY TWELVE (12) INCHES APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING TWELVE (12) INCH PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY

TWELVE (12) INCHES ACROSS THE WIDTH OF THE BLANKET.

3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO THE SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH

EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A FOUR (4) INCH TO SIX (6) INCH OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED FOUR (4) INCHES APART AND FOUR (4) INCH ON CENTER TO SECURE BLANKETS.

5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY TWELVE

(12) INCHES APART IN A SIX (6) INCH DEEP X SIX (6) INCH WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.

6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY TWO (2) TO FIVE (5) INCHES (DEPENDING ON BLANKET TYPE) AND STAPLED.

7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT THIRTY (30) TO FORTY (40) FOOT INTERVALS. USE A

DOUBLE ROW OF STAPLES STAGGERED FOUR (4) INCHES APART AND FOUR (4) INCH ON CENTER THE ENTIRE WIDTH OF THE CHANNEL.

8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY TWELVE (12) INCHES APART IN

A SIX (6) INCH DEEP X SIX (6) INCH WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.

6"

SLOPE INSTALLATION

1. PREPARE SOIL BEFORE INSTALLATION BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. WHEN USING

EROSION MATTING.

2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A SIX (6) INCH DEEP X SIX (6) INCH WIDE TRENCH THAT WITH APPROXIMATELY TWELVE (12) INCHES OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY TWELVE (12) INCHES APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING TWELVE (12) INCH PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY

TWELVE (12) INCHES ACROSS THE WIDTH OF THE BLANKET.

3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO THE SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH

EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY TWO (2) INCH TO FIVE (5) INCH OVERLAP DEPENDING ON

BLANKET TYPE.

5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE THREE (3) INCH OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY TWELVE (12) INCHES APART ACROSS THE ENTIRE BLANKET WIDTH.

6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGHTS GREATER THAN SIX (6) INCHES MAY BE NECESSARY TO PROPERLY

SECURE THE BLANKETS.

EROSION MATTING

NTS

CHANNEL INSTALLATION

STORAGE TANKCOMPACTED

SOIL COMPACTED

SOIL

10 MIL PLASTIC LINER

EARTHEN BASIN

4 SIDES

LOOSE SAND TO PROTECT

PLASTIC LINER FROM PUNCTURE

BURY "ENDS" OR WEIGHT

TO SECURE LINER (TYP.)

(H) MIN 2'

6'4'

2" SS - NPT

MALE THREAD

2" BANJO BALL VALVE OR

APPROVED EQUIVALENT

SEAL TO LINER BY MEANS

OF MECHANICAL FITTINGS

OR WELDING

SPILL CONTAINMENT DETAIL

NTS

NOTES:

1. SELECTED HEIGHT (H) OF EARTHEN BERM IS TO BE A TWO (2) FOOT MINIMUM OR 110% OF THE CAPACITY OF THE TANK(S) TOTAL VOLUME WITHIN THE BERM. A SIX (6) INCH FREEBOARD MUST BE INCLUDED.

2. A TWO (2) INCH WATER REMOVAL DRAIN SHALL BE LOCATED AT THE LOWEST POINT IN THE BOTTOM OF THE CONTAINMENT VOLUME. IT SHALL CONNECT TO A NORMALLY CLOSED VALVE OUTSIDE THE DIKE.

THE VALVE SHALL BE MANUALLY OPERATED AND PROTECTED FROM UNAUTHORIZED OPERATION.

RAINWATER CONTAINED WITHIN THIS DIKE SHALL BE EXAMINED PRIOR TO RELEASE TO ENSURE THAT HARMFUL QUANTITIES OF FUELS AND LUBRICANTS ARE NOT DISCHARGED. ALTERNATE METHODS OF

WATER REMOVAL WILL BE CONSIDERED FOR APPROVAL.

3. TANKS WITH SECONDARY CONTAINMENT MAY BE USED AS AN ALTERNATIVE.SECTION A-A'

A

A'

8'

6'

2'

3"

MIN

Flow

SEDIMENT SUMP DETAIL

NTS

STRAW OR HAY BALE DIKE DETAILS

NTS

NOTES:

1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.

