COMBINED DLM PLANT HOLLOW TREATMENT FACILITY PROJECT PLANS PART 1 OF 2 (1).pdf

PDF 42 MB Posted Jun 2, 2021

Attached to: ADDENDUM #1COAL COMPANY 138-74, 135-78, 58-77, 23-76 PLANT
Solicitation number: ARFQ 0313 DEP2100000055 2
Issued by: Taylor County, West Virginia

About this file

Written by GovTribe AI · Mar 12, 2026

Combined DLM Plant Hollow Treatment Facility Project Plans Summary

This document comprises the project plans for the Plant Hollow Treatment Facility, a state and local infrastructure project under the jurisdiction of the West Virginia Department of Environmental Protection (WVDEP), Division of Land Restoration, Office of Special Reclamation. The project involves the construction and rehabilitation of an acid mine drainage (AMD) treatment facility located in Upshur County, West Virginia, on property associated with DLM Coal Company permits 138-74, 135-78, 58-77, and 23-76. The scope of work includes sediment and erosion control measures, treatment facility construction, pump station installations, pipeline systems, sludge cell development, electrical infrastructure, and site rehabilitation across multiple locations including Plant Hollow, Panther Fork, Cutright, Alton, and various haulroads and ponds. The summary of quantities identifies major components such as 920 linear feet of silt fence, 15 acres of revegetation, one control and pump building, limestone and stone materials totaling 4,500 tons, one clarifier system, one rapid mix tank, three lift station systems, extensive HDPE and PVC piping networks ranging from 2 to 24 inches in diameter, new sludge cells, and ancillary infrastructure including chain link and farm fencing, caustic tanks, and electrical conduit systems. The project plans dated February 2021 provide comprehensive technical specifications, construction details, site profiles, demolition requirements, and installation standards organized across multiple detailed sheets.

The project documents establish detailed technical requirements for construction materials and methods, including specifications for concrete strength (4,000 PSI minimum), reinforcing steel (Grade 60, 60,000 PSI minimum), structural steel conforming to AISC standards, and electrical work performed by licensed West Virginia contractors with minimum five years of experience in water treatment facility installations. All electrical work must comply with the National Electrical Code and be supervised by a Master Electrician. The specifications require coordination among multiple state and federal agencies that may observe construction activities, including the WVDNR, WVSHPO, USFWS, USEPA, USACE, and OSM. The contractor assumes responsibility for site preparation, utility location coordination through WV 811, bench mark maintenance, dimensional verification, and compliance with all local, state, and federal building codes and safety regulations. Sludge removal from existing ponds and cells is included as part of the work, with the contractor required to dewater facilities as construction progresses. The treatment facility will be equipped with comprehensive monitoring and control systems, including pH probes, flow meters, automated lime dosing, lift station level controls, and an emergency diesel generator system (450 KW for the treatment plant; 100 KW for Panther Lift Station), with specific programming requirements for automated operation and manual override capabilities.

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Other files

File	Type	Posted
DLM COAL COMPANY 138-74, 135-78, 58-77, 23-76 PLANT HOLLOW TREATMENT FACILITY Specifications (2).pdf	PDF	Jun 2, 2021
ARFQ DEP21-55 Drug-Free Affidavit.pdf	PDF	Jun 2, 2021
COMBINED DLM PLANT HOLLOW TREATMENT FACILITY PROJECT PLANS PART 2 OF 2 (1).pdf	PDF	Jun 2, 2021
DEP Construction Reclamation Standard Terms and Conditions 9.21.2020 (5).pdf	PDF	Jun 2, 2021
ADDENDUM #1 ARFQ DEP2100000055.pdf	PDF	Jun 2, 2021
ARFQ DEP21-55 DEP Construction Bid Submission Review Form 8.11.17.pdf	PDF	Jun 2, 2021
Final_ARFQ_0313_DEP2100000055_1_WV_ARFQ_FORM.PDF	PDF	Jun 2, 2021
ARFQ DEP21-55 DEP PROCUREMENT AFFIDAVIT.pdf	PDF	Jun 2, 2021
ARFQ DEP21-55 BID BOND FORM WITH INSTRUCTIONS-1.pdf	PDF	Jun 2, 2021
ARFQ DEP21-55 DEP Instructions to Bidders 8.11.17.pdf	PDF	Jun 2, 2021
Final_ARFQ_0313_DEP2100000055_2_WV_ARFQ_FORM.PDF	PDF	Jun 2, 2021

