ARFQ DEP26-45-OSR Powdermill Processing - Reclamation Plans_Powdermill_S-5027-08_U-5017-08_Pages 1-6 (1).pdf
PDF 16 MB Posted
- Solicitation number
- ARFQ-0313-DEP2600000045-1
- Issued by
- Upshur County, West Virginia
About this file
This is a reclamation plan document prepared by the West Virginia Department of Environmental Protection (WVDEP), Office of Special Reclamation, Division of Land Restoration for the Powdermill Branch project in Wayne County, West Virginia. The project addresses reclamation and water treatment activities for Powdermill Processing, Inc. under permits S-5027-08 and U-5017-08. The scope of work encompasses site preparation, excavation and backfill of highwalls, ditch construction and maintenance, road construction and maintenance, sediment and erosion control measures, revegetation, and water management infrastructure including 48-inch HDPE dual wall corrugated pipe installation. Specific bid items include mobilization and demobilization, construction layout and quality control, silt fencing (197,965 linear feet), incidental stone (1,540 tons), lime application and disc work (1,000 acres), revegetation (6 acres), excavation of highwalls (8,900 cubic yards), rock under drain (450 linear feet), access road base and final construction (2,150 linear feet for Road 1 and 1,000 linear feet for Road 2), and construction of twelve ditches ranging from 80 to 2,300 linear feet each, plus hay bale dikes (1,300 linear feet) and sediment ditch reclamation work. The project is located in the Louisa 7.5-minute quadrangle and is dated September 2025.
The plan specifies that contractors must prioritize installation of sediment and erosion control structures before other work begins and maintain compliance throughout construction under periodic WVDEP inspection. Contractors are responsible for ascertaining utility locations through WV 811, probing, and excavation verification; maintaining all drainage systems during construction; and holding bench mark locations throughout the contract. The contractor must maintain access roads in clean, dust-free condition with aggregate base course applied immediately following rough grading, and grading and reshaping shall occur at intervals not exceeding one month. Electrical work for water treatment facilities requires master electrician supervision and five years of experience with water treatment facility installations. The plan notes that actual bid quantities in WVOASIS may differ from plan quantities to accommodate unforeseen field changes, and contractors must bid on WVOASIS quantities. All work must conform to current editions of relevant codes including the National Electrical Code (NEC), ACI concrete standards, AISC structural steel specifications, and ASTM material standards. Concrete shall have minimum 4,000 PSI compressive strength at twenty-eight days unless otherwise noted, and reinforcing steel shall meet ASTM A615, A616, or A617 Grade 60 specifications with minimum yield strength of 60,000 PSI.
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Text version
POWDERMILL BRANCH of the TUG FORK RIVER DRAINAGE
OFFICE OF SPECIAL RECLAMATION
DIVISION OF LAND RESTORATION
west virginia department of environmental protection
HANCOCK
BROOKE
OHIO
MARSHALL
PRESTON
MORGAN
MONONGALIA
WETZEL
MINERAL
BERKELEY
MARION
TYLER
HAMPSHIRE
JEFFERSONPLEASANTS
HARRISON
TAYLOR
DODDRIDGE
WOOD
RITCHIE
GRANT
BARBOUR TUCKER
HARDY
WIRT
LEWIS
RANDOLPH
UPSHUR
GILMER
JACKSON CALHOUN
MASON
PENDLETON
ROANE
BRAXTON
POCAHONTAS
WEBSTER
PUTNAM
CLAY
KANAWHA
CABELL
NICHOLAS
WAYNE
LINCOLN
GREENBRIER
FAYETTE
BOONE
LOGAN
RALEIGH
MINGO
SUMMERS
WYOMING
MONROE
MERCER
McDOWELL
WAYNE COUNTY, WEST VIRGINIA
DESCRIPTION
TITLE SHEET
SHEET NO.
DRAWING INDEX
PROJECT
AREA
POWDERMILL PROCESSING, INC.
