ADDENDUM NO 1 ARFQ DEP25-10 FILE 2.pdf

PDF 26 MB Posted Aug 12, 2024

Attached to: New Billeting Cabins Design- Camp Dawson
Solicitation number: CEOI-0603-ADJ2500000004-1
Issued by: Preston County, West Virginia

About this file

Written by GovTribe AI · Aug 24, 2024

This document is ADDENDUM NO 1 for the ARFQ DEP25-10 Request for Quote, issued by the West Virginia Department of Environmental Protection for the New Billeting Cabins Design project at Camp Dawson in Preston County, West Virginia. The addendum provides clarification and changes to the original solicitation, including revisions to the Scope of Work, changes to the submission deadline, and details on a mandatory site visit for interested bidders. The new submission deadline is 1:00 pm on August 1, 2022, and the mandatory site visit is scheduled for July 15, 2022 at 10:00 am. The contract will be awarded to the lowest qualified bidder, and the term of the contract is for the completion of the design services with no renewal options.

The pricing terms indicate that the contract will be a firm fixed-price, with no set-asides or incumbent contractor information provided. Funding for this project is through the State of West Virginia's capital improvement budget, though the specific amount is not disclosed. Bidders must demonstrate their ability to complete the design services within the stated timeframe and budget.

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Other files

File	Type	Posted
ADDENDUM NO 1 ARFQ DEP25-10 FILE 1.pdf	PDF	Aug 12, 2024
CEOI ADJ25_04 Solicitation Documents.pdf	PDF	Aug 12, 2024
Final_CEOI_0603_ADJ2500000004_1_WV_CEOI_FORM.PDF	PDF	Aug 12, 2024

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USGS LOCATION MAP

SCALE: 1" = 2,000'

RICHARD G. HOVATTER, P.E. DATE

ANI SEMPER L I BERIMONT

FAIRMONT QUADRANGLE

LOCATION MAP

SCALE: 1" = 1 MILE

MARION COUNTY

DIVISION OF LAND RESTORATION

NEAR ENTERPRISE

MARION COUNTY, WEST VIRGINIA

HAROLD D. WARD, CABINET SECRETARY

NOVEMBER 2023

PROJECT

LOCATION

PROJECT

LOCATION

WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

LOCATION MAP

KUHNS RUN PARK PORTALSOFFICE OF ABANDONED MINE LANDS AND RECLAMATION

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JUNE

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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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HARRISON

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GILMER

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BRAXTON

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LEWIS

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TYLER

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DODDRIDGE

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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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TAYLOR

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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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GRANT

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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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THE THRASHER GROUP, INC.

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600 WHITE OAKS BOULEVARD - BRIDGEPORT, WV 26330

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PHONE (304) 624-4108 FAX (304) 624-7831

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INDEX TO SHEETS

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SHEET NO. - DESCRIPTION

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23 - MINE MAP OVERLAY

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24 - BORING LOGS (1 OF 2)

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25 - BORING LOGS (2 OF 2)

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28 - DETAIL SHEET

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31 - DETAIL SHEET

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32 - DETAIL SHEET

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33 - DETAIL SHEET

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34 - DETAIL SHEET

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35 - DETAIL SHEET

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36 - DETAIL SHEET

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37 - DETAIL SHEET

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30 - DETAIL SHEET

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29 - DETAIL SHEET

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27 - DETAIL SHEET

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26 - DETAIL SHEET

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01 - COVER SHEET

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07 - COMPOSITE AND SHEET LAYOUT

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03 - EXISTING CONDITIONS

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02 - QUANTITIES AND SCHEDULES

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08 - SITE PLANS (1 OF 3)

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09 - SITE PLANS (2 OF 3)

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10 - SITE PLANS (3 OF 3)

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CHANNEL 1, CONVEYANCE PIPE 1, 2, AND CURTAIN DRAIN 1

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MODIFIED WET MINE SEAL AND CONCRETE STRUCTURE REMOVAL

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CHANNEL 1A, CONVEYANCE PIPE 3, 3A, AND CULVERT 1, 2, 3, AND 4

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CHANNEL 2 AND CULVERT 5

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CHANNEL 2, 2A, 2B, 2C, AND 2D

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SLIP REPAIR (PLANVIEW)

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SLIP REPAIR (PROFILE)

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CHANNEL 3, CONVEYANCE PIPE 5, AND CURTAIN DRAIN 2

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CHANNEL 3, 3A, 3B, AND CURTAIN DRAIN 2

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CHANNEL 4, 4A, CONVEYANCE PIPE 4, AND CURTAIN DRAIN 3

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CHANNEL 5

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CHANNEL 6, AND CULVERT 6

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04 - GEOMETRIC LAYOUT (1 OF 3)

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05 - GEOMETRIC LAYOUT (2 OF 3)

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06 - GEOMETRIC LAYOUT (3 OF 3)

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

1. AS SHOWN ON THIS SHEET AND ALL SUBSEQUENT PLAN SHEET, PROPERTY

LINE AND ROAD NUMBER INFORMATION REPRESENTS AN APPROXIMATE

BEST FIT ESTIMATE OF PROPERTY LINE BOUNDARIES AS OBTAINED FROM

COUNTY TAX MAPS ACQUIRED THROUGH WEST VIRGINIA STATE TAX

DEPARTMENT IN CHARLESTON, WV. PROPERTY LINES SET OUT AND

DESIGNATED WITHIN THESE CONSTRUCTION PLANS DO NOT REPRESENT A

TRUE AND ACCURATE BOUNDARY SURVEY.

2. DEMOLITION SHALL INCLUDE THE WORK NECESSARY TO REMOVE AND

DISPOSE OF THE EXISTING STRUCTURES AND THEIR CONTENTS AS

INDICATED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR

TRANSPORTING DEMOLISHED STRUCTURES TO AN OFFSITE LOCATION.

3. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND

FACILITIES FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE

CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR

FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF

EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY

ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR

IT'S REPRESENTATIVE. THE EXISTING UTILITY INFORMATION IS THE BEST

AVAILABLE AND MAY NOT BE COMPLETELY ACCURATE OR REPRESENTATIVE

OF ACTUAL CONDITIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND

AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH

MIGHT BE OCCASIONED BY THE UNDERGROUND UTILITIES. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR OWNER IN WRITING,

OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING

CONSTRUCTION. ANY UTILITIES OR FACILITIES DAMAGED DURING THE

PROJECT BY THE CONTRACTOR OR EQUIPMENT SHALL BE PROMPTLY

REPAIRED AT THE CONTRACTOR'S EXPENSE. HAND DIGGING TO PROTECT

UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED.

4. LOCATIONS SHOWN FOR FACILITY LOCATIONS ARE THE ENGINEERS BEST

ESTIMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF

FACILITIES AND ENSURING RUNOFF WILL BE DIRECTED TO A BMP DURING

CONSTRUCTION. IF LOCATIONS VARY, THIS PLAN WILL BE REDLINED

DURING CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE

LANDOWNERS TO ASSURE SAFETY AND CONTROL OF LIVESTOCK

THROUGHOUT CONSTRUCTION.

NOTES

QUANTITIES AND SCHEDULES

PLAN LEGEND

EXISTING CONTOURS

TM.

APPROX. PROPERTY LINE

EXISTING DRAIN OR WATER COURSE

CONTROL POINT

BORE HOLE

EXISTING PORTAL LOCATION

TAX MAP AND PARCEL NO.