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PROJECT AREA

TAX MAP

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

SUMMARY OF QUANTITIES QUANTITY UNITS

SILT FENCE 920 LF

TYPE I REVEGETATION 15 AC

CONTROL AND PUMP BUILDING 1 LS

ACCESS ROAD REHABILITATION 1000 TN

NEW ROAD CONSTRUCTION BASE LAYER 270 LF

NEW ROAD CONSTRUCTION FINAL LAYER 270 LF

ROAD MAINTENANCE 1 LS

LIMESTONE INCIDENTAL STONE 4000 TN

NON-CALCAREOUS INCIDENTAL STONE 500 TN

TREATMENT FACILITY GRAVEL PAD 1 LS

LIME SILO SYSTEM 1 LS

CLARIFIER 1 LS

RAPID MIX TANK 1 LS

ELECTRICAL 1 LS

MAIN UNDERGROUND ELECTRICAL AND PULL BOXES 3050 LF

PANTHER FORK UNDERGROUND ELECTRICAL AND PULL BOXES 1110 LF

CUTRIGHT UNDERGROUND ELECTRICAL AND PULL BOXES 1655 LF

PANTHER FORK LIFT STATION SYSTEM 1 LS

CUTRIGHT LIFT STATION SYSTEM 1 LS

PLANT HOLLOW LIFT STATION 1 LS

FLOWMETER MANHOLE 1 EA

SEPTIC SYSTEM 1 EA

4 FOOT CONCRETE MANHOLE 2 EA

6 FOOT CONCRETE MANHOLE 4 EA

NON-POTABLE WATER SYSTEM 1 LS

NEW SLUDGE CELL 1 1 LS

NEW SLUDGE CELL 2 1 LS

SLUDGE VALVE BOX 5 EA

EXISTING SLUDGE CELL REHABILITATION 1 LS

FINAL TREATMENT POND 1 LS

EXISTING SHOP UPGRADE 1 LS

2 INCH HDPE DR-17 NPW FORCE MAIN 1435 LF

3 INCH HDPE DR-17 NPW FORCE MAIN 1180 LF

4 INCH HDPE DR-17 FORCE MAIN 260 LF

6 INCH HDPE DR-17 FORCE MAIN 2000 LF

10 INCH HDPE DR-17 FORCE MAIN 240 LF

8 INCH HDPE DR-17 SLUDGE FORCE MAIN 3300 LF

4 INCH SDR-35 COLLECTION LINE 70 LF

6 INCH SDR-35 COLLECTION LINE 170 LF

8 INCH SDR-35 GRAVITY LINE 1000 LF

8 INCH SDR-35 SEEP COLLECTOR 300 LF

8 INCH SDR-35 COLLECTION LINE 200 LF

12 INCH SDR-35 CLARIFIER DRAIN LINE 410 LF

24 INCH C-900 CONVEYANCE LINE 880 LF

24 INCH DUAL WALL CULVERT 120 LF

DISTRIBUTION TROUGH 1 EA

COLLECTION VAULT 1 EA

CONTROL TEE VAULT 1 EA

CHAIN LINK FENCE AND GATES 1720 LF

FARM FENCE AND GATES 2840 LF

1 INCH SCH 40 PVC RIGID CONDUIT 1000 LF

FIBER OPTIC ARMORED CABLE 6970 LF

HEADWALLS 2 EA

AIR RELIEF VALVE MANHOLE 2 EA

DITCH 1 50 LF

DITCH 2 75 LF

DITCH 3 525 LF

DITCH 4 600 LF

1000 GALLON DUAL WALL CAUSTIC TANK WITH GRAVEL PAD 7 EA

POND 13 CAUSTIC TANK BUILDING 1 LS

ALTON CAUSTIC TANK BUILDING RELOCATION 1 LS

BOLLARDS 51 EA

POND SLUDGE REMOVAL 5000 CY

UTILITIES NON BID ITEM

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.

