SOLICITATION DOCUMENTS FILE 2_ARFQ_0313_DEP2700000001_1_AML Mcalpin (Lambert) Landslide.pdf
PDF 36 MB Posted
- Attached to
- AML - Mcalpin (Lambert) Landslide
- Solicitation number
- ARFQ 0313 DEP2700000001 1
- Issued by
- West Virginia
About this file
Summary of Solicitation Documents
This is a solicitation documents file issued by the West Virginia Department of Environmental Protection (WVDEP), Division of Land Restoration, Office of Abandoned Mine Lands (AML), for the Mcalpin (Lambert) Landslide reclamation project located in Harrison County, West Virginia near Saltwell on Shinns Run Road. The project involves comprehensive landslide remediation and mine-related subsidence mitigation on property affected by underground Pittsburgh Seam coal mining operations. The scope of work includes removal of unstable landslide material and placement into designated waste areas; installation of multiple drainage channels and culverts to manage surface water and mine discharge; installation of a horizontal directional drilling (HDD) pad for mine sealing operations; construction of access roads and site restoration; and implementation of erosion and sediment control measures. Design drawings and specifications detail approximately nine baseline cross-sections, profiles, geometric layouts, HDD profiles, boring logs, and stratiographic diagrams across 49 sheets. The project includes temporary construction elements such as a mine dewatering treatment trap and temporary drainage channels to be removed and reclaimed upon completion. Survey control points and existing site conditions maps document topographic data collected in April 2023 supplemented by survey work conducted in October 2023, December 2024, and May 2025, with a contour interval of two feet.
The design documents indicate that the contractor must manage saturated soil materials through controlled drying protocols using lifts less than one foot in depth and properly stockpile topsoil for replacement. Key drainage infrastructure includes multiple culverts (36-inch, 18-inch, and other sizes) with specified invert elevations, grouted riprap channel work, and an underdrain system. The project requires adherence to West Virginia Department of Highways temporary traffic control standards utilizing existing presidential driveways for site access under an approved MM-109 permit. Contractor responsibilities include protection and restoration of existing infrastructure, including gates, access roads, and utility lines identified from visual inspection and utility company documentation. Environmental compliance mandates daily inspection of discharge channels to prevent property damage downstream and monitoring of weather station KWVBRIDG53 on Weather Underground for precipitation tracking. The design incorporates existing mine discharge infrastructure including multiple HDPE pipes from a mine seal and existing livestock watering areas that must be maintained or restored post-construction. The issue date for the design documents is June 17, 2026, and construction must accommodate the complex hydrogeological conditions documented through multiple piezometer borings and subsurface investigation points.
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MCALPIN (LAMBERT) LANDSLIDE
AN I SEMPER L I BER IMONT
OFFICE OF ABANDONED MINE LANDS AND RECLAMATION
west virginia department of environmental protection
HAROLD D. WARD, CABINET SECRETARY
DIVISION OF LAND RESTORATION
PROJECT
LOCATION
PROJECT
LOCATION
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SHINNS RUN ROAD 707
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DODDRIDGE
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HARRISON
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DATE
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MCALPIN, NEAR SALTWELL
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JUNE
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HARRISON COUNTY, WEST VIRGINIA
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TUCKER
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PRESTON
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RALEIGH
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FAYETTE
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LOGAN
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PUTNAM
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MINGO
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CABELL
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WAYNE
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LINCOLN
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WYOMING
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BOONE
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KANAWHA
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WEBSTER
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GREENBRIER
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NICHOLAS
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CLAY
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POCAHONTAS
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PLEASANTS
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CALHOUN
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MASON
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JACKSON
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WIRT
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ROANE
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WOOD
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MONONGALIA
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GILMER
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BRAXTON
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LEWIS
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TYLER
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RITCHIE
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WETZEL
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BARBOUR
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UPSHUR
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RANDOLPH
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MARION
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HANCOCK
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MARSHALL
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OHIO
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BROOKE
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BERKELEY
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HARDY
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PENDLETON
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MINERAL
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HAMPSHIRE
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MORGAN
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JEFFERSON
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MERCER
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MONROE
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SUMMERS
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GRANT
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APPROVED
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TAYLOR
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HARRISON COUNTY HIGHWAY MAP
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LOCATION MAP
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USGS 7.5' QUAD (ROSEMONT)
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VICINITY MAP
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DESCRIPTION
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INDEX TO DRAWINGS
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COVER AND INDEX SHEET
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GENERAL INFORMATION SHEET
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COMPOSITE PLAN
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EROSION AND SEDIMENT CONTROL PLAN
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DETAILS
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PROPOSED RECLAMATION PLAN
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TAX MAP OVERLAY
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BASELINE A CROSS SECTIONS
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PROFILES
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EXISTING CONDITIONS/BOREHOLE LOCATIONS
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BASELINE B CROSS SECTIONS
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STRATIOGRAPHIC DIAGRAMS
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HORIZONTAL DIRECTIONAL DRILLING (HDD) PROFILES
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BORING LOGS
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ISSUE DATE: 06/17/2026
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SCALE: 1"=2000'
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SCALE: 1"= 1 MILE
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TEMPORARY TREATMENT TRAP PROFILE
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GEOMETRIC LAYOUT
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GM
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EXISTING GAS METER
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DI
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EXISTING DROP INLET
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EXISTING SURVEY CONTROL POINT
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EXISTING RETAINING WALL
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EXISTING FIRE HYDRANT
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EXISTING BORING (BY POTESTA)
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EXISTING OVERHEAD ELECTRIC LINE
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EXISTING MANHOLE
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D5-TM249-P28
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EXISTING TAX MAP/PARCEL LABEL
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CEC B-4
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EXISTING BORING (BY CEC IN 2015)
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PITTSBURGH COAL PAVEMENT ELEVATION (FROM WVGES)
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EDGE OF UNDERGROUND MINE WORKINGS (PITTSBURGH SEAM) (FROM WVGES)
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EXISTING FENCE
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PROPOSED BASELINE WITH STATIONING
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PROPOSED RIPRAP LINING
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PROPOSED SUPER SILT FENCE
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PROPOSED ROCK CHECK DAM
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PROPOSED EDGE OF GRAVEL
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LEGEND
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DESCRIPTION
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PROPOSED STORM PIPE/CULVERT/HDD
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PROPOSED GRASS LINING
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PROPOSED DITCH
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LIMITS OF DISTURBANCE
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PROPOSED DROP INLET
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DI
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PROPOSED ACCESS ROAD
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PROPOSED GRAVEL DRIVE REHABILITATION
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POTESTA & ASSOCIATES, INC.