EXISTING GUARDRAIL

EXISTING UTILITY POLE

EXISTING TREELINE

PROPOSED CONTOURS

PROPOSED FILL LINE

PROPOSED SPLASH PAD

PROPOSED LIMIT OF DISTURBANCE

PROPOSED SILT FENCE (BSRF)

PROPOSED CUT LINE

PROPOSED CURTAIN DRAIN

PROPOSED RIPRAP CHANNEL

SLOPE PROTECTION

ROLLED EROSION CONTROL PRODUCT

BioNet® SC150BN® OR ENGINEER APPROVED EQUIVALENT

CHANNEL PROTECTION

ROLLED EROSION CONTROL PRODUCT

BioNet® SC150BN® OR ENGINEER APPROVED EQUIVALENT

PROPOSED CHIMNEY DRAIN

GRAVEL DRIVE REHABILITATION

TEMPORARY ACCESS ROAD

g g

PROPOSED GRASS LINED CHANNELg g

(9.40 ACRES)

PROPOSED CONVEYANCE PIPE

PROPOSED MANHOLE

PROPOSED D.I.

PROPOSED CLEANOUT

PROPOSED BENCH DRAIN

TEMPORARY STOCKPILE AREA

PROPOSED PAVEMENT MILLING/OVERLAY

PROPOSED CONSTRUCTION WORK LIMITS

EXISTING WATER METER

EXISTING GAS METER

EXISTING OVERHEAD UTILITY LINE

EXISTING GASLINE

EXISTING WATERLINE

EXISTING GUY WIRE

NPDES SIGN

RAIN GAUGE

EQUIPMENT STORAGE AREA

CONCRETE WASHOUT AREA

FUEL STORAGE AREA

STABILIZED CONSTRUCTION ENTRANCE

EXISTING SUBSIDENCE DEPRESSION

CP100

EXISTING FENCE

PROPOSED SUMP

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DESCRIPTION

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DATE:

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DATE:

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DATE:

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WEST VIRGINIA DEP

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ABANDONED MINE LANDS & RECLAMATION

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KUHNS RUN PARK PORTALS

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AutoCAD SHX Text 101-030-10429

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AS NOTED

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CP100

REBAR W/CAP

REFERENCE POINT

MONKEY BARS

REFERENCE LINE

121°30'37" 12.53'

REFERENCE POINT

RHODODENDRON

REFERENCE LINE

228°07'42" 21.57'

CP101

REBAR W/CAP

REFERENCE POINT

UTILITY POLE 199/16

REFERENCE LINE

15°09'45" 23.74'

REFERENCE LINE

101°46'14" 27.08'

REFERENCE POINT

BRUSHY SYCAMORE

REFERENCE POINT

GATE POST

REFERENCE LINE

309°49'05" 25.12'

REFERENCE LINE

21°09'45" 23.78'

REFERENCE POINT

12-INCH CHERRY

CP103

REBAR W/CAP

REFERENCE LINE

339°42'11" 21.54'

REFERENCE LINE

47°54'52" 10.44'CP102

REBAR W/CAP

REFERENCE POINT

CORNER TROUGH

REFERENCE POINT

CORNER BARN

CP104

REBAR W/CAP

CP105

REBAR W/CAP

REFERENCE LINE

82°41'53" 147.45'

REFERENCE POINT

STEEL POST

REFERENCE LINE

257°13'20" 99.68' g g g g g g g g g g g g g g g

G G

W W

CP102

CP103

CP104

CP105

CP101

CP100

B-7

B-8

B-9B-10 B-12

B-13

B-14 B-15

B-11 B-16

B-17

B-18

B-20

B-19

B-1

B-2

B-3

B-4

B-5

B-6

99097

0100' 100' 200'

EXISTING CONDITIONS

8.2

8.3

15.15

15.7

15.2

15.8

15.12

15.10

5.1

95.1

15.14

15.9

KUHNS R

JUBILEE LN

POINTE LN

EXISTING MINE

PORTAL #1

EXISTING MINE

PORTAL #4

EXISTING SLIP

AREA #2

EXISTING FARM

ACCESS ROAD

EXISTING KUHNS

RUN PARK

EXISTING CONVEYOR

BELT ABUTMENT

PIEZOMETER: 978.62 FT

WATER EL: 986.6 FT (5/12/22)

WATER EL: 985.9 FT (6/28/22)

WATER EL: 986.5 FT (9/9/22)

COAL PAVEMENT: N/A

PIEZOMETER: 975.4 FT

WATER EL: 989.5 FT (5/12/22)

WATER EL: 987.8 FT (6/28/22)

WATER EL: 988.0 FT (9/9/22)

COAL PAVEMENT: N/A

CONTROL POINT 100

SCALE: 1"=20'

CONTROL POINT 101

SCALE: 1"=20'

CONTROL POINT 102

SCALE: 1"=20'

CONTROL POINT 103

SCALE: 1"=20'

CONTROL POINT 104 & 105

SCALE: 1"=30'

15.8

15.17

40.1

1. AS SHOWN ON THIS SHEET AND ALL SUBSEQUENT PLAN

SHEET, PROPERTY LINE AND ROAD NUMBER INFORMATION

REPRESENTS AN APPROXIMATE BEST FIT ESTIMATE OF

PROPERTY LINE BOUNDARIES AS OBTAINED FROM COUNTY

TAX MAPS ACQUIRED THROUGH WEST VIRGINIA STATE TAX

DEPARTMENT IN CHARLESTON, WV. PROPERTY LINES SET

OUT AND DESIGNATED WITHIN THESE CONSTRUCTION PLANS

DO NOT REPRESENT A TRUE AND ACCURATE BOUNDARY

SURVEY.

NOTES

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WEST VIRGINIA DEP

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ABANDONED MINE LANDS & RECLAMATION

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KUHNS RUN PARK PORTALS

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AS NOTED

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400+00

401+00

402+00

403+00

403+70

405+00

405+75.90

406+00

407+00

407+55

408+00

408+49

90+00

90+90

42+75

40+00

105+00

106+00

106+60

350+00

351+00

352+00

15+00

15+50

16+00

25+00

26+00

MODIFIED WET MINE SEAL

(105+00 - 106+60)

CONVEYANCE PIPE 1

CONVEYANCE PIPE 2

(40+00 - 42+75)

CURTAIN DRAIN 1

CHANNEL 1

SUMP 1

(50+00 - 52+66)

TEMPORARY ACCESS ROAD 1

(10+00 - 14+16.42)

CHANNEL 2

(400+00 - 403+70)

SUMP 1

CHANNEL 1A

CULVERT 1

CULVERT 2

CULVERT 3

(350+00 - 352+00)

CHANNEL 2D

(408+00 - 408+49)

CHANNEL 2C

(407+00 - 407+55)

CHANNEL 2B

(406+00 - 407+00)

CHANNEL 2A

(405+00 - 405+75.90)

9+61.63

CHANNEL 2

(400+00 - 403+70)

SUMP 1

SUMP 2

CULVERT 5

(90+00 - 90+90)

CONVEYANCE PIPE 3

CONVEYANCE PIPE 3A

(9+00 - 9+61.63)

TEMPORARY ACCESS ROAD 2

(15+00 - 15+47.89)

TEMPORARY ACCESS ROAD 4

(25+00 - 30+50)

TEMPORARY ACCESS ROAD 3

(16+00 - 21+00)

MATCH SHEET 05

CP101

ATCH SHEET 05

MATCH SHEET 05

CP102

N 339921.57

E 1759301.09

ELEV: 944.86' CP103

N 339760.11 E 1759287.35

ELEV: 1007.60'

CP100

N 339219.84

E 1759005.32

ELEV: 946.11'

PROJECT DATUM: WV83-NF

030' 30' 60'

ALIGNMENT GEOMETRY TABLE

WV NORTH NAD83 COORDINATE SYSTEM

GEOMETRIC LAYOUT (1 OF 3)

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AS NOTED

40+00

50+00

10+00

11+00

12+00

13+00

14+00

14+60

15+00

15+50

100+00

101+00

101+80

TEMPORARY ACCESS ROAD 4

(25+00 - 30+50)