PERMITS S-5027-08/U-5017-08
RECLAMATION and WATER TREATMENT PROJECT
HAROLD D. WARD, CABINET SECRETARY
SUMMARY OF QUANTITIES
GENERAL NOTES
NICHOLAS
PROJECT
AREA
PROJECT
AREA
SEPTEMBER 2025
DETAIL SHEET 1
DETAIL SHEET 2
GENERAL PROJECT AREA
PLAN SHEET AREA C
CROSS SECTIONS 5 & 6
ACCESS ROAD 1 PROFILE
POWDERMILL BRANCH STREAM PROFILE
5PLAN SHEET AREA A
6CROSS SECTIONS 1 & 2
7PLAN SHEET AREA B
CROSS SECTIONS 3 & 4 8
11PLAN SHEET AREA D
CROSS SECTIONS 7 & 8
13PLAN SHEET AREA E
CROSS SECTIONS 9, 10, & 11
15PLAN SHEET AREA F
CROSS SECTIONS 12, 13, & 14
PROJECT SIGN 22
21SEDIMENT AND EROSION CONTROL
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LOCATION MAP
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WEST VIRGINIA COUNTY HIGHWAY MAP
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VICINITY MAP
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LOUISA USGS 7.5' QUADRANGLE
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REGISTERED PROFESSIONAL ENGINEER P.E. NO. 018235
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CERTIFICATION:
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WALTER G. SIMMONS
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DATE:
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WAYNE COUNTY
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SCALE: 1"=1 MILE
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SCALE: 1"=2000'
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STATE OF
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DESCRIPTIONTECHNICAL
SPECIFICATION
ITEM
NO. QUANTITY UNIT
1-1 3-1 4-1 5-1 5-2 5-5
LS
LS
LS
LS
LS
Mobilization & Demobilization Permit S-5027-08 Construction Layout Permit S-5027-08 Quality Control Permit S-5027-08 Site Preparation Permit S-5027-08 Road Maintenance Permit S-5027-08 Utilities NO BID
Permit S-5027-08 Sediment and Erosion Control Silt Fence LF
Permit S-5027-08 Incidental Stone TN
Permit U-5017-08 Lime and Disc AC Permit S-5027-08 Revegetation Type I AC
Permit S-5027-08 Surface Regrade LS Permit S-5027-08 Excavation and Backfill Highwalls CY
Permit S-5027-08 Rock Under Drain LF Permit S-5027-08 Access Road 1 Base LF
Permit S-5027-08 48 Inch HDPE Dual Wall Corrugated Pipe LF Permit S-5027-08 Roadside Ditch 1 & 2 LF Permit S-5027-08 Access Road 2 Base LF
Permit S-5027-08 Grouted Rip-Rap Drive-Through (w/Grout Cut-off) EA2 Permit U-5017-08 Ditch 1 Construction Permit S-5027-08 Ditch 2 Construction Permit S-5027-08 Ditch 3 Construction Permit S-5027-08 Ditch 4 Construction Permit S-5027-08 Ditch 5 Construction Permit S-5027-08 Ditch 6 Construction Permit S-5027-08 Ditch 7 Construction Permit S-5027-08 Ditch 8 Construction Permit S-5027-08 Ditch 9 Construction Permit S-5027-08 Ditch 10 Construction Permit S-5027-08 Ditch 11 Construction Permit S-5027-08 Ditch 12 Construction
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LS
Permit S-5027-08 Sediment Ditch & Sediment Dikes Construction Permit S-5027-08 Reclaim Sediment Ditches 7, 8, & 9
6-2
6-5
6-1
6-5 197,965
1,000
6-5, 7-1, 7-2, 9-4
4,450
5-3, 7-1
5-3, 7-1
10-16
7-1
6-5, 7-1 6-5, 7-1 6-5, 7-1 6-5, 7-1 6-5, 7-1
6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4 6-5, 7-1, 7-2, 7-4
6-5, 7-1
1,150
1,220 1,000
2,300
16-5
6-1
7-1
Permit U-5017-08 Sediment and Erosion Control Silt Fence6-2
LF450
6-2 6-2
Permit S-5027-08 Hay Bale Dike
LF
1,000 Permit U-5017-08 Hay Bale Dike LF300
Permit U-5017-08 Incidental Stone TN500
6-1 Permit U-5017-08 Revegetation Type I AC5
6-5 Permit U-5017-08 Excavation and Backfill Highwalls CY8,000
Permit S-5027-08 Access Road 2 Final LF5-3, 7-1 1,000
Permit S-5027-08 Access Road 1 Final5-3, 7-1 LF1,150
LF
7-1, 7-2, 7-3 7-1, 7-2, 7-3
REVISIONS
DATE: ( ):BY:
NOT TO SCALE
SUMMARY of QUANTITIES
TOTAL
SHT. NO.
