ARFQ DEP25-73 OSR Asset Mining-S-5030-95- Plans.pdf

SHERMAN DISTRICT

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

WAYNE

LINCOLN

GREENBRIER

FAYETTE

BOONE

LOGAN

RALEIGH

MINGO

SUMMERS

WYOMING

MONROE

MERCER

McDOWELL

BOONE COUNTY, WEST VIRGINIA

PROJECT

AREA

ASSET MINING, LLC

PERMIT S-5030-95

WATER QUALITY IMPROVEMENT PROJECT

HAROLD D. WARD, CABINET SECRETARY

NICHOLAS

PROJECT

AREA

PROJECT

AREA

APRIL 2025

DESCRIPTION

TITLE SHEET

SHEET NO.

DRAWING INDEX

STATE OF

NOS I

EF

RP O W

TSE

S

E NLA

REENI NGRV I

AI

G I

17052

REG I STERED

CH

R

I S

TOPHER B . FARR

I SH

SUMMARY OF QUANTITIES 3

OVERVIEW 4

GENERAL AND STRUCTURAL NOTES 2

POND NO. 1 PLAN VIEW, PROFILE AND SECTIONS 5

POND NO. 1A PLAN VIEW, PROFILE AND SECTIONS SHEET 1 OF 2 6

POND NO. 1A PLAN VIEW, PROFILE AND SECTIONS SHEET 2 OF 2 7

SLUDGE CELL PLAN VIEW 8

SLUDGE CELL SECTIONS SHEET 1 OF 2 9

SLUDGE CELL SECTIONS SHEET 2 OF 2 10

PIPING PLAN 11

SLUDGE REMOVAL LINE PROFILES AND DETAIL 12

SEDIMENT AND EROSION CONTROL 13

PROJECT SIGN 14

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CHESEPEAKE

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JEEP

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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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WILLIAMS MOUNTAIN / SYLVESTER USGS 7.5' QUADRANGLE

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BOONE COUNTY

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SCALE: 1"=1 MILE

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SCALE: 1"=2000'

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ENGINEER

AutoCAD SHX Text CHRISTOPHER B. FARRISH, PE WEST VIRGINIA PROFESSIONAL ENGINEER REGISTRATION NUMBER 17052

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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.

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 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

CHANNEL LININGS

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

EXTENTS OF LININGS.

REVISIONS

DATE: ( ):BY: GENERAL AND STRUCTURAL NOTES

TOTAL

SHT. NO.

SCALE: NTS DATE: APRIL 2025

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

OFFICE OF SPECIAL RECLAMATION

601 57th STREET SE

CHARLESTON WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

TECHNICAL SPECIFICATION(S) SUMMARY OF QUANTITIES QUANTITY UNITS

1-1 MOBILIZATION & DEMOBILIZATION 1 LS

3-1 4-1

CONSTRUCTION LAYOUT 1 LS

5-1

QUALITY CONTROL 1 LS

6-2

SITE PREPARATION 1 LS

5-5

SEDIMENT CONTROL SILT FENCE 1500 LF

6-1

UTILITIES (NON BID ITEM) N/A N/A

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 UNFORESEEN CHANGES IN THE

FIELD. THEREFORE, ALWAYS BID ON THE QUANTITIES LISTED IN WVOASIS.

6-2

TYPE I REVEGETATION 3.71 AC

SEDIMENT CONTROL HAY BALE DIKE 100 LF

6-5, 7-1, 8-4 CLEAN OUT POND NO. 1 AND CONSTRUCT LIMESTONE BED 1 LS

REHABILITATE POND NO. 1 A SPILLWAY AND CONSTRUCT DRIVE THRU CROSSING

NO. 1

CLEAN OUT POND NO. 1A AND CONSTRUCT LIMESTONE BED 1 LS

SLUDGE CELL CONSTRUCTION 1 LS

CHANNEL NO. 1 396 LF

POND NO. 1A ACCESS ROAD BASE 386 LF

POND NO. 1A ACCESS ROAD FINAL 386 LF

SLUDGE CELL ACCESS ROAD BASE 291 LF

SLUDGE CELL ACCESS ROAD FINAL 291 LF

DRIVE THRU CROSSING NO. 2 1 LS

6-5, 7-1 LS

6-5, 7-1, 8-4 6-5 5-3, 6-5, 7-1, 8-4 5-3, 6-5, 7-1 5-3, 6-5, 7-1, 8-4 5-3, 6-5, 7-1 6-5, 7-1 6-5, 7-1