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TEL: (304) 225-2245 FAX: (304) 225-2246
AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508
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AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS
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ISSUE DATE: 06/17/2026
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NOTED
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JUNE 2026
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DBS
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MCALPIN_DESIGN
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AutoCAD SHX Text WV DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF LAND RESTORATION OFFICE OF ABANDONED MINE LANDS 1000 TECHNOLOGY DRIVE - SUITE 3220 FAIRMONT, WEST VIRGINIA 26554
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GENERAL INFORMATION SHEET MCALPIN (LAMBERT) LANDSLIDE HARRISON COUNTY, WV
MAPPING ACCURACY NOTE: THE CONTOURS ON THIS MAP WERE COMPILED TO US NATIONAL MAP ACCURACY STANDARDS USING PHOTOGRAMMETRIC METHODS FROM AERIAL PHOTOGRAPHY. THE CONTOURS OF THE EXISTING MAPPING WERE MAPPED TO A 1-FOOT CONTOUR INTERVAL. IN UNOBSCURED AREAS AND ACCORDING TO THE MAP ACCURACY STANDARDS, 90% OF THE POINTS OBTAINED FROM AERIAL PHOTOGRAPHY MUST BE WITHIN ONE-HALF OF THE CONTOUR INTERVAL DEVELOPED FROM THE POINTS. FOR 1-FOOT CONTOURS, THAT MEANS THAT THE ACTUAL ELEVATION OF 90% OF THE POINTS UTILIZED TO DEVELOP MAPPING SHOULD BE WITHIN 6-INCHES ABOVE OR BELOW THE SPECIFIC 1-FOOT CONTOUR INTERVALS. CONTOURS IN DENSE WOODED OR IN AREAS MARKED AS OBSCURED ARE CONSIDERED APPROXIMATIONS OF THE ACTUAL ELEVATIONS. IT IS FOR THESE ACCURACY REASONS, THAT IT IS NOTED, THAT THE DESIGN INCLUDED HEREIN IS ALSO BASED ON THE ACCURACY OF THE MAPPING OBTAINED FOR THE PROJECT. IT IS POSSIBLE THAT WITHIN THE LIMITATION OF THE ACCURACY OF THE MAPPING, INDIVIDUAL DESIGN ELEMENTS MAY NEED TO BE SLIGHTLY ADJUSTED, EITHER HORIZONTALLY OR VERTICALLY, TO MATCH THE ACTUAL ELEVATIONS ENCOUNTERED IN THE FIELD. THESE MODIFICATIONS ARE ACCEPTABLE AS LONG AS THE ENGINEER IS NOTIFIED AND GIVEN THE OPPORTUNITY TO REVIEW THE MODIFICATION, THE INTENT OF THE DESIGN IS ACHIEVED, AND THE ADJUSTMENT DOES NOT CAUSE THE DESIGN ELEMENT TO BE RELOCATED TO AN AREA THAT IS NOT ACCEPTABLE TO THE ENGINEER, THE PROPERTY OWNER, AND/OR THE WVDEP.
SHEETS 6, 10, 14, 18, 22
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D5-TM249-P28
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D5-TM249-P28.4
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AutoCAD SHX Text N 306,500
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SHEETS 7, 11, 15, 19, 23
AutoCAD SHX Text E 1,759,500
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D5-TM249-P18
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D5-TM250-P7
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SHEETS 5, 9, 13, 17, 21
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SHEETS 4, 8, 12, 16, 20
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AutoCAD SHX Text N 308,000
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AutoCAD SHX Text N 306,500
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GRAVEL ROAD
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CONCRETE ROAD
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CONCRETE ROAD
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GRAVEL ROAD
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POTESTA & ASSOCIATES, INC.
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TEL: (304) 255-2245 FAX: (304) 225-2246
AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS
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ISSUE DATE: 06/17/2026
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NOTED
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JUNE 2026
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DBS
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TMR
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SAB
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MCALPIN_DESIGN
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COMPOSITE PLAN MCALPIN (LAMBERT) LANDSLIDE HARRISON COUNTY, WV
AutoCAD SHX Text NOTES: 1. UTILITY LINE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE (BASED ON VISUAL UTILITY LINE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE (BASED ON VISUAL OBSERVATIONS, DRAWINGS PROVIDED BY VARIOUS UTILITY COMPANIES, OR IDENTIFIED IN THE FIELD OR VERBAL COMMUNICATION PROVIDED BY VARIOUS UTILITY COMPANIES, WVDOH, ETC.) AND MAY NOT BE COMPLETE. OTHER UTILITY LINES MAY EXIST THAT ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITY LINES AHEAD OF THEIR WORK BY WHATEVER MEANS NECESSARY TO AVOID CONFLICTS WITH AND DAMAGES TO EXISTING UNDERGROUND UTILITIES. 2. PROPERTY LINES SHOWN WERE OBTAINED FROM TAX MAP DATA AND ARE APPROXIMATE. PROPERTY LINES SHOWN WERE OBTAINED FROM TAX MAP DATA AND ARE APPROXIMATE. 3. EDGE OF MINE WORKINGS SHOWN WERE OBTAINED FROM WVGES AND ARE APPROXIMATE. EDGE OF MINE WORKINGS SHOWN WERE OBTAINED FROM WVGES AND ARE APPROXIMATE. 4. PIEZOMETERS SHALL NOT BE ABANDONED OR REMOVED UNTIL DIRECTED OR APPROVED BY PIEZOMETERS SHALL NOT BE ABANDONED OR REMOVED UNTIL DIRECTED OR APPROVED BY THE ENGINEER. 5. THE APPROVED MM-109 PERMIT FOR THIS PROJECT CALLS FOR THE TEMPORARY USE OF THE APPROVED MM-109 PERMIT FOR THIS PROJECT CALLS FOR THE TEMPORARY USE OF TWO EXISTING PRESIDENTIAL DRIVEWAYS FOR SITE ACCESS, UTILIZING CASE A6 FROM THE WVDOH “MANUAL ON TEMPORARY TRAFFIC CONTROL FOR STREETS AND HIGHWAYS”.MANUAL ON TEMPORARY TRAFFIC CONTROL FOR STREETS AND HIGHWAYS”..
AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. BY KUCERA INTERNATIONAL INC. DATE OF MAPPING IS APRIL 3RD 2023. AND AS SUPPLEMENTED BY WV GIS MAPPING AND POTESTA & ASSOCIATIES, INC SURVEY CREWS. DATES OF SURVEY ARE OCTOBER 2023, DECEMBER 2024 AND MAY 2025. CONTOUR INTERVAL IS 2 FEET.
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SURVEY CONTROL POINT INFORMATION
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NORTHING
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POINT #
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EASTING
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ELEV. (FT.)
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DESCRIPTION
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AutoCAD SHX Text 306731.9587'
AutoCAD SHX Text 1758551.4042'
AutoCAD SHX Text 1257.32'
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5/8" RBCS
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AutoCAD SHX Text 306414.6015'
AutoCAD SHX Text 1758424.2223'
AutoCAD SHX Text 1266.61'
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5/8" RBCS
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AutoCAD SHX Text 306256.7876'
AutoCAD SHX Text 1758115.6635'
AutoCAD SHX Text 1259.06'
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5/8" RBCS
AutoCAD SHX Text WV DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF LAND RESTORATION OFFICE OF ABANDONED MINE LANDS 1000 TECHNOLOGY DRIVE - SUITE 3220 FAIRMONT, WEST VIRGINIA 26554
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N 307,500
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AutoCAD SHX Text E 1,758,000
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AutoCAD SHX Text E 1,758,500
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D5-TM249-P18
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D5-TM249-P28.3
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SHINNS RUN ROAD CR 707
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text N 307,750
AutoCAD SHX Text E 1,757,750
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HOUSE
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EXISTING GROUTED RIPRAP CHANNEL
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EXISTING GRAVEL ROAD (310 L.F.)
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EXISTING CONCRETE ROAD (360 L.F.)
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EXISTING GRAVEL ROAD (255 L.F.)
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GRAVEL ROAD
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CONCRETE ROAD
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CONCRETE ROAD
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GRAVEL ROAD
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HOUSE
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SHED
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SALTWELL ROAD SR 131
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SEE DRAWING 2 FOR OWNER SPECIFIC REQUIREMENTS FOR THIS PARCEL
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POTESTA & ASSOCIATES, INC.
