ARFQ DEP26-01 OSR Royal Coal Company P-688-Drawings 05-30-25 (1).pdf

PDF 15 MB Posted Aug 11, 2025

Attached to: OSR Royal Coal Company P-688
Solicitation number: ARFQ 0313 DEP2600000001 2
Issued by: Calhoun County, West Virginia

About this file

Written by GovTribe AI · Mar 13, 2026

This is a technical drawing set prepared by the West Virginia Department of Environmental Protection (WVDEP), Office of Special Reclamation, for the Royal Coal Company Permit #P-688 project located in Fayette County, West Virginia. The project involves environmental reclamation and remediation of former coal mining infrastructure at two distinct sites (lower and upper). The scope of work includes structure demolition and encapsulation, conveyor tunnel rehabilitation with bat gate installation, pond regrading (Pond 12, Pond 13, and Sump), installation of 12-inch DR11 HDPE discharge piping with pipe anchors, sediment and erosion control measures including silt fencing and rock check dams, revegetation of approximately 6.25 acres using Type 1 materials, road maintenance, and installation of 12-foot vehicular gates. The summary of quantities indicates major line items including 1,640 linear feet of silt fence, 1,000 tons of incidental stone at the upper site, 100 tons at the lower site, site preparation with mobilization/demobilization, 300 linear feet of tunnel connection piping, 5 pipe anchors, and 2 vehicular gates. The design includes comprehensive cross-sections, profiles, and detailed specifications for drainage systems, revegetation slopes, and construction details with elevations based on the North American Vertical Datum of 1988 (NAD88).

The project is governed by NPDES permit number WV1024779 and requires compliance with West Virginia state codes and standards including ASTM specifications for concrete (4,000 PSI minimum), masonry work (Type S mortar per ASTM C-270), and structural steel (AISC specifications). Contractor responsibilities include sediment and erosion control implementation as the first order of work, utility verification through WV 811, maintenance of working drainage systems, bench mark preservation, and coordination with multiple state and federal agencies including WVDNR, WVSHPO, USFWS, USEPA, and USACE. The project engineer is Nathan L. Parks, PE (West Virginia registration number 17969), located at the WVDEP Office of Special Reclamation in Fayetteville, West Virginia. All work must be completed per technical specifications referenced throughout the drawings, with contractor responsibilities including electrical work performed by a master electrician with minimum five years' experience in water treatment facility installations. The drawing set was prepared in June 2025 and includes 14 total sheets covering general notes, site plans for existing and reclaimed conditions, structural details, erosion control specifications, and construction signage requirements.

View the file

Other files

File	Type	Posted
ARFQ DEP26-01 OSR Royal Coal Company P-688-Specifications 06-03-25 (3).pdf	PDF	Aug 11, 2025
ARFQ DEP26-01 Construction Forms (1).pdf	PDF	Aug 11, 2025
Final_ARFQ_0313_DEP2600000001_1_WV_ARFQ_FORM.PDF	PDF	Aug 11, 2025
ARFQ DEP26-01 OSR Royal Coal Company P-688-Supplemental Specifications (1).pdf	PDF	Aug 11, 2025
ARFQ DEP26-01 OSR Royal Coal Company P-688-T&C (1).pdf	PDF	Aug 11, 2025
Final_ARFQ_0313_DEP2600000001_2_WV_ARFQ_FORM.PDF	PDF	Aug 11, 2025
ADDENDUM 1 ARFQ DEP26-01.pdf	PDF	Aug 11, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CLAREMONT

OFFICE OF SPECIAL RECLAMATION

DIVISION OF LAND RESTORATION

west virginia department of environmental protection

HAROLD D. WARD, CABINET SECRETARY

HANCOCK

BROOKE

OHIO

MARSHALL

PRESTON

MORGAN

MONONGALIA

WETZEL

MINERAL

BERKELEY

MARION

TYLER

HAMPSHIRE

JEFFERSONPLEASANTS

HARRISON

TAYLOR

DODDRIDGE

WOOD

RITCHIE

GRANT

BARBOUR TUCKER

HARDY

WIRT

LEWIS

RANDOLPH

UPSHUR

GILMER

JACKSON CALHOUN

MASON

PENDLETON

ROANE

BRAXTON

POCAHONTAS

WEBSTER

PUTNAM

CLAY

KANAWHA

CABELL

NICHOLAS

WAYNE

LINCOLN

GREENBRIER

FAYETTE

BOONE

LOGAN

MINGO

SUMMERS

WYOMING

MONROE

MERCER

McDOWELL

FAYETTE COUNTY, WEST VIRGINIA

DESCRIPTION

TITLE SHEET

SHEET NO.