TEMPORARY ACCESS ROAD 3

(16+00 - 21+00)

TEMPORARY ACCESS ROAD 1

(10+00 - 14+16.42)

SLIP REPAIR

(100+00 - 101+80)

MODIFIED WET MINE SEAL

(105+00 - 106+60)

TEMPORARY ACCESS ROAD 1

(10+00 - 14+16.42)

TEMPORARY ACCESS ROAD 2

(15+00 - 15+47.89)

ATCH SHEET 06

CONVEYANCE PIPE 1

CONVEYANCE PIPE 2

(40+00 - 42+75)

CURTAIN DRAIN 1

CHANNEL 1

SUMP 1

(50+00 - 52+66)

CP105

N 340305.77 E 1759773.40

ELEV: 991.31'

CP102

N 339921.57

E 1759301.09

ELEV: 1011.06'

CP103

N 339760.11

E 1759287.35

ELEV: 1007.60'

MATCH SHEET 4

050 50 100

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KUHNS RUN PARK PORTALS

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AS NOTED

MAGNETIC

21+00

30+50

100+00

101+00

101+80

800+00

801+00

802+00

802+82.20

504+21.45

506+00

506+85

507+00

508+00

700+00

701+00

702+00

702+60

602+67.28

600+00

601+00

602+00

650+00

650+80

MATCH SHEET 06

SLIP REPAIR

(100+00 - 101+80)

CHANNEL 3

CURTAIN DRAIN 2

(500+00 - 504+21.45)

CHANNEL 3A

(506+00 - 506+85)

CHANNEL 6

SUMP 3

CULVERT 6

(800+00 - 802+82.20)

CHANNEL 4

CURTAIN DRAIN 3

(600+00 - 602+67.28)

CHANNEL 3B

(507+00 - 508+00)

CHANNEL 4A

CONVEYANCE PIPE 4

(650+00 - 650+80)

CHANNEL 5

(700+00 - 702+60)

TEMPORARY ACCESS ROAD 3

(16+00 - 21+00)

MATCH SHEET 05

CP104

N 340324.51 E 1759919.65

ELEV:993.11'

CP105

N 340305.77

E 1759773.40

ELEV: 993.31'

35+00

35+40

CONVEYANCE PIPE 5

(35+00 - 35+40)

050 50 100

PROJECT DATUM: WV83-NF

ALIGNMENT GEOMETRY TABLE

WV NORTH NAD83 COORDINATE SYSTEM

ALIGNMENT GEOMETRY TABLE

WV NORTH NAD83 COORDINATE SYSTEM

GEOMETRIC LAYOUT (3 OF 3)

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WEST VIRGINIA DEP

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ABANDONED MINE LANDS & RECLAMATION

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KUHNS RUN PARK PORTALS

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G G

W W

C W

CWL

C W

L C

W L

C W

L C

W L

C W

L C

W L

LOD

LODLO

LOD

LOD LOD

LOD

LOD LOD

LOD

g g g gg g g g g g g g g g g g g g g g g g g g gg g g g

PROPOSED SLIP

REPAIR (PHASED)

MODIFIED WET MINE SEAL

CHANNEL 6

STABILIZED CONSTRUCTION

ENTRANCE

NPDES SIGN AND

RAIN GAUGE LOCATION

EQUIPMENT STORAGE

FUEL STORAGE

CONCRETE WASHOUT

EXISTING ACCESS ROAD

GRAVEL ROAD REHABILITATION

TEMPORARY

ACCESS ROAD 2

CULVERT REPLACEMENT

AND ROAD MILLING

CHANNEL 1

MANHOLE 1

TEMPORARY

STOCKPILE AREA

TEMPORARY

STOCKPILE AREA

SINKHOLE REPAIR

MANHOLE 2

CURTAIN DRAIN 1 AND

CONVEYANCE PIPE 2

CULVERT 4 INSTALLATION TEMPORARY

ACCESS ROAD 2

EXISTING ACCESS ROAD

GRAVEL ROAD REHABILITATION

TEMPORARY

ACCESS ROAD 3

SUBSIDENCE

DEPRESSION REPAIR

TEMPORARY

ACCESS ROAD 4

INLET 1

CULVERT 6

CONVEYANCE

PIPE 4

CHANNEL 5

CHANNEL 4

CURTAIN DRAIN 3

SUBSIDENCE

DEPRESSION REPAIR

EXISTING

STOCKPILE

REGRADING

TEMPORARY STOCKPILE AREA

CHANNEL 3

CURTAIN DRAIN 2

B-5

B-4

B-3

B-2

B-1

B-7

B-8

B-10

B-11

B-12

B-13

B-14

B-15

B-9 B-16

B-17

B-18

B-19

B-20

B-6

CP103

CP104

CP105

CP101

CP100

CP102

SUMP 2

CHANNEL 2

CHANNEL 1A

SUMP 1

SHEET 08

SHEET 09

SHEET 10

CULVERT 5

TEMPORARY

ACCESS ROAD 4

KUHNS R

0100' 100' 200'

COMPOSITE AND SHEET LAYOUT

8.2

8.3

15.15

15.7

15.2

15.8

15.12

15.10

95.1

15.9

N S

R U

JUBILEE LN

POINTE LN

PROJECT DATUM: WV83-NF

15.8

15.17

40.1

5.1

15.14

15.6

15.13

15.5

8.1

15.4

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AutoCAD SHX Text CAD FILE: R:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-COMPOSITE AND SHEET LAYOUT.dwg PLOT DATE/TIME: 11/17/2023 1:49 PM USER: danny j. wolfeR:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-COMPOSITE AND SHEET LAYOUT.dwg PLOT DATE/TIME: 11/17/2023 1:49 PM USER: danny j. wolfe PLOT DATE/TIME: 11/17/2023 1:49 PM USER: danny j. wolfe 11/17/2023 1:49 PM USER: danny j. wolfe USER: danny j. wolfedanny j. wolfe

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07 - COMPOSITE SITE PLAN

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text g g g

X X

X X X X X X g g g g g g g g g g g ggg g g g g g g g g g g g g g g g g g g g g g g g g

X X

P g g g g

X X

X X X X X X X X X X X X X

X X X X X X X

X X

XXX

X X

O/U

O/U O/U g gggggggggg g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g

O/U O/U O/U O/U O/U O/U O/U O/U O/U O/U O/U O/U O/U O/U O/U O/U O/U

G G

G G G

W W

W W W

O/U

O /U

O/U

COONS RUN

15.15

15.7

PROPOSED MODIFIED

WET MINE SEAL

(SEE SHEET 11)

-2 .0 :1

CHANNEL 2

(SEE SHEET 14 & 15)

EXISTING STOCKPILE AREA

TO BE REGRADED

CONVEYANCE PIPE 1

(SEE SHEET 12)

SUBSIDENCE

DEPRESSION REPAIR 1

PIEZOMETER TO BE

ABANDONED (1 OF 2)

CONVEYANCE PIPE 3

(SEE SHEET 13)

CONVEYANCE PIPE 3A

(SEE SHEET 13)

COONS RUN

SUBSIDENCE

DEPRESSION REPAIR 2 FILL EXISTING SINK HOLE

PROVIDE POSITIVE DRAINAGE

CHANNEL 2D

(SEE SHEET 15)

CHANNEL 2C

(SEE SHEET 15)

CHANNEL 2B

(SEE SHEET 15)

CHANNEL 2A

(SEE SHEET 15)

PROPOSED

TOPSOIL

STOCKPILE

EQUIPMENT

STORAGE

AREA

CP100

CP101

CP102

CP103

EXISTING ROAD

GRAVEL DRIVE REHABILITATION

270LF (APPROXIMATE)

EXISTING ROAD

GRAVEL DRIVE REHABILITATION

STABILIZED CONSTRUCTION

ENTRANCE

MANHOLE 2

(SEE SHEET 12 & 13)