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MAPPING REFERENCE:
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GRAPHIC SCALE
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TEL: (304) 255-2245 FAX: (304) 225-2246
AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS
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ISSUE DATE: 06/17/2026
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NOTED
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JUNE 2026
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DBS
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TMR
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SAB/RGL
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MCALPIN_DESIGN
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MATCH LINE SEE SHEET 6
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MATCH LINE SEE SHEET 5
AutoCAD SHX Text WV DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF LAND RESTORATION OFFICE OF ABANDONED MINE LANDS 1000 TECHNOLOGY DRIVE - SUITE 3220 FAIRMONT, WEST VIRGINIA 26554
AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. BY KUCERA INTERNATIONAL INC. DATE OF MAPPING IS APRIL 3RD 2023. AND AS SUPPLEMENTED BY WV GIS MAPPING AND POTESTA & ASSOCIATIES, INC SURVEY CREWS. DATES OF SURVEY ARE OCTOBER 2023, DECEMBER 2024 AND MAY 2025. CONTOUR INTERVAL IS 2 FEET.
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EXISTING GATE (6-BAR STEEL TUBE GATE 16FT BY 50-INCH)
EXISTING CONDITIONS/BOREHOLE LOCATIONS MCALPIN (LAMBERT) LANDSLIDE HARRISON COUNTY, WV
N 307,250
AutoCAD SHX Text N 307,500
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text E 1,759,000
AutoCAD SHX Text N 307,750
AutoCAD SHX Text E 1,759,250
AutoCAD SHX Text
D5-TM250-P7
AutoCAD SHX Text
D5-TM249-P18
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text N 307,750
AutoCAD SHX Text N 307,500
AutoCAD SHX Text N 307,250
AutoCAD SHX Text E 1,759,250
AutoCAD SHX Text E 1,759,000
AutoCAD SHX Text N 308,000
AutoCAD SHX Text E 1,759,500
AutoCAD SHX Text E 1,759,500
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
LIMITS OF SURVEYED TOPOGRAPHICAL DATA
AutoCAD SHX Text
EXISTING WET AREA
AutoCAD SHX Text
EXISTING GATE (NOT TO BE USED)
AutoCAD SHX Text
EXISTING 15" CPP CULVERT
AutoCAD SHX Text
EXISTING 12" PVC PIPES FROM MINE SEAL (APPROXIMATE LOCATION)
AutoCAD SHX Text
EXISTING GROUTED RIPRAP CHANNEL
AutoCAD SHX Text
EXISTING GRAVEL CROSSING WITH CULVERT
AutoCAD SHX Text
EXISTING GRAVEL ROAD (255 L.F.)
AutoCAD SHX Text
LIMITS OF SURVEYED TOPOGRAPHICAL DATA
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
GRAVEL ROAD
AutoCAD SHX Text
TRAILER
AutoCAD SHX Text APPROXIMATE EDGE OF UNDERGROUND MINE WORKINGS (PITTSBURGH SEAM) MINE ID: 904967C MINE NAME UNKNOWN
AutoCAD SHX Text
POTESTA & ASSOCIATES, INC.
AutoCAD SHX Text
MAPPING REFERENCE:
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text Project No.
AutoCAD SHX Text Date:
AutoCAD SHX Text Scale:
AutoCAD SHX Text Drawn
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text CAD File No.
AutoCAD SHX Text Revision
AutoCAD SHX Text Date
AutoCAD SHX Text No.
AutoCAD SHX Text
TEL: (304) 255-2245 FAX: (304) 225-2246
AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS
AutoCAD SHX Text Eng.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISSUE DATE: 06/17/2026
AutoCAD SHX Text
NOTED
AutoCAD SHX Text 22-0181-300
AutoCAD SHX Text
JUNE 2026
AutoCAD SHX Text
DBS
AutoCAD SHX Text
TMR
AutoCAD SHX Text
SAB/RGL
AutoCAD SHX Text
MCALPIN_DESIGN
AutoCAD SHX Text Client
AutoCAD SHX Text Title
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text
MATCH LINE SEE SHEET 6
AutoCAD SHX Text
MATCH LINE SEE SHEET 4
AutoCAD SHX Text WV DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF LAND RESTORATION OFFICE OF ABANDONED MINE LANDS 1000 TECHNOLOGY DRIVE - SUITE 3220 FAIRMONT, WEST VIRGINIA 26554
AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. BY KUCERA INTERNATIONAL INC. DATE OF MAPPING IS APRIL 3RD 2023. AND AS SUPPLEMENTED BY WV GIS MAPPING AND POTESTA & ASSOCIATIES, INC SURVEY CREWS. DATES OF SURVEY ARE OCTOBER 2023, DECEMBER 2024 AND MAY 2025. CONTOUR INTERVAL IS 2 FEET.
AutoCAD SHX Text EXISTING CONDITIONS/BOREHOLE LOCATIONS MCALPIN (LAMBERT) LANDSLIDE HARRISON COUNTY, WV
EXISTING CONCRETE ROAD (360 L.F.)
AutoCAD SHX Text N 307,250
AutoCAD SHX Text N 307,000
AutoCAD SHX Text N 306,750
AutoCAD SHX Text N 306,750
AutoCAD SHX Text N 307,000
AutoCAD SHX Text N 307,250
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text E 1,759,000
AutoCAD SHX Text E 1,759,000
AutoCAD SHX Text
D5-TM249-P28.4
AutoCAD SHX Text
D5-TM249-P28.3
AutoCAD SHX Text
D5-TM249-P28.1
AutoCAD SHX Text
D5-TM249-P18
AutoCAD SHX Text
D5-TM249-P28
AutoCAD SHX Text
D5-TM249-P28.2
AutoCAD SHX Text
SHINNS RUN ROAD CR 707
AutoCAD SHX Text
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text
EXISTING GATE (6-BAR TUBE STEEL GATE 16FT BY 50-INCH)
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
POOL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
PAVED
AutoCAD SHX Text APPROXIMATE EDGE OF UNDERGROUND MINE WORKINGS (PITTSBURGH SEAM) MINE ID: 904967C MINE NAME UNKNOWN
AutoCAD SHX Text
EXISTING TEXAS CROSSING
AutoCAD SHX Text
EXISTING GROUTED RIPRAP CHANNELS
AutoCAD SHX Text
EXISTING SEEPS
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
BARN
AutoCAD SHX Text
GAZEBO
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
SHED
AutoCAD SHX Text
SHED
AutoCAD SHX Text
BARN
AutoCAD SHX Text
SHED
AutoCAD SHX Text
EXISTING 30" HDPE
AutoCAD SHX Text
EXISTING 48" HDPE
AutoCAD SHX Text EXISTING FENCE (5-STRAND BARBED WIRE WITH 6-INCH ROUND WOODEN POSTS EXTENDING FOR 10-FT ON BOTH SIDES OF GATE, THEN DETERIORATED 3-STRAND BARBED WIRE BEYOND 10-FT FROM GATE)
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
EXISTING 36" HDPE
AutoCAD SHX Text
EXISTING GATE
AutoCAD SHX Text
EXISTING 36" PIPE
AutoCAD SHX Text
2 EXISTING 12" PVC PIPES FROM EXISTING MINE SEAL (APPROXIMATE LOCATION)
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
EXISTING 18" HDPE PIPE FROM MINE SEAL
AutoCAD SHX Text
EXISTING 18" HDPE PIPE
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING MANHOLE AS SHOWN ON AS-BUILT DRAWINGS BY SOLID ROCK EXCAVATING DATED JULY 2021 (NOT FOUND BY POTESTA SURVEY)
AutoCAD SHX Text S
AutoCAD SHX Text
LIMITS OF SURVEYED TOPOGRAPHICAL DATA
AutoCAD SHX Text
EXISTING GROUTED RIPRAP CHANNEL
AutoCAD SHX Text
EXISTING GROUTED RIPRAP CHANNEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
SEE DRAWING 2 FOR OWNER SPECIFIC REQUIREMENTS FOR THIS PARCEL
AutoCAD SHX Text
EXISTING FENCE
AutoCAD SHX Text
POTESTA & ASSOCIATES, INC.