18 INCH CORRUGATED HDPE PIPE 20 LF10-16

SLUDGE REMOVAL LINE S-1 744 LF6-5, 7-1, 10-15, 10-17, 10-38

SLUDGE REMOVAL LINE S-2 318 LF6-5, 7-1, 10-15, 10-17, 10-38

18 INCH CORRUGATED HDPE PIPE10-16

ROAD MAINTENANCE 1 LS5-2

INCIDENTAL STONE 500 TN7-3

SUMMARY OF QUANTITIES

TOTAL

SHT. NO.

SCALE: NTS DATE: APRIL 2025

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental Protection

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

601 57th STREET SE

CHARLESTON, WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

OFFICE OF SPECIAL RECLAMATION

FAX: 1-304-926-0458

DRIVE THRU

CROSSING NO. 1

PROPOSED

LIMESTONE BED

POND NO. 1

PROPOSED

LIMESTONE BED

POND NO. 1A

PROPOSED

SLUDGE CELL

PROPOSED

CHANNEL NO. 1

SLUDGE CELL

ACCESS ROAD

POND NO. 1A

ACCESS ROAD

DRIVE THRU

CROSSING NO. 2

PROPOSED LIMITS

OF DISTURBANCE

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY: OVERVIEW

TOTAL

SHT. NO.

SCALE: 1" = 200' DATE: APRIL 2025

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

CBF

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

OFFICE OF SPECIAL RECLAMATION

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

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PLAN VIEW

30 0 30 60

PROPOSED LIMESTONE BED

A

A

B

B

C

C

DRIVE THRU

CROSSING NO. 1

LIMITS OF DISTURBANCE

10801080

11001100

11201120

1060 1060

10801080

11001100

11201120

1060 1060

0 604020204060

SECTION B-B

20 0 20 40

POND NO. 1

0 604020204060

SECTION C-C

20 0 20 40

POND NO. 1

EXISTING GROUND

EXISTING GROUND

SLUDGE BUILD UP

SLUDGE BUILD UP

PROPOSED LIMESTONE BED

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

1120 1120

SECTION A-A

20 0 20 40

POND NO. 1

PROPOSED LIMESTONE BED

SLUDGE BUILD UP

TO BE REMOVED DURING CONSTRUCTION

EXISTING GROUND

FLOW PATH

THROUGH

LIMESTONE

WOVEN GEOTEXTILE

FABRIC FOR SEPARATION

D50 = 2 INCH

LIMESTONE

FLOW

WOVEN GEOTEXTILE

FABRIC FOR

SEPARATION

2' LAP ALONG BED EDGE "TYPICAL

FOR ALL LIMESTONE BED BAFFLES"

NOTES:

1) LIMESTONE SHALL EXTEND ABOVE THE OUTLET FLOWLINE 2 FEET THE ENTIRE LENGTH AND WIDTH OF

LIMESTONE BEDS TO ENSURE ALL FLOW PASSES THROUGH LIMESTONE BED.

2) ALL LIMESTONE SHALL BE CLEAN.

3) WOVEN GEOTEXTILE FABRIC FOR SEPARATION MEETING REQUIREMENTS OF AASHTO M288 SECTION 7 CLASS 2 WILL BE UTILIZED TO FORCE WATER FLOW DOWN AND THROUGH THE BOTTOM 2 FEET AND TOP PORTIONS OF THE

LIMESTONE BED.

