DRAWINGS ARFQ DEP25-10 KUHNS RUN PARK PORTALS.pdf

USGS LOCATION MAP

SCALE: 1" = 2,000'

RICHARD G. HOVATTER, P.E. DATE

ANI SEMPER L IBERIMONT

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

MARCH 2024

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, AND CULVERT 1, 2, AND 3

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CHANNEL 2 AND CULVERT 4

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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 5

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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

rhovatter rhovatter Pen plantsman

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

APPROX. PROPERTY LINE

EXISTING DRAIN OR WATER COURSE

CONTROL POINT

BORE HOLE

EXISTING PORTAL LOCATION

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

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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NO.

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BY

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DESCRIPTION

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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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GM

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'

KU

HN

S

RU

N

MILDRED K. DAVIS

TM 31 / P 8

GRANT DISTRICT

MARION COUNTY

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G

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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

GEORGE S. &

PHYLLIS J.

CHENOWETH

TM 30 / P 7

GRANT DISTRICT

MARION COUNTY

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

WILLIAM T. &

NICHOLAS J.

CHICKERELL

TM 31 / P 15.10

GRANT DISTRICT

MARION COUNTY

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

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.15

GRANT DISTRICT

MARION COUNTY

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'

WILLIAM T. &

NICHOLAS J.

CHICKERELL

TM 31 / P 15.10

GRANT DISTRICT

MARION COUNTY

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

G

G

G G

G

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W

W W

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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

EXISTING MINE

PORTAL #1

EXISTING MINE

PORTAL #4

EXISTING SLIP

AREA #2

EXISTING FARM

ACCESS ROAD

EXISTING KUHNS

RUN PARK

EXISTING CONCRETE

STRUCTURE

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/AEXISTING FARM

GATE

EXISTING FARM

GATE

EXISTING FARM

GATE

EXISTING FARM

GATE

EXISTING FARM GATE

EXISTING 4-IN CULVERT

EXISTING FARM

GATE

MILDRED K. DAVIS

TM 30 / P 6

GRANT DISTRICT

MARION COUNTY

GEORGE S. &

PHYLLIS J.

CHENOWETH

TM 30 / P 7

GRANT DISTRICT

MARION COUNTY

P/O TM 30 / P 7

SHELLIE K. DAVIS

TM 30 / P 8

GRANT DISTRICT

MARION COUNTY

REBECCA M.

CHRISTOPHER

TM 30 / P 8.2

GRANT DISTRICT

MARION COUNTY

MILDRED K. DAVIS

TM 30 / P 8.3

GRANT DISTRICT

MARION COUNTY

MILDRED K. DAVIS

TM 31 / P 8

GRANT DISTRICT

MARION COUNTY

DONNA L. ROGERS

TM 30 / P 5.1

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 30 / P 5

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.15

GRANT DISTRICT

MARION COUNTY

WILLIAM T.

CHICKERELL

TM 31 / P 15.7

GRANT DISTRICT

MARION COUNTY

FRANKLIN

CHICKERELL

TM 31 / P 15.14

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.9

GRANT DISTRICT

MARION COUNTY

JOHN R. HART

TM 31 / P 15.2

GRANT DISTRICT

MARION COUNTY

P/O TM 31 / P 15.8

WILLIAM T. &

NICHOLAS J.

CHICKERELL

TM 31 / P 15.10

GRANT DISTRICT

MARION COUNTY

LESLIE A.

CHICKERELL

TM 31 / P 15.17

GRANT DISTRICT

MARION COUNTY

LESLIE A.

CHICKERELL

TM 31 / P 15

GRANT DISTRICT

MARION COUNTY

ANGELA K. PITMAN

TM 30 / P 40

GRANT DISTRICT

MARION COUNTY

SARAH J. TOPARDO

TM 30 / P 2

GRANT DISTRICT

MARION COUNTY

ELIZABETH V. &

BETTY J. YANERO

TM 30 / P 3

GRANT DISTRICT

MARION COUNTY

KURTISS TENNANT

TM 30 / P 4

GRANT DISTRICT

MARION COUNTY

JANET S. & DONNA

R. MIKLASZ

TM 30 / P 95.1

GRANT DISTRICT

MARION COUNTY

WILLIAM T.