SUMMARY OF QUANTITIES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

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 NORTH OR SOUTH ZONE OF THE WEST

VIRGINIA STATE PLANE SYSTEM. THE HORIZONTAL DATUM IS BASED ON THE NORTH\

AMERICAN DATUM OF 1983 (NAD 83). GRID FACTORS ARE NOT REQUIRED WHEN MAKING FIELD

MEASUREMENTS.

CROSS-SECTION VIEWS

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

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.

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

X 3

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

LLV 6"

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

LLV 6"

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

LLV 6"

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

LLV 6"

1. ALL LINTELS SHALL BE GALVANIZED.

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

BEARING END.

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.

GENERAL NOTES STRUCTURAL NOTES

GENERAL AND STRUCTURAL NOTES

TOTAL

SHT. NO.

GENERAL STEEL NOTES

1. STEEL FABRICATION AND ERECTION SHALL COMPLY WITH THE LATEST EDITIONS

OF THE FOLLOWING CODES & STANDARDS:

A. AMERICAN INSITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS.

B. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION

FOR STRUCTURAL STEEL JOINTS USING HIGH-STRENGTH BOLTS.

C. WELDING AS PER AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL

WELDING CODE.

D. STATE BUILDING CODE - LATEST EDITION.

E. FEDERAL REGULATIONS OT THE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) OF THE U.S. DEPARTMENT OF LABOR, TITLE 29.

F. ASTM INTERNATIONAL (ASTM) A992 STANDARD SPECIFICATION FOR

STRUCTURAL STEEL SHAPES.

G. ASTM A36 STANDARD SPECIFICATION FOR CARBON STEEL STRUCTURAL

STEEL.

H. PAINTING TO BE IN ACCORDANCE WITH THE SSPC PAINTING MANUAL:

1. VOLUME 1 - GOOD PAINTING PRACTICE

2. VOLUME 2 - SYSTEMS AND SPECIFICATIONS.

2. C SHAPES & ANGLE SHALL BE ASTM A992.

3. ALL OTHER PLATES AND SHAPES SHALL BE ASTM A36.

4. BOLT ASSEMBLY SHALL BE 3/4" ASTM F3125, GRADE A325 BOLTS; ASTM A563 NUTS,

GRADE C PLAIN; ASTM F436 WASHER, PLAIN.

5. THE STRUCTURAL STEEL DETAILER IS RESPONSIBLE FOR THE DESIGN OF ALL

CONNECTIONS, EXCEPT THOSE SPECIFICALLY SHOWN ON THE DESIGN DRAWINGS.

6. ALL BOLTED CONNECTIONS SHALL BE FULLY PRE TENSIONED.

7. ALL BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO (2) BOLTS.

8. FABRICATOR SHALL FURNISH ALL FIELD BOLTS, NUTS AND WASHERS NECESSARY.

9. WHERE FIELD WELD IS SPECIFIED, THE FABRICATOR SHALL FURNISH ALL

NECESSARY CLIPS AND BOLTS.

10. ALL GRATING TO BE MOLDED FIBERGLASS AS MANUFACTURED BY MCNICHOLS OR

EQ.

A. SERIES TYPE TO BE MS-S-150.

B. CONSTRUCTION TYPE TO BE MOLDED

C. GRID SHAPE TO BE SQUARE.

D. PRIMARY MATERIAL TO BE FIBERGLASS

E. RESIN TO BE SGF POLYESTER RESIN (SGF)

F. GRID SIZE TO BE 1 1/2" x 1 1/2" ON CENTER.

G. GRID HEIGHT TO BE 1 1/2".

H. GRID THICKNESS TO BE 1/4".

I. COLOR TO BE YELLOW.

J. GRATING SHALL BE ATTACHED WITH STAINLESS STEEL, TYPE 316 FRICTION

TYPE GRATING CLIPS.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

OUTLET CROSS-SECTION

UP-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

RUN

R I S

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.

