ARFQ DEP26-45-OSR Powdermill Processing - Reclamation Plans_Powdermill_S-5027-08_U-5017-08_Pages 1-6 (1).pdf

POWDERMILL BRANCH of the TUG FORK RIVER DRAINAGE

OFFICE OF SPECIAL RECLAMATION

DIVISION OF LAND RESTORATION

west virginia department of environmental protection

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

RALEIGH

MINGO

SUMMERS

WYOMING

MONROE

MERCER

McDOWELL

WAYNE COUNTY, WEST VIRGINIA

DESCRIPTION

TITLE SHEET

SHEET NO.

DRAWING INDEX

PROJECT

AREA

POWDERMILL PROCESSING, INC.

PERMITS S-5027-08/U-5017-08

RECLAMATION and WATER TREATMENT PROJECT

HAROLD D. WARD, CABINET SECRETARY

SUMMARY OF QUANTITIES

GENERAL NOTES

NICHOLAS

PROJECT

AREA

PROJECT

AREA

SEPTEMBER 2025

DETAIL SHEET 1

DETAIL SHEET 2

GENERAL PROJECT AREA

PLAN SHEET AREA C

CROSS SECTIONS 5 & 6

ACCESS ROAD 1 PROFILE

POWDERMILL BRANCH STREAM PROFILE

5PLAN SHEET AREA A

6CROSS SECTIONS 1 & 2

7PLAN SHEET AREA B

CROSS SECTIONS 3 & 4 8

11PLAN SHEET AREA D

CROSS SECTIONS 7 & 8

13PLAN SHEET AREA E

CROSS SECTIONS 9, 10, & 11

15PLAN SHEET AREA F

CROSS SECTIONS 12, 13, & 14

PROJECT SIGN 22

21SEDIMENT AND EROSION CONTROL

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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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LOUISA USGS 7.5' QUADRANGLE

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REGISTERED PROFESSIONAL ENGINEER P.E. NO. 018235

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CERTIFICATION:

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WALTER G. SIMMONS

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DATE:

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WAYNE COUNTY

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SCALE: 1"=1 MILE

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SCALE: 1"=2000'

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STATE OF

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DESCRIPTIONTECHNICAL

SPECIFICATION

ITEM

NO. QUANTITY UNIT

1-1 3-1 4-1 5-1 5-2 5-5

LS

LS

LS

LS

LS

Mobilization & Demobilization Permit S-5027-08 Construction Layout Permit S-5027-08 Quality Control Permit S-5027-08 Site Preparation Permit S-5027-08 Road Maintenance Permit S-5027-08 Utilities NO BID

Permit S-5027-08 Sediment and Erosion Control Silt Fence LF

Permit S-5027-08 Incidental Stone TN

Permit U-5017-08 Lime and Disc AC Permit S-5027-08 Revegetation Type I AC

Permit S-5027-08 Surface Regrade LS Permit S-5027-08 Excavation and Backfill Highwalls CY

Permit S-5027-08 Rock Under Drain LF Permit S-5027-08 Access Road 1 Base LF

Permit S-5027-08 48 Inch HDPE Dual Wall Corrugated Pipe LF Permit S-5027-08 Roadside Ditch 1 & 2 LF Permit S-5027-08 Access Road 2 Base LF

Permit S-5027-08 Grouted Rip-Rap Drive-Through (w/Grout Cut-off) EA2 Permit U-5017-08 Ditch 1 Construction Permit S-5027-08 Ditch 2 Construction Permit S-5027-08 Ditch 3 Construction Permit S-5027-08 Ditch 4 Construction Permit S-5027-08 Ditch 5 Construction Permit S-5027-08 Ditch 6 Construction Permit S-5027-08 Ditch 7 Construction Permit S-5027-08 Ditch 8 Construction Permit S-5027-08 Ditch 9 Construction Permit S-5027-08 Ditch 10 Construction Permit S-5027-08 Ditch 11 Construction Permit S-5027-08 Ditch 12 Construction