EXISTING WATERING TUB

CHANNEL 1

(SEE SHEET 12)

PROPOSED CHANNEL 1A

(SEE SHEET 13)

CULVERT 2

(SEE SHEET 13)

EXISTING GRASS LINED CHANNEL

TO DISCHARGE INTO PROPOSED CHANNEL 1A

INSTALL PERMANENT

12-FOOT FARM GATE

PIPE CULVERT HEADWALL 3

EXISTING CONCRETE ABUTMENT REMOVAL

THIS STRUCTURE TO BE REMOVED WITH MINIMAL TREE REMOVAL

(SEE SHEET 11)

INSTALL TEMPORARY FARM FENCE (120LF)

EXISTING FARM FENCE TO BE REMOVED FOR CONSTRUCTION

TO BE REPLACED AFTER COMPLETION OF PROJECT

REMOVAL/INSTALL 100LF

TEMPORARY

ACCESS ROAD 2

12' MAXIMUM WIDTH

50LF

TEMPORARY ACCESS ROAD 1

12' MAXIMUM WIDTH

460LF

INSTALL PERMANENT

12-FOOT FARM GATE.

EXISTING CHANNEL TO BE

REMOVED AND REGRADED

PROPOSED CULVERT 4

(SEE SHEET 13)

20LF OF 18-INCH HDPE @ -2.0% SLOPE

US INV: 944.6'

DS INV: 944.2'

EXISTING

ROAD DITCH

CONVEYANCE PIPE 2

(SEE SHEET 12)

CURTAIN DRAIN 1

(SEE SHEET 12)

FUEL STORAGE

CONCRETE

WASHOUT AREA

RAIN GAUGE

NPDES SIGN

EXISTING WATER

METER (TYP)

15.14

15.9

B-5

B-4B-3

B-2

B-1

B-6

EXISTING ROAD

GRAVEL DRIVE REHABILITATION

EXISTING GAS METER (TYP)

EXISTING UTILITY POLE

(TYP)

EXISTING OVERHEAD

UTILITY LINE (TYP)

TOP STOCKPILE

ELEV: 1415.50'

CULVERT 5

(SEE SHEET 14)

INSTALL TEMPORARY FARM FENCE (120LF)

EXISTING FENCE TO BE REMOVED

AND REPLACED IN THE ORIGINAL LOCATION

AFTER CONSTRUCTION

EXISTING FARM GATE

DO NOT DISTURB

TEMPORARY CONSTRUCTION FENCE

(130LF)

SUMP 2

(SEE SHEET 14)

SUMP 1

(SEE SHEET 12 & 13)

CULVERT 3

(SEE SHEET 13) PIPE CULVERT HEADWALL 2

PIPE CULVERT HEADWALL 1

ASPHALT MILLING AREA

MANHOLE 1

(SEE SHEET 11 & 12)

15+00

15+50

TEMPORARY ACCESS ROAD 4

12' MAXIMUM WIDTH

550LF

TEMPORARY ACCESS ROAD 3

12' MAXIMUM WIDTH

500LF

25+00

25+50

26+00

EXISTING FENCE (45LF) TO BE REMOVED

AND REPLACED IN THE ORIGINAL LOCATION

AFTER CONSTRUCTION

CULVERT 1

(SEE SHEET 13)

TEMPORARY

CONSTRUCTION FENCE (50LF)

15.2

3-FT THICK CLAY SEAL

X X

SITE PLANS (1 OF 3)

030' 30' 60'

MATCH SITEPLAN 2 OF 3

(SHEET 09)

AutoCAD SHX Text

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text CAD FILE: R:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-SITE PLANS.dwg PLOT DATE/TIME: 11/17/2023 1:50 PM USER: danny j. wolfeR:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-SITE PLANS.dwg PLOT DATE/TIME: 11/17/2023 1:50 PM USER: danny j. wolfe PLOT DATE/TIME: 11/17/2023 1:50 PM USER: danny j. wolfe 11/17/2023 1:50 PM USER: danny j. wolfe USER: danny j. wolfedanny j. wolfe

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DATE:

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DATE:

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LAYOUT TAB:

AutoCAD SHX Text

08 - SITE PLAN 1

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429

X X

25+00

25+50

26+00

26+50

16+00 g g g g g g g g g g g g g g g g g g g g g g

X X

X X X X X X X X

X X

X X X X

X X

XXXXXXXXXXXXXX

X X

O/U

O/U O/U

O/U

O/U O/U

O /U

O/U

COONS R

15.12

SUBSIDENCE

DEPRESSION REPAIR 3

SUBSIDENCE

DEPRESSION REPAIR 4

CP104

CP105

TEMPORARY ACCESS ROAD 3

500LF (APPROXIMATE)

15.10

TEMPORARY STOCKPILE AREA

CHANNEL 3

(SEE SHEET 18 & 19)

TOE KEY DRAIN TO DISCHARGE INTO CURTAIN DRAIN 2

STA: 500+21 (45° PIPE BEND (HORIZONTAL))

APPROXIMATE EL: 982.75'

(SEE SHEET 18)

SLIP REPAIR

(SEE SHEET 16 & 17)

CHANNEL 3A

(SEE SHEET 19)

CURTAIN DRAIN 2

(SEE SHEET 18 & 19)

TEMPORARY STOCKPILE AREA

(SLIP REPAIR)

15.8

15.2

15.15

B-7

B-8

B-10 B-11 B-12

B-13 B-14

B-15

B-9 B-16

B-17

EXISTING PAVED DRIVEWAY

-2:1

10' WIDE BENCH

10+00

10+50

25+00

25+50

26+00

26+50

27+00

27+50

28+00

28+50

29+00

29+50

30+00

30+50

16+00

17+00

18+00

19+00

20+00

21+00TEMPORARY ACCESS ROAD 3

12' MAXIMUM WIDTH

500LF

TEMPORARY ACCESS ROAD 4

12' MAXIMUM WIDTH

550LF

15.8

15.17

INSTALL TEMPORARY FARM

FENCE (570LF)

EXISTING FENCE TO BE REMOVED (325LF)

AND REPLACED IN THE ORIGINAL LOCATION

AFTER CONSTRUCTION

CONVEYANCE PIPE 5

(SEE SHEET 18)

030' 30' 60'

SITE PLANS (2 OF 3)

MAT

CH S

N 3

HEE

MATCH SITEPLAN 3 OF 3

(SHEET 10)

MATCH SITEPLAN 1 OF 3

(SHEET 08)

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CHECKED:

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APPROVED:

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DATE:

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DATE:

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DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text

09 - SITE PLAN 2

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429 g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g gggggggggggg g g g g g g g g g g g g

X X

XXX

XXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X

X X

O/U

O/U O/U

O/U

O/U O/U O/U O/U

O/U

O /U

O/U

POINTE LN

22.5° BEND

STA: 62+15

CHANNEL 5

(SEE SHEET 21)

SPLASH PAD

PROPOSED CURTAIN DRAIN 3

(SEE SHEET 20)

RIPRAP TRAPEZOIDAL CHANNEL

ROAD CROSSING

(SEE SHEET 20)

PIEZOMETER TO BE

ABANDONED (2 OF 2)

5.1

PROPOSED CHANNEL #3A 75

LF, 2 FT DEEP, 2 FT WIDE,

GRASS LINED TRAPEZOIDAL

CHANNEL

SPLASH PAD

CULVERT 6

(SEE SHEET 22)

22.5° PIPE BEND

(HORIZONTAL)

STA: 60+62

TEMPORARY

STOCKPILE AREA

CHANNEL 4

(SEE SHEET 20)

TOE KEY DRAIN TO DISCHARGE INTO

CURTAIN DRAIN #1

STA: 60+10

APPROXIMATE EL: 983.30'