DRAWING INDEX

PROJECT

AREAS

PROJECT

AREA

PERMIT: P-688

ROYAL COAL COMPANY

RALEIGH

GENERAL NOTES

NPDES No. WV1024779

3SUMMARY OF QUANTITIES

4LOWER SITE PLAN - EXISTING

SEDIMENT AND EROSION CONTROL

CONSTRUCTION SIGN DETAILS

STATE OF

NOS I

RP O W

TSE

E NLA

REENI NGRV I

G I

17969

REG I STEREDNATHAN L . PARKS

PROJECT

AREAS

LOWER SITE PLAN - DEMOLITION & BURIAL

LOWER CONVEYOR TUNNEL

UPPER SITE PLAN - EXISTING

UPPER SITE PLAN - RECLAMATION

UPPER SITE PLAN - PROFILES & SECTIONS - Sheet 1 of 2

UPPER SITE PLAN - PROFILES & SECTIONS - Sheet 2 of 2

MISCELLANEOUS DETAILS - Sheet 1 of 2

MISCELLANEOUS DETAILS - Sheet 2 of 2

06-02-2025

AutoCAD SHX Text

CONVEYOR

AutoCAD SHX Text Tank

AutoCAD SHX Text Substation

AutoCAD SHX Text Mine

AutoCAD SHX Text Strip

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text

INDEFINITE

AutoCAD SHX Text

3 TRACKS

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text

BM 1104

AutoCAD SHX Text

JEEP

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

JEEP

AutoCAD SHX Text

AutoCAD SHX Text Cr

AutoCAD SHX Text Stony

AutoCAD SHX Text Little

AutoCAD SHX Text Big

AutoCAD SHX Text Cr

AutoCAD SHX Text Stony

AutoCAD SHX Text Claremont

AutoCAD SHX Text Stone Cliff

AutoCAD SHX Text Mine

AutoCAD SHX Text Strip

AutoCAD SHX Text Mines

AutoCAD SHX Text Strip

AutoCAD SHX Text Mine

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

WEST VIRGINIA COUNTY HIGHWAY MAP

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

THURMOND USGS 7.5' QUADRANGLE

AutoCAD SHX Text

FAYETTE COUNTY

AutoCAD SHX Text

SCALE: 1"=1 MILE

AutoCAD SHX Text

SCALE: 1"=2000'

AutoCAD SHX Text

ENGINEER

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

AutoCAD SHX Text

DATE

SEDIMENT AND EROSION CONTROL

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

CONTROL STRUCTURES TO ESTABLISH EROSION CONTROL AT THE EARLIEST POSSIBLE

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

ORDER TO ACCOMPLISH THESE OPERATIONS.

WVDEP SHALL CONDUCT PERIODIC INSPECTION OF SEDIMENT AND EROSION CONTROL

MEASURES TO INSURE PROPER OPERATION AND COMPLIANCE.

IN THE EVENT THAT THE TEMPORARY EROSION AND POLLUTION CONTROL MEASURES

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

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

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

THE CONTRACTOR'S EXPENSE.

WASTE AND BORROW SITES

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

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

REQUIRED, THE CONTRACTOR SHALL CONTACT THE PROJECT CONTACT.

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

WETLANDS, OR HIGHLY SENSITIVE CULTURAL RESOURCES.

EXISTING PIPE REMOVAL

ANY EXISTING PIPES THAT ARE REMOVED DURING CONSTRUCTION SHALL BECOME

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

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

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

SUITABLE MATERIAL.

CONSTRUCTION ENTRANCE AND ROADS

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

THE PROJECT PLANS.