L= (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.

** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE

OR STAKE LENGTHS GREATER THAN 6" MAY BE

12"

4"-6"

(15 cm)

NOTE:

NECESSARY TO PROPERLY ANCHOR THE BLANKETS.

2"-5"

4.8.

I N

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

2. 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.

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'

MIN

F l o w

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

F L O

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

SEDIMENT AND EROSION CONTROL

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text 4"

W.E.

2187.8

2163.5

W.E.

BAFFLE CURTAIN

PLANT HOLLOW

PANTHER FORK

CUTRIGHT

ALTON

POND 13

HAULROAD 2

HAULROAD 3

LITTLE WOODY

DLM SHOP

CAUSTIC TANK

CP-1

CP-10

CP-2

CP-3

CP-4

CP-5

CP-6

CP-7

CP-8

CP-9

CP-11

CP-12

CP-13

CP-14

CP-15

POND 2

POND 4

SUMP

POND 3

SLUDGE CELL

POND 1

DUGOUT A

DUGOUT B

PERMIT

BOUNDARY

PERMIT

BOUNDARY

PERMIT

BOUNDARY

PERMIT

BOUNDARY

PERMIT

BOUNDARY

PERMIT

BOUNDARY

PERMIT

BOUNDARY

PERMIT

BOUNDARY

PERMIT

BOUNDARY

PERMIT

BOUNDARY

IRON PIPE

PROPERTY LINE

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:300

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

DLM SITE OVERVIEW

CONTROL POINT COORDINATES

POINT # NORTHING EASTING ELEVATION

CP-1 663299.6086 2195014.6980 1937.1465'

CP-2 662988.2618 2195382.0310 1966.5760'

CP-3 662740.1856 2195792.9270 1982.2454'

CP-4 662495.2782 2195946.6300 1981.7291'

CP-5 662253.8606 2196762.4360 2025.0962'

CP-6 662083.1216 2196963.9360 2054.4221'

CP-7 661812.1757 2196977.8790 20527.7428'

CP-8 661624.2168 2197352.9630 2085.0903'

CP-9 662864.4349 2198624.3430 2008.8503'

CP-10 662761.7425 2198660.1720 2009.1722'

CP-11 664884.6848 2196282.5290 2012.6716'

CP-12 664738.8481 2196399.1360 2012.6796'

CP-13 664533.3412 2196134.8400 2016.8936'

CP-14 660308.1770 2196432.3360 2156.3800'

CP-15 660501.3360 2196471.2170 2162.3300'

IRON PIPE 663124.6747 2195062.6906 1944.0600'

NOTE:

IRON PIPE LOCATED AT PLANT HOLLOW SITE TO BE

REPLACED ONCE CONSTRUCTION IS COMPLETED.

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1929.7

AutoCAD SHX Text 2007.2

AutoCAD SHX Text 2009.1

AutoCAD SHX Text 1983.9

AutoCAD SHX Text 2005.8

AutoCAD SHX Text 2028.7

AutoCAD SHX Text 2036.2

AutoCAD SHX Text 2083.6

AutoCAD SHX Text 2077.8

AutoCAD SHX Text 2007.5

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2038.8

AutoCAD SHX Text 2078.9

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text 2110.4

AutoCAD SHX Text 2021.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text 2037.5

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2032.2

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2016.5

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2002.1

AutoCAD SHX Text 1980.5

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2013.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1966.0

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1961.2

AutoCAD SHX Text 1977.7

AutoCAD SHX Text 2006.7

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1982.4

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1978.1

AutoCAD SHX Text 2004.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1969.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text 1944.2