AutoCAD SHX Text
MAPPING REFERENCE:
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text Project No.
AutoCAD SHX Text Date:
AutoCAD SHX Text Scale:
AutoCAD SHX Text Drawn
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text CAD File No.
AutoCAD SHX Text Revision
AutoCAD SHX Text Date
AutoCAD SHX Text No.
AutoCAD SHX Text
TEL: (304) 255-2245 FAX: (304) 225-2246
AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS
AutoCAD SHX Text Eng.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISSUE DATE: 06/17/2026
AutoCAD SHX Text
NOTED
AutoCAD SHX Text 22-0181-300
AutoCAD SHX Text
JUNE 2026
AutoCAD SHX Text
DBS
AutoCAD SHX Text
TMR
AutoCAD SHX Text
SAB
AutoCAD SHX Text
MCALPIN_DESIGN
AutoCAD SHX Text Client
AutoCAD SHX Text Title
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text
MATCH LINE SEE SHEET 7
AutoCAD SHX Text EXISTING CONDITIONS/BOREHOLE LOCATIONS MCALPIN (LAMBERT) LANDSLIDE HARRISON COUNTY, WV
AutoCAD SHX Text WV DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF LAND RESTORATION OFFICE OF ABANDONED MINE LANDS 1000 TECHNOLOGY DRIVE - SUITE 3220 FAIRMONT, WEST VIRGINIA 26554
AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. BY KUCERA INTERNATIONAL INC. DATE OF MAPPING IS APRIL 3RD 2023. AND AS SUPPLEMENTED BY WV GIS MAPPING AND POTESTA & ASSOCIATIES, INC SURVEY CREWS. DATES OF SURVEY ARE OCTOBER 2023, DECEMBER 2024 AND MAY 2025. CONTOUR INTERVAL IS 2 FEET.
AutoCAD SHX Text
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 5
N 306,750
AutoCAD SHX Text N 306,250
AutoCAD SHX Text N 306,000
AutoCAD SHX Text N 306,250
AutoCAD SHX Text N 306,500
AutoCAD SHX Text N 306,500
AutoCAD SHX Text N 306,750
AutoCAD SHX Text E 1,757,500
AutoCAD SHX Text E 1,757,750
AutoCAD SHX Text E 1,757,750
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text
D5-TM249-P28
AutoCAD SHX Text
D5-TM249-P28.2
AutoCAD SHX Text
D5-TM249-P34.1
AutoCAD SHX Text
D5-TM249-P34.4
AutoCAD SHX Text
D5-TM249-P34
AutoCAD SHX Text
D5-TM249-P28.4
AutoCAD SHX Text
CEC B-1
AutoCAD SHX Text
CEC B-2
AutoCAD SHX Text
CEC B-3
AutoCAD SHX Text
CEC B-4
AutoCAD SHX Text
B-5 (PIEZOMETER)
AutoCAD SHX Text
B-6 (PIEZOMETER)
AutoCAD SHX Text B-1
AutoCAD SHX Text B-2
AutoCAD SHX Text B-3
AutoCAD SHX Text B-4
AutoCAD SHX Text B-8
AutoCAD SHX Text B-7
AutoCAD SHX Text
SHINNS RUN ROAD CR 707
AutoCAD SHX Text
B-11 (PIEZOMETER)
AutoCAD SHX Text B-10
AutoCAD SHX Text B-9
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LIMITS OF EXISTING LANDSLIDE
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
EXISTING LIVESTOCK WATERING AREA
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
EXISTING 30" HDPE
AutoCAD SHX Text
EXISTING GROUTED RIPRAP CHANNEL
AutoCAD SHX Text
EXISTING GROUTED RIPRAP CHANNEL
AutoCAD SHX Text
EXISTING TEXAS CROSSING
AutoCAD SHX Text
EXISTING NATURAL DRAINAGE CHANNEL
AutoCAD SHX Text
EXISTING 15" CULVERT
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
2 EXISTING 12" PVC PIPES FROM MINE SEAL
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
EXISTING DOG KENNELS
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
SHED
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text APPROXIMATE EDGE OF UNDERGROUND MINE WORKINGS (PITTSBURGH SEAM) MINE ID: 904967C MINE NAME UNKNOWN
AutoCAD SHX Text
POTESTA & ASSOCIATES, INC.
AutoCAD SHX Text
MAPPING REFERENCE:
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text Project No.
AutoCAD SHX Text Date:
AutoCAD SHX Text Scale:
AutoCAD SHX Text Drawn
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text CAD File No.
AutoCAD SHX Text Revision
AutoCAD SHX Text Date
AutoCAD SHX Text No.
AutoCAD SHX Text
TEL: (304) 255-2245 FAX: (304) 225-2246
AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS
AutoCAD SHX Text Eng.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISSUE DATE: 06/17/2026
AutoCAD SHX Text
NOTED
AutoCAD SHX Text 22-0181-300
AutoCAD SHX Text
JUNE 2026
AutoCAD SHX Text
DBS
AutoCAD SHX Text
TMR
AutoCAD SHX Text
SAB
AutoCAD SHX Text
MCALPIN_DESIGN
AutoCAD SHX Text Client
AutoCAD SHX Text Title
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text
MATCH LINE SEE SHEET 6
AutoCAD SHX Text EXISTING CONDITIONS/BOREHOLE LOCATIONS MCALPIN (LAMBERT) LANDSLIDE HARRISON COUNTY, WV
AutoCAD SHX Text WV DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF LAND RESTORATION OFFICE OF ABANDONED MINE LANDS 1000 TECHNOLOGY DRIVE - SUITE 3220 FAIRMONT, WEST VIRGINIA 26554
BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. BY KUCERA INTERNATIONAL INC. DATE OF MAPPING IS APRIL 3RD 2023. AND AS SUPPLEMENTED BY WV GIS MAPPING AND POTESTA & ASSOCIATIES, INC SURVEY CREWS. DATES OF SURVEY ARE OCTOBER 2023, DECEMBER 2024 AND MAY 2025. CONTOUR INTERVAL IS 2 FEET.
AutoCAD SHX Text N 307,500
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text
D5-TM249-P18
AutoCAD SHX Text
D5-TM249-P28.3
AutoCAD SHX Text
SHINNS RUN ROAD CR 707
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text N 307,750
AutoCAD SHX Text E 1,757,750
AutoCAD SHX Text E 1,757,750
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text N 307,750
AutoCAD SHX Text N 308,250
AutoCAD SHX Text N 308,000
AutoCAD SHX Text N 308,000
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
BEGIN ACCESS ROAD A
AutoCAD SHX Text
BEGIN PROPOSED SITE ACCESS ROAD A
AutoCAD SHX Text CONTRACTOR TO REPLACE EXISTING CONCRETE PORTION OF ACCESS ROAD AFTER CONSTRUCTION
AutoCAD SHX Text CONTRACTOR TO MAINTAIN EXISTING GRAVEL ACCESS ROAD DURING CONSTRUCTION, AND REHABILITATE GRAVEL ACCESS ROAD AFTER CONSTRUCTION BY GRADING AND ADDING ADDITIONAL 1 1/2" CRUSHER RUN AGGREGATE
AutoCAD SHX Text
EXISTING GROUTED RIPRAP CHANNEL
AutoCAD SHX Text
EXISTING GRAVEL ROAD (310 L.F.)