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

AND DUST FREE CONDITION.

AGGREGATE BASE COURSE SHALL BE APPLIED IMMEDIATELY FOLLOWING ROUGH

GRADING PER PROJECT PLAN DETAILS.

ELECTRICAL

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

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

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

DIRECT SUPERVISION OF A MASTER ELECTRICIAN.

THE GENERAL CONTRACTOR OR AN ELECTRICAL SUBCONTRACTOR SHALL BE

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

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

YEARS OF EXPERIENCE IN THE INSTALLATION OF ELECTRICAL SYSTEMS FOR WATER

TREATMENT FACILITIES. THE COMPANY MAY EMPLOY WEST VIRGINIA LICENSED

JOURNEYMAN ELECTRICIANS WORKING UNDER THE SUPERVISION OF THE MASTER

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

BE PERMITTED.

UTILITIES

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

FIELD INFORMATION. THE CONTRACTOR IS RESPONSIBLE TO ASCERTAIN THE STATUS

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

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

PRECAUTION REQUIRED TO CONFIRM LOCATION. THE CONTRACTOR WILL BE

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

ACTIVE AND ARE TO REMAIN IN OPERATION.

PROJECT CONTACT

NATHAN L. PARKS, PE

SOUTHERN REGION SENIOR ENGINEER

WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

OFFICE OF SPECIAL RECLAMATION

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WEST VIRGINIA 25840

DRAINAGE

THE CONTRACTOR SHALL MAINTAIN WORKING STORM DRAINAGE SYSTEMS THROUGH THE WORK

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

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

THEREOF.

BENCH MARKS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING BENCH MARK LOCATIONS THROUGHOUT

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

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

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

VERIFICATION OF DIMENSIONS

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

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

ITEMS IN THIS CONTRACT.

NOTICE TO CONTRACTORS

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

OCCASION TO OBSERVE, INSPECT AND MONITOR THE CONSTRUCTION ACTIVITIES:

WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION, (WVDEP)

WEST VIRGINIA DIVISION OF NATURAL RESOURCES, (WVDNR)

WEST VIRGINIA STATE HISTORIC PRESERVATION OFFICE, (WVSHPO)

UNITED STATES FISH AND WILDLIFE SERVICES, (USFWS)

UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, (USEPA)

UNITED STATES ARMY CORPS OF ENGINEERS, (USACE)

UNITED STATES NATURAL RESOURCES CONSERVATION SERVICE,(USNRCS)

ADVISORY COUNCIL OF HISTORIC PRESERVATION, (ACHP)

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

OFFICE OF SURFACE MINING (OSM)

UNITED STATES DEPARTMENT OF INTERIOR, NATIONAL PARKS SERVICE (US DOI, NPS)

SHOP DRAWINGS

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

GEOTECHNICAL REPORT

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

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

CONTACT.

ELEVATIONS

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

COORDINATES

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

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

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

MEASUREMENTS.

CROSS-SECTION VIEWS

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

VIEWING DIRECTION

FOUNDATIONS

1. THE CONTRACTOR SHALL REVIEW THE SUBSURFACE INVESTIGATION

REPORT, IF AVAILABLE, BEFORE THE START OF CONSTRUCTION.

2. THE CONTRACTOR SHALL NOT PLACE ANY FOUNDATION UNTIL THE

SUBGRADE HAS BEEN ACCEPTED BY THE PROJECT CONTACT.

BLOCK CONSTRUCTION

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

"NATIONAL CONCRETE MASONRY ASSOCIATION."

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

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

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

MINIMUM COMPRESSIVE STRENGTH OF ONE THOUSAND EIGHT HUNDERED

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

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

TWENTY-EIGHT (28) DAYS.

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

MINMUM STRENGTH SIXTY THOUSAND (60,000) PSI.

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

REINFORCING STEEL, SUB 3)

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

REVIEWED AND APPROVED BY THE PROJECT CONTACT DURING

CONSTRUCTION.

STRUCTURAL STEEL

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

DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS", LATEST EDITION.

2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST EDITION OF

AMERICAN WELDING SOCIETY, AWS D1.1.

