ARFQ DEP25-30 Plans (1).pdf

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

DESCRIPTION

TITLE SHEET

SHEET NO.

DRAWING INDEX

PROJECT

AREA

SUMMARY OF QUANTITIES

GENERAL NOTES

NICHOLAS

PROJECT

AREA

PROJECT

AREA

PROJECT SIGN

SEDIMENT CONTROL DETAILS

GENERAL PROJECT AREA PERMIT S-3083-86

POND #2 CROSS SECTIONS PERMIT S-3006-89

8POND #3 PERMIT S-3006-89 PLAN & PROFILE

10POND #16 SEDIMENT DITCHES A & B REGRADE PLAN PERMIT S-3006-89

12POND #2 PERMIT S-3083-86 PLAN & PROFILE

14POND #3 PERMIT S-3083-86 PLAN & PROFILE

4GENERAL PROJECT AREA PERMIT S-3006-89

6POND #2 PERMIT S-3006-89 PLAN & PROFILE

9POND #3 CROSS SECTIONS PERMIT S-3006-89

11POND #16 SEDIMENT DITCHES A & B CROSS SECTIONS PERMIT S-3006-89

13POND #2 CROSS SECTIONS PERMIT S-3083-86

15POND #3 CROSS SECTIONS PERMIT S-3083-86

TECHNICAL

SPECIFICATION

ITEM

NO.

DESCRIPTION QUANTITY UNIT

1-1

2-1

3-1

4-1

5-1

5-2

5-5

6-2

7-1, 7-2, 7-3

6-1

6-5, 7-1, 7-2

6-5, 7-1, 7-2

6-5

6-5, 7-1, 7-2

6-5, 7-1, 7-2

Mobilization & Demobilization (Shall not exceed 5% of TOTAL) Permit S-3006-89

Administration (Shall not exceed 3% of TOTAL) Permit S-3006-89

Construction Layout (Shall not exceed 3% of TOTAL) Permit S-3006-89

Quality Control (Shall not exceed 2% of TOTAL) Permit S-3006-89

Site Preparation (Shall not exceed 2% of TOTAL) Permit S-3006-89

Road Maintenance (Shall not exceed 4% of TOTAL) Permit S-3006-89

Utilities

Permit S-3006-89 Sediment Control Silt Fence

Permit S-3006-89 Incidental Stone

Permit S-3006-89 Revegetation - Type I

Permit S-3006-89 Pond 2 Removal and Channel Construction

Permit S-3006-89 Pond 3 Removal and Channel Construction

Permit S-3006-89 Pond 16 / Sediment Ditch A & B Removal

Permit S-3083-86 Pond 2 Removal and Channel Construction

Permit S-3083-86 Pond 3 Removal and Channel Construction

1 LS

1 LS

1 LS

1 LS

1 LS

1 LS

NO BID

2175 LF

600 TN

4.0 AC

LF

LF

LS

LF

LF

Permit S-3006-89 Sediment Control Hay Bale Dike

6-2

300 LF

6-1

Permit S-3083-86 Revegetation - Type I 1.5 AC

7-1, 7-2, 7-3 Permit S-3083-86 Incidental Stone 400 TN

6-2

6-2 Permit S-3083-86 Sediment Control Hay Bale Dike 200 LF

Permit S-3083-86 Sediment Control Silt Fence 225 LF

REVISIONS

DATE: ( ):BY:

NOT TO SCALE

SUMMARY of QUANTITIES

TOTAL

SHT. NO.

DATE: SEPTEMBER 2024NICHOLAS COUNTY, WEST VIRGINIA

LODESTAR ENERGY INC

PERMIT S-3006-89/S-3083-86

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 WIDEN 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.

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'

L

L= (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"

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 "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 TANK

COMPACTED

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

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

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 2024

LODESTAR ENERGY INC

PERMIT # S-3006-89/S-3083-86

NICHOLAS 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

REVISIONS

DATE:

BY:

NOT TO SCALE

PROJECT SIGN

TOTAL

SHT. NO.

DATE: SEPTEMBER 2024

NICHOLAS COUNTY, WEST VIRGINIA

LODESTAR ENERGY, INC.

PERMITS S-3006-89/S-3083-86

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

WIDEN QUADRANGLE

TOTAL

STATE OF WEST VIRGINIA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Division of Land Restoration

Office of Special Reclamation

Lodestar Energy, Inc.

Permits S-3006-89/S-3083-86

Harold Ward

Cabinet Secretary

Robert Rice

Director

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"

5 8

7 8

3 4

3 4

" 1'-5

" 6'-5

1 4

3 4

3 4

1 4

1 2

1 4

1 4

1 2

6'-1

1 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

3 4

3 4

1 8

3 4

7 8

3 4

7 8

1 4

1 2

1 4

7 8

3 4

1 2

1 2

8'