DATE: SEPTEMBER 2025WAYNE COUNTY, WEST VIRGINIA
POWDERMILL PROCESSING
PERMIT S-5027-08/U-5017-08
BUYER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DEP REQ. or P.O NO.
WGS
WGS
CBF
601 57th STREET SE
CHARLESTON, WEST VIRGINIA 25304
OFFICE: 1-304-926-0499
OFFICE OF SPECIAL RECLAMATION
FAX: 1-304-926-0458 LOUISA QUADRANGLE TOTAL
NOTE: The quantities shown on the Summary of Quantities represent the amounts as directly measured in the plans. When bidding in WVOASIS the Commodity lines may be different amounts from the plans to accommodate any unforseen changes in the field. Therefore, always bid on the quantities listed in WVOASIS.
SEDIMENT AND EROSION CONTROL
THE FIRST ORDER OF WORK FOR THE CONTRACTOR IS TO INSTALL SEDIMENT
CONTROL STRUCTURES TO ESTABLISH EROSION CONTROL AT THE EARLIEST POSSIBLE
DATE. INITIAL CLEARING AND GRUBBING IS TO ONLY BE WHAT IS NECESSARY IN
ORDER TO ACCOMPLISH THESE OPERATIONS.
WVDEP SHALL CONDUCT PERIODIC INSPECTION OF SEDIMENT AND EROSION CONTROL
MEASURES TO INSURE PROPER OPERATION AND COMPLIANCE.
IN THE EVENT THAT THE TEMPORARY EROSION AND POLLUTION CONTROL MEASURES
ARE ORDERED BY THE PROJECT CONTACT DUE TO THE CONTRACTOR'S NEGLIGENCE,
CARELESSNESS, OR FAILURE TO INSTALL PERMANENT CONTROLS AS PART OF THE
WORK AS SCHEDULED, SUCH WORK SHALL BE PERFORMED BY THE CONTRACTOR AT
THE CONTRACTOR'S EXPENSE.
WASTE AND BORROW SITES
WHEN REQUIRED, WASTE AND BORROW SITES SHALL BE DEPICTED ON THE PROJECT
PLANS. DURING THE CONTRACT, IF ADDITIONAL WASTE AND BORROW SITES ARE
REQUIRED, THE CONTRACTOR SHALL CONTACT THE PROJECT CONTACT.
NO WASTE OR BORROW SITES SHALL BE PERMITTED WITHIN ANY FLOODPLAIN,
WETLANDS, OR HIGHLY SENSITIVE CULTURAL RESOURCES.
EXISTING PIPE REMOVAL
ANY EXISTING PIPES THAT ARE REMOVED DURING CONSTRUCTION SHALL BECOME
THE PROPERTY OF THE WVDEP, UNLESS OTHERWISE NOTED. THE COST OF THE
REMOVAL OF EXISTING PIPES SHALL BE INCLUDED IN THE COMMODITY LINE ITEM "SITE
PREPARATION" AND SHALL INCLUDE REMOVAL, DISPOSAL, AND BACKFILL WITH
SUITABLE MATERIAL.
CONSTRUCTION ENTRANCE AND ROADS
CONSTRUCTION ENTRANCE(S) SHALL BE INSTALLED AT THE LOCATION(S) SHOWN ON
THE PROJECT PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE ROADS IN A CLEAN
AND DUST FREE CONDITION.
AGGREGATE BASE COURSE SHALL BE APPLIED IMMEDIATELY FOLLOWING ROUGH
GRADING PER PROJECT PLAN DETAILS.
ELECTRICAL
THE CONTRACTOR SHALL FOLLOW ALL LATEST LOCAL, STATE, AND FEDERAL
ELECTRICAL CODES, INCLUDING THE NATIONAL ELECTRICAL CODE (NEC).