3. ALL EXTERIOR STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE

WITH TECHNICAL SPECIFICATION SECTION 13-15 PAINTING METAL

STRUCTURES.

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT

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

NOTED.

2. ALL CONCRETE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH

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

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

CONTRACTOR SHALL REVIEW THE PROJECT PLANS OF THE VARIOUS TRADES

AND COORDINATE PLACEMENT OF EMBEDDED ITEMS.

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

OR ADDITIONS SHALL BE SUBMITTED TO THE PROJECT CONTACT BEFORE

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

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

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

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

THE OUTSIDE SURFACE. TIES FOR WALLS SUBJECT TO HYDROSTATIC

PRESSURE SHALL HAVE WATERSTOPS.

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

FINISH FOR INTERIOR SLABS UNLESS NOTED OTHERWISE.

REINFORCING STEEL

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

THOUSAND (60,000) PSI.

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

OR AS SHOWN ON THE PROJECT PLANS.

3. MINIMUM BAR LAPS

TOP OTHER

#9 BAR 90 INCHES 65 INCHES

#8 BAR 71 INCHES 51 INCHES

#7 BAR 54 INCHES 39 INCHES

#6 BAR 43 INCHES 31 INCHES

#5 BAR 36 INCHES 26 INCHES

#4 BAR 28 INCHES 20 INCHES

4. MINIMUM CLEARANCE

a. CAST AGAINST EARTH - 3"

b. #6 BARS AND LARGER - 2"

c. #5 BARS AND SMALLER - 2"

STRUCTURAL LINTELS

UNLESS SHOWN OTHERWISE, PROVIDE THE FOLLOWING LINTEL ANGLES:

MASONRY OPENING ANGLE & SIZE BEARING

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

16 6"

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

16 LLV 6"

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

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

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

1. ALL LINTELS SHALL BE GALVANIZED.

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

BEARING END.

GENERAL NOTES STRUCTURAL NOTES

REVISIONS

DATE: ( ):BY: GENERAL NOTES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: JUNE 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4480

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

SUMMARY OF QUANTITIES QUANTITY UNITS

1 LS

CONSTRUCTION LAYOUT 1 LS

QUALITY CONTROL 1 LS

SILT FENCE 1640 LF

300 LF

1 LS

INCIDENTAL STONE UPPER SITE 1000 TN

UTILITIES DIRECT BILL TO WVDEP

SITE PREPARATION 1 LS

MOBILIZATION & DEMOBILIZATION

TECHNICAL SPECIFICATION(S)

1-1 3-1 4-1 5-1 6-2 6-1 6-5, 7-1, 7-4, 10-15 10-15

9-1, 10-13, 10-14 6-3, 6-5, 7-1 5-1, 5-14, 6-1, 6-5

5-6, 9-1

7-1, 7-3

TYPE 1 REVEGETATION 6.25 AC

12-INCH DR11 HDPE DISCHARGE PIPE 1 LS

TUNNEL CONNECTION PIPING 1 LS

BAT GATE 1 LS

STRUCTURE DEMOLITION AND ENCAPSULATION

CONVEYOR TUNNEL VENT PIPE 1

POND 12 REGRADE CHANNEL

12-FOOT VEHICULAR GATE 2 EA

5-5 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.

5-2 ROAD MAINTENANCE 1 LS

9-1 PIPE ANCHOR 5 EA

6-5 POND 12 REGRADE 1 LS

6-5 POND 13 REGRADE 1 LS

6-5 SUMP REGRADE 1 LS

INCIDENTAL STONE LOWER SITE 100 TN 7-1, 7-3

5-15

REVISIONS

DATE: ( ):BY: SUMMARY OF QUANTITIES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: JUNE 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4480

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental ProtectionSTANDARD

DETAILS

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

Approximate Area of Old Prep Plant

Debris Field

Existing Sludge Thickener/Clarifier

Existing Silos

Rail Loading/Unloading Facilities

Pipe to be Buried under Access Road

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

NOTE

Property Lines were "Best Fit" from Tax Maps and adjusted per field reconnaissance.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