AutoCAD SHX Text
EXISTING CONCRETE ROAD (360 L.F.)
AutoCAD SHX Text
EXISTING GRAVEL ROAD (255 L.F.)
AutoCAD SHX Text
GRAVEL ROAD
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
GRAVEL ROAD
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
SHED
AutoCAD SHX Text
SALTWELL ROAD SR 131
AutoCAD SHX Text
ACCESS ROAD A STA. 10+59.11 = ACCESS ROAD B STA. 0+00
AutoCAD SHX Text CONTRACTOR TO MAINTAIN GRAVEL ACCESS ROAD DURING CONSTRUCTION, AND REHABILITATE GRAVEL ACCESS ROAD AFTER CONSTRUCTION BY GRADING AND ADDING ADDITIONAL 1 1/2" CRUSHER RUN AGGREGATE
AutoCAD SHX Text
ACCESS ROAD A
AutoCAD SHX Text
CONTRACTOR TO REPLACE EXISTING GATE IF DAMAGED DURING CONSTRUCTION
AutoCAD SHX Text IF DAMAGED DURING CONSTRUCTION, CONTRACTOR TO REHABILITATE EXISTING ASPHALT PAVEMENT AFTER CONSTRUCTION BY MILLING 1 INCH DEPTH OF ASPHALT AND REPLACING WITH MAXIMUM 2.5 INCHES OF WEARING COURSE
AutoCAD SHX Text
SEE DRAWING 2 FOR OWNER SPECIFIC REQUIREMENTS FOR THIS PARCEL
AutoCAD SHX Text
3/4" REBAR FOUND
AutoCAD SHX Text
3/4" REBAR FOUND
AutoCAD SHX Text
POTESTA & ASSOCIATES, INC.
AutoCAD SHX Text
MAPPING REFERENCE:
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text Project No.
AutoCAD SHX Text Date:
AutoCAD SHX Text Scale:
AutoCAD SHX Text Drawn
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text CAD File No.
AutoCAD SHX Text Revision
AutoCAD SHX Text Date
AutoCAD SHX Text No.
AutoCAD SHX Text
TEL: (304) 255-2245 FAX: (304) 225-2246
AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS
AutoCAD SHX Text Eng.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISSUE DATE: 06/17/2026
AutoCAD SHX Text
NOTED
AutoCAD SHX Text 22-0181-300
AutoCAD SHX Text
JUNE 2026
AutoCAD SHX Text
DBS
AutoCAD SHX Text
TMR
AutoCAD SHX Text
SAB
AutoCAD SHX Text
MCALPIN_DESIGN
AutoCAD SHX Text Client
AutoCAD SHX Text Title
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text
PROPOSED RECLAMATION PLAN MCALPIN (LAMBERT) LANDSLIDE HARRISON COUNTY, WV
AutoCAD SHX Text
MATCH LINE SEE SHEET 10
AutoCAD SHX Text
MATCH LINE SEE SHEET 9
AutoCAD SHX Text WV DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF LAND RESTORATION OFFICE OF ABANDONED MINE LANDS 1000 TECHNOLOGY DRIVE - SUITE 3220 FAIRMONT, WEST VIRGINIA 26554
AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. BY KUCERA INTERNATIONAL INC. DATE OF MAPPING IS APRIL 3RD 2023. AND AS SUPPLEMENTED BY WV GIS MAPPING AND POTESTA & ASSOCIATIES, INC SURVEY CREWS. DATES OF SURVEY ARE OCTOBER 2023, DECEMBER 2024 AND MAY 2025. CONTOUR INTERVAL IS 2 FEET.
EXISTING GATE (6-BAR STEEL TUBE GATE 16FT BY 50-INCH)
AutoCAD SHX Text N 307,500
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text E 1,759,000
AutoCAD SHX Text N 307,750
AutoCAD SHX Text E 1,759,250
AutoCAD SHX Text
D5-TM250-P7
AutoCAD SHX Text
D5-TM249-P18
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text N 307,750
AutoCAD SHX Text N 307,500
AutoCAD SHX Text N 307,250
AutoCAD SHX Text E 1,759,250
AutoCAD SHX Text E 1,759,000
AutoCAD SHX Text N 308,000
AutoCAD SHX Text E 1,759,500
AutoCAD SHX Text E 1,759,500
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
LIMITS OF SURVEYED TOPOGRAPHICAL DATA
AutoCAD SHX Text
EXISTING WET AREA
AutoCAD SHX Text
EXISTING GATE (NOT TO BE USED)
AutoCAD SHX Text
EXISTING 15" CPP CULVERT
AutoCAD SHX Text
EXISTING 12" PVC PIPES FROM MINE SEAL (APPROXIMATE LOCATION)
AutoCAD SHX Text
BEGIN ACCESS ROAD A
AutoCAD SHX Text CONTRACTOR TO REPLACE EXISTING CONCRETE PORTION OF ACCESS ROAD AFTER CONSTRUCTION
AutoCAD SHX Text
ACCESS ROAD B (TO REMAIN AFTER CONSTRUCTION)
AutoCAD SHX Text
CHANNEL B
AutoCAD SHX Text
END CHANNEL B
AutoCAD SHX Text
BEGIN CHANNEL B
AutoCAD SHX Text
ACCESS ROAD B (TO REMAIN AFTER CONSTRUCTION)
AutoCAD SHX Text
END ACCESS ROAD B
AutoCAD SHX Text
EXISTING GROUTED RIPRAP CHANNEL
AutoCAD SHX Text
EXISTING GRAVEL CROSSING WITH CULVERT
AutoCAD SHX Text
EXISTING GRAVEL ROAD (255 L.F.)
AutoCAD SHX Text
LIMITS OF SURVEYED TOPOGRAPHICAL DATA
AutoCAD SHX Text
CONCRETE ROAD
AutoCAD SHX Text
GRAVEL ROAD
AutoCAD SHX Text
TRAILER
AutoCAD SHX Text
NO CUT OR FILL IN THIS AREA
AutoCAD SHX Text
BEGIN ACCESS ROAD B
AutoCAD SHX Text
ACCESS ROAD A STA. 10+59.11 = ACCESS ROAD B STA. 0+00
AutoCAD SHX Text CONTRACTOR TO MAINTAIN GRAVEL ACCESS ROAD DURING CONSTRUCTION, AND REHABILITATE GRAVEL ACCESS ROAD AFTER CONSTRUCTION BY GRADING AND ADDING ADDITIONAL 1 1/2" CRUSHER RUN AGGREGATE
AutoCAD SHX Text APPROXIMATE EDGE OF UNDERGROUND MINE WORKINGS (PITTSBURGH SEAM) MINE ID: 904967C MINE NAME UNKNOWN
AutoCAD SHX Text
POTESTA & ASSOCIATES, INC.
AutoCAD SHX Text
MAPPING REFERENCE:
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text Project No.
AutoCAD SHX Text Date:
AutoCAD SHX Text Scale:
AutoCAD SHX Text Drawn
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text CAD File No.
AutoCAD SHX Text Revision
AutoCAD SHX Text Date
AutoCAD SHX Text No.