4) THE WOVEN GEOTEXTILE FABRIC FOR SEPARATION WILL BE PLACED AT THE APPROXIMATE LOCATION SHOWN FOR EACH LIMESTONE BED. THE FABRIC WILL EXTEND FROM THE TOP OF THE LIMESTONE BED TO A DEPTH OF

2' OFF THE BOTTOM OF POND.

5) LIMESTONE BED SHALL HAVE SIDE SLOPES OF 2:1.

LIMESTONE

SLOPED 2:1

OPEN WATER

OUTLETINLET

OPEN WATER

LIMESTONE

SLOPED 2:1

50'

POND NO. 1

SECTION A-A

A

A

1 FOOT CAP OF D50 = 6 INCH

LIMESTONE RIP RAP

1 FOOT OF D50 = 6 INCH

LIMESTONE RIP RAP ON FACE

LIMESTONE BED DETAIL

93' MINIMUM

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

POND NO. 1

PLAN VIEW, PROFILE AND SECTIONS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: APRIL 2025

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

CBF

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

PLAN VIEW

30 0 30 60

00A

A

B

B

C

C

0+00

0+

1+

1+

2+

2+

3+

3+

3+

PROPOSED LIMESTONE BED

(SEE TYPICAL DETAIL)

POND 1A ACCESS ROAD

POND 1A SPILLWAY

(SEE TYPICAL DETAIL)

DRIVE THRU

CROSSING NO. 1

LIMITS OF DISTURBANCE

18 INCH CORRUGATED

HDPE PIPE WITH ROCK APRON

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

SECTION B-B

20 0 20 40

POND NO. 1A

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

SECTION C-C

20 0 20 40

POND NO. 1A

EXISTING GROUND

EXISTING GROUND

POND 1A

ACCESS ROAD

ROADSIDE

CONVEYANCE DITCH

1:1

SLUDGE BUILD UP TO BE

REMOVED DURING CONSTRUCTION

SLUDGE BUILD UP TO BE

REMOVED DURING CONSTRUCTION

PROPOSED LIMESTONE BED

(SEE TYPICAL DETAIL)

POND 1A

ACCESS ROAD

ROADSIDE

CONVEYANCE DITCH

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

SECTION A-A

20 0 20 40

POND NO. 1A

1160 1160

EXISTING GROUND

PROPOSED LIMESTONE BED

(SEE TYPICAL DETAIL)

SLUDGE BUILD UP TO BE

REMOVED DURING CONSTRUCTION

APPROXIMATE WATER EL. 1120

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

POND NO. 1A

PLAN VIEW, PROFILE AND SECTIONS

SHEET 1 OF 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: APRIL 2025

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

CBF

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

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

ACCESS ROAD PROFILE

20 0 20 40

POND NO. 1A

18 INCH CORRUGATED HDPE PIPE

ROADSIDE CONVEYANCE DITCH

(SEE TYPCIAL DETAIL)

NOTE:

APPROXIMATE CULVERT LOCATION MAY

BE FIELD ADJUSTED AT THE DIRECTION

OF THE DEP FIELD REPRESENTATIVE.

3.40% 0.90%

24.19% 5.74%

1160 1160

POND NO. 1 SPILLWAY DETAIL

NOT TO SCALE

DEPTH LINING

(FT)

TOP WIDTH

(FT)

D T

20.0

BOTTOM

WIDTH

(FT)

B

10.0 D50 = 12 INCHES

LIMESTONE RIPRAP

LINER

THICKNESS

(INCHES)

18.02.5

DESIGN

SLOPE VARIES SLOPE VARIES

SLOPE VARIES SLOPE VARIES

ROAD WIDTH

(12 FT. MINIMUM)

TIE INTO EXISTING CHANNEL

FL

O

W

A A'

DESIGN

BOTTOM

WIDTH

(B)

SLOPE = 9 H:1VSLOPE = 9 H:1V

TIE INTO EXISTING CHANNEL

SLO

PE VARIES SL

O

PE

V

AR

IE

S

D50 12 INCH LIMESTONE

RIPRAP

D50 12 INCH LIMESTONE

RIPRAP

SL

O

PE

V

AR

IE

S SLO

PE VARIES

CHANNEL DEPTH LINING

(FT)