LOWER SITE PLAN - EXISTING

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

SCALE: 1:40

AutoCAD SHX Text

DATE: JUNE 2025

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

RLP

AutoCAD SHX Text

RLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

120'

Approximate Area of Old Prep Plant

Debris Field

Existing Sludge Thickener/Clarifier

Approximate Area of Demolition Encapsulation

Existing Silos

Rail Loading/Unloading Facilities

Pipe to be Buried under Access Road

12-Foot Vehicular Gate

Silt Fence

LEGEND

Existing Prep Plant Debris

Existing Structures

Approximate Encapsulation Area

Approximate Location of Test Pits

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

NOTE:

All concrete structures and old prep plant debris are to be demolished and broken down to a size not to exceed 4-foot in any direction. All reinforcing steel shall be cut off even with the concrete. All rubble shall be buried in the areas shown and/or within the footprint of the structure and covered with a minimum 12-inches of soil. The entire disturbed area shall be revegetated as per the specifications. Foundations for the existing concrete structures that are below the current existing grade (adjacent ground level) will not be removed nor demolished. These below existing grade portions of the structures shall be left in place as they minimize potential instability of the surrounding area(s).

Structures with earthen material inside shall be excavated to provide cover material prior to placing concrete rubble.

Test Pits showed a layer of +/-1 1/2 -inch crusher run in the rail loading/unloading structures. This material may be utilized by the Contractor to provide road stabilization as needed, so long as deleterious and all metal material is removed.

Downed Timber - All woody material eight (8) inches in diameter and larger shall be stacked adjacent to areas of excavation, situated along the slope if appropriate and placed in piles no larger than four feet high by four feet wide. All woody material smaller than eight (8) inches in diameter shall be chipped and evenly dispersed within the wooded areas adjacent to the limits of disturbance and within the permit area or removed and properly disposed of offsite. No burning is allowed on the site.

NOTE

Property Lines were "Best Fit" from Tax Maps and adjusted per field reconnaissance.

AutoCAD SHX Text

DEP#4

AutoCAD SHX Text

DEP#3

AutoCAD SHX Text

DEP#1

AutoCAD SHX Text

DEP#2

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

LOWER SITE PLAN - DEMOLITION & BURIAL

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

SCALE: 1:40

AutoCAD SHX Text

DATE: JUNE 2025

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

RLP

AutoCAD SHX Text

RLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

DEP#X

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

Existing Sludge Thickener/Clarifier

Approximate Area of Demolition Encapsulation

Existing Silos

Rail Loading/Unloading Facilities

Lower Conveyor Tunnel Portal

12-Inch DR11 HDPE Pipe

Rip-Rap Splash Pad

Pipe to be Buried under Access Road

Silt Fence

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

NOTE:

The Lower Conveyor Tunnel Portal shall have all existing steel structure necessary removed to allow installation of the Bat Gate and Drainage Pipe.

The 12-Inch DR11 HDPE Pipe shall be connected to the conveyor tunnel per the detail and pipe run downhill and under the current access road, discharging onto a splash pad.

NOTE

Property Lines were "Best Fit" from Tax Maps and adjusted per field reconnaissance.

AutoCAD SHX Text

DEP#4

AutoCAD SHX Text

DEP#3

AutoCAD SHX Text

DEP#1

AutoCAD SHX Text

DEP#2

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

LOWER CONVEYOR TUNNEL

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

SCALE: 1:40

AutoCAD SHX Text

DATE: JUNE 2025

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

RLP

AutoCAD SHX Text

RLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

Pond 12

Pond 13

Concrete Conveyor Structure

Sump

Upper Conveyor Tunnel Portal

Silt Fence

Refuse Area

DISTRICT: 2

MAP: 48

PARCEL: 5

OWNER: USA

CARE OF: NATIONAL PARK SERVICE

DISTRICT: 2

MAP: 40

PARCEL: 11

OWNER: STATE OF WV DEPT OF

COMM DIV OF NAT RES

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

NOTE

Property Lines were "Best Fit" from Tax Maps and adjusted per field reconnaissance.