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1935.4

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

3-4 IPF

AutoCAD SHX Text

COF

AutoCAD SHX Text

NAIL

AutoCAD SHX Text

NAIL

AutoCAD SHX Text

NAIL

AutoCAD SHX Text

TREE CNR

AutoCAD SHX Text

1 PIPE

AutoCAD SHX Text

1-2IPF

AutoCAD SHX Text

1-2IPF

AutoCAD SHX Text

AXEL F

AutoCAD SHX Text

AXEL F

AutoCAD SHX Text

AXEL F

AutoCAD SHX Text

AXEL F

AutoCAD SHX Text

AXEL F

AutoCAD SHX Text

AXEL F

AutoCAD SHX Text

1-2IPF

AutoCAD SHX Text

1-2IPF

AutoCAD SHX Text

ALTON IP-6

AutoCAD SHX Text

ALTON IP-6

AutoCAD SHX Text

ALTON CAUSTIC TANK

AutoCAD SHX Text

ALTON CAUSTIC TANK

AutoCAD SHX Text

ALTON CAUSTIC TANK

AutoCAD SHX Text

ALTON CAUSTIC TANK

AutoCAD SHX Text

WOODY IP-1

AutoCAD SHX Text

WOODY IP-1

AutoCAD SHX Text

WOODY IP-2

AutoCAD SHX Text

WOODY IP-2

AutoCAD SHX Text

WOODY IP-3

AutoCAD SHX Text

WOODY IP-3

AutoCAD SHX Text

HAUL 3 MH

AutoCAD SHX Text

HAUL 3 MH

AutoCAD SHX Text

HAUL 3 MH

AutoCAD SHX Text

HAUL 3 MH

AutoCAD SHX Text

BUILDING CNR

AutoCAD SHX Text

BUILDING CNR

AutoCAD SHX Text

BUILDING CNR

AutoCAD SHX Text

BUILDING CNR

AutoCAD SHX Text

PATHFINDER IP-1

AutoCAD SHX Text

PATHFINDER IP-1

AutoCAD SHX Text

PATHFINDER IP-2

AutoCAD SHX Text

PATHFINDER IP-2

AutoCAD SHX Text

ALTON IP-1

AutoCAD SHX Text

ALTON IP-1

AutoCAD SHX Text

ALTON IP-2

AutoCAD SHX Text

ALTON IP-2

AutoCAD SHX Text

ALTON IP-3

AutoCAD SHX Text

ALTON IP-3

AutoCAD SHX Text

ALTON IP-4

AutoCAD SHX Text

ALTON IP-4

AutoCAD SHX Text

ALTON IP-5

AutoCAD SHX Text

ALTON IP-5

AutoCAD SHX Text

ALTON IP-5

AutoCAD SHX Text

ALTON IP-5

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CAUSTIC TANKK

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CAUSTIC TANK

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CAUSTIC TANK

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CAUSTIC TANK

AutoCAD SHX Text

CAUSTIC TANK

AutoCAD SHX Text

"ALTON IP1"

"ALTON IP2"

CAUSTIC TANK

CP-1

CP-2

CP-3

POND 2

POND 3

POND 1

DUGOUT A

DUGOUT B

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:40

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

EXISTING CONDITIONS-PLANT HOLLOW SECTION 1

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1929.7

AutoCAD SHX Text 1980.5

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1966.0

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1961.2

AutoCAD SHX Text 1944.2

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1935.4

AutoCAD SHX Text W.E.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

CP-3

CP-4

CP-5

CP-6

CP-7

POND 4

SUMP

POND 3

PROPERTY LINE

EXISTING CONDITIONS-PLANT HOLLOW SECTION 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:50

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2021.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text 2002.1