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LS

Permit S-5027-08 Sediment Ditch & Sediment Dikes Construction Permit S-5027-08 Reclaim Sediment Ditches 7, 8, & 9

6-2

6-5

6-1

6-5 197,965

1,000

6-5, 7-1, 7-2, 9-4

4,450

5-3, 7-1

5-3, 7-1

10-16

7-1

6-5, 7-1 6-5, 7-1 6-5, 7-1 6-5, 7-1 6-5, 7-1

6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4

6-5, 7-1

1,150

1,220 1,000

2,300

16-5

6-1

7-1

Permit U-5017-08 Sediment and Erosion Control Silt Fence6-2

LF450

6-2 6-2

Permit S-5027-08 Hay Bale Dike

LF

1,000 Permit U-5017-08 Hay Bale Dike LF300

Permit U-5017-08 Incidental Stone TN500

6-1 Permit U-5017-08 Revegetation Type I AC5

6-5 Permit U-5017-08 Excavation and Backfill Highwalls CY8,000

Permit S-5027-08 Access Road 2 Final LF5-3, 7-1 1,000

Permit S-5027-08 Access Road 1 Final5-3, 7-1 LF1,150

LF

7-1, 7-2, 7-3 7-1, 7-2, 7-3

REVISIONS

DATE: ( ):BY:

NOT TO SCALE

SUMMARY of QUANTITIES

TOTAL

SHT. NO.

DATE: SEPTEMBER 2025WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

PERMIT S-5027-08/U-5017-08

BUYER:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DEP REQ. or P.O NO.

WGS

WGS

CBF

601 57th STREET SE

CHARLESTON, WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

OFFICE OF SPECIAL RECLAMATION

FAX: 1-304-926-0458 LOUISA QUADRANGLE TOTAL

NOTE: The quantities shown on the Summary of Quantities represent the amounts as directly measured in the plans. When bidding in WVOASIS the Commodity lines may be different amounts from the plans to accommodate any unforseen changes in the field. Therefore, always bid on the quantities listed in WVOASIS.

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.

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

PLANE SYSTEM. THE HORIZONTAL DATUM IS BASED ON THE NORTH\ AMERICAN DATUM OF 1983

(NAD 83). 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.

ROAD MAINTENANCE:

THE CONTRACTOR SHALL B RESPONSIBLE FOR MAINTAINING ALL ACCESS ROADS TO AND FROM

THE PROJECT AREA DURING THE CONTRACT PERIOD. MAINTENANCE INCLUDES GRADING,

RESHAPING, PLACEMENT OF AGGREGATE (INCIDENTAL STONE), AND ROLLER COMPACTION WITH

INTERVALS NOT TO EXCEED ONE MONTH, UNLESS OTHERWISE DIRECTED BY THE WVDEP.

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

CHANNEL LININGS

LINING FOR CHANNELS NOT SHOWN ON ALL CROSS SECTIONS. SEE PLAN VIEWS FOR

EXTENTS OF LININGS.

REVISIONS

DATE: ( ):BY:

TOTAL

SHT. NO.

BUYER:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DEP REQ.:

WGS

WGS

CBF

601 57th STREET SE

CHARLESTON, WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

OFFICE OF SPECIAL RECLAMATION

FAX: 1-304-926-0458

SCALE: NOT TO SCALE DATE: SEPTEMBER 2025

GENERAL NOTES

WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

PERMIT S-5027-08/U-5017-08

LOUISA QUADRANGLES

850850

810810810

81081

810 810

770770

770 770

0 910

REVISIONS

DATE: ( ):BY:

SCALE: 1"=200'

GENERAL PROJECT AREA

TOTAL

SHT. NO.

DATE: SEPTEMBER 2025WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

PERMITS S-5027-08/U-5017-08

..\..\..\..\DEP_36x24_template\DEP_36x24_TitleSheet - Standard\Dsize-TitleBlockProject\depep1.jpg

BUYER:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DEP REQ. or P.O NO.