CHICKERELL

TM 30 / P 40.1

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.12

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.8

GRANT DISTRICT

MARION COUNTY

EXISTING 12-IN

CULVERT

EXISTING 12-IN CULVERT

0100' 100' 200'

EXISTING CONDITIONS

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'

NOTES

1. AS SHOWN ON THIS SHEET AND ALL SUBSEQUENT PLAN

SHEETS, 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. PROPERTY INFORMATION IS FROM MARION COUNTY,

GRANT DISTRICT TAX RECORDS.

3. THE PROPERTY INFORMATION WAS ACQUIRED FROM THE

WEST VIRGINIA PROPERTY VIEWER (WWW.MAPWV.GOV)

ON THIS DATE: MARCH 2024.

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AS NOTED

400+00

401+00

402+00

403+00

403+70

405+00

405+75.90

406+00

407+00

407+00

407+55

408+00

408+49

90+00

90+90

42+75

40+00

+0

+0

105+00

106+00

106+60

+6

+0

+0

+0

+0

+0

+0

+0

+0

+6

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

(350+00 - 352+05)

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)

CHANNEL 2

(400+00 - 403+70)

SUMP 1

SUMP 2

CULVERT 4

(90+00 - 90+90)

CONVEYANCE PIPE 3

(9+00 - 9+30)

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

M

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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'

9+

9+30

350+00

351+00

352+00

352+05

PROJECT DATUM: WV83-NF

030' 30' 60'

ALIGNMENT GEOMETRY TABLE

WV NORTH NAD83 COORDINATE SYSTEM

GEOMETRIC LAYOUT (1 OF 3)

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40+00

5+

6+

6+

50+00

10+00

11+00

12+00

13+00

14+00

14+60

15+00

15+50

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+5

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)

M

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

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

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050 50 100

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ALIGNMENT GEOMETRY TABLE

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GEOMETRIC LAYOUT (2 OF 3)

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DATE:

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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

21+00

30+50

100+00

101+00

101+80

800+00

801+00

802+00

802+82.20

504+20.99

0+

1+

2+

3+

4+

506+00

506+85

507+00

508+00

700+00

701+00

702+00

702+70

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 5

(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)

AutoCAD SHX Text SHEET No.

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AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text FIELD BOOK No.:

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SURVEY DATE:

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NO.

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BY

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DATE

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DESCRIPTION

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SCALE:

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APPROVED:

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DATE:

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DATE:

AutoCAD SHX Text

DATE:

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 gg ggg g g g g g g g g gg

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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 2

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 3 INSTALLATION TEMPORARY

ACCESS ROAD 1

EXISTING ACCESS ROAD

GRAVEL ROAD REHABILITATION

TEMPORARY

ACCESS ROAD 3

SUBSIDENCE

DEPRESSION REPAIR

TEMPORARY

ACCESS ROAD 4

INLET 1

CULVERT 5

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 4

TEMPORARY

ACCESS ROAD 4

MILDRED K.

DAVIS

TM 30 / P 6

GRANT DISTRICT

MARION COUNTY

GEORGE S. &

PHYLLIS J.

CHENOWETH

TM 30 / P 7

GRANT DISTRICT

MARION COUNTY

P/O TM 30 / P 7

SHELLIE K. DAVIS

TM 30 / P 8

GRANT DISTRICT

MARION COUNTY

REBECCA M.

CHRISTOPHER

TM 30 / P 8.2

GRANT DISTRICT

MARION

COUNTY

MILDRED K.

DAVIS

TM 30 / P 8.3

GRANT DISTRICT

MARION COUNTY

MILDRED K.

DAVIS

TM 31 / P 8

GRANT DISTRICT

MARION COUNTY

DONNA L. ROGERS

TM 30 / P 5.1

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 30 / P 5

GRANT DISTRICT

MARION

COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.15

GRANT DISTRICT

MARION

COUNTY

WILLIAM T.

CHICKERELL

TM 31 / P 15.7

GRANT DISTRICT

MARION

COUNTY

FRANKLIN

CHICKERELL

TM 31 / P 15.14

GRANT DISTRICT

MARION

COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.9

GRANT DISTRICT

MARION

COUNTY

JOHN R. HART

TM 31 / P 15.2

GRANT DISTRICT

MARION

COUNTY

P/O TM 31 / P 15.8

WILLIAM T. &

NICHOLAS J.

CHICKERELL

TM 31 / P 15.10

GRANT DISTRICT

MARION

COUNTY

LESLIE A.