AutoCAD SHX Text 1977.7

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

CAUSTIC TANK

AutoCAD SHX Text

PIPE

CP-5

CP-6

CP-7

CP-8

POND 4

EXISTING CONDITIONS-PLANT HOLLOW SECTION 3

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:50

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2028.7

AutoCAD SHX Text 2036.2

AutoCAD SHX Text 2021.3

AutoCAD SHX Text

WELL

AutoCAD SHX Text 2002.1

AutoCAD SHX Text

PIPE

CP-10

CP-9

EXISTING CONDITIONS-PANTHER FORK

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:30

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2007.5

AutoCAD SHX Text

CP-11

CP-12

CP-13

PERMIT

BOUNDARY

EXISTING CONDITIONS-CUTRIGHT

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:40

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1983.9

AutoCAD SHX Text 2005.8

AutoCAD SHX Text 2083.6

AutoCAD SHX Text 2013.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text

STATE OF WV

TM/PAR 7-6P/5

PERMIT

BOUNDARY

EXISTING CONDITIONS-ALTON

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:60

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2007.2

AutoCAD SHX Text 2006.7

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1982.4

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1978.1

AutoCAD SHX Text 2004.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1969.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CAUSTIC TANK

2163.5

CAUSTIC TANK

PERMIT

BOUNDARY

PROPERTY LINE

EXISTING CONDITIONS-HAULROAD 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:30

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text

WELL

AutoCAD SHX Text

AXEL F

AutoCAD SHX Text

AXEL F

AutoCAD SHX Text

NEAL J. AND JOHN J. ZICKEFOOSE

TM/PAR 7-6Q/9.2

2187.8

BAFFLE CURTAIN

CAUSTIC TANK

PERMIT

BOUNDARY

EXISTING CONDITIONS-HAULROAD 3

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text

BOUNDARY

PROPERTY LINE

EXISTING CONDITIONS-POND 13

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:50

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text

AutoCAD SHX Text 2077.8

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2078.9

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text

BOUNDARY

EXISTING CONDITIONS-LITTLE WOODY

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:30

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text 2009.1

AutoCAD SHX Text 2016.5

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text W.E.

AutoCAD SHX Text

POND 1

DUGOUT B

CONSTRUCTION

LIMITS

SLIT FENCE

PLANT HOLLOW

CONSTRUCTION

LIMITS

SLIT FENCE

CUTRIGHT

SLIT FENCE

CONSTRUCTION LIMITS

PANTHER FORK

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:30

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

SILT FENCE LAYOUT

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CAUSTIC TANK

CONSTRUCTION

LIMITS

DISCHARGE PIPE

POND 2 NOTE:

POND 2 TO BE DEWATERED

BY CONTRACTOR WHILE

INSTALLING EQUALIZATION

BASIN CONVEYANCE LINE.

POND 2

POND 3

POND 1

DUGOUT A

DUGOUT B

DUGOUT A AND B AND POND 1 NOTE:

BOTH DUGOUTS AND POND 1 TO BE

DEWATERED AND SLUDGE REMOVED

BY CONTRACTOR. (FOR SLUDGE

REMOVAL DETAILS SEE TECHNICAL

SPECIFICATION 13-7 MISCELLANEOUS)

ALL TREES TO BE

CLEARED IN

HATCHED AREA

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

DEMOLITION-PLANT HOLLOW SECTION 1

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

POND 4

SUMP

POND 3

DISCHARGE PIPE:

TO BE REMOVED AND

REPLACED WITH 24 INCH

HDPE DUAL WALL CULVERT

DEMOLITION-PLANT HOLLOW SECTION 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2021.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text 2002.1

AutoCAD SHX Text 1977.7

AutoCAD SHX Text

POND 4

DEMOLITION-PLANT HALLOW SECTION 3

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2028.7

AutoCAD SHX Text 2036.2

AutoCAD SHX Text 2021.3

AutoCAD SHX Text

WELL

AutoCAD SHX Text 2002.1

AutoCAD SHX Text

PIPE

CONSTRUCTION

LIMITS

ALL TREES TO BE

CLEARED IN

HATCHED AREA

PANTHER FORK POND NOTE:

POND TO BE DEWATERED BY

CONTRACTOR AS INFLUENT PIPE

FROM PANTHER FORK LIFT

STATION IS INSTALLED.