AutoCAD SHX Text

AutoCAD SHX Text Sump

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

UPPER SITE PLAN - EXISTING

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

SCALE: 1:100

AutoCAD SHX Text

DATE: JUNE 2025

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

RLP

AutoCAD SHX Text

RLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

300'

Pond 12

Pond 13

Concrete Conveyor Structure

C C'

B B'

A' B C

B' C'

Sump

Upper Conveyor Tunnel Portal

Silt Fence

Log Barricade

Refuse Area

DISTRICT: 2

MAP: 48

PARCEL: 5

OWNER: USA

CARE OF: NATIONAL PARK SERVICE

DISTRICT: 2

MAP: 40

PARCEL: 11

OWNER: STATE OF WV DEPT OF

COMM DIV OF NAT RES

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

NOTES:

Pond 12 - Shall have the embankment and any piping removed. The embankment spoil will be utilized to regrade the pond to drain to Channel and have Channel installed as shown.

Pond 13 - Shall have the embankment and any piping removed. The embankment spoil will be utilized to fill the pond and provide positive drainage as shown.

Sump - Shall have the embankment and any piping removed. The embankment spoil will be utilized to fill the sump and provide positive drainage toward the rock face as shown.

LEGEND

Existing Structures

Approximate Refuse to be Revegetated

Log Barricade - Minimum of Three (3) Logs each

NOTE

Property Lines were "Best Fit" from Tax Maps and adjusted per field reconnaissance.

AutoCAD SHX Text

AutoCAD SHX Text Sump

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

UPPER SITE PLAN - RECLAMATION

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

SCALE: 1:100

AutoCAD SHX Text

DATE: JUNE 2025

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

RLP

AutoCAD SHX Text

RLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

300'

POND 12

PROFILE A-A'

POND 12

PROFILE B-B'

POND 12

PROFILE C-C' LEGEND

Existing Ground Final Grade

Pond 12

C C'

Sloped 5% toward channel from both sides.

Outside Edges are sloped 2:1 down to 5% surface.

Silt Fence

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+70

AutoCAD SHX Text 0+80

AutoCAD SHX Text 0+90

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+10

AutoCAD SHX Text 1+20

AutoCAD SHX Text 1+30

AutoCAD SHX Text 1+40

AutoCAD SHX Text 1+50

AutoCAD SHX Text 1+60

AutoCAD SHX Text 1+70

AutoCAD SHX Text 1+80

AutoCAD SHX Text 1+90

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+10

AutoCAD SHX Text 2+20

AutoCAD SHX Text 2+30

AutoCAD SHX Text 2+40

AutoCAD SHX Text 2+50

AutoCAD SHX Text 2+60

AutoCAD SHX Text 2+70

AutoCAD SHX Text 2+80

AutoCAD SHX Text 2+90

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+10

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+70

AutoCAD SHX Text 0+80

AutoCAD SHX Text 0+90

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+10

AutoCAD SHX Text 1+20

AutoCAD SHX Text 1+30

AutoCAD SHX Text 1+40

AutoCAD SHX Text 1+50

AutoCAD SHX Text 1+60

AutoCAD SHX Text 1+70

AutoCAD SHX Text 1+80

AutoCAD SHX Text 1+90

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+10

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+70

AutoCAD SHX Text 0+80

AutoCAD SHX Text 0+90

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+10

AutoCAD SHX Text 1+20

AutoCAD SHX Text 1+30

AutoCAD SHX Text 1+40

AutoCAD SHX Text 1+50

AutoCAD SHX Text 1+60

AutoCAD SHX Text 1+70

AutoCAD SHX Text 1+80

AutoCAD SHX Text 1+90

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+10

AutoCAD SHX Text 2+20

AutoCAD SHX Text 2+30

AutoCAD SHX Text

AutoCAD SHX Text 7.00%

AutoCAD SHX Text 30.78%

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

AutoCAD SHX Text UPPER SITE PLAN - PROFILES & SECTIONS Sheet 1 of 2

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text SCALE: As Shown

AutoCAD SHX Text

DATE: JUNE 2025

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

RLP

AutoCAD SHX Text

RLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

NLP

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

SUMP

PROFILE A-A'

SUMP

PROFILE B-B'

SUMP

PROFILE C-C'

LEGEND

Existing Ground Final Grade

A' B C

B' C'

POND 13

PROFILE A-A'

POND 13

PROFILE B-B'

LEGEND

Existing Ground Final Grade

Reclaimed area sloped 3% to the East going toward the "Grass-Lined Swale" area.