AutoCAD SHX Text
TEL: (304) 255-2245 FAX: (304) 225-2246
AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS
AutoCAD SHX Text Eng.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISSUE DATE: 06/17/2026
AutoCAD SHX Text
NOTED
AutoCAD SHX Text 22-0181-300
AutoCAD SHX Text
JUNE 2026
AutoCAD SHX Text
DBS
AutoCAD SHX Text
TMR
AutoCAD SHX Text
SAB
AutoCAD SHX Text
MCALPIN_DESIGN
AutoCAD SHX Text Client
AutoCAD SHX Text Title
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text
PROPOSED RECLAMATION PLAN MCALPIN (LAMBERT) LANDSLIDE HARRISON COUNTY, WV
AutoCAD SHX Text
MATCH LINE SEE SHEET 10
AutoCAD SHX Text
MATCH LINE SEE SHEET 8
AutoCAD SHX Text
EXISTING ROAD PROPOSED SITE ACCESS
AutoCAD SHX Text WV DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF LAND RESTORATION OFFICE OF ABANDONED MINE LANDS 1000 TECHNOLOGY DRIVE - SUITE 3220 FAIRMONT, WEST VIRGINIA 26554
BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. BY KUCERA INTERNATIONAL INC. DATE OF MAPPING IS APRIL 3RD 2023. AND AS SUPPLEMENTED BY WV GIS MAPPING AND POTESTA & ASSOCIATIES, INC SURVEY CREWS. DATES OF SURVEY ARE OCTOBER 2023, DECEMBER 2024 AND MAY 2025. CONTOUR INTERVAL IS 2 FEET.
AutoCAD SHX Text N 307,250
AutoCAD SHX Text N 307,000
AutoCAD SHX Text N 306,750
AutoCAD SHX Text N 306,750
AutoCAD SHX Text N 307,000
AutoCAD SHX Text N 307,250
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text E 1,758,750
AutoCAD SHX Text E 1,759,000
AutoCAD SHX Text E 1,759,000
AutoCAD SHX Text
D5-TM249-P28.4
AutoCAD SHX Text
D5-TM249-P28.3
AutoCAD SHX Text
D5-TM249-P28.1
AutoCAD SHX Text
D5-TM249-P18
AutoCAD SHX Text
D5-TM249-P28
AutoCAD SHX Text
D5-TM249-P28.2
AutoCAD SHX Text
SHINNS RUN ROAD CR 707
AutoCAD SHX Text
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text
EXISTING GATE (6-BAR TUBE STEEL GATE 16FT BY 50-INCH)
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
POOL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
PAVED
AutoCAD SHX Text APPROXIMATE EDGE OF UNDERGROUND MINE WORKINGS (PITTSBURGH SEAM) MINE ID: 904967C MINE NAME UNKNOWN
AutoCAD SHX Text
EXISTING TEXAS CROSSING
AutoCAD SHX Text
EXISTING GROUTED RIPRAP CHANNELS
AutoCAD SHX Text
EXISTING SEEPS
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
BARN
AutoCAD SHX Text
GAZEBO
AutoCAD SHX Text
HOUSE
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GARAGE
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SHED
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SHED
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BARN
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SHED
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EXISTING 30" HDPE
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EXISTING 48" HDPE
AutoCAD SHX Text EXISTING FENCE (5-STRAND BARBED WIRE WITH 6-INCH ROUND WOODEN POSTS EXTENDING FOR 10-FT ON BOTH SIDES OF GATE, THEN DETERIORATED 3-STRAND BARBED WIRE BEYOND 10-FT FROM GATE)
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HOUSE
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EXISTING 36" HDPE
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EXISTING GATE
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EXISTING 36" PIPE
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2 EXISTING 12" PVC PIPES FROM EXISTING MINE SEAL (APPROXIMATE LOCATION)
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GARAGE
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EXISTING 18" HDPE PIPE FROM MINE SEAL
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EXISTING 18" HDPE PIPE
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BASELINE A
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PROPOSED UNDERDRAIN (SEE DRAWING 24 FOR PROFILE)
AutoCAD SHX Text REMOVE EXISTING TEXAS CROSSING A AND INSTALL 36" HDPE CULVERT. RECONSTRUCT ACCESS ROAD A PER PROFILE (SEE DRAWING 24 FOR PROFILE)
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BEGIN BASELINE A STA. 0+00 N = 307288.03 E = 1758233.46
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END BASELINE A STA. 2+78.41 N = 307051.68 E = 1758086.33
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END BASELINE B STA. 9+00 N = 306730.96 E = 1758641.26
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BEGIN ACCESS ROAD A
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PROTECT EXISTING GATE
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PROPOSED SITE ACCESS
AutoCAD SHX Text THE LOCATION OF THIS UNDERDRAIN IS BASED ON SURVEY OF WET AREAS DURING THE DESIGN PROCESS. THE ACTUAL LOCATION MAY REQUIRE FIELD ADJUSTMENT AT THE TIME OF CONSTRUCTION, AS APPROVED BY THE ENGINEER.
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CULVERT A INV. IN = 1249.98' INV. OUT = 1249.07'
AutoCAD SHX Text BEGIN TEXAS CROSSING A REMOVAL STA. 15+00 N = 306899.88 E = 1758627.89 ELEV = 1257.70'
AutoCAD SHX Text END TEXAS CROSSING A REMOVAL STA. 16+75.17 N = 306754.25 E = 1758531.27 ELEV = 1258.09'
AutoCAD SHX Text THE MATERIAL WITHIN THE LANDSLIDE AREA SHALL BE PLACED IN THE DESIGNATED WASTE AREA, TOP SOIL SHALL BE STRIPPED AND TEMPORARILY STORED. THE MATERIAL SHALL BE SPREAD OUT IN LIFTS LESS THAN 1 FOOT IN DEPTH TO ALLOW DRYING OF SATURATED SOILS. TOP SOIL SHALL BE REPLACED OVER THE WASTE MATERIAL.
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ACCESS ROAD A (TO REMAIN AFTER CONSTRUCTION)
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ACCESS ROAD A (TO REMAIN AFTER CONSTRUCTION)
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ACCESS ROAD B (TO REMAIN AFTER CONSTRUCTION)
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING MANHOLE AS SHOWN ON AS-BUILT DRAWINGS BY SOLID ROCK EXCAVATING DATED JULY 2021 (NOT FOUND BY POTESTA SURVEY)
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LIMITS OF SURVEYED TOPOGRAPHICAL DATA
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BEGIN ACCESS ROAD B
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EXISTING GROUTED RIPRAP CHANNEL
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EXISTING GROUTED RIPRAP CHANNEL
AutoCAD SHX Text CONTRACTOR TO MAINTAIN EXISTING GRAVEL ACCESS ROAD DURING CONSTRUCTION, AND REHABILITATE GRAVEL ACCESS ROAD AFTER CONSTRUCTION BY GRADING AND ADDING ADDITIONAL 1 1/2" CRUSHER RUN AGGREGATE
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GRAVEL
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END CHANNEL E
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END CHANNEL H
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CHANNEL E
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CHANNEL H
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ACCESS ROAD A STA. 10+59.11 = ACCESS ROAD B STA. 0+00
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LANDSLIDE MATERIAL STORAGE/WASTE AREA
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CULVERT A
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GRAVEL
AutoCAD SHX Text NO COORDINATES OR ALIGNMENT IS PROVIDED FOR CHANNEL E FROM STA. 4+00 TO ITS END. THIS CHANNEL IS TO BE INSTALLED DURING PLACEMENT OF FILL MATERIAL ON A DAILY SCHEDULE TO DIVERT SURFACE WATER AWAY FROM FILL AREA. AS THE FILL HEIGHT PROGRESSES, THE CHANNEL LOCATION WILL FOLLOW THE INTERFACE BETWEEN FILL MATERIAL AND EXISTING GROUND AND WILL RAISE IN ELEVATION TO MATCH THE ELEVATION OF THE FILL MATERIAL. CHANNEL E'S FINAL LOCATION IS TO BE ALONG THE INTERFACE OF THE PLACED FILL MATERIAL AND EXISTING GROUND ONCE ALL FILL MATERIAL HAS BEEN PLACED.