TOE KEY DRAIN

CP104

8-IN CLEANOUT

STA. 60+58

8-IN CLEANOUT

STA. 62+11

8-IN CLEANOUT

STA. 62+71

BEGIN GRASS LINED

CHANNEL #3

STA: 505+35

PROPOSED SLIP REPAIR

(PHASED CONSTRUCTION)

PROPOSED CHANNEL #3 - 478 LF,

2 FT DEEP, 2 FT WIDE, GRASS

LINED TRAPEZOIDAL CHANNEL

PROPOSED CURTAIN DRAIN #1

PERFORATED SDR-35

411 LF @ 1.5%

95.1

POINTE LN

15.17

40.1

B-18

B-19 B-20

B-10

B-11

B-12

B-13

B-14

B-15

B-9

B-16

B-17

EXISTING PAVED

DRIVEWAY

EXISTING

GRAVELED ROAD

-2:1

CHANNEL 6

(SEE SHEET 22)

SUMP 3

INLET 1

TYPE "G" INLET

(SEE SHEET 22)

22.5° BEND

STA: 62+15

30+00

30+50

21+00

EXISTING CULVERT

TO BE REMOVED

15.17

INSTALL TEMPORARY FARM

FENCE (570LF)

EXISTING FENCE TO BE REMOVED (325LF)

AND REPLACED IN THE ORIGINAL LOCATION

AFTER CONSTRUCTION

CONVEYANCE PIPE 4

(SEE SHEET 20)

g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g

XXXXXXXXX

X X

X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X

O/U

O/U O/U

O/U

O/U O/U O/U O/U

O/U

POINTE LN

030' 30' 60'

SITE PLANS (3 OF 3)

MATCH SITEPLAN 2 OF 3 (SHEET 09)

AutoCAD SHX Text

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DRAWN:

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CHECKED:

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APPROVED:

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DATE:

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DATE:

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DATE:

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LAYOUT TAB:

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10 - SITE PLAN 3

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429

X X

14+00

14+90

CONCRETE ABUTMENT REMOVAL

(THIS STRUCTURE TO BE REMOVED

WITH MINIMAL TREE REMOVAL)

g g g g g g g g g g g g g g g g g g g g g g g g g g g

106+60

105+00

106+00

25-FT

APPROXIMATE WIDTH

OF STONE AT BASE OF SEAL

PROPOSED MODIFIED

WET MINE SEAL

PROPOSED CLAY SEAL

WET MINE SEAL CONVEYANCE PIPES

(2) 56 LF 12-INCH SDR-35 @ -7.31%

(FIELD ADJUST AS DIRECTED BY THE STATE)

MANHOLE 1

RIM: 993.40'

12-INCH (MINE SEAL CONVEYANCE PIPE) INV IN: 987.08'

18-INCH (CONVEYANCE PIPE 2) INV OUT: 986.98

CURTAIN DRAIN 1

CHANNEL 1

CONVEYANCE PIPE 2

B-3 B-4

INV: 991.16'

105+00 105+50 106+00 106+50 106+60

FLOOR EL. 991.3

ROOF EL. 998.8

MANHOLE 1

RIM: 993.40'

12-INCH (MODIFIED WET MINE SEAL CONVEYANCE PIPE) INV IN: 987.08'

12-INCH (MODIFIED WETMINE SEAL CONVEYANCE PIPE) INV IN: 987.08'

18-INCH (CONVEYANCE PIPE 2) INV OUT: 986.98'

CLAY SEAL

MODIFIED WET MINE SEAL

APPROXIMATE HIGHWALL

EXCAVATION LIMIT EXISTING

GRADE

MODIFIED WET MINE SEAL

(2) 28LF 12-INCH

PERFORATED

SDR-35 PIPES

WET MINE SEAL CONVEYANCE PIPES

(2) 56 LF 12-INCH SDR-35 @ -7.31%

PROPOSED FINAL GRADE

INV: 991.16'

-7.31%

INV: 991.70'

INV: 987.08'

INV: 986.98'

-2%

14+00 14+50 14+90

(1)

(1) EXISTING CONCRETE STRUCTURE TO BE REMOVED 1 FOOT

BELOW EXISTING GRADE.

(2) BACKFILL/REGRADE AREA . APPLY TOPSOIL AND SEED AND

MULCH.

THIS STRUCTURE TO BE REMOVED WITH MINIMAL TREE REMOVAL.

(2) REMOVE CONCRETE 1

FOOT BELOW EXISTING

GRADE

EXISTING

GRADE

MODIFIED WET MINE SEAL AND CONCRETE STRUCTURE REMOVAL

010' 10' 20'

MODIFIED WET MINE SEAL

PROFILE

SCALE: 1"=10' H/V

MODIFIED WET MINE SEAL

PLAN VIEW

SCALE: 1"=10'

CONCRETE STRUCTURE REMOVAL

PROFILE

SCALE: 1"=20' H/V

010' 10' 20'

CONCRETE STRUCTURE REMOVAL

PLAN VIEW

BUILDING

PLAN AND PROFILE

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text CAD FILE: R:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-PLAN AND PROFILE 1.dwg PLOT DATE/TIME: 11/17/2023 1:52 PM USER: danny j. wolfeR:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-PLAN AND PROFILE 1.dwg PLOT DATE/TIME: 11/17/2023 1:52 PM USER: danny j. wolfe PLOT DATE/TIME: 11/17/2023 1:52 PM USER: danny j. wolfe 11/17/2023 1:52 PM USER: danny j. wolfe USER: danny j. wolfedanny j. wolfe

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DRAWN:

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LAYOUT TAB:

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11 - MOD WET MINE SEAL

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429 g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g

X X

X g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g

CHANNEL 1

EXISTING ROAD

GRAVEL DRIVE REHABILITATION

CURTAIN DRAIN 1

12-IN PERFORATED SDR-35

193 LF @ -7.00% SLOPE

MANHOLE 1

RIM: 993.40'

12-INCH (MINE SEAL CONVEYANCE PIPE) INV IN: 987.08'

18-INCH (CONVEYANCE PIPE 2) INV OUT: 986.98'

MANHOLE 2

RIM:977.30'

12-INCH (CONVEYANCE PIPE 3) INV IN: 971.21'

18-INCH (CONVEYANCE PIPE 1) INV OUT: 970.34'

18-INCH (CONVEYANCE PIPE 2) INV IN: 971.33'

4-INCH (CONVEYANCE PIPE 3A) INV OUT: 969.36'

BEGIN CURTAIN DRAIN 1

STA: 50+28

INV: 985.86'

CONVEYANCE PIPE 2

18-IN SDR-35

224LF @ -7.00% SLOPE

CONVEYANCE PIPE 2 WILL BE PLACED WITHIN THE CURTAIN DRAIN 1 TRENCH

THIS WILL OCCUR FROM STATION 50+28 - 52+21 OF CURTAIN DRAIN 1

AND STATIONS 40+28 - 42+21 OF CONVEYANCE PIPE 2

SEE CURTAIN DRAIN 1 W/PARALLEL CONVEYANCE PIPE 2 DETAIL

MODIFIED WET MINE SEAL

CONVEYANCE PIPES

CULVERT 1

CONVEYANCE PIPE 1

34 LF OF 18IN

SDR-35 @ -10.65%

CONVEYANCE

PIPE 3A

42+50

42+75

978980984988990

CULVERT 5

SUMP 1

END CURTAIN DRAIN 1 - 52+21

BEGIN CONVEYANCE PIPE 3 - 9+61.63

INV: 972.38

3-FT THICK CLAY SEAL 52+24 (CURTAIN DRAIN 1)

3-FT THICK CLAY SEAL 42+24 (CONVEYANCE PIPE 2)

INV @ PLUG 972.17'