CHICKERELL

TM 31 / P 15.17

GRANT DISTRICT

MARION

COUNTY

LESLIE A.

CHICKERELL

TM 31 / P 15

GRANT DISTRICT

MARION

COUNTY

ANGELA K.

PITMAN

TM 30 / P 40

GRANT DISTRICT

MARION COUNTY

SARAH J. TOPARDO

TM 30 / P 2

GRANT DISTRICT

MARION COUNTY

ELIZABETH V. &

BETTY J. YANERO

TM 30 / P 3

GRANT DISTRICT

MARION COUNTY

KURTISS TENNANT

TM 30 / P 4

GRANT DISTRICT

MARION COUNTY

JANET S. & DONNA

R. MIKLASZ

TM 30 / P 95.1

GRANT DISTRICT

MARION COUNTY

WILLIAM T.

CHICKERELL

TM 30 / P 40.1

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.12

GRANT DISTRICT

MARION

COUNTY

RICHARD L. JR &

LAURA L. CHICKERELL

TM 31 / P 15.8

GRANT DISTRICT

MARION COUNTY

CULVERT 1

KUHNS R

UN

0100' 100' 200'

COMPOSITE AND SHEET LAYOUT

KU

H

N S

R U

N

JUBILEE LN

POINTE LN

PROJECT DATUM: WV83-NF

1. AS SHOWN ON THIS SHEET AND ALL SUBSEQUENT PLAN

SHEETS, 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. PROPERTY INFORMATION IS FROM MARION COUNTY,

GRANT DISTRICT TAX RECORDS.

3. THE PROPERTY INFORMATION WAS ACQUIRED FROM THE

WEST VIRGINIA PROPERTY VIEWER (WWW.MAPWV.GOV)

ON THIS DATE: MARCH 2024.

NOTES

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AutoCAD SHX Text SHEET No.

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: 3/28/2024 3:12 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: 3/28/2024 3:12 PM USER: danny j. wolfe PLOT DATE/TIME: 3/28/2024 3:12 PM USER: danny j. wolfe 3/28/2024 3:12 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.

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BY

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DESCRIPTION

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DRAWN:

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SCALE:

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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

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 g

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COONS RUN

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)

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)

TEMPORARY

STOCKPILE

AREA

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)

EXISTING GRASS LINED CHANNEL

TO DISCHARGE INTO PROPOSED CHANNEL 1A

EXISTING GATE LOCATION

INSTALL PERMANENT

12-FOOT FARM GATE

PIPE CULVERT HEADWALL 1

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 3

(SEE SHEET 13)

20LF OF 18-INCH SDR-17 FUSED PIPE

@ -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)

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 4

(SEE SHEET 14)

INSTALL TEMPORARY FARM FENCE (120LF)

EXISTING FENCE TO BE REMOVED

AND REPLACED IN THE ORIGINAL LOCATION

AFTER CONSTRUCTION

EXISTING FARM GATE

(TO REMAIN IN PLACE)

TEMPORARY CONSTRUCTION FENCE

(130LF)

SUMP 2

(SEE SHEET 14)

SUMP 1

(SEE SHEET 12 & 13)

CULVERT 2

(SEE SHEET 13)

ASPHALT MILLING AREA

MANHOLE 1

(SEE SHEET 11 & 12)

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+6

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

+5

+0

EXISTING FENCE (45LF) TO BE REMOVED

AND REPLACED IN THE ORIGINAL LOCATION

AFTER CONSTRUCTION

X

CULVERT 1

(SEE SHEET 13)

TEMPORARY

CONSTRUCTION FENCE (50LF)

3-FT THICK CLAY SEAL

X X

X

X

X X

X

X

X

X

X

X

EXISTING 12" CULVERT

TO BE REMOVED

EXISTING FARM GATE

(TO REMAIN IN PLACE)

EXISTING

FARM GATE

INSTALL TEMPORARY

ACCESS ROAD SURFACING

25LF OF ENTRANCE

EXISTING FARM GATE

(TO REMAIN IN PLACE)

EXISTING FARM GATE

(TO REMAIN IN PLACE)

EXISTING FARM GATE

(TO REMAIN IN PLACE)

GEORGE S. &

PHYLLIS J.