AutoCAD SHX Text GROUTED RIPRAP CHANNEL IS TO BE REMOVED AS NECESSARY TO FACILITATE TEXAS CROSSING A REMOVAL AND CULVERT A INSTALLATION. CULVERT A IS TO DISCHARGE ONTO THE EXISTING GROUTED RIPRAP CHANNEL. UPPER END OF CULVERT SHALL INCLUDE A GROUTED APRON TO BLEND INTO EXISTING GROUTED RIPRAP CHANNEL THAT REMAINS AND PROVIDE POSITIVE DRAINAGE INTO CULVERT A.
AutoCAD SHX Text CONTRACTOR TO MAINTAIN EXISTING GRAVEL ACCESS ROAD DURING CONSTRUCTION, AND REHABILITATE GRAVEL ACCESS ROAD AFTER CONSTRUCTION BY GRADING AND ADDING ADDITIONAL 1 1/2" CRUSHER RUN AGGREGATE
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CONTRACTOR TO REPLACE EXISTING GATE IF DAMAGED DURING CONSTRUCTION
AutoCAD SHX Text 11%
AutoCAD SHX Text NO COORDINATES OR ALIGNMENT IS PROVIDED FOR CHANNEL E FROM STA. 4+00 TO ITS END. THIS CHANNEL IS TO BE INSTALLED DURING PLACEMENT OF FILL MATERIAL ON A DAILY SCHEDULE TO DIVERT SURFACE WATER AWAY FROM FILL AREA. AS THE FILL HEIGHT PROGRESSES, THE CHANNEL LOCATION WILL FOLLOW THE INTERFACE BETWEEN FILL MATERIAL AND EXISTING GROUND AND WILL RAISE IN ELEVATION TO MATCH THE ELEVATION OF THE FILL MATERIAL. CHANNEL E'S FINAL LOCATION IS TO BE ALONG THE INTERFACE OF THE PLACED FILL MATERIAL AND EXISTING GROUND ONCE ALL FILL MATERIAL HAS BEEN PLACED.
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SEE DRAWING 2 FOR OWNER SPECIFIC REQUIREMENTS FOR THIS PARCEL
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EXISTING FENCE
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FENCE POST FOUND
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POTESTA & ASSOCIATES, INC.
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MAPPING REFERENCE:
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GRAPHIC SCALE
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AutoCAD SHX Text Approved
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TEL: (304) 255-2245 FAX: (304) 225-2246
AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508
AutoCAD SHX Text E-Mail Address: potesta@potesta.com
AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS
AutoCAD SHX Text Eng.
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ISSUE DATE: 06/17/2026
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NOTED
AutoCAD SHX Text 22-0181-300
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JUNE 2026
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DBS
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TMR
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SAB
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MCALPIN_DESIGN
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AutoCAD SHX Text Drawing No.
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MATCH LINE SEE SHEET 11
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PROPOSED RECLAMATION PLAN MCALPIN (LAMBERT) LANDSLIDE HARRISON COUNTY, WV
AutoCAD SHX Text WV DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF LAND RESTORATION OFFICE OF ABANDONED MINE LANDS 1000 TECHNOLOGY DRIVE - SUITE 3220 FAIRMONT, WEST VIRGINIA 26554
AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING AS PROVIDED TO POTESTA & ASSOCIATES, INC. BY KUCERA INTERNATIONAL INC. DATE OF MAPPING IS APRIL 3RD 2023. AND AS SUPPLEMENTED BY WV GIS MAPPING AND POTESTA & ASSOCIATIES, INC SURVEY CREWS. DATES OF SURVEY ARE OCTOBER 2023, DECEMBER 2024 AND MAY 2025. CONTOUR INTERVAL IS 2 FEET.
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MATCH LINE SEE SHEET 8
MATCH LINE SEE SHEET 9
HDD A
HDD B
AutoCAD SHX Text N 306,750
AutoCAD SHX Text N 306,250
AutoCAD SHX Text N 306,000
AutoCAD SHX Text N 306,250
AutoCAD SHX Text N 306,500
AutoCAD SHX Text N 306,500
AutoCAD SHX Text N 306,750
AutoCAD SHX Text E 1,757,500
AutoCAD SHX Text E 1,757,750
AutoCAD SHX Text E 1,757,750
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,000
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,250
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,500
AutoCAD SHX Text E 1,758,750
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D5-TM249-P28
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D5-TM249-P28.2
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D5-TM249-P34.1
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D5-TM249-P34.4
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D5-TM249-P34
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D5-TM249-P28.4
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CEC B-1
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CEC B-2
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CEC B-3
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CEC B-4
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B-5 (PIEZOMETER)
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B-6 (PIEZOMETER)
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SHINNS RUN ROAD CR 707
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B-11 (PIEZOMETER)
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AutoCAD SHX Text B-9
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LIMITS OF EXISTING LANDSLIDE
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GRAVEL
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EXISTING LIVESTOCK WATERING AREA
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PAVED
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EXISTING 30" HDPE
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EXISTING GROUTED RIPRAP CHANNEL
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EXISTING GROUTED RIPRAP CHANNEL
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EXISTING TEXAS CROSSING
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EXISTING NATURAL DRAINAGE CHANNEL
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EXISTING 15" CULVERT
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GARAGE
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2 EXISTING 12" PVC PIPES FROM MINE SEAL
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GARAGE
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HOUSE
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EXISTING DOG KENNELS
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HOUSE
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SHED
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BASELINE B
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END BASELINE B STA. 9+00 N = 306730.96 E = 1758641.26
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BEGIN BASELINE B STA. 0+00 N = 306150.26 E = 1757953.66
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MAINTAIN EXISTING LIVESTOCK WATERING AREA (TO BE LEFT AFTER CONSTRUCTION)
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REMOVE EXISTING TEXAS CROSSING B AND REPLACE WITH 18" CULVERT
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HDD PAD ACCESS ROAD TO REMAIN AFTER CONSTRUCTION
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APPROXIMATE PITTSBURGH OUTCROP (FROM WVGES)
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CHANNEL A
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BEGIN HDD PAD ACCESS ROAD
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END HDD PAD ACCESS ROAD
AutoCAD SHX Text HDD TARGET POINT N = 306103.84 E = 1758313.70 SURFACE ELEV = 1322.19' TARGET ELEV = 1238.09' ENCOUNTERED 14' MINE VOID HERE (FALL 2023)
AutoCAD SHX Text HDD TARGET POINT N = 306262.08 E = 1758585.55 SURFACE ELEV = 1330.48' TARGET ELEV = 1243.50' ENCOUNTERED 3.5' OPEN VOID (FALL 2023)
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LANDSLIDE MATERIAL STORAGE/WASTE AREA
AutoCAD SHX Text CHANNEL D: CLEAN OUT AND RECONSTRUCT 100 FT OF EXISTING CHANNEL ALONG DIRT/GRAVEL ROAD TO ENSURE POSITIVE DRAINAGE TO ROADSIDE DITCH AWAY FROM EXISTING STRUCTURES. CHANNEL TO BE RIPRAP LINED 1.5' DEEP WITH 2:1 SIDE SLOPES. (PROFILE NOT PROVIDED)
AutoCAD SHX Text LOCATION OF PROPOSED BORINGS FOR MINE DEWATERING. CONTRACTOR TO CONSULT WITH ENGINEER AFTER 1ST BORING IS COMPLETED TO DETERMINE IF 2ND BORING IS REQUIRED.