TOP WIDTH

(FT)

NUMBER D T

2.0 46.0 18.0

BOTTOM

WIDTH

(FT)

B

10.0DRIVE THRU D50 = 12 INCHESCROSSING NO. 1

SECTION A-A'

ACCESS

ROAD

ACCESS

ROAD

ROAD WIDTH

(12 FT. MINIMUM)

2.00 %

DEPTH "D"

TOP WIDTH "T"

18 INCHES MIN.

BOTTOM WIDTH "B"

DRIVE THRU CROSSING NO. 1

NOT TO SCALE

SLOPE = 9H:1V OR

ON GENTLE SLOPE

TO ALLOW PASSENGER

VEHICLE PASSAGE

SLOPE = 9H:1V OR

ON GENTLE SLOPE

TO ALLOW PASSENGER

VEHICLE PASSAGE

LIMESTONE RIPRAP

LINER

THICKNESS

(INCHES)

FLOW PATH

THROUGH

LIMESTONE

WOVEN GEOTEXTILE

FABRIC FOR SEPARATION

D50 = 2 INCH

LIMESTONE

FLOW

WOVEN GEOTEXTILE

FABRIC FOR

SEPARATION

2' LAP ALONG BED EDGE "TYPICAL

FOR ALL LIMESTONE BED BAFFLES"

NOTES:

1) LIMESTONE SHALL EXTEND ABOVE THE OUTLET FLOWLINE 2 FEET THE ENTIRE LENGTH AND WIDTH OF

LIMESTONE BEDS TO ENSURE ALL FLOW PASSES THROUGH LIMESTONE BED.

2) ALL LIMESTONE SHALL BE CLEAN.

3) WOVEN GEOTEXTILE FABRIC FOR SEPARATION MEETING REQUIREMENTS OF AASHTO M288 SECTION 7 CLASS 2 WILL BE UTILIZED TO FORCE WATER FLOW DOWN AND THROUGH THE BOTTOM 2 FEET AND TOP PORTIONS OF THE

LIMESTONE BED.

4) THE WOVEN GEOTEXTILE FABRIC FOR SEPARATION WILL BE PLACED AT THE APPROXIMATE LOCATION SHOWN FOR EACH LIMESTONE BED. THE FABRIC WILL EXTEND FROM THE TOP OF THE LIMESTONE BED TO A DEPTH OF

2' OFF THE BOTTOM OF POND.

5) LIMESTONE BED SHALL HAVE SIDE SLOPES OF 2:1.

LIMESTONE

SLOPED 2:1

OPEN WATER

OUTLETINLET

OPEN WATER

LIMESTONE

SLOPED 2:1

60'

POND NO. 1A

SECTION A-A

A

A

1 FOOT CAP OF D50 = 6 INCH

LIMESTONE RIP RAP

1 FOOT OF D50 = 6 INCH

LIMESTONE RIP RAP ON FACE

LIMESTONE BED DETAIL

88' MINIMUM

WOVEN GEOTEXTILE SEPARATION FABRIC

ACCESS ROAD

TYPICAL CROSS SECTION

1/2 INCH PER FOOT

3 INCH LAYER OF 1 1/2 INCH

CRUSHER RUN LIMESTONE

1.50 FT.

EXISTING FILL / ORIGINAL GROUND

NOT TO SCALE

MIN. TRENCH

38 INCHES

HAUNCH 9 INCHES

TO SPRINGLINE

BEDDING 4 INCHES

COMPACTED TO MIN. 90% STANDARD PROCTOR

INITIAL BACKFILL 15 INCHES

6 INCHES ABOVE PIPE CROWN

TYPICAL HDPE PIPE CROSS SECTION

1 1/2 INCH CRUSHER RUN LIMESTONE

EARTHEN FILL/ORIGINAL GROUND18 INCHES

PIPE DIAMETER

NOT TO SCALE

WOVEN GEOTEXTILE SEPARATION FABRIC

ACCESS ROAD

TYPICAL CROSS SECTION WITH PIPE

1/2 INCH PER FOOT

6 INCHES OF

2 1/2 INCH LIMESTONE

3 INCH LAYER OF 1 1/2 INCH

CRUSHER RUN LIMESTONE

12 FT.

1/4

3.0 FT.

EXISTING FILL / ORIGINAL GROUND

NOT TO SCALE

3%.