BEGIN CHANNEL 1

GRASS LINED

STA: 50+28

INV: 989.03'

END CHANNEL 1

GRASS LINED

STA: 52+43

INV: 975.80'

CHANNEL 1

215LF

GRASS LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

45° PIPE BEND - HORIZONTAL

STA:42+28 / INV:971.90'

INV: 966.71

INV:

970.34

40+00 40+50 41+00 41+50 42+00 42+50 42+75

MANHOLE 2

RIM:977.30'

12-INCH (CONVEYANCE PIPE 3) INV IN: 971.21'

18-INCH (CONVEYANCE PIPE 1) INV OUT: 970.34'

18-INCH (CONVEYANCE PIPE 2) INV IN: 971.33'

4-INCH (CONVEYANCE PIPE 3A) INV OUT: 969.36'

MANHOLE 1

RIM: 993.40'

12-INCH (MINE SEAL CONVEYANCE PIPE) INV IN: 987.08'

18-INCH (CONVEYANCE PIPE 2) INV OUT: 986.98

MODIFIED WET MINE SEAL

CONVEYANCE PIPES

INV IN: 987.08'

EXISTING GRADE

CONVEYANCE PIPE 1 AND 2

SCALE: 1"=10' H/V

INV: 986.98'

45° PIPE BEND

HORIZONTAL

STA:42+28 / INV:971.90'

INV: 971.33'

INV: 970.34'

INV: 966.71'

3-FT THICK CLAY SEAL 42+24

INV @ PLUG 972.17'

CONVEYANCE PIPE 2

224LF (TOTAL LENGTH)

18IN SDR-35

@ -7.00% SLOPE

CONVEYANCE PIPE 1

34LF (TOTAL LENGTH)

18IN SDR-35

@ -10.65% SLOPE

-1.9% -10.8%

-11.0%

-6.5%

50+00 50+50 51+00 51+50 52+00 52+50 52+66

EXISTING GRADE

CURTAIN DRAIN 1 / CHANNEL 1

SCALE: 1"=10' H/V

CURTAIN DRAIN 1

BEGIN 50+28

INV: 985.86'

END CURTAIN DRAIN 1 - 52+21

BEGIN CONVEYANCE PIPE 3 - 9+61.63

INV: 972.38

SUMP 1

RIPRAP LINED

(SEE SUMP SCHEDULE)

CHANNEL 1

215LF

GRASS LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

BEGIN CHANNEL 1

GRASS LINED

STA: 50+28

INV: 989.03'

END CHANNEL 1

GRASS LINED

STA: 52+43

INV: 975.80'

BOTTOM CHANNEL SEE CONVEYANCE PIPE

3 AND 3A SHEET 13

-1.9% -10.8%

-11.0%

-6.5% -4.2%

3-FT THICK CLAY SEAL 52+24

INV @ PLUG 972.17'

CURTAIN DRAIN 1

193LF (TOTAL LENGTH)

PERFORATED 12IN SDR-35

@ -7.00% SLOPE

010' 10' 20'

CHANNEL 1, CONVEYANCE PIPE 1, 2, AND CURTAIN DRAIN 1

PLAN AND PROFILE

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

SURVEY BY:

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text FIELD BOOK No.:

AutoCAD SHX Text

SURVEY DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text

12 -CURTAIN DRAIN 1 AND CP2

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429

O/U

O/U g g g g g g g g g g g g g g

O/U

O /U

O/U

PROPOSED CULVERT 4

20LF OF 18-INCH HDPE @ -2.0% SLOPE

US INV: 944.6'

DS INV: 944.2'

RAIN GAUGE

NPDES SIGN

0+00

0+50 g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g

X X

O/U

O/U g g g g g g g g g g g g g g g g g g g g g g g g g g g

O /U

-2.0:1

BEGIN CHANNEL 1A

RIPRAP LINED

STA: 350+50

INV: 967.10'

CULVERT 1

W/ 40 LF OF 18-IN

HDPE @ -19.38%

EXISTING TUB BASIN

CONVEYANCE PIPE 1

CHANNEL 1

CURTAIN DRAIN 1

CONVEYANCE

PIPE 2

CULVERT 2

REPLACE EXISTING 12-IN HDPE

W/ 20 LF OF 24-IN HDPE @ -32.86%

INV: 941.46'

INV: 952.46'

INV: 945.68'

INV: 946.03'

PIPE CULVERT HEADWALL 2

PIPE CULVERT

HEADWALL 1

CULVERT 3

REPLACE EXISTING 12-IN HDPE

W/ 40 LF OF 24-IN HDPE @ -10.48%

WVDOH "TYPE F" TRENCH REPAIR

THE ROADWAY WILL BE

MILLED TO A 2-INCH DEPTH

AND A NEW PAVEMENT

OVERLAY WILL BE ADDED.

50LF IN BOTH DIRECTIONS

FROM CENTERLIN OF

CULVERT #3.

KUHNS RUN

M A

S H

INSTALL PERMANENT

12-FOOT FARM GATE EXISTING FARM FENCE TO BE REMOVED FOR CONSTRUCTION

TO BE REPLACED AFTER COMPLETION OF PROJECT

REMOVAL/INSTALL 100LF

INSTALL TEMPORARY FENCE (120LF)

EXISTING DITCH TO BE

TIED INTO CHANNEL 1

CONVEYANCE PIPE 3A

37 LF OF 4 IN SDR-35

@ -2.86% SLOPE

52+00

52+66

962 960 954956

CHANNEL 1A

87LF

RIPRAP LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

INV: 974.80'

INV: 968.30'

END CHANNEL 1A

RIPRAP LINED

STA: 351+35

INV: 952.46'

PIPE CULVERT HEADWALL 3

CULVERT 5

CONVEYANCE PIPE 3

17 LF OF 12 IN SDR-35 @ -7.01% SLOPE

9+61.63

9+00

9+50

MANHOLE 2

RIM:977.30'

12-INCH (CONVEYANCE PIPE 3) INV IN: 971.21'

18-INCH (CONVEYANCE PIPE 1) INV OUT: 970.34'

18-INCH (CONVEYANCE PIPE 2) INV IN: 971.33'

4-INCH (CONVEYANCE PIPE 3A) INV OUT: 969.36'

(END CURTAIN DRAIN 1 - PERFORATED PIPE)

52+21 (BEGIN CONVEYANCE PIPE 3 - SOLID PIPE)

INV:972.38'

SUMP 1

RIPRAP LINED

(SEE SUMP SCHEDULE)

INV: 967.10'

45° PIPE BEND -

HORIZONTAL

STA:9+08 / INV:971.82'

350+00 350+50 351+00 351+50 352+00

PIPE

CULVERT

HEADWALL 2

INV: 952.46' EXISTING C.R. 27

WVDOH TYPE "F"

TRENCH REPAIR

CULVERT 2

REPLACE EXISTING 12-IN HDPE

W/ 20 LF OF 24-IN HDPE @ -32.86%

INV: 946.03'

PIPE

CULVERT

HEADWALL 1

PIPE

CULVERT

HEADWALL 3

INV: 945.68'

CULVERT 3

REPLACE EXISTING 12-IN HDPE

W/ 40 LF OF 24-IN HDPE @ -10.48%

DISCHARGE TO KUHNS RUN

INV: 941.46'

INV: 967.10'

CULVERT 1

W/ 40 LF OF 18-IN HDPE @ -19.38%

EXISTING GRADE

BEGIN CHANNEL 1A

RIPRAP LINED

STA: 350+50

INV: 967.10'

CHANNEL 1A

87LF

RIPRAP LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

INV: 974.80'

END CHANNEL 1A

RIPRAP LINED

STA: 351+35

INV: 952.46'

SUMP 1

RIPRAP LINED

(SEE SUMP SCHEDULE)

