ARFQ DEP26-45-OSR Powdermill Processing - Reclamation Plans_Powdermill_S-5027-08_U-5017-08_Pages 15-22 (1) (1).pdf

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' = 50" DATE: SEPTEMBER 2025

PLAN SHEET AREA F

WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

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

LOUISA QUADRANGLES

0 50 100

SEDIMENT DITCH 8

TO BE REMOVED

SEDIMENT DITCH 7

TO BE REMOVED NEW SEDIMENT

DITCH TO BE

CONSTRUCTED

DITCH 12

ROCK UNDER DRAIN

ROCK UNDER DRAIN

OUTLET

TWO SEDIMENT DIKES

POND 2

POND 2 OUTLET

LEGEND

PROJECT BOUNDARY

PROPERTY LINE

STREAM

EXISTING 2 FT CONTOUR

EXISTING 10 FT CONTOUR

PROPOSED 2 FT CONTOUR

PROPOSED 10 FT CONTOUR

EXISTING ROAD

PROPOSED ROAD

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

BACKFILL HIGHWALL USE

MATERIAL FROM VALLEY FILL

IN AREA E

BACKFILL HIGHWALL USE

MATERIAL FROM VALLEY FILL

IN AREA E

NOTE: COST OF SEDIMENT DIKES

TO BE INCLUDED WITH THE COST OF

CONSTRUCTING THE NEW SEDIMENT

DITCH.

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

12 12 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00

13 13

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

14 14

EXSTING

GROUND

DITCH 12 ROCK UNDER

DRAIN

PROPOSED

GROUND 2:1

EXSTING

GROUND

EXSTING

GROUND

PROPOSED

GROUND

PROPOSED

GROUND

1.8:1 1.9:1

EXISTING

ROAD

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 12, 13, & 14

WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

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

LOUISA QUADRANGLES

0 20 40

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 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00

5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60

4.1%

4.0%

4.0% 12.4%

11.8%

TWO 48" HDPE CULVERTS

EXISTING

GROUND

GROUND

EXISTING

PROPOSED

PROFILE

PROPOSED

PROFILE

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' = 30" DATE: SEPTEMBER 2025

ACCESS ROAD 1 PROFILE

WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

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

0 30 60

15+00 15+10 15+20 15+30 15+40 15+50 15+60 15+70 15+80 15+90 16+00 16+10 16+20 16+30 16+40 16+50 16+60 16+70 16+80 16+90 17+00 17+10 17+20 17+30 17+40 17+50 17+60 17+70 17+80 17+90 18+00 18+10 18+20 18+30 18+40 18+50 18+60 18+70 18+80 18+90 19+00 19+10 19+20 19+30 19+40 19+50 19+60 19+70 19+80 19+90 20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+50 21+60 21+70 21+80 21+90 22+00 22+10 22+20 22+30 22+40 22+50 22+60 22+70

2.0%

8.3% 4.4%

PROPOSED

PROFILE

EXISTING

EXISTING

GROUND

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 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50

7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00 14+10 14+20 14+30 14+40 14+50 14+60 14+70 14+80 14+90 15+00

1.0% 5.1% 1.0%

2.0%

60 LF 48" HDPE

PROPOSED

PROFILE

EXISTING

GROUND

2.0%

1.0% 20.75% 2.0%

PROPOSED

PROFILE

GROUND

1.0% 10.0%

6.5%

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' = 30" DATE: SEPTEMBER 2025

POWDERMILL BRANCH

STREAM PROFILE

WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

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

0 30 60

Comments/SpecificationsLengthBottom WidthTop WidthFinishedDitch No. (BW)(TW)Depth (D) (X:1) Side Slopes

BW

TW

TYPICAL TRAPEZOIDAL DITCH X-SECTION

D X

NOTES: 1. ALL MEASUREMENTS ARE IN FEET

3 inch - 6 inch 15% 6 inch - 12 inch 35%

12 inch - 18 inch 50%

RIPRAP GRADATION-FLUMES,DITCHES,OUTLETS

2. ALL RIP-RAP IS LIMESTONE OR SANDSTONE

NOT TO SCALE

SEDIMENT DITCH 10.018.0 2202.02.0

2 FEET

1 FEET

ORIGINAL GROUND

3-INCH TO 12-INCH SCREENED

(CLEAN) LIMESTONE RIP-RAP

KEYED IN

6-INCHES

2H : 1V 2H : 1V

SEDIMENT DITCH DIKE

TYPICAL PROFILE

NOT TO SCALE

DITCH 1

DITCH 5

DITCH 6

ROADSIDE DITCH 1

ROADSIDE DITCH 2 1

2.0

3.0

2.0

8.0

16.0

12.0

0.0

4.0

4.0

2.0

2.0

2.0

6-inches Thick Crush Run

18-inches Thick Rip-Rap

3. ALL GROUTED RIP-RAP IS LIMESTONE OR SANDSTONE

12-inches

12-inches

9-inches

3-inches

D50

9-inches

(For Flumes and Ditches)

6 inch - 12 inch 25% 12 inch - 18 inch 25% 18 inch - 24 inch 50%

RIPRAP GRADATION-GROIN DITCHES

24-inches Thick Rip-Rap

24-inches Thick Rip-Rap

18-inches Thick Rip-Rap

3-inches6-inches Thick Crush Run

SEDIMENT DITCH DIKE

TYPICAL SECTION

NOT TO SCALE

CHANNEL SIDE SLOPES 2:1

18-INCHES MIN. OF 3-INCH TO

12-INCH LIMESTONE OR

SANDSTONE RIP-RAP

NOTE: ACTUAL CHANNEL

WIDTH TO BE BASED ON SITE

SPECIFIC CHANNEL

GEOMETRY. SEE DITCH

CHART.