PROPOSED 18 INCH CORRUGATED HDPE PIPE

NOTE: REFER TO PLAN SHEETS FOR ROADWAY

AND DITCH ALIGNMENT

BERM

12 FT.

BERM

6 INCHES OF

2 1/2 INCH LIMESTONE

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

POND NO. 1A

PLAN VIEW, PROFILE AND SECTIONS

SHEET 2 OF 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: APRIL 2025

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

CBF

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text T

LINER THICKNESS

SLUDGE CELL

ACCESS ROAD

CHANNEL NO. 1

TURNAROUND AREA

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

3+93

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

3+67

SLUDGE CELL

TIE CHANNEL NO. 1 INTO

EXISTING CHANNEL

TIE CHANNEL NO. 1 INTO

EXISTING CHANNEL

A

A

B

B

C

C

D

D

E

E

F

F

DRIVE THRU

CROSSING NO. 2

LIMITS OF DISTURBANCE

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

SLUDGE CELL

PLAN VIEW

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1" = 20' DATE: APRIL 2025

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

CBF

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

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

PROFILE

20 0 20 40

SLUDGE CELL ACCESS ROAD

SLUDGE CELL

ACCESS ROAD

DRIVE THRU

CROSSING NO. 2

12.69%

17.90% 4.95% 5.76%

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

PROFILE

20 0 20 40

CHANNEL NO. 1

CHANNEL NO. 1

TOP OF ROCK SURFACE

43.25%

11.45%

DRIVE THRU

CROSSING NO. 2

1.40% 1.40%

11.22% 4.36%

1.08%

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

SECTION A-A

20 0 20 40

SLUDGE CELL ACCESS ROAD

SLUDGE CELL

ACCESS ROAD

EXISTING GROUND

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

1.0 0:1

EXISTING GROUND

SLUDGE CELL

ACCESS ROAD

SECTION B-B

20 0 20 40

SLUDGE CELL ACCESS ROAD

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

SECTION C-C

20 0 20 40

SLUDGE CELL ACCESS ROAD

1.5:1

1.5:1

EXISTING GROUND

SLUDGE CELL

ACCESS ROAD

SLUDGE CELL

CHANNEL NO. 1

ROADSIDE

CONVEYANCE DITCH

ROADSIDE

CONVEYANCE DITCH

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROSPOSED SLUDGE CELL SECTIONS

SHEET 1 OF 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1" = 20' DATE: APRIL 2025

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

CBF

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

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

SECTION D-D

20 0 20 40

SLUDGE CELL ACCESS ROAD

1.5:1

1.50:1

1.50:1 CHANNEL NO. 1

EXISTING GROUND

SLUDGE CELL

ACCESS ROAD

SLUDGE CELL

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

SECTION E-E

20 0 20 40

SLUDGE CELL ACCESS ROAD

1.5:1

1.5:1

1.5:1

EXISTING GROUND

CHANNEL NO. 1

SLUDGE CELL

ACCESS ROAD

SLUDGE CELL

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

SECTION F-F

20 0 20 40

SLUDGE CELL ACCESS ROAD

EXISTING GROUND

CHANNEL NO. 1

TURNAROUND AREA

EL. 1132

CHANNEL NO. 1 DETAIL

NOT TO SCALE

DEPTH LINING

(FT)

TOP WIDTH

(FT)

D T

13.0

BOTTOM

WIDTH

(FT)

B

4 D50 = 12 INCHES

LIMESTONE RIPRAP

LINER

THICKNESS

(INCHES)

18.03.0

DESIGN

3'

1.5'