CHENOWETH

TM 30 / P 7

GRANT DISTRICT

MARION COUNTY

SHELLIE K. DAVIS

TM 30 / P 8

GRANT DISTRICT

MARION COUNTY

MILDRED K. DAVIS

TM 31 / P 8

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.15

GRANT DISTRICT

MARION COUNTY

WILLIAM T.

CHICKERELL

TM 31 / P 15.7

GRANT DISTRICT

MARION COUNTY

FRANKLIN

CHICKERELL

TM 31 / P 15.14

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.9

GRANT DISTRICT

MARION COUNTY

GEORGE S. &

PHYLLIS J.

CHENOWETH

TM 30 / P 7

GRANT DISTRICT

MARION COUNTY

JOHN R. HART

TM 31 / P 15.2

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 30 / P 5

GRANT DISTRICT

MARION COUNTY

PROPOSED PERMANENT FENCE WILL CROSS PROPOSED CHANNEL 1A

(SEE PERMANENT FENCE CROSSING CHANNEL DETAIL ON SHEET 35)

EXISTING HOPE GAS LINE

EXISTING COON'S

RUN PSD WATER LINE

SITE PLANS (1 OF 3)

030' 30' 60'

MATCH SITEPLAN 2 OF 3

(SHEET 09)

NOTES

1. AS SHOWN ON THIS SHEET AND ALL SUBSEQUENT PLAN

SHEETS, 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. PROPERTY INFORMATION IS FROM MARION COUNTY,

GRANT DISTRICT TAX RECORDS.

3. THE PROPERTY INFORMATION WAS ACQUIRED FROM THE

WEST VIRGINIA PROPERTY VIEWER (WWW.MAPWV.GOV)

ON THIS DATE: MARCH 2024.

AutoCAD SHX Text

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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: 3/28/2024 3:13 PM USER: danny j. wolfeR:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-SITE PLANS.dwg PLOT DATE/TIME: 3/28/2024 3:13 PM USER: danny j. wolfe PLOT DATE/TIME: 3/28/2024 3:13 PM USER: danny j. wolfe 3/28/2024 3:13 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

BY

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DATE

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DESCRIPTION

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DRAWN:

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SCALE:

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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:

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

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COONS R

UN

SUBSIDENCE

DEPRESSION REPAIR 3

SUBSIDENCE

DEPRESSION REPAIR 4

CP104

CP105

TEMPORARY ACCESS ROAD 3

500LF (APPROXIMATE)

TEMPORARY STOCKPILE AREA (OPTIONAL)

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

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+00

TEMPORARY ACCESS ROAD 3

12' MAXIMUM WIDTH

500LF

TEMPORARY ACCESS ROAD 4

12' MAXIMUM WIDTH

550LF

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)

EXISTING FARM GATE

(TO REMAIN IN PLACE)

TEMPORARY STOCKPILE AREA

(SLIP REPAIR AREA MATERIAL)

APPROXIMATE TOPSOIL REMOVAL AREA

(TOPSOIL TO BE PLACED IN THE TEMPORARY TOPSOIL STOCKPILE AREA)

UPON COMPLETION OF THE SLIP REPAIR, FOLLOW PROCEDURES BELOW:

AREA SHALL BE RESTORED TO ORIGINAL CONTOUR FOLLOWING REMOVAL

OF STOCKPILED MATERIAL. CONTRACTOR SHALL PROVIDE

PRE-CONSTRUCTION AND POST-CONSTRUCTION SURVEY TO SHOW

ORIGINAL CONTOUR IS ACHIEVED.

THIS AREA SHALL BE PREPARED WITH A "ROCKHOUND LANDSCAPE RAKE".

ROCKS LARGER THAN TWO INCHES (2”) IN DIAMETER, TRASH, WEEDS, AND

OTHER DEBRIS THAT WILL INTERFERE WITH SEEDING OR MAINTENANCE

SHALL BE REMOVED OR DISPOSED OF AS DIRECTED AND APPROVED BY THE

OWNER. AFTER BROADCASTING OR OTHERWISE APPLYING THE SEED

MIXTURE, THE SURFACE OF THE SEEDBED SHALL BE RAKED, CULTI-PACKED,

OR VERY LIGHTLY BRUSH DRAGGED TO INSURE SEED CONTACT WITH SOIL.

SEEDBED PREPARATION SHALL BE SUSPENDED WHEN SOIL MOISTURE

CONDITIONS ARE NOT SUITABLE FOR THE PREPARATION OF A

SATISFACTORY SEEDBED AS DETERMINED BY OWNER.