WGS

WGS

CBF

601 57th STREET SE

CHARLESTON, WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

OFFICE OF SPECIAL RECLAMATION

FAX: 1-304-926-0458 LOUISA QUADRANGLE TOTAL

PROPERTY LINE

EXISTING ROADS

LEGEND

PROJECT BOUNDARY

PROPOSED DITCHES

SEE PLAN SHEET AREA A

POND 2

POND 2a

POND 1

SEE PLAN SHEET AREA B

SEE PLAN SHEET AREA CSEE PLAN SHEET AREA D

SEE PLAN SHEET AREA E

SEE PLAN SHEET AREA F

0 200 400

EXISTING 2 FT CONTOUR

EXISTING 10 FT CONTOUR

REVISIONS

DATE: ( ):BY:

TOTAL

SHT. NO.

..\..\..\..\DEP_36x24_template\DEP_36x24_TitleSheet - Standard\Dsize-TitleBlockProject\depep1.jpg

BUYER:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DEP REQ.:

WGS

WGS

CBF

601 57th STREET SE

CHARLESTON, WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

OFFICE OF SPECIAL RECLAMATION

FAX: 1-304-926-0458

SCALE: 1' = 40" DATE: SEPTEMBER 2025

PLAN SHEET AREA A

WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

PERMIT S-5027-08/U-5017-08

LOUISA QUADRANGLES

0 40 80

POND 1

EXISTING

DITCH

DITCH 1

REALIGNED

EXISTING CULVERT

TO REMAIN

PO

W

D

ER

M

ILL BR

AN

C

H

EXISTING SUMP

AND CULVERT

TO REMAIN

EXISTING SUMP

AND CULVERT

TO REMAIN

TIE REALIGNED DITCH

INTO EXISTING DITCH

EXISTING ROAD SIDE DITCH TO BE

CLEANED THIS WORK TO BE PAID

FOR UNDER ROAD MAINTENANCE

EXISTING ROAD SIDE DITCH & SUMPS TO BE CLEANED

THIS WORK TO BE PAID FOR UNDER ROAD MAINTENANCE

LEGEND

PROJECT BOUNDARY

PROPERTY LINE

STREAM

EXISTING 2 FT CONTOUR

EXISTING 10 FT CONTOUR

EXISTING ROAD

PROPOSED ROAD

PROPOSED 2 FT CONTOUR

PROPOSED 10 FT CONTOUR

PROPOSED DITCH

SEDIMENT DITCH TO

BE REMOVED

AREA TO BE

REGRADED

NOTE: DITCH DETAILS CAN BE

FOUND ON DETAIL SHEET 1 PAGE 19

TOP SURFACE

COAL STOCKPILE AREA

NOTE: LIME SHALL BE APPLIED AS NEEDED DURING THE

RECLAMATION PROCESS TO NEUTRALIZE SOIL ACIDITY AND

SUPPORT VEGETATION GROWTH ON THE COAL STOCKPILE AREA.

MATERIAL EXCAVATED IN COAL STOCKPILE AREA

WILL BE USED TO BACKFILL ADJACENT HIGHWALLS.

1 1 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30

2 20+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30

PROPOSED

GROUND

EXISTING

GROUND

DITCH 1

EXISTING

GROUND

PROPOSED

GROUND

2:1 2:1

REVISIONS

DATE: ( ):BY:

TOTAL

SHT. NO.

..\..\..\..\DEP_36x24_template\DEP_36x24_TitleSheet - Standard\Dsize-TitleBlockProject\depep1.jpg

BUYER:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DEP REQ.:

WGS

WGS

CBF

601 57th STREET SE

CHARLESTON, WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

OFFICE OF SPECIAL RECLAMATION

FAX: 1-304-926-0458

SCALE: 1" = 20' DATE: SEPTEMBER 2025

CROSS SECTIONS 1 & 2

WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

PERMIT S-5027-08/U-5017-08

LOUISA QUADRANGLES

0 20 40