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ACCESS ROAD A
AutoCAD SHX Text FOLLOWING IMPROVEMENTS ON THE DOWNSTREAM REACHES, THIS EXISTING CHANNEL CAN BE USED FOR DISCHARGE FROM THE MINE DEWATERING POND AND WILL SAFELY CARRY THE PROPOSED DEWATERING FLOW RATE OF 1,000 GPM. THE CONTRACTOR SHALL INSPECT THIS CHANNEL DAILY FOR BREACHING AND SHALL PROTECT ALL PROPERTIES DOWNSTREAM.
AutoCAD SHX Text END TEXAS CROSSING A REMOVAL STA. 16+75.17 N = 306754.25 E = 1758531.27 ELEV = 1258.09'
AutoCAD SHX Text THE MATERIAL WITHIN THE LANDSLIDE AREA SHALL BE PLACED IN THE DESIGNATED WASTE AREA, TOP SOIL SHALL BE STRIPPED AND TEMPORARILY STORED. THE MATERIAL SHALL BE SPREAD OUT IN LIFTS LESS THAN 1 FOOT IN DEPTH TO ALLOW DRYING OF SATURATED SOILS. TOP SOIL SHALL BE REPLACED OVER THE WASTE MATERIAL.
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ACCESS ROAD A (TO REMAIN AFTER CONSTRUCTION)
AutoCAD SHX Text TEMPORARY TREATMENT TRAP AND OUTLET FOR MINE DISCHARGE DURING DEWATERING AND DRILLING. TO BE REMOVED AND RECLAIMED TO APPROXIMATE ORIGINAL CONTOUR AFTER DRILLING IS COMPLETE, CHANNEL I IS CONSTRUCTED, CHANNEL J IS CONSTRUCTED, AND CULVERT E IS INSTALLED. APPROXIMATE ORIGINAL CONTOUR TO BE RECLAIMED TO ELEVATION 1208, WHERE THE BREAK-OVER EDGE OF THE HDD PAD IS TO BE CONSTRUCTED TO SLOPE AND DRAIN TO RIM OF DI-A1 (ELEVATION 1206') (SEE PROFILE DRAWING 29)
AutoCAD SHX Text THE MATERIAL REMOVED FROM THE LANDSLIDE AREA SHALL BE PLACED IN THE DESIGNATED STORAGE/WASTE AREA, TOP SOIL SHALL BE STRIPPED AND TEMPORARILY STORED. THE MATERIAL SHALL BE SPREAD OUT IN LIFTS LESS THAN 1 FOOT IN DEPTH TO ALLOW DRYING OF SATURATED SOILS. TOP SOIL SHALL BE REPLACED OVER THE WASTE MATERIAL.
AutoCAD SHX Text THE MATERIAL WITHIN THE LANDSLIDE AREA SHALL BE PLACED IN THE DESIGNATED STORAGE/WASTE AREA, TOP SOIL SHALL BE STRIPPED AND TEMPORARILY STORED. THE MATERIAL SHALL BE SPREAD OUT IN LIFTS LESS THAN 1 FOOT IN DEPTH TO ALLOW DRYING OF SATURATED SOILS. TOP SOIL SHALL BE REPLACED OVER THE WASTE MATERIAL.
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3:1 CUT SLOPE TO REMOVE LANDSLIDE MATERIAL
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HDD PAD
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CULVERT D INV. IN = 1214.50' INV. OUT = 1214.17'
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CHANNEL E
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PROPOSED CULVERT C INV. IN = 1258.26' INV. OUT = 1257.00'
AutoCAD SHX Text 3:1
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GRAVEL
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CHANNEL E
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CHANNEL H
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LANDSLIDE MATERIAL STORAGE/WASTE AREA
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END CHANNEL C
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BEGIN CHANNEL C
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END CHANNEL A
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CHANNEL C (TEMPORARY)
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CULVERT E INV. IN = 1202.94' INV. OUT = 1195.52'
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BEGIN CHANNEL A
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BEGIN CHANNEL G
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BEGIN CHANNEL H
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CHANNEL H
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CHANNEL G
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BEGIN ACCESS ROAD C
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END ACCESS ROAD C
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BEGIN CHANNEL E
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ACCESS ROAD C (TO REMAIN AFTER CONSTRUCTION)
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CHANNEL F
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CULVERT B INV. IN = 1259.68' INV. OUT = 1259.50'
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BEGIN TEXAS CROSSING B REMOVAL STA. 22+83.41 N = 306248.19 E = 1758203.69
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END TEXAS CROSSING B REMOVAL STA. 23+92.67 N = 306179.50 E = 1758131.61
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END CHANNEL G
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END CHANNEL F
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BEGIN CHANNEL F
AutoCAD SHX Text NO COORDINATES OR ALIGNMENT IS PROVIDED FOR CHANNEL F. THIS CHANNEL IS TO BE INSTALLED DURING PLACEMENT OF FILL MATERIAL ON A DAILY SCHEDULE TO DIVERT SURFACE WATER AWAY FROM FILL AREA. AS THE FILL HEIGHT PROGRESSES, THE CHANNEL LOCATION WILL FOLLOW THE INTERFACE BETWEEN FILL MATERIAL AND EXISTING GROUND AND WILL RAISE IN ELEVATION TO MATCH THE ELEVATION OF THE FILL MATERIAL. CHANNEL F'S FINAL LOCATION IS TO BE ALONG THE INTERFACE OF THE PLACED FILL MATERIAL AND EXISTING GROUND ONCE ALL FILL MATERIAL HAS BEEN PLACED.
AutoCAD SHX Text NO COORDINATES OR ALIGNMENT IS PROVIDED FOR CHANNEL E FROM STA. 4+00 TO ITS END. THIS CHANNEL IS TO BE INSTALLED DURING PLACEMENT OF FILL MATERIAL ON A DAILY SCHEDULE TO DIVERT SURFACE WATER AWAY FROM FILL AREA. AS THE FILL HEIGHT PROGRESSES, THE CHANNEL LOCATION WILL FOLLOW THE INTERFACE BETWEEN FILL MATERIAL AND EXISTING GROUND AND WILL RAISE IN ELEVATION TO MATCH THE ELEVATION OF THE FILL MATERIAL. CHANNEL E'S FINAL LOCATION IS TO BE ALONG THE INTERFACE OF THE PLACED FILL MATERIAL AND EXISTING GROUND ONCE ALL FILL MATERIAL HAS BEEN PLACED.
AutoCAD SHX Text GROUTED RIPRAP CHANNEL IS TO BE REMOVED AS NECESSARY TO FACILITATE CONSTRUCTION OF HDD PAD ACCESS ROAD AND CULVERT D INSTALLATION. CULVERT D IS TO DISCHARGE ONTO THE EXISTING GROUTED RIPRAP CHANNEL.
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END ACCESS ROAD A
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