2. ALL BALES SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR (4) INCHES OR BALES COVERED WITH A FILTER MAT, WITH EARTH TAMPED

ON THE UPSTREAM SIDE TO PREVENT PIPING.

3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE

DRIVEN TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.

4. BALES SHALL BE REMOVED AS DIRECTED BY THE ENGINEER.

ANCHORING DETAIL END VIEW

FLOW

EMBEDDED AS SITE

CONDITIONS DICTATE TO

PREVENT FLOW UNDER

BALES.

SOIL COMPACTED TO

PREVENT PIPING

ANGLE FIRST STAKE TOWARD

PREVIOUSLY LAID BALE

BOUND BALES

PLACED ON CONTOUR

2" X 2" STAKES MINIMUM OF 1 FT. INTO GROUND

% SLOPE

L

1'

3"

FLOW

RUN

R

IS

E

9"

3" MIN.

SECTION A-A' SECTION C-C'

NOTE:

1. SPACING OF PREFABRICATED DITCH CHECKS

SHALL BE THE SAME AS STONE DITCH CHECKS.

2. AASHTO #1 (2-4 INCH) SHALL BE USED, AND MAY

BE REINFORCED WITH 3 TO 6 INCH RIPRAP.

3. THE MINIMUM DITCH DEPTH IS 1.0'.DITCH MAY BE

TRAPEZOIDAL OR V-DITCH.

A

A'

C

C'

LL= (160/S), WITH A 100' MAX

WHERE,

L= SPACING IN FEET

S= % SLOPE= (RISE/RUN) X 100

9"

3" MIN.

ROCK CHECK DAM

NTS

" M

IN

4" MIN

FLOW

EMBED FILTER FABRIC

MIN. 6" INTO GROUND

FILTER FABRIC

FILTER FABRIC

THE FENCE POSTS AND EXTEND

IT INTO THE DITCH.

EXTENSION OF FABRIC INTO TRENCH

FENCE POST

THE EXCAVATED SOIL.

48" MIN. FENCE

OF FILTER ABOVE

GROUND SURFACE

30" MIN. HEIGHT

FLOW

FLOW

10' MAX. C/O2. ATTACH THE FILTER FABRIC TO

A 4" X 4" TRENCH UPSLOPE

ALONG THE LINE OF POSTS.

1. SET POSTS AND EXCAVATE 3. BACKFILL AND COMPACT

POST

48" HIGH (MIN.) FENCE POSTS

NOTE:

SILT FENCE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PROJECT PLANS AND IN

ACCORDANCE WITH THE DRAWING DETAILS SHOWN:

1. A TRENCH SHALL BE PLOWED OR OTHERWISE EXCAVATED TO THE REQUIRED DEPTH

WITH LITTLE, IF ANY, DISTURBANCE TO THE DOWN SLOPE SIDE OF THE TRENCH. THE

BOTTOM OF THE TRENCH AND THE FENCE TOP SHALL BE PLACED ON A LEVEL GRADE.

WHEN IT IS NECESSARY TO CROSS SMALL DEPRESSIONS, THE TRENCH BOTTOM AND

FENCE TOP MAY DEVIATE SLIGHTLY FROM THE LEVEL GRADE. GRADES IN SUCH

SECTIONS WILL NOT EXCEED 1%, NOR WILL THE DEVIATION EXTEND

FOR MORE THEN TWENTY-FIVE (25) FEET.

2. SUPPORT STAKES WILL BE DRIVEN TO THE REQUIRED DEPTH BELOW THE EXISTING

GROUND SURFACE AT THE SPECIFIED INTERVALS.

3. STRETCH AND FASTEN FABRIC TO THE UP-SLOPE SIDE OF THE SUPPORT STAKES.

4. WHERE THE ENDS OF THE FABRIC COME TOGETHER, THEY BE BE OVERLAPPED,

FOLDED, AND STAPLED TO PREVENT SEDIMENT BYPASS.