THIS AREA WILL BE SEEDED AND MULCHED AS PER THE SPECIFICATIONS,

THIS AREA WILL NOT BE SEEDED UTILIZING "LAWN SEED MIXTURES"

JOHN R. HART

TM 31 / P 15.2

GRANT DISTRICT

MARION COUNTY

WILLIAM T. &

NICHOLAS J.

CHICKERELL

TM 31 / P 15.10

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.12

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.8

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.15

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 30 / P 5

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 31 / P 15.8

GRANT DISTRICT

MARION COUNTY

GEORGE F. &

MICHAEL B. HOLT

TM 31 / P 17

GRANT DISTRICT

MARION COUNTY

CSX

TRANSPORTATION

TM 31 / P 66

GRANT DISTRICT

MARION COUNTY

LESLIE A.

CHICKERELL

TM 31 / P 15.17

GRANT DISTRICT

MARION COUNTY

LESLIE A.

CHICKERELL

TM 31 / P 15

GRANT DISTRICT

MARION COUNTY

KURTISS

TENNANT

TM 30 / P 4

GRANT DISTRICT

MARION COUNTY

030' 30' 60'

SITE PLANS (2 OF 3)

MAT

CH S

IT

EP

LA

N 3

OF

(S

HEE

T

MATCH SITEPLAN 3 OF 3

(SHEET 10)

MATCH SITEPLAN 1 OF 3

(SHEET 08)

NOTES

1. AS SHOWN ON THIS SHEET AND ALL SUBSEQUENT PLAN

SHEETS, 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. PROPERTY INFORMATION IS FROM MARION COUNTY,

GRANT DISTRICT TAX RECORDS.

3. THE PROPERTY INFORMATION WAS ACQUIRED FROM THE

WEST VIRGINIA PROPERTY VIEWER (WWW.MAPWV.GOV)

ON THIS DATE: MARCH 2024.

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: 3/28/2024 3:13 PM USER: danny j. wolfeR:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-SITE PLANS.dwg PLOT DATE/TIME: 3/28/2024 3:13 PM USER: danny j. wolfe PLOT DATE/TIME: 3/28/2024 3:13 PM USER: danny j. wolfe 3/28/2024 3:13 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.

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BY

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DATE

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DESCRIPTION

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DRAWN:

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SCALE:

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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:

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

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

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O/U

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O/U

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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 1

(SEE SHEET 20)

PIEZOMETER TO BE

ABANDONED (2 OF 2)

PROPOSED CHANNEL #3A 75

LF, 2 FT DEEP, 2 FT WIDE,

GRASS LINED TRAPEZOIDAL

CHANNEL

SPLASH PAD

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%

POINTE LN

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

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)

APPROXIMATE YARD GRADING AREA

UPON COMPLETION OF INSTALLATION OF DRAINAGE STRUCTURES, FOLLOW

PROCEDURES BELOW:

THIS AREA SHALL BE PREPARED WITH A "ROCKHOUND LANDSCAPE RAKE".

THE AREA IS THEN TO BE HAND RAKED, ROCKS LARGER THAN TWO INCHES

(2”) IN DIAMETER, TRASH, WEEDS, AND OTHER DEBRIS THAT WILL INTERFERE

WITH SEEDING OR MAINTENANCE SHALL BE REMOVED OR DISPOSED OF AS

DIRECTED AND APPROVED BY THE OWNER. AFTER BROADCASTING OR

OTHERWISE APPLYING THE SEED MIXTURE, THE SURFACE OF THE SEEDBED

SHALL BE RAKED, CULTI-PACKED, OR VERY LIGHTLY BRUSH DRAGGED TO

INSURE SEED CONTACT WITH SOIL. SEEDBED PREPARATION SHALL BE

SUSPENDED WHEN SOIL MOISTURE CONDITIONS ARE NOT SUITABLE FOR

THE PREPARATION OF A SATISFACTORY SEEDBED AS DETERMINED BY

OWNER.

THIS AREA WILL BE SEEDED AND MULCHED AS PER THE SPECIFICATIONS,

UTILIZING "LAWN SEED MIXTURES"

CULVERT 5

(SEE SHEET 22)

ANGELA K.

PITMAN

TM 30 / P 40

GRANT DISTRICT

MARION COUNTY

JANET S. &

DONNA R.

