DRAWINGS ARQS DEP25-062- AML - Sullivan Refuse and Clogged Stream Maintenance.pdf

PDF 13 MB Posted Jan 28, 2025

Attached to: AML - Sullivan Refuse and Clogged Stream Maintenance
Solicitation number: ARFQ 0313 DEP2500000045 3
Issued by: Tucker County, West Virginia

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Written by GovTribe AI · Mar 12, 2026

Sullivan Refuse and Clogged Stream Maintenance Project Summary

This document is a set of construction drawings prepared by The Thrasher Group, Inc. for the West Virginia Department of Environmental Protection's Office of Abandoned Mine Lands and Reclamation (WVDEP-AML), depicting the Sullivan Refuse and Clogged Stream reclamation project located in Raleigh County, West Virginia. The project involves comprehensive remediation work including the removal and management of four refuse piles totaling approximately 9,603 cubic yards of material to be cut, stream restoration work requiring approximately 4,122 cubic yards of excavation with 6 cubic yards of fill, and impoundment area rehabilitation managing approximately 3,068 cubic yards of material. The site contains six mine portals (numbered 1, 5, 12, 13, 13A, and 14) that will receive wet mine seals with stone bulkheads constructed to 2 feet above each portal opening, and the project includes the installation of five proposed channels ranging from 40 to 250 linear feet in length, multiple stream restoration features including rock cross vanes, J-hook vanes, log cross vanes, and constructed riffles, proposed road crossings with 36-inch HDPE piping, and a driveway repair incorporating two 36-inch HDPE pipes.

The project site encompasses approximately 23 stations of work extending over 20.33 chain lengths, with detailed cross-section profiles provided at 50-foot intervals. Construction details specify medium-duty woven belted silt fence (WBSF-6) for erosion control, rock check dams with maximum heights of 3 feet, stabilized construction entrances using 3-inch to 6-inch stone with stabilization cloth, and rolled erosion control products on all constructed slopes steeper than 2:1. The contractor is responsible for utility verification, one-call system notification at least 48 hours prior to excavation, and any damage to existing utilities must be repaired at no additional cost to WVDEP. Site mapping and topographic information were provided by Mead and Hunt dated April 29, 2022, with property line information obtained from Raleigh County tax maps representing an approximate best fit estimate rather than a true and accurate boundary survey.

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Other files

File	Type	Posted
Final_ARFQ_0313_DEP2500000045_2_WV_ARFQ_FORM.PDF	PDF	Jan 28, 2025
AVS FORMS AND INSTRUCTIONS ARQS DEP25-062- AML - Sullivan Refuse and Clogged Stream Maintenance.pdf	PDF	Jan 28, 2025
WVR112422 Reissue ARQS DEP25-062- AML - Sullivan Refuse and Clogged Stream Maintenance.pdf	PDF	Jan 28, 2025
Final_ARFQ_0313_DEP2500000045_1_WV_ARFQ_FORM.PDF	PDF	Jan 28, 2025
BABA REQUIREMENTS ARQS DEP25-062- AML - Sullivan Refuse and Clogged Stream Maintenance.pdf	PDF	Jan 28, 2025
ATP & FONSI ARQS DEP25-062- AML - Sullivan Refuse and Clogged Stream Maintenance.pdf	PDF	Jan 28, 2025
WVR112422 ARQS DEP25-062- AML - Sullivan Refuse and Clogged Stream Maintenance.pdf	PDF	Jan 28, 2025
CONSTRUCTION SPECS ARQS DEP25-062- AML - Sullivan Refuse and Clogged Stream Maintenance.pdf	PDF	Jan 28, 2025
DLR SUPPLEMENTAL SPECS ARQS DEP25-062- AML - Sullivan Refuse and Clogged Stream Maintenance.pdf	PDF	Jan 28, 2025
Final_ARFQ_0313_DEP2500000045_3_WV_ARFQ_FORM.PDF	PDF	Jan 28, 2025
ADDENDUM NO 2 ARFQ DEP25-45 SULLIVAN REFUSE AND CLOGGED STREAM.pdf	PDF	Jan 28, 2025
ADDENDUM NO 1 ARFQ DEP25-45 SULLIVAN REFUSE AND CLOGGED STREAM.pdf	PDF	Jan 28, 2025
Solicitation Documents_ARFQ_0313_DEP2500000045_1_Sullivan Refuse and Clogged Stream Maintenance v2.PDF	PDF	Jan 28, 2025