1 1

TYPICAL

6 INCH LAYER OF

ROADSIDE CONVEYANCE DITCH

3 INCH LIMESTONE

WOVEN GEOTEXTILE SEPARATION FABRIC

ACCESS ROAD

TYPICAL CROSS SECTION

1/2 INCH PER FOOT

3 INCH LAYER OF 1 1/2 INCH

CRUSHER RUN LIMESTONE

1.50 FT.

EXISTING FILL / ORIGINAL GROUND

NOT TO SCALE

NOTE: REFER TO PLAN SHEETS FOR ROADWAY

AND DITCH ALIGNMENT

12 FT.

BERM

6 INCHES OF

2 1/2 INCH LIMESTONE

SLOPE VARIES SLOPE VARIES

SLOPE VARIES SLOPE VARIES

ROAD WIDTH

(12 FT. MINIMUM)

TIE INTO EXISTING CHANNEL

FL

O

W

A A'

DESIGN

BOTTOM

WIDTH

(B)

SLOPE = 8.5 H:1VSLOPE = 6 H:1V

TIE INTO EXISTING CHANNEL

SLO

PE VARIES SL

O

PE

V

AR

IE

S

D50 12 INCH LIMESTONE

RIPRAP

D50 12 INCH LIMESTONE

RIPRAP

SL

O

PE

V

AR

IE

S SLO

PE VARIES

CHANNEL DEPTH LINING

(FT)

TOP WIDTH

(FT)

FREEBOARD

(FT)

NUMBER D T F

2.5 40.0 18.0

BOTTOM

WIDTH

(FT)

B

4.0DRIVE THRU D50 = 12 INCHESCROSSING NO. 2

SECTION A-A'

ACCESS

ROAD

ACCESS

ROAD

ROAD WIDTH

(12 FT. MINIMUM)

1.00 %

DEPTH "D"

TOP WIDTH "T"

18 INCHES MIN.

BOTTOM WIDTH "B"

0.50

DRIVE THRU CROSSING NO. 2

NOT TO SCALE

SLOPE = 6H:1V OR

ON GENTLE SLOPE

TO ALLOW PASSENGER

VEHICLE PASSAGE

SLOPE = 8.5H:1V OR

ON GENTLE SLOPE

TO ALLOW PASSENGER

VEHICLE PASSAGE

LIMESTONE RIPRAP

LINER

THICKNESS

(INCHES)

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROSPOSED SLUDGE CELL SECTIONS