BW

TW

ROCK UNDER DRAIN DETAIL

RECLAIMED SEDIMENT DITCH

DITCH 7 2.0 8.0 0.0 2.0 160 9-inches18-inches Thick Rip-Rap

DITCH 8 2.0 8.0 0.0 2.0 320 9-inches18-inches Thick Rip-Rap

DITCH 9 2.0 8.0 0.0 2.0 220 9-inches18-inches Thick Rip-Rap

DITCH 10 2.0 8.0 0.0 2.0 310 9-inches18-inches Thick Rip-Rap

DITCH 11 2.0 12.0 4.0 2.0 580 12-inches24-inches Thick Rip-Rap

DITCH 12 2.0 8.0 0.0 2.0 175 9-inches18-inches Thick Rip-Rap

NOT TO SCALE

DITCH 2 2.0 8.0 0.0 2.0 130 9-inches18-inches Thick Rip-Rap

DITCH 3 2.0 8.0 0.0 2.0 80 9-inches18-inches Thick Rip-Rap

DITCH 4 2.0 8.0 0.0 2.0 360 9-inches18-inches Thick Rip-Rap

NOT TO SCALE

DEPTH

1 FT

4 FT

2 FT

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

DETAIL SHEET 1

WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

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

LOUISA QUADRANGLES

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

PROPOSED REGRADE FINAL SLOPE WILL BE BETWEEN 1% TO 2%

AutoCAD SHX Text

EXISTING SEDIMENT DITCH TO BE FILLED IN

AutoCAD SHX Text

EXISTING BENCH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

FILTER FABRIC WITH OVERLAP

AutoCAD SHX Text

ROCK UNDER DRIAN

AutoCAD SHX Text EXISTING BENCH TO BE REMOVED MATERIAL WILL BE USED TO FILL IN SEDIMENT DITCH AND GRADED TO DRAIN

AutoCAD SHX Text NOTE: LIMESTONE WILL BE USED TO CONSTRUCT ROCK UNDER DRAIN. THE LIMESTONE USED WILL HAVE A D50 OF 6 INCHES. THE ROCK UNDER DRAIN WILL HAVE CROSS SECTIONAL AREA 8 SQUARE FEET. LOCATION OF ROCK UNDER DRAINS CAN BE FOUND ON PLAN SHEETS.

2'2'ROADWAY WIDTH 10' 2'

ROADWAY WIDTH 10'

6 INCHES OF # 1

AASHTO LIMESTONE

EARTHEN BERMDITCH

1.0%

1:11:1

2:1

1.7:1 CUT

OVER 5'

0.3:1 C U

T TO

5'

2% SLOPE FROM

CROWN TO EDGES

NOTE:

1. EACH LAYER OF AGGREGATE AND FINAL SOIL GRADE

SHALL BE COMPACTED DIRECTED BY

SPECIFICATIONS.

2. REFER TO PLAN SHEETS FOR ROADWAY AND DITCH

ALIGNMENT

FLOW FLOW

2:

2:

2:

2:

M

IN

. 1 0:

S

LO

PE

M

IN

. 1 0:

S

LO

PE

CHANNEL CHANNEL

SIDE SLOPE TAPED

TO CONFORM TO

SITE CONDITONS

GROUTED RIPRAP

1.5' THICK LAYER

10' MIN.

DRIVE THROUGH WIDTH

10' MIN.

DRIVE THROUGH WIDTH

REFER TO PLAN SHEETS TABLE

FOR SIZE & TYPE OF CHANNEL

DRIVE THROUGH CHANNEL SECTION

NOT TO SCALE

ACCESS ROAD 1 TYPICAL SECTION

NOT TO SCALE

ACCESS ROAD 2 TYPICAL SECTION

NOT TO SCALE

3 INCH LAYER OF

1 12 INCH CRUSHER

RUN LIMESTONE

WOVEN GEOTEXTILE

SEPARATION FABRIC

6 INCHES OF # 1

AASHTO LIMESTONE

3 INCH LAYER OF 1 12 INCH

CRUSHER RUN LIMESTONE

WOVEN GEOTEXTILE

SEPARATION FABRIC

EXISTING

GROUND

EXISTING

GROUND

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

DETAIL SHEET 2

WAYNE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING

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

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 Protection

DATE: SEPTEMBER 2025

POWDERMILL PROCESSING

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

WAYNE COUNTY, WEST VIRGINIA

OFFICE OF SPECIAL RECLAMATION

601 57th STREET SE

CHARLESTON, WEST VIRGINIA 25304

OFFICE: 1-304-926-0499

FAX: 1-304-926-0458

AutoCAD SHX Text 4"

REVISIONS

DATE: ( ):BY:

NOT TO SCALE

PROJECT SIGN

TOTAL

SHT. NO.

DATE: SEPTEMBER 2025FAYETTE COUNTY, WEST VIRGINIA

POWDERMILL PROCESSING, INC.

PERMITS 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 WINONA QUADRANGLE TOTAL

STATE OF WEST VIRGINIA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Division of Land Restoration Office of Special Reclamation

Powdermill Processing, Inc.

Permits S-5027-08/U-5017-08

Harold 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 4'-0"

4'-0"

4'-0"

9"

1'-3"

1'-3"

4"

5"

GROUND LINE

(3) 4"X4" POSTS

# 57 AGGREGATE

(TYPICAL)

(3) 2"X4" CROSS

BRACE

CARRIAGE BOLT

CENTER LINE

CARRIAGE BOLT

CENTER LINE

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

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.SCALE: NTS

C:\Users\E082431\Desktop\LATEST AUTOCAD DRAWINGS\XREF\DEP logo.tiff

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'