DEMOLITION-PANTHER FORK

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2007.5

AutoCAD SHX Text

CONSTRUCTION

LIMITS

PERMIT

BOUNDARY

CUTRIGHT POND NOTE:

POND TO BE DEWATERED BY

CONTRACTOR AS INFLUENT PIPE

FROM CUTRIGHT LIFT STATION IS

INSTALLED.

ALL TREES TO BE

CLEARED IN

HATCHED AREA

DEMOLITION-CUTRIGHT

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

AutoCAD SHX Text

BOUNDARY

DEMOLITION-ALTON

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2007.2

AutoCAD SHX Text 2006.7

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1982.4

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1978.1

AutoCAD SHX Text 2004.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 1969.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text

2163.5

CAUSTIC TANK

PERMIT

BOUNDARY

DEMOLITION-HAULROAD 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

AutoCAD SHX Text

WELL

AutoCAD SHX Text

BAFFLE CURTAIN

PERMIT BOUNDARY

EXISTING METAL BUILDING TO BE

RELOCATED TO ALTON SITE (SEE

SHEET 95 FOR LOCATION)

DEMOLITION-HAULROAD 3

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

BOUNDARY

DEMOLITION-POND 13

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

AutoCAD SHX Text 2077.8

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2078.9

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text

BOUNDARY

DEMOLITION-LITTLE WOODY

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

NOTE: ALL ITEMS IN

RED TO BE REMOVED.

AutoCAD SHX Text 2009.1

AutoCAD SHX Text 2016.5

AutoCAD SHX Text W.E.

AutoCAD SHX Text

WELL

AutoCAD SHX Text W.E.

AutoCAD SHX Text

RAPID MIX

TANK

pH PROBES

24" PALMER

BOWLUS

FLOW METER

AVAILABLE POWER:

THREE PHASE, 480 V, 200 AMP

MONITOR:

1. RAW FLOW

2. RAPID MIX TANK pH

3. CLARIFIER FINAL pH

4. SLUDGE LEVEL

5. SLUDGE PUMP #1 SPEED & TEMP.

6. SLUDGE PUMP #2 SPEED & TEMP.

7. RECIRCULATION PUMP SPEED & TEMP.

8. LIME SLURRY PUMP #1

9. LIME SLURRY PUMP #2

10. LIME SLURRY PUMP #3

11. PLANT HOLLOW LIFT STATION

12. CUTRIGHT LIFT STATION

13. PANTHER LIFT STATION

14. POLYMER PUMP #1

15. POLYMER PUMP #2

16. NON-POTABLE WATER PUMP #1

17. NON-POTABLE WATER PUMP #2

18. SILO

19. MEASURE AMP DRAWS

A. SLUDGE PUMP(S)

B. FLOCCULATOR

C. LIFT STATION

D. RAPID MIX

E. SLURRY PUMP

F. POLYMER FEED

G. NON-POTABLE WATER STATION

H. SILO

11. ON-OFF FOR ALL MOTORIZED EQUIPMENT

12. FLOCCULATOR MIXER SPEED

13. CLARIFIER SLUDGE LEVEL

ALARMS:

1. HIGH FLOW

2. pH- HIGH OR LOW

3. LOW POTABLE PRESSURE

4. POWER LOSS (COMMERCIAL)

5. HIGH AMPERAGE ON ANY ELECTRIC

MOTOR

6. LOW/HIGH LEVEL LIME

PHONE:

1. CELL SERVICE

SYSTEM EMERGENCY POWER

1. GENERATOR FOR TREATMENT PLANT

- FUEL DIESEL

- 450 KW

2. GENERATOR FOR PANTHER LIFT STATION

- FUEL DIESEL

- 100 KW

CONTROLS:

1. FLOCCULATOR: H-O-A

- AUTO- ADJUST RPM THROUGH

PLC CONTROL SYSTEM

RPM RANGE (2-20)

- MOTOR SHALL BE STARTED & CONTROLLED BY VFD THROUGH PLC.