ALL ELECTRICAL WORK PERFORMED SHALL BE EITHER COMPLETED BY OR UNDER THE
DIRECT SUPERVISION OF A MASTER ELECTRICIAN.
THE GENERAL CONTRACTOR OR AN ELECTRICAL SUBCONTRACTOR SHALL BE
LICENSED IN THE STATE OF WEST VIRGINIA TO PERFORM ELECTRICAL WORK. THE
COMPANY PERFORMING THE ELECTRICAL WORK SHALL HAVE A MINIMUM OF FIVE (5)
YEARS OF EXPERIENCE IN THE INSTALLATION OF ELECTRICAL SYSTEMS FOR WATER
TREATMENT FACILITIES. THE COMPANY MAY EMPLOY WEST VIRGINIA LICENSED
JOURNEYMAN ELECTRICIANS WORKING UNDER THE SUPERVISION OF THE MASTER
ELECTRICIAN. HOWEVER, NO MORE THAN ONE APPRENTICE PER JOURNEYMAN SHALL
BE PERMITTED.
UTILITIES
THE LOCATIONS OF ALL KNOWN UTILITIES ARE SHOWN ON THE PROJECT PLANS AND
FIELD INFORMATION. THE CONTRACTOR IS RESPONSIBLE TO ASCERTAIN THE STATUS
AND LOCATION OF EACH UTILITY WHEN PERFORMING WORK WHICH MAY AFFECT THE
FACILITIES, INCLUDING CALLING WV 811, PROBING, EXCAVATION, OR ANY OTHER
PRECAUTION REQUIRED TO CONFIRM LOCATION. THE CONTRACTOR WILL BE
RESPONSIBLE FOR ANY DAMAGE OR DISRUPTION TO UTILITY LINES WHICH ARE KNOWN
ACTIVE AND ARE TO REMAIN IN OPERATION.
DRAINAGE
THE CONTRACTOR SHALL MAINTAIN WORKING STORM DRAINAGE SYSTEMS THROUGH THE WORK
AREAS AT ALL TIMES DURING CONSTRUCTION. THE WORKING SYSTEM MAY CONSIST OF THE
EXISTING STORM DRAINAGE SYSTEM, THE PROPOSED STORM DRAINAGE SYSTEM OR COMBINATION
THEREOF.
BENCH MARKS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING BENCH MARK LOCATIONS THROUGHOUT
THE LIFE OF THE CONTRACT. IN THE EVENT THAT A BENCH MARK IS DISTURBED, THE
CONTRACTOR, AS DIRECTED BY THE PROJECT CONTACT, WILL RELOCATE OR RE-ESTABLISH THE
BENCH MARK. NO ADDITIONAL PAYMENT OR COMPENSATION WILL BE MADE FOR THIS WORK.
VERIFICATION OF DIMENSIONS
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL PLAN AND ELEVATION DIMENSIONS
PRIOR TO ORDERING MATERIALS FOR THE CONSTRUCTION OF THE VARIOUS COMMODITY LINE
ITEMS IN THIS CONTRACT.
NOTICE TO CONTRACTORS
REPRESENTATIVES OF THE FOLLOWING STATE AND FEDERAL AGENCIES MAY BE IN THE AREA ON
OCCASION TO OBSERVE, INSPECT AND MONITOR THE CONSTRUCTION ACTIVITIES:
WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION, (WVDEP)
WEST VIRGINIA DIVISION OF NATURAL RESOURCES, (WVDNR)
WEST VIRGINIA STATE HISTORIC PRESERVATION OFFICE, (WVSHPO)
UNITED STATES FISH AND WILDLIFE SERVICES, (USFWS)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, (USEPA)
UNITED STATES ARMY CORPS OF ENGINEERS, (USACE)
UNITED STATES NATURAL RESOURCES CONSERVATION SERVICE,(USNRCS)
ADVISORY COUNCIL OF HISTORIC PRESERVATION, (ACHP)
UNITED STATES DEPARTMENT OF AGRICULTURE, FOREST SERVICE, (USDA, FS)
OFFICE OF SURFACE MINING (OSM)
SHOP DRAWINGS
SHOP DRAWINGS SHALL BE SENT TO THE ATTENTION OF THE PROJECT CONTACT.