SHEET 2 OF 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: APRIL 2025

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

CBF

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text T

LINER THICKNESS

1300 13

DRIVE THRU

CROSSING NO. 1

POND NO. 1

LIMESTONE BED

POND NO. 1

PROPOSED

LIMESTONE BED

PROPOSED

SLUDGE CELL

PROPOSED

CHANNEL NO. 1

SLUDGE CELL

ACCESS ROAD

POND NO. 1A

ACCESS ROAD

DRIVE THRU

CROSSING NO. 2

LIMITS OF DISTURBANCE

POND NO. 1A

CAM AND GROVE WITH

LOCKABLE CAP

CAM AND GROVE WITH

LOCKABLE CAP

CAM AND GROVE WITH

LOCKABLE CAP

CAM AND GROVE WITH

LOCKABLE CAP

CAM AND GROVE WITH

LOCKABLE CAP

SLUDGE REMOVAL LINE S-1

6 INCH HDPE SDR 11 PIPE

SLUDGE REMOVAL LINE S-2

6 INCH HDPE SDR 11 PIPE

SLUDGE REMOVAL LINE S-1

6 INCH HDPE SDR 11 PIPE

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY: PIPING PLAN

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1" = 50' DATE: APRIL 2025

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

CBF

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

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

1200 1200

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

PROFILE

50 0 50 100

SLUDGE REMOVAL LINE S-1

PROFILE

50 0 50 100

SLUDGE REMOVAL LINE S-2

1200 1200

CAM AND GROVE WITH

LOCKABLE CAP

CAM AND GROVE WITH

LOCKABLE CAP

CAM AND GROVE WITH

LOCKABLE CAP

PROPOSED GRADEEXISTING GROUND

SLUDGE REMOVAL LINE S-1

6 INCH HDPE SDR 11 PIPE

CAM AND GROVE WITH

LOCKABLE CAP CAM AND GROVE WITH

LOCKABLE CAP

SLUDGE REMOVAL LINE S-2

6 INCH HDPE SDR 11 PIPE EXISTING GROUND

BOTTOM OF 6 INCH HDPE PIPE TRENCH TO BE

A MINIMUM OF 36 INCHES FROM GROUND SURFACE

NOTE:

BOTTOM OF 6 INCH HDPE PIPE TRENCH TO BE

A MINIMUM OF 36 INCHES FROM GROUND SURFACE

NOTE:

MIN. TRENCH

36 INCHES

BEDDING 4 INCHES

COMPACTED TO MIN. 90% STANDARD PROCTOR

INITIAL BACKFILL 6 INCHES

ABOVE PIPE CROWN

TYPICAL HDPE PIPE CROSS SECTION

1 1/2 INCH CRUSHER RUN LIMESTONE

EARTHEN FILL/ORIGINAL GROUND6 INCHES

PIPE DIAMETER

NOT TO SCALE

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY: SLUDGE REMOVAL LINE PROFILES AND DETAIL

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN DATE: APRIL 2025

601 57th STREET SE

CHARLESTON, WV 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA

CBF

CBF

NLP

CBF

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

AutoCAD SHX Text

6" HDPE PIPE

AutoCAD SHX Text

6" HDPE PIPE

AutoCAD SHX Text

6" X 2" HDPE REDUCER

AutoCAD SHX Text

2" STAINLESS STEEL BALL VALVE

AutoCAD SHX Text

CAM & GROVE WITH LOCKABLE CAP DICKSON BRAND OR EQUAL

AutoCAD SHX Text

6" STAINLESS STEEL - NPT MALE THREAD

AutoCAD SHX Text

2" STAINLESS STEEL - NPT MALE THREAD

AutoCAD SHX Text

6" HDPE WYE

AutoCAD SHX Text

6" HDPE PIPE

AutoCAD SHX Text

6" HDPE PIPE

AutoCAD SHX Text

CAM & GROVE WITH LOCKABLE CAP DICKSON BRAND OR EQUAL

AutoCAD SHX Text

6" STAINLESS STEEL - NPT MALE THREAD

AutoCAD SHX Text

6" HDPE WYE

AutoCAD SHX Text

CAM & GROVE WITH LOCKABLE CAP DETAIL

N.T.S.

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

% 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

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.

6"

" 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, FOUR

(4) FEET LONG.

10. APPROVED PREFABRICATED UNITS INCLUDE "GEOFAB", "ENVIROFENCE", OR APPROVED

EQUAL.

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

DETAILS.

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.

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.

1' 1'

EROSION MATTING

NTS

ROCK FILTER OUTLETS

NTS

SILT FENCE DETAIL

NTS

CONSTRUCTION DETAIL

INSTALLATION DETAIL

SLOPE INSTALLATION

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

REVISIONS

DATE: ( ):BY: SEDIMENT AND EROSION CONTROL

TOTAL

SHT. NO.

SCALE: NTS

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

DATE: APRIL 2025

OFFICE OF SPECIAL RECLAMATION

601 57th STREET SE

CHARLESTON WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE 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 GREEN OR BLACK.

STATE OF WEST VIRGINIA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Division of Land Restoration Office of Special Reclamation

Project Name Permit X-XXXX-XX

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'-0" 3'-0" 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: PROJECT SIGN

TOTAL

SHT. NO.

SCALE: NTS DATE: APRIL 2025

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

OFFICE OF SPECIAL RECLAMATION

601 57th STREET SE

CHARLESTON WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

ASSET MINING, LLC

PERMIT S-5030-95

BOONE COUNTY, WEST VIRGINIA