Outside Edges are sloped 2:1 down to 3% surface.

"Grass-Lined Swale" is sloped

2%.NOTE:

Do not disturb within 5 feet of tree line.

B B'

Silt Fence

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

AutoCAD SHX Text -0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+70

AutoCAD SHX Text 0+80

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+70

AutoCAD SHX Text 0+80

AutoCAD SHX Text

AutoCAD SHX Text 2.00%

AutoCAD SHX Text

AutoCAD SHX Text -0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+70

AutoCAD SHX Text 0+80

AutoCAD SHX Text 0+90

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+10

AutoCAD SHX Text 1+20

AutoCAD SHX Text 1+30

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+70

AutoCAD SHX Text 0+80

AutoCAD SHX Text 0+90

AutoCAD SHX Text 1+00

AutoCAD SHX Text

AutoCAD SHX Text 2.00%

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

AutoCAD SHX Text UPPER SITE PLAN - PROFILES & SECTIONS Sheet 2 of 2

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHT. NO.

AutoCAD SHX Text

OFFICE OF SPECIAL RECLAMATION

AutoCAD SHX Text

SCALE: 1:20

AutoCAD SHX Text

DATE: JUNE 2025

AutoCAD SHX Text

1159 NICK RAHALL GREENWAY

AutoCAD SHX Text

FAYETTEVILLE, WV 25840

AutoCAD SHX Text

OFFICE: 1-304-574-4465

AutoCAD SHX Text

FAX: 1-304-574-4480

AutoCAD SHX Text

RLP

AutoCAD SHX Text

RLP

AutoCAD SHX Text

NLP

6-Inch Schedule 40 PVC Pipe

8-Inch Schedule 40 Steel Casing Pipe Minimum Wall Thickness = 0.322 inches

Extend pipe into tunnel a minimum of 10 feet

6-Inch Schedule 40 PVC 90 Degree Bends

6-Inch Schedule 40 PVC Appropriate Fitting(s) to Align the Pipe with the Tunnel

Seal Annular Space Between Pipes With Bitumastic

Select Backfill and/or Cast-In-Place Concrete to Protect the PVC Pipe and Support the

Steel Casing while the Void is filled in.

Demolished Concrete and Soil

+/-9.00'

+/-7.00'

12-Inches of Soil, Graded to Drain

Conveyor Tunnel Vent Pipe Not To Scale

NOTE: The fill material and/or soil shall be a minimum of 12-Inches higher than areas outside of the void to assure positive drainage in the event of differential settlement.

Existing Native Soil

REGRADED GROUND

RIP-RAP

D50 = 9 INCH

1 FT.

1.55 FT.

5.00 FT.

11.20 FT.

Pond 12 Regrade Channel Not To Scale

+/-6.00'

+/-5.00'

Rip-Rap Splash Pad Not To Scale

Plan View Section View

RIP-RAP

D50 = 18 INCH

24 Inches Thick

RIP-RAP

D50 = 18 INCH

24 Inches Thick

12-Inch DR11 HDPE Discharge

NOTE: The Splash Pad is incidental to the 12-Inch DR11 HDPE Discharge Pipe

2 - #3 Rebar

+/- 6"

Pipe Anchor Detail Not To Scale

NOTE: Use Three - 50 Pound Bags of Quikrete Q-MAX PRO Concrete Mix per Anchor. Pipe Anchors are to be spaced no more than 100 feet center-to-center.