GEOTECHNICAL REPORT
WHEN SITE CONDITIONS REQUIRE A GEOTECHNICAL REPORT, REFER TO TECHNICAL SPECIFICATION
SECTION 14-1 GEOTECHNICAL REPORT. ANY INQUIRIES SHALL BE DIRECTED TO THE PROJECT
CONTACT.
ELEVATIONS
ALL ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. (NAD88)
COORDINATES
THE PROJECT PLAN DATUMS ARE BASED UPON THE SOUTH ZONE OF THE WEST VIRGINIA STATE
PLANE SYSTEM. THE HORIZONTAL DATUM IS BASED ON THE NORTH\ AMERICAN DATUM OF 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.
ROAD MAINTENANCE:
THE CONTRACTOR SHALL B RESPONSIBLE FOR MAINTAINING ALL ACCESS ROADS TO AND FROM
THE PROJECT AREA DURING THE CONTRACT PERIOD. MAINTENANCE INCLUDES GRADING,
RESHAPING, PLACEMENT OF AGGREGATE (INCIDENTAL STONE), AND ROLLER COMPACTION WITH
INTERVALS NOT TO EXCEED ONE MONTH, UNLESS OTHERWISE DIRECTED BY THE WVDEP.
VIEWING DIRECTION
FOUNDATIONS
1. THE CONTRACTOR SHALL REVIEW THE SUBSURFACE INVESTIGATION
REPORT, IF AVAILABLE, BEFORE THE START OF CONSTRUCTION.
2. THE CONTRACTOR SHALL NOT PLACE ANY FOUNDATION UNTIL THE
SUBGRADE HAS BEEN ACCEPTED BY THE PROJECT CONTACT.
BLOCK CONSTRUCTION
1. MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE
"NATIONAL CONCRETE MASONRY ASSOCIATION."
2. HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS SHALL MEET THE
REQUIREMENTS OF ASTM C90 AND HAVE A TWO (2) HOUR FIRE RATING.
3. MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM C-270 AND HAVE A
MINIMUM COMPRESSIVE STRENGTH OF ONE THOUSAND EIGHT HUNDERED
(1,800) PSI AT TWENTY-EIGHT (28) DAYS, GROUT SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF TWO THOUSAND FIVE HUNDRED (2,500) PSI AT
TWENTY-EIGHT (28) DAYS.
4. REINFORCING STEEL SHALL BE ASTM, A615, A616, OR A617 YIELD GRADE 60.
MINMUM STRENGTH SIXTY THOUSAND (60,000) PSI.
5. REINFORCING STEEL SHALL BE LAPPED AS SPECIFIED ON THIS SHEET. (REF
REINFORCING STEEL, SUB 3)
6. BLOCK MANUFACTURER SHALL PROVIDE A CONTROL JOINT DETAIL TO BE
REVIEWED AND APPROVED BY THE PROJECT CONTACT DURING
CONSTRUCTION.
STRUCTURAL STEEL
1. ALL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS", LATEST EDITION.
2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST EDITION OF
AMERICAN WELDING SOCIETY, AWS D1.1.
3. ALL EXTERIOR STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE
WITH TECHNICAL SPECIFICATION SECTION 13-15 PAINTING METAL
STRUCTURES.
CAST-IN-PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT
TWETNY-EIGHT (28) DAYS OF FOUR THOUSAND (4,000) PSI UNLESS OTHERWISE
NOTED.
2. ALL CONCRETE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 350-01.
3. ALL EMBEDDED ITEMS ARE NOT SHOWN ON THE PROJECT PLANS. THE
CONTRACTOR SHALL REVIEW THE PROJECT PLANS OF THE VARIOUS TRADES
AND COORDINATE PLACEMENT OF EMBEDDED ITEMS.
4. CONSTRUCTION JOINTS ARE SHOWN ON THE PROJECT PLANS. ANY CHANGES
OR ADDITIONS SHALL BE SUBMITTED TO THE PROJECT CONTACT BEFORE
CONCRETE PLACEMENT. USE TWO (2) INCH X FOUR (4) INCH KEY FOR LESS
THAN EIGHTEEN (18) INCH WALL OR SLAB THICKNESS AND TWO (2) INCH X SIX
(6) INCH KEY FOR THICKNESS OF EIGHTEEN (18) INCHES AND GREATER.