MIKLASZ

TM 30 / P 95.1

GRANT DISTRICT

MARION COUNTY

WILLIAM T.

CHICKERELL

TM 30 / P 40.1

GRANT DISTRICT

MARION COUNTY

LESLIE A.

CHICKERELL

TM 31 / P

15.17

GRANT DISTRICT

MARION COUNTY

LESLIE A.

CHICKERELL

TM 31 / P

GRANT DISTRICT

MARION COUNTY

KURTISS

TENNANT

TM 30 / P

GRANT DISTRICT

MARION COUNTY

KURTISS

TENNANT

TM 30 / P 4

GRANT DISTRICT

MARION COUNTY

DONNA L.

ROGERS

TM 30 / P 5.1

GRANT DISTRICT

MARION COUNTY

RICHARD L. JR &

LAURA L.

CHICKERELL

TM 30 / P 5

GRANT DISTRICT

MARION COUNTY

RIPRAP TRAPEZOIDAL CHANNEL

ROAD CROSSING 2

(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

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X

X

X X

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X

X

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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

O/U

O/U

O/U

O/U

O/U

O/U

POINTE LN

POINTE LN

MARION COUNTY

JANET S. &

DONNA R.

MIKLASZ

TM 30 / P 95.1

GRANT DISTRICT

MARION COUNTY

GRANT DISTRICT

MARION COUNTY

KURTISS

TENNANT

TM 30 / P 4

GRANT DISTRICT

MARION COUNTY

030' 30' 60'

SITE PLANS (3 OF 3)

MATCH SITEPLAN 2 OF 3 (SHEET 09)

NOTES

1. AS SHOWN ON THIS SHEET AND ALL SUBSEQUENT PLAN

SHEETS, 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. PROPERTY INFORMATION IS FROM MARION COUNTY,

GRANT DISTRICT TAX RECORDS.

3. THE PROPERTY INFORMATION WAS ACQUIRED FROM THE

WEST VIRGINIA PROPERTY VIEWER (WWW.MAPWV.GOV)

ON THIS DATE: MARCH 2024.

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: 3/28/2024 3:14 PM USER: danny j. wolfeR:\030\030-10429.00-WVDEP AML-Kuhn's Run-WVDEP-\Drawing\10429-SITE PLANS.dwg PLOT DATE/TIME: 3/28/2024 3:14 PM USER: danny j. wolfe PLOT DATE/TIME: 3/28/2024 3:14 PM USER: danny j. wolfe 3/28/2024 3:14 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

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN:

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SCALE:

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CHECKED:

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APPROVED:

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DATE:

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DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text

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

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X X

X X

X X

X X

X X

X X

X X

14+00

14+90

NOTES:

1. EXISTING CONCRETE STRUCTURE TO BE

REMOVED 1-FOOT BELOW ORIGINAL GRADE.

2. BACKFILL REMOVAL AREA, GRADE AREA TO

APPROXIMATE ORIGINAL CONTOUR, ADD

TOPSOIL AND VEGETATE.

3. THIS WORK TO BE PERFORMED WITH

MINIMAL TREE REMOVAL.

DO NOT DISTURB

EXISTING FENCE

EXISTING CONCRETE

STRUCTURE

GEORGE S. &

PHYLLIS J.

CHENOWETH

TM 30 / P 7

GRANT DISTRICT

MARION COUNTY

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'

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'

12-INCH SDR-35 22.5° ELBOW

12-INCH SDR-35 3-FOOT MIN. LENGTH

12-INCH SDR-35 22.5° ELBOW

GEORGE S. &

PHYLLIS J.

CHENOWETH

TM 30 / P 7

GRANT DISTRICT

MARION COUNTY

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

CONCRETE

STRUCTURE TO BE

REMOVED

THIS STRUCTURE TO BE REMOVED

WITH MINIMAL TREE REMOVAL

1-FOOT

BELOW

EXISTING

GRADE

EXISTING

GRADE

BACKFILL/REGRADE AREA

APPLY TOPSOIL AND SEED

AND MULCH.