MONITOR & CONTROL

- DISPLAY THE POWER STATUS OF EACH FLOCCULATOR.

- DISPLAY & CONTROL FLOCCULATOR RMPS.

- H-O-A

2. POLYMER FEED: H-O-A

- AUTOMATIC MODE, THE POLYMER FEED IS FLOW PACED BASED ON FLOW METER

READING, AND SET POINT mg/L.

- THE PLC SHALL BE PROGRAMMED WITH A MULTIPLIER INPUT TO CONTROL THE

RELATIONSHIP BETWEEN FLOW AND POLYMER FEED RATE.

- MOTOR SHALL BE STARTED & CONTROLLED BY VFD THROUGH PLC.

- HAVE ABILITY TO CHANGE FEED RATE IN mg/L.

- THE POLYMER FEED SYSTEM PUMPS WILL BE CAPABLE OF RECEIVING A 4-20ma SIGNAL.

- THE POLYMER FEED SHALL BE FLOW PACED BASED ON THE FLOW &

OPERATOR-SELECTED CONCENTRATION.

- THE ANTICIPATED POLYMER FEED RATE RANGE IS 0-30 mg/L.

- MORE THAN ONE POLYMER FEED PUMP MAY BE REQUIRED TO OPERATE DURING

HIGH FLOW EVENTS.

MONITOR & CONTROL

- DISPLAY THE POWER STATUS OF EACH PUMP.

- DISPLAY & CONTROL POLYMER FEED CONCENTRATION

- H-O-A

RAPID MIX TANK: ON/OFF

- AUTO - ADJUST RPM THOUGH

PLC CONTROL SYSTEM

- MOTOR SHALL BE STARTED & CONTROLLED BY VFD THROUGH PLC.

MONITOR & CONTROL

- DISPLAY THE POWER STATUS OF THE TANK.

- ON/OFF

EQUIPMENT MOTORS

MOTOR HP

QTY

RAPID MIX TANK 1.5 HP 3-PH AC 1

CLARIFIER

FLOCCULATOR

3 HP 3-PH AC 2

CLARIFIER

DRIVES

1.5 HP 3-PH AC 1

LIME SLURRY

MIX TANK

1.5 HP 3-PH AC 1

LIME SLURRY

PUMP

2 HP 3-PH AC 1

LIME SLURRY

PUMP

2 HP 3-PH AC 1

LIME SLURRY

PUMP

2 HP 3-PH AC 1

SLUDGE PUMPS 50 HP 3-PH AC 2

RECIRCULATION

PUMP

20 HP 3-PH AC 1

PLANT HOLLOW

LIFT STATION

7.5 HP 3-PH AC 2

CUTRIGHT LIFT

STATION

15 HP 3-PH AC 2

POLYMER

PUMPS

0.5 HP 3-PH AC 2

NON-POTABLE

WATER

TRANSFER

PUMPS

7.5 HP 3-PH AC 2

DESIGN PARAMETERS

PARAMETER RAW EFFLUENT RISE RATE

TOTAL, Fe

MG/L

0.0 0.95

TOTAL, Al

MG/L

0.0 0.43

FLOW, MIN

GPM

200 200 0.07

FLOW, AVG

GPM

1275 1275 0.30

FLOW, PEAK

GPM

3000 3000 0.70

GALLONS - 3,830

Gt - 45,000/S

DT - 1.28 MINS

80 'CLARIFIER

SLUDGE LEVEL

INDICATOR

CONTROL AND

SLUDGE PUMP

BUILDING

100 TON LIME

SLURRY SILO

PLANT HOLLOW

LIFT STATION

FINAL

DISCHARGE

BYPASS LINE

4. SLUDGE PUMPS: H-O-A, A₂

- IN A

MODE PUMP RUNS CONTINUOUSLY AND ON

AND OFF BY SLUDGE LEVELS.

- IN A₂ MODE ON AND OFF TIMER SELECTIONS SHALL BE MADE:

- TIMER…

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.