5. PROVIDE FORM COVER WITH A MINIMUM OF TWO (2) INCH OF CONCRETE FROM
THE OUTSIDE SURFACE. TIES FOR WALLS SUBJECT TO HYDROSTATIC
PRESSURE SHALL HAVE WATERSTOPS.
6. PROVIDE ROUGH BROOM FINISH FOR EXTERIOR SLABS AND STEEL TROWEL
FINISH FOR INTERIOR SLABS UNLESS NOTED OTHERWISE.
REINFORCING STEEL
1. ASTM, A615, A616, OR A617, GRADE 60, MINIMUM YIELD STRENGTH SIXTY
THOUSAND (60,000) PSI.
2. REINFORCING DETAILS SHALL CONFORM TO ACI "DETAILING MANUAL - 1994"
OR AS SHOWN ON THE PROJECT PLANS.
3. MINIMUM BAR LAPS
TOP OTHER
#9 BAR 90 INCHES 65 INCHES
#8 BAR 71 INCHES 51 INCHES
#7 BAR 54 INCHES 39 INCHES
#6 BAR 43 INCHES 31 INCHES
#5 BAR 36 INCHES 26 INCHES
#4 BAR 28 INCHES 20 INCHES
4. MINIMUM CLEARANCE
a. CAST AGAINST EARTH - 3"
b. #6 BARS AND LARGER - 2"
c. #5 BARS AND SMALLER - 2"
STRUCTURAL LINTELS
UNLESS SHOWN OTHERWISE, PROVIDE THE FOLLOWING LINTEL ANGLES:
MASONRY OPENING ANGLE & SIZE BEARING
4'-0" TO LESS (2) 3 12 X 3 12 X 5
16 6"
4'-1" TO 6'-0" (2) 4 X 3 12 X 5
16 LLV 6"
6'-1" TO 7'-0" (2) 5 X 3 12 X 38 LLV 6"
7'-1" TO 3'-0" (2) 6 X 3 12 X 38 LLV 6"
8'-1" TO 9'-0" (2) 7 X 4 X 38 LLV 6"
1. ALL LINTELS SHALL BE GALVANIZED.
2. ALL LINTELS SHALL HAVE TWELVE (12) INCHES OF SOLID MASONRY BELOW
BEARING END.
GENERAL NOTES STRUCTURAL NOTES
CHANNEL LININGS
LINING FOR CHANNELS NOT SHOWN ON ALL CROSS SECTIONS. SEE PLAN VIEWS FOR
EXTENTS OF LININGS.
REVISIONS
DATE: ( ):BY:
TOTAL
SHT. NO.
BUYER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DEP REQ.:
WGS
WGS
CBF
601 57th STREET SE
CHARLESTON, WEST VIRGINIA 25304
OFFICE: 1-304-926-0499
OFFICE OF SPECIAL RECLAMATION
FAX: 1-304-926-0458
SCALE: NOT TO SCALE DATE: SEPTEMBER 2025
GENERAL NOTES
WAYNE COUNTY, WEST VIRGINIA
POWDERMILL PROCESSING
PERMIT S-5027-08/U-5017-08
LOUISA QUADRANGLES
850850
810810810
81081
810 810
770770
770 770
0 910
REVISIONS
DATE: ( ):BY:
SCALE: 1"=200'
GENERAL PROJECT AREA
TOTAL
SHT. NO.
DATE: SEPTEMBER 2025WAYNE COUNTY, WEST VIRGINIA
POWDERMILL PROCESSING
PERMITS S-5027-08/U-5017-08
..\..\..\..\DEP_36x24_template\DEP_36x24_TitleSheet - Standard\Dsize-TitleBlockProject\depep1.jpg
BUYER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DEP REQ. or P.O NO.