DO NOT DISTURB

EXISTING FENCE

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'

BUILDING

BUILDING

PLAN AND PROFILE

CONCRETE STRUCTURE REMOVAL

PLANVIEW

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: 3/28/2024 3:14 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: 3/28/2024 3:14 PM USER: danny j. wolfe PLOT DATE/TIME: 3/28/2024 3:14 PM USER: danny j. wolfe 3/28/2024 3:14 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

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

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CHECKED:

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APPROVED:

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DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text

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

X

X

X

X

X

X

X

X

X

X

X 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 gg 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 PIPE

193 LF @ -7.00% SLOPE

MANHOLE 1

RIM: 993.40'

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

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'

BEGIN CURTAIN DRAIN 1

STA: 50+28

INV: 985.86'

CONVEYANCE PIPE 2

18-IN PS-46 PIPE

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 PS-46 PIPE @ -10.65%

EXISITING DITCH TO BE

REGRADED TO PROVIDE

POSITIVE DRAINAGE

+0

+2

+5

+7

+0

+2

+5

+7

+0

+2

42+50

42+74.58

+0

+0

+0

+6

978980984988990

CULVERT 4

SUMP 1END CURTAIN DRAIN 1 - 52+20.00 (PERFORATED)

BEGIN CONVEYANCE PIPE 3 - 9+61.63 (SOLID)

INV: 972.42

3-FT THICK CLAY SEAL 52+22 (CURTAIN DRAIN 1)

3-FT THICK CLAY SEAL 42+22 (CONVEYANCE PIPE 2)

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

22.5° PIPE BEND - HORIZONTAL

STA:42+25.60 / INV:972.06'

INV: 966.71

INV:

970.34

EXISTING FARM GATE

(TO REMAIN IN PLACE)

GEORGE S. &

PHYLLIS J.

CHENOWETH

TM 30 / P 7

GRANT DISTRICT

MARION COUNTY

SHELLIE K. DAVIS

TM 30 / P 8

GRANT DISTRICT

MARION COUNTY22.5° PIPE BEND - HORIZONTAL

STA:42+30.70/ INV:971.70'

CONVEYANCE PIPE 3

EXISTING 12-IN CULVERT

(TO BE REMOVED)

INSTALL PIPE

ANIMAL GUARD

CHANNEL 1 - END GRASS LINED / START RIPRAP LINED

STA: 52+32 / INV: 976.25'

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'

MANHOLE 1

RIM: 993.40'

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

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'

22.5° PIPE BEND (HORIZONTAL)

STA:42+25.60 / INV:972.06'

INV: 971.33'

INV: 970.34'

INV: 966.71'

3-FT THICK CLAY SEAL 42+22

CONVEYANCE PIPE 2

224LF (TOTAL LENGTH)

18IN PS-46 PIPE @ -7.00% SLOPE

CONVEYANCE PIPE 1

34LF (TOTAL LENGTH)

18IN PS-46 PIPE

@ -10.65% SLOPE

-1.9% -10.8%

-11.0%

-6.5%

22.5° PIPE BEND (HORIZONTAL)

STA:42+30.70 / INV:971.70'

4-IN MIN. PIPE

BEDDING

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+22.00 (PERFORATED)

BEGIN CONVEYANCE PIPE 3 - 9+07.00 (SOLID)

INV: 972.31

SUMP 1

RIPRAP LINED

(SEE SUMP SCHEDULE)

CHANNEL 1

204LF

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

RIPRAP LINED

STA: 52+43

INV: 975.80'

BOTTOM CHANNEL

-1.9%

-10.8%

-11.0%

-6.5% -4.2%

3-FT THICK CLAY SEAL 52+22

CURTAIN DRAIN 1

193LF (TOTAL LENGTH)

PERFORATED 12IN SDR-35 PIPE

@ -7.00% SLOPE

CONVEYANCE PIPE 3 TO MANHOLE 2

(SEE SHEET 13)

CURTAIN DRAIN 1

193LF (TOTAL LENGTH)

PERFORATED 12IN SDR-35 PIPE

@ -7.00% SLOPE

4-IN MIN. PIPE

BEDDING

CHANNEL 1 - END GRASS LINED / START RIPRAP LINED

STA: 52+32 / INV: 976.25'

010' 10' 20'

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

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: 3/28/2024 3:14 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: 3/28/2024 3:14 PM USER: danny j. wolfe PLOT DATE/TIME: 3/28/2024 3:14 PM USER: danny j. wolfe 3/28/2024 3:14 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

BY

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

O /U

O /U

O /U 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

PROPOSED CULVERT 3

20LF OF 18-INCH SDR-17 FUSED PIPE

@ -2.0% SLOPE

US INV: 944.6'

DS INV: 944.2'

RAIN GAUGE

NPDES SIGN

0+00

0+50

WILLIAM T.