5. THE TOE ANCHOR WILL BE BACKFILLED AND COMPACTED TO A DENSITY EQUAL TO THE

SURROUNDING SOILS.

6. FILTER FABRIC IS TO BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES.

7. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, THEY SHALL BE

OVERLAPPED BY SIX INCHES AND FOLDED.

8. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND INSPECTED FOR DAMAGE

AFTER RAINS.

9. POSTS SHALL BE CONSTRUCTED OF TWO (2) INCH X TWO (2) INCH HARDWOOD, THREE

(3) FEET LONG.

10. APPROVED PREFABRICATED UNITS INCLUDE "EARTH SAVER ES70SF" OR APPROVED

EQUAL.

11. REFER TO TECHNICAL SPECIFICATION SECTION 6-2 SEDIMENT CONTROL FOR MORE

DETAILS.

SILT FENCE DETAIL

NTS

CONSTRUCTION DETAIL

INSTALLATION DETAIL

OUTLET CROSS-SECTIONUP-SLOPE FACE

R3-ROCK

AASHTO #57

6" MIN.

1 MIN.

1 MIN.

FILTER FABRIC OR

STRAW BALES

WOOD POSTS

1 MIN.

HEIGHT OF ROCK FILTER = 5/6

HEIGHT OF FILTER FABRIC FENCE

OR STRAW BALES

3' MIN.

AASHTO #57

1' 1'

ROCK FILTER OUTLETS

NTS

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: As Shown DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478 NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

NLP, MLB, RM

RM

SEDIMENT AND EROSION CONTROL

ERUN COAL SALES, Inc.

PERMIT # U-4010-08

McDOWELL COUNTY, WEST VIRGINIA

4"

4'-0"

4'-0"

4'-0"

9"

1'-3"

1'-3"

5"

GROUND LINE

(3) 4"X4" POSTS

# 57 AGGREGATE

(TYPICAL)

(3) 2"X4" CROSS

BRACE

CARRIAGE BOLT

CENTER LINE

CARRIAGE BOLT

CENTER LINE

NOTES:

1. REFER TO TECHNICAL SPECIFICATIONS SECTION

1-0 MOBILIZATION AND DEMOBILIZATION.

2. SIGN BOARD TO BE 3/4" BY 4' X 8' MARINE

PLYWOOD OR ALUMINUM CLAD.

3. MOUNT SIGN TO POSTS USING 3/8" X 7"

GALVANIZED CARRIAGE BOLTS.

4. POSTS ARE TO BE PRESSURE TREATED 4" X 4" X

12'.

5. LOCATION TO BE DETERMINED BY WVDEP.

6. ALL LETTERING TO BE EITHER DARK GREEN OR

BLACK.

STATE OF WEST VIRGINIA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Division of Land Restoration Office of Special Reclamation

ERUN COAL SALES, Inc.

Permit # U-4010-08

Harold D. Ward Cabinet Secretary

Contractor: Project Start Date: XX/XX/XX

Project Cost: $XXX,XXX.00 Funding provided by the Special Reclamation Coal Tax paid by WV Coal Mine Companies

DLR

6" 3'-6" 3'-6" 6"

1' -0

5 8"

77 8"

33 4"

33 4"

2" 1'-51

4" 6'-51 4"

11 8" 3"

21 4"

33 4"

33 4"

21 4"11 2"

21 4"

6"

21 4"11 2"

6'-17 8"

1' -6

21 4"

PROJECT SIGN

SCALE: NTS

7"

33 4" 1" 3 4" 1"

71 8"

1" 3 4" 1"

8"

1' -4

7 8"

1" 3 4" 1"

47 8" 21 4"11 2"21 4"

47 8"

33 4"

11 2"

11 2"

1"

8'

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: As Shown DATE: SEPTEMBER 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4478 NLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

NLP, MLB, RM

RM

CONSTRUCTION SIGN DETAILS

ERUN COAL SALES, Inc.

PERMIT # U-4010-08