WGS
WGS
CBF
601 57th STREET SE
CHARLESTON, WEST VIRGINIA 25304
OFFICE: 1-304-926-0499
OFFICE OF SPECIAL RECLAMATION
FAX: 1-304-926-0458 LOUISA QUADRANGLE TOTAL
PROPERTY LINE
EXISTING ROADS
LEGEND
PROJECT BOUNDARY
PROPOSED DITCHES
SEE PLAN SHEET AREA A
POND 2
POND 2a
POND 1
SEE PLAN SHEET AREA B
SEE PLAN SHEET AREA CSEE PLAN SHEET AREA D
SEE PLAN SHEET AREA E
SEE PLAN SHEET AREA F
0 200 400
EXISTING 2 FT CONTOUR
EXISTING 10 FT CONTOUR
REVISIONS
DATE: ( ):BY:
TOTAL
SHT. NO.
..\..\..\..\DEP_36x24_template\DEP_36x24_TitleSheet - Standard\Dsize-TitleBlockProject\depep1.jpg
BUYER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DEP REQ.:
WGS
WGS
CBF
601 57th STREET SE
CHARLESTON, WEST VIRGINIA 25304
OFFICE: 1-304-926-0499
OFFICE OF SPECIAL RECLAMATION
FAX: 1-304-926-0458
SCALE: 1' = 40" DATE: SEPTEMBER 2025
PLAN SHEET AREA A
WAYNE COUNTY, WEST VIRGINIA
POWDERMILL PROCESSING
PERMIT S-5027-08/U-5017-08
LOUISA QUADRANGLES
0 40 80
POND 1
EXISTING
DITCH
DITCH 1
REALIGNED
EXISTING CULVERT
TO REMAIN
PO
W
D
ER
M
ILL BR
AN
C
H
EXISTING SUMP
AND CULVERT
TO REMAIN
EXISTING SUMP
AND CULVERT
TO REMAIN
TIE REALIGNED DITCH
INTO EXISTING DITCH
EXISTING ROAD SIDE DITCH TO BE
CLEANED THIS WORK TO BE PAID
FOR UNDER ROAD MAINTENANCE
EXISTING ROAD SIDE DITCH & SUMPS TO BE CLEANED
THIS WORK TO BE PAID FOR UNDER ROAD MAINTENANCE
LEGEND
PROJECT BOUNDARY
PROPERTY LINE
STREAM
EXISTING 2 FT CONTOUR
EXISTING 10 FT CONTOUR
EXISTING ROAD
PROPOSED ROAD
PROPOSED 2 FT CONTOUR
PROPOSED 10 FT CONTOUR
PROPOSED DITCH
SEDIMENT DITCH TO
BE REMOVED
AREA TO BE
REGRADED
NOTE: DITCH DETAILS CAN BE
FOUND ON DETAIL SHEET 1 PAGE 19
TOP SURFACE
COAL STOCKPILE AREA
NOTE: LIME SHALL BE APPLIED AS NEEDED DURING THE
RECLAMATION PROCESS TO NEUTRALIZE SOIL ACIDITY AND
SUPPORT VEGETATION GROWTH ON THE COAL STOCKPILE AREA.
MATERIAL EXCAVATED IN COAL STOCKPILE AREA
WILL BE USED TO BACKFILL ADJACENT HIGHWALLS.
1 1 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30
2 20+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30
PROPOSED
GROUND
EXISTING
GROUND
DITCH 1
EXISTING
GROUND
PROPOSED
GROUND
2:1 2:1
REVISIONS
DATE: ( ):BY:
TOTAL
SHT. NO.
..\..\..\..\DEP_36x24_template\DEP_36x24_TitleSheet - Standard\Dsize-TitleBlockProject\depep1.jpg
BUYER:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DEP REQ.:
WGS
WGS
CBF
601 57th STREET SE
CHARLESTON, WEST VIRGINIA 25304
OFFICE: 1-304-926-0499
OFFICE OF SPECIAL RECLAMATION
FAX: 1-304-926-0458
SCALE: 1" = 20' DATE: SEPTEMBER 2025
CROSS SECTIONS 1 & 2
WAYNE COUNTY, WEST VIRGINIA
POWDERMILL PROCESSING
PERMIT S-5027-08/U-5017-08
LOUISA QUADRANGLES
0 20 40
| Insert from: "01-PowderMill_S-5027-08_Cover Sheet.pdf" |
| Sheets and Views |
| 01-PowdwerMillCoverSheet |
| 2025-10-10T10:47:14-0400 | |
| Walter Simmons |
File details come from the government source that posted it. Updated .