CHICKERELL

TM 31 / P 15.7

GRANT DISTRICT

MARION COUNTY

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

O/U

O/U

O/U

O/U

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O/U

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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

G

G

G

G

G

G

G

G

G

G

G

G

G

W

W

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W

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W

W

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W

W

W

W

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

-2.0:1

BEGIN CHANNEL 1A

RIPRAP LINED

STA: 350+50

INV: 967.10'

CULVERT 1

W/ 40 LF OF 18-IN

HDPE @ -19.25% EXISTING TUB BASIN

(TO BE REMOVED)

CONVEYANCE PIPE 1

CHANNEL 1

CURTAIN DRAIN 1

CONVEYANCE

PIPE 2

INV: 943.70'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 CENTERLINE OF

CULVERT #3.

KUHNS RUN

M A

TC

H

S H

EE

T

EXISTING FARM GATE

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

52+00

52+66

352+05

0+

0+

1+

1+

2+

962 960 954956

CHANNEL 1A

87LF

RIPRAP LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

INV: 974.80'

END CHANNEL 1A

RIPRAP LINED

STA: 351+60

INV: 946.20'

PIPE CULVERT HEADWALL 1

CULVERT 5

CONVEYANCE PIPE 3

16 LF OF 12 IN SDR-35 PIPE @ -7.20% SLOPE

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'

SUMP 1

RIPRAP LINED

(SEE SUMP SCHEDULE)

INV: 967.10'

22.5° PIPE BEND - HORIZONTAL

STA:9+17 / INV:971.60'

CULVERT 2

REPLACE EXISTING 12-IN HDPE

W/ 38 LF OF 24-IN HDPE @ -6.58%

EXISTING 12"

CULVERT TO BE

REMOVED

GEORGE S. &

PHYLLIS J.

CHENOWETH

TM 30 / P 7

GRANT DISTRICT

MARION COUNTY

SHELLIE K. DAVIS

TM 30 / P 8

GRANT DISTRICT

MARION COUNTY

BEGIN CONVEYANCE PIPE 3 (STA 9+07.00)

END CONVEYANCE PIPE 2 (STA 52+26.08)

INV 972.31'

9+

9+

22.5° PIPE BEND - HORIZONTAL

STA:9+11 / INV:972.03'

3-FT THICK CLAY SEAL

(STA 9+07)

EXISTING 4-IN CULVERT

(DO NOT DISTURB)

EXISTING 12-IN CULVERT

(TO BE REMOVED)

REGRADE EXISTING DITCH TO

PROVIDE POSITIVE DRAINAGE

APPROXIMATE LOCATION OF EXISTING WATER

AND GAS LINE. CONTRACTOR TO FIELD LOCATE

BY HAND AND IF REQUIRED RELOCATE IN

ACCORDANCE WITH SECTION 10.0 UTILITIES

350+00 350+50 351+00 351+50 352+00352+05

EXISTING C.R. 27

WVDOH TYPE "F"

TRENCH REPAIR

PIPE

CULVERT

HEADWALL 1

CULVERT 2

REPLACE EXISTING 12-IN HDPE

W/ 38 LF OF 24-IN HDPE @ -6.58%

DISCHARGE TO KUHNS RUN

INV: 943.70'

INV: 967.10'

CULVERT 1

W/ 40 LF OF 18-IN HDPE @ -19.25%

EXISTING GRADE

BEGIN CHANNEL 1A

RIPRAP LINED

STA: 350+50

INV: 967.10'

CHANNEL 1A

112LF

RIPRAP LINED

1.5 FT DEEP, 2 FT WIDE

TRAPEZOIDAL CHANNEL

INV: 974.80'

END CHANNEL 1A

RIPRAP LINED

STA: 351+60

INV: 946.20'

SUMP 1

RIPRAP LINED

(SEE SUMP SCHEDULE)

-26.7%

-14.0%

22.5° PIPE BEND (HORIZONTAL)

STA:9+11 / INV:972.03'

9+00 9+30

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'

22.5° PIPE BEND (HORIZONTAL)

STA:9+17 / INV:971.60'

3-FT THICK CLAY SEAL

(STA 9+07)

CONVEYANCE PIPE 3

16 LF OF 12 IN SDR-35

@ -7.20% SLOPE

BEGIN…