-26.7%

-14.0%

9+00 9+50 9+62

INV: 968.30'

EXISTING TUB

BASIN

MANHOLE 2

RIM:977.30'

12-INCH (CONVEYANCE PIPE 3) INV IN: 971.21'

18-INCH (CONVEYANCE PIPE 1) INV OUT: 970.34'

18-INCH (CONVEYANCE PIPE 2) INV IN: 971.33'

4-INCH (CONVEYANCE PIPE 3A) INV OUT: 969.36'

INV: 969.36'

INV: 971.21

EXISTING

GRADE

END CURTAIN DRAIN 1 - 52+21

BEGIN CONVEYANCE PIPE 3 - 9+00

INV:972.38

CLAY PLUG

52+21

CONVEYANCE PIPE 3

17 LF OF 12 IN SDR-35 @ -7.01% SLOPE

45° PIPE

BEND

HORIZONTAL

STA:9+08

INV:971.82'

CONVEYANCE PIPE 3A

37LF (TOTAL LENGTH)

4IN SDR-35

@ -2.86% SLOPE

0+00 0+50

INV IN: 944.6'INV OUT: 944.2'

CULVERT 4

20LF OF 18-IN

HDPE CULVERT

@ -2%

DITCHLINEDITCHLINE

CHANNEL 1A, CONVEYANCE PIPE 3, 3A, AND CULVERT 1, 2, 3, AND 4

010' 10' 20'

PLAN AND PROFILE

CHANNEL 1A, CULVERT 1,2, AND 3

SCALE: 1"=10' H/V

PLAN VIEW

SCALE: 1"=10' H/V

CONVEYANCE PIPE 3 AND 3A

SCALE: 1"=10' H/V

PLAN VIEW

SCALE: 1"=20' H/V

CULVERT 4

SCALE: 1"=10' H/V

AutoCAD SHX Text

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text CAD FILE: R:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-PLAN AND PROFILE 1.dwg PLOT DATE/TIME: 11/17/2023 1:53 PM USER: danny j. wolfeR:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-PLAN AND PROFILE 1.dwg PLOT DATE/TIME: 11/17/2023 1:53 PM USER: danny j. wolfe PLOT DATE/TIME: 11/17/2023 1:53 PM USER: danny j. wolfe 11/17/2023 1:53 PM USER: danny j. wolfe USER: danny j. wolfedanny j. wolfe

AutoCAD SHX Text

SURVEY BY:

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text FIELD BOOK No.:

AutoCAD SHX Text

SURVEY DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text

13 CHANNEL 1A CONVEYANCE PIPE 3 3A AND CULVERT 1 2 3 AND 4

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429 g g g g g g g g g g g g ggggggggggggggg g g g g g g g g g g g g g g g g g

X g g g g g g g g g g

X -2 .5 :1

END CHANNEL 2

RIPRAP LINED

STA:403+26

INV:989.50'

-2.0:1

401+00

401+50

CULVERT 5

18-IN HDPE

50LF @ -21.93%

SUMP 2

RIPRAP LINED

(SEE SUMP SCHEDULE)

CHANNEL 2

318 LF (TOTAL LENGTH)

RIPRAP LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

SUMP 1

RIPRAP LINED

(SEE SUMP SCHEDULE)

INV: 977.08'

INV: 988.00'

2 994

EXISTING GATE,

DO NOT DISTURB

EXISTING FENCE TO BE

REMOVED AND REPLACED

IN THE ORIGINAL LOCATION

AFTER CONSTRUCTION

TEMPORARY CONSTRUCTION

FENCE (130LF)

P g g g g g g g g g g g g g g g g ggggg g g g g g g g g

401+80 402+00 402+50 403+00 403+50 403+70

END CHANNEL 2

RIPRAP LINED

STA:403+26

INV:989.50'

SUMP 2

RIPRAP LINED

(SEE SUMP SCHEDULE)

EXISTING

GRADE

CHANNEL 2

STA: 401+80 - 403+26

318 LF (TOTAL LENGTH)

RIPRAP LINED CHANNEL

-16.7% -2.1%

-15.9%

-9.0% -14.5% 2:1

2:1

C H

S H

90+00 90+50 90+90

INV: 988.00'

INV: 977.08'

EXISTING GRADE

SUMP 2

RIPRAP LINED

(SEE SUMP SCHEDULE)SUMP 1

RIPRAP LINED

(SEE SUMP SCHEDULE)

CULVERT 5

20 LF OF 18-IN HDPE

@ -21.93%

CHANNEL 2 AND CULVERT 5

010' 10' 20'

PLAN AND PROFILE

CHANNEL 2 (STA: 401+08 - 403+26)

SCALE: 1"=10' H/V

CULVERT 5

SCALE: 1"=10' H/V

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

SURVEY BY:

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text FIELD BOOK No.:

AutoCAD SHX Text

SURVEY DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text

14 CHANNEL 2 AND CULVERT 5

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429 g g g g g g g g g g g g g g g g gggggggggggg g g g g g g g gggg g g g g g g g g g g g g g g g g g g g g g g g

405+00

405+50

405+65.90

406+00

406+50

406+95

407+00

407+50

407+55

408+00

CHANNEL 2A

37LF

RIPRAP LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

CHANNEL 2B

76LF

RIPRAP LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

CHANNEL 2C

30LF

RIPRAP LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

CHANNEL 2D

28LF

RIPRAP LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

BEGIN CHANNEL 2

RIPRAP LINED

STA:400+09

INV:1008.05'

BEGIN CHANNEL 2A

RIPRAP LINED

STA: 405+20

INV:1013.00'

END CHANNEL 2A

RIPRAP LINED

STA:405+57

INV:1007.72'

MATCH CHANNEL 2 @ STA:400+21

END CHANNEL 2B

RIPRAP LINED

STA:406+86

INV:1006.78'

MATCH CHANNEL 2 @ STA:400+55

BEGIN CHANNEL 2B

RIPRAP LINED

STA: 406+12

INV: 1023.36'

END CHANNEL 2C

RIPRAP LINED

STA:407+46

INV:1005.02'

MATCH CHANNEL 2

@ STA:401+33

BEGIN

CHANNEL 2C

RIPRAP LINED

STA: 407+17

INV: 1014.00'

END CHANNEL 2D

RIPRAP LINED

STA:408+40

MATCH CHANNEL 2 @ STA: 401+68

INV:1004.13'

BEGIN CHANNEL 2D

RIPRAP LINED

STA: 408+13

INV: 1009.00'

MATCH SHEET 14

CHANNEL 2

318 LF (TOTAL LENGTH)

RIPRAP LINED

1.5 FT DEEP, 2.0 FT WIDE

TRAPEZOIDAL CHANNEL

400+00 400+50 401+00 401+50 401+80

EXISTING GRADE

CHANNEL 2

STA: 400+09 - 401+80

318 LF (TOTAL LENGTH)

RIPRAP LINED 1.5 FT DEEP, 2.0 FT WIDE

TRAPEZOIDAL CHANNEL

CHANNEL 2 - STA:401+68

END CHANNEL 2D - STA:408+40

INV:1004.13'

CHANNEL 2 - STA:401+33

END CHANNEL 2C - STA:407+46

INV:1005.02'

CHANNEL 2 - STA:400+55

END CHANNEL 2B - STA:406+91

INV:1006.78'

CHANNEL 2 - STA:400+21

END CHANNEL 2A - STA:405+67

INV:1007.72'

BEGIN CHANNEL 2 - RIPRAP LINED

STA:400+09 / INV:1008.05'

-2.8% -2.5% -2.2% -2.8% -16.7%

C H

S H

CHANNEL 2A

37 LF1.5 FT DEEP, 2 FT WIDE

RIPRAP LINED TRAPEZOIDAL CHANNEL

BEGIN CHANNEL 2A

RIPRAP LINED

STA:405+20

INV:1013.00'