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4480

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental Protection

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

MISCELLANEOUS DETAILS

Sheet 1 of 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: JUNE 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4480

RLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

Existing 8-Foot CMP Tunnel

12-Inch DR11 HDPE Flange Adapter and Necessary Hardware

12-Inch DR11 HDPE Necessary Bend(s) to Match Existing Contours

12-Inch DR11 HDPE Sized to Fit

12-Inch DR11 HDPE To Discharge Point

Tunnel Discharge Piping Not To Scale

Cut a hole in the 8-Foot CMP the same diameter as the 12-Inch HDPE Flange ID

Drill 1-Inch Diameter Holes in the 8-Foot CMP for the

Twelve (12) Bolts

Discharge Piping Tu nn el

C on ne ct io n

Pi pi ng

12-Inch DR11 HDPE Flange Adapter

12-Inch Ductile Iron Backup Rings

- Epoxy Coated

Bitumastic to Completely Fill Void/Provide Seal between Assembly and 8-Foot CMP

7/8-Inch SS Bolts, Nuts & Washers

- 12 Count

Tunnel Piping Connection Detail

Not To Scale

5.75" SOLID PLATE ON BOTTOM

NOTE:

HORIZONTAL BAR SPACINGS ARE NOT TO BE ALTERED. AN ADDITIONAL

HORIZONTAL "FLAT" BAR MAY BE REQUIRED TO MAINTAIN SPACINGS

THROUGHOUT ENTIRE HEIGHT OF CULVERT. THESE MODIFICATIONS ARE

TO BE APPROVED BY THE ENGINEER PRIOR TO BEING PERFORMED.

A 5.75" SOLID PLATE MUST BE INSTALLED ON THE BOTTOM TO DIRECT FLOW

INTO THE TUNNEL DISCHARGE PIPE. SHOP DRAWINGS SHALL BE

SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OF THE GATE.

BAT GATE DETAIL

Not To Scale

12' Vehicular Gate

3' -0

" M in

TYPICAL VEHICULAR GATE

Gate Posts 6" Min. Dia.

8' Min. Length

Gate Posts Shall Be Embedded in Concrete

Not To Scale

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4480

Division of Land Restoration

Office of Special Reclamation

West Virginia Department of Environmental Protection

REVISIONS

DATE: ( ):BY:

APPROVED BY:

CHECKED BY:

DRAWN BY:

MISCELLANEOUS DETAILS

Sheet 2 of 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS DATE: JUNE 2025

1159 NICK RAHALL GREENWAY

FAYETTEVILLE, WV 25840

OFFICE: 1-304-574-4465

FAX: 1-304-574-4480

RLP

NLP

Division of Land Restoration Office of Special Reclamation

West Virginia Department of Environmental Protection

ROYAL COAL COMPANY

PERMIT # P-688

FAYETTE COUNTY, WEST VIRGINIA

A095238 Line

A095238 Rectangle

A095238 Text Box

AFTER INSTALLATION, DEFORM THREADS TO DETER NUT REMOVAL

A095238 Rectangle

OUTLET CROSS-SECTIONUP-SLOPE FACE

R3-ROCK

AASHTO #57

6" MIN.

1 MIN.

FILTER FABRIC OR

STRAW BALES

WOOD POSTS

1 MIN.

HEIGHT OF ROCK FILTER = 5/6

HEIGHT OF FILTER FABRIC FENCE

OR STRAW BALES

3' MIN.

AASHTO #57

1' 1'

ROCK FILTER OUTLETS

NTS

" M

4" MIN

FLOW

EMBED FILTER FABRIC

MIN. 6" INTO GROUND

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

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

SILT FENCE DETAIL

NTS

CONSTRUCTION DETAIL

INSTALLATION DETAIL

NOTE:

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

ACCORDANCE WITH THE DRAWING DETAILS SHOWN:

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

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

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

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

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

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

FOR MORE THEN TWENTY-FIVE (25) FEET.

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

GROUND SURFACE AT THE SPECIFIED INTERVALS.

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

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

FOLDED, AND STAPLED TO PREVENT SEDIMENT BYPASS.

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

SURROUNDING SOILS.

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

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

OVERLAPPED BY SIX INCHES AND FOLDED.

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

AFTER RAINS.

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

(3) FEET LONG.

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

EQUAL.

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

DETAILS.

% SLOPE

FLOW

RUN

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.

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

WHERE,

L= SPACING IN FEET

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

3" MIN.

ROCK CHECK DAM

NTS

2"-5"

12"

2.4.

3B.

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.

B C

** IN LOOSE SOIL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 11, 2026.