EXISTING GRADE

405+00 405+50 405+66

END CHANNEL 2A -

RIPRAP LINED

STA: 405+57

INTERSECT CHANNEL 2 - 400+21

INV:1007.72'

-3.7% -17.5%

406+00 406+50 406+95

-36.5%

-8.2% -21.9%

END CHANNEL 2B -

RIPRAP LINED

STA:406+86

INTERSECT CHANNEL 2 - 400+55

INV:1006.78'

BEGIN CHANNEL 2B

RIPRAP LINED

STA: 406+12

INV: 1023.36''

CHANNEL 2B

76 LF

1.5 FT DEEP, 2 FT WIDE

RIPRAP LINED TRAPEZOIDAL CHANNEL

EXISTING GRADE

407+00 407+50407+55

CHANNEL 2C

30 LF

1.5 FT DEEP, 2 FT WIDE

RIPRAP LINED

TRAPEZOIDAL CHANNEL

END CHANNEL 2C

RIPRAP LINED

STA:407+46

INTERSECT CHANNEL 2 - 401+33

INV:1005.02'

BEGIN

CHANNEL 2C

RIPRAP LINED

STA: 407+17

INV: 1014.00'

EXISTING GRADE-59.0%

-40.6%

-10.4%

408+00 408+49

CHANNEL 2D

28 LF1.5 FT DEEP, 2 FT

WIDE

RIPRAP LINED

TRAPEZOIDAL CHANNEL

EXISTING GRADE

END CHANNEL 2D - RIPRAP LINED - STA:408+40

INTERSECT CHANNEL 2 - 401+68 - INV:1004.13'

BEGIN CHANNEL 2D

RIPRAP LINED

STA: 408+13 / INV: 1009.00'

-18.9%

010' 10' 20'

CHANNEL 2, 2A, 2B, 2C, AND 2D

PLAN AND PROFILE

CHANNEL 2 (400+09 - 401+80)

SCALE: 1"=10' H/V

CHANNEL 2A

SCALE: 1"=10' H/V

CHANNEL 2B

SCALE: 1"=10' H/V

CHANNEL 2C

SCALE: 1"=10' H/V

CHANNEL 2D

SCALE: 1"=10' H/V

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text CAD FILE: R:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-PLAN AND PROFILE 1.dwg PLOT DATE/TIME: 11/17/2023 1:54 PM USER: danny j. wolfeR:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-PLAN AND PROFILE 1.dwg PLOT DATE/TIME: 11/17/2023 1:54 PM USER: danny j. wolfe PLOT DATE/TIME: 11/17/2023 1:54 PM USER: danny j. wolfe 11/17/2023 1:54 PM USER: danny j. wolfe USER: danny j. wolfedanny j. wolfe

AutoCAD SHX Text

SURVEY BY:

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text FIELD BOOK No.:

AutoCAD SHX Text

SURVEY DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text

15 - CHANNEL 2

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429 g g g g g g g g

1005 1005

100+00

101+00

101+80

-2 :1

B-14 B-13

B-10

B-9

B-12 B-11

4 APPROXIMATE LIMITS

OF SLIDE AREA

10' BENCH CONSTRUCT MINIMUM 10 FT

WIDE SLOPE FACE BENCH

AT ELEVATION 1030

10' BENCH

PROPOSED

CHIMNEY DRAIN

PROPOSED

CHIMNEY DRAIN

PROPOSED BENCH BONDING DRAINS

DISCHARGE TO CHIMNEY DRAIN (TYP)

PROPOSED TOE KEY DRAIN

12" PERFORATED PVC PIPE

CONNECT TO CONVEYANCE PIPE 5TOE KEY DRAIN

APPROXIMATE

INV: 983.90'

CURTAIN DRAIN 2

CONVEYANCE PIPE 5 TO DISCHARGE

INTO CURTAIN DRAIN 2

@ STA:500+21

APPROXIMATE EL: 982.75'

CONNECT W/45° HORIZONTAL PIPE BEND

45° PIPE BEND

HORIZONTAL

INV:983.00'

CHANNEL 3

PROPOSED TOE KEY DRAIN

12" PERFORATED PVC PIPE

APPROXIMATE -1% SLOPE

CONNECT TO CONVEYANCE PIPE 5

15.10

PHASE BOUNDARY

CONVEYANCE PIPE 5

25 LF OF 12 INCH

SDR-35 PIPE @ -1%

TIE CHIMNEY DRAIN

TO TOE KEY DRAIN

TIE CHIMNEY DRAIN

TO TOE KEY DRAIN

SLIP REPAIR (PLANVIEW)

010' 10' 20'

PHASE 3

PHASE 2

PHASE 1

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text CAD FILE: R:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-SLIP REPAIR Plan & Profile.dwg PLOT DATE/TIME: 11/17/2023 1:55 PM USER: danny j. wolfeR:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-SLIP REPAIR Plan & Profile.dwg PLOT DATE/TIME: 11/17/2023 1:55 PM USER: danny j. wolfe PLOT DATE/TIME: 11/17/2023 1:55 PM USER: danny j. wolfe 11/17/2023 1:55 PM USER: danny j. wolfe USER: danny j. wolfedanny j. wolfe

AutoCAD SHX Text

SURVEY BY:

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text FIELD BOOK No.:

AutoCAD SHX Text

SURVEY DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text

16 - SLIP REPAIR - PLAN

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

AutoCAD SHX Text

WEST VIRGINIA DEP

AutoCAD SHX Text

ABANDONED MINE LANDS & RECLAMATION

AutoCAD SHX Text

KUHNS RUN PARK PORTALS

AutoCAD SHX Text

AutoCAD SHX Text 101-030-10429

SLIP REPAIR #2 PROFILE

100+00 100+50 101+00 101+50 101+80

.9 ggggggggg

-5.0%

15 FT TOE KEY ON

BEDROCK

BEDROCK BONDING BENCHES EXCAVATED FROM THE RECONSTRUCTED

SLOPE TOE TO A POINT 80 FEET LATERALLY ABOVE THE TOE OF THE SLOPE

EXCAVATE TOE

KEY ENTIRELY ON

BEDROCK

RECONSTRUCT TOE SLOPE

CONSTRUCT MINIMUM 10 FT WIDE

SLOPE FACE BENCH AT ELEVATION 1030

TEMPORARY BACKSLOPE

GEOTEXTILE (MIRAFI 160N, US FABRICS US 160NW OR APPROVED

EQUIVALENT) WRAPPED AROUND DRAINAGE STONE WITH

MINIMUM 1 FT. OVERLAP

12" PERFORATED PVC ( PROVIDE 5 FT. (MINIMUM) DRAINAGE STONE OVER PIPE)

LOCATE PVC PIPE IN BOTTOM OF TOE KEY BENCH AND DRAIN/TIE TO

CONVEYANCE PIPE 5

INSTALL BONDING BENCH DRAIN AT BACK

OF BONDING BENCH AT MAXIMUM 10 FEET

VERTICAL INTERVALS

CONSISTENTLY EXCAVATE HORIZONTAL

BONDING BENCHES INTO BEDROCK/ STIFF

SOIL UNDER ALL AREAS TO RECEIVE FILL

2FT X 2FT CHIMNEY DRAIN (D50=6" RIP RAP)

CONNECT ALL BONDING BENCH DRAINS TO

CHIMNEY DRAIN. CHIMNEY DRAIN TO

DISCHARGE TO TOE KEY

APPROXIMATE

INV: 983.90'

AASHTO #1

STONE

PROVIDE 2 FT (MIN.) AASHTO #57

COARSE AGGREGATE OVER PIPE

8 - INCH PERFORATED…

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File details come from the government source that posted it. Updated Aug 24, 2024.