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USGS LOCATION MAP

SCALE: 1" = 2,000'

RICHARD HOVATTER, WV P.E. DATE

ANI SEMPER L IB

IMONT

CRAB ORCHARD QUADRANGLE

LOCATION MAP

SCALE: 1" = 1 MILE

RALEIGH COUNTY

DIVISION OF LAND RESTORATION

HAROLD D. WARD, CABINET SECRETARY

PROJECT

LOCATION

PROJECT

LOCATION

WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

LOCATION MAP

SULLIVAN REFUSE & CLOGGED STREAMOFFICE OF ABANDONED MINE LANDS AND RECLAMATION

AutoCAD SHX Text CAD FILE: R:\050\T50-11231-AML SULLIVAN REFUSE & CLOGGED STREAM-WVDEP-\Drawing\11231-AML COVER.dwg PLOT DATE/TIME: 7/23/2024 1:55 PM USER: chase p. higginbothamR:\050\T50-11231-AML SULLIVAN REFUSE & CLOGGED STREAM-WVDEP-\Drawing\11231-AML COVER.dwg PLOT DATE/TIME: 7/23/2024 1:55 PM USER: chase p. higginbotham PLOT DATE/TIME: 7/23/2024 1:55 PM USER: chase p. higginbotham 7/23/2024 1:55 PM USER: chase p. higginbotham USER: chase p. higginbothamchase p. higginbotham

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JUNE

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TUCKER

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LEWIS

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TYLER

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MARION

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HANCOCK

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BERKELEY

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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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RALEIGH COUNTY, WEST VIRGINIA

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THE THRASHER GROUP, INC.

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155 BLUE ANGEL LANE - BEAVER, WV 25813

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PHONE (304) 431-7800 FAX (304) 425-0445

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DESCRIPTION

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INDEX TO SHEETS

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SHEET NO.

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AutoCAD SHX Text 3-5

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RECLAMATION PLANS

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SHEET INDEX

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CROSS SECTION PROFILES

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EXISTING CONDITIONS & TAX MAP OVERLAY

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MINE PORTAL PROFILES

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AutoCAD SHX Text 13-18

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DETAILS

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RALEIGH

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BID SCHEDULE

rhovatter rhovatter Pen pulsion

B-1

B-2 B-3

B-4

B-5

B-6

P-1

P-2

P-3

P-4

B-2A

TM.

EXISTING LEGEND

EXISTING CONTOURS

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. MAPPING AND TOPOGRAPHIC INFORMATION PROVIDED BY MEAD

AND HUNT DATED 4/29/2022.

3. DRAFT NOT FOR CONSTRUCTION.

4. CONTRACTOR SHALL NOTIFY THE ONE-CALL SYSTEM OF THE

INTENDED EXCAVATION OR DEMOLITION NOT LESS THAN

FORTY-EIGHT (48) HOURS, EXCLUDING SATURDAYS, SUNDAYS AND

LEGAL FEDERAL OR STATE HOLIDAYS, NO MORE THAN TEN (10)

WORK DAYS PRIOR TO THE BEGINNING OF SUCH WORK. CALL

811.COM/811-IN-YOUR-STATE

NOTES

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

PIEZOMETER

EXISTING TREELINE

GAS LINE

B-#

P-#

EXISTING REFUSE PILE #2

EXISTING

REFUSE PILE

EXISTING

REFUSE PILE

EXISTING REFUSE PILE #4

EXISTING BEAVER DAM

EXISTING BEAVER

DAM

EXISTING BEAVER DAM

EXISTING MINE

PORTAL NO. 13A

EXISTING MINE

PORTAL NO. 5

EXISTING MINE

PORTAL NO. 1

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PORTAL NO. 13

EXISTING MINE

PORTAL NO. 14

EXISTING MINE

PORTAL NO. 6

EXISTING MINE

PORTAL NO. 12

EXISTING BRIDGE

EXISTING CONCRETE PAD

EXISTING CULVERT

EXISTING MINE

PORTAL NO. 4

EXISTING GAS LINE

(APPROXIMATE LOCATION)

EXISTING MINE PORTAL

CONTROL POINT:

X: 1913904.7793 Y: 255086.9752 Z: 2288.3011

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AutoCAD SHX Text SHEET No.

AutoCAD SHX Text CAD FILE: R:\050\T50-11231-AML SULLIVAN REFUSE & CLOGGED STREAM-WVDEP-\Drawing\11231-Existing Conditions.dwg PLOT DATE/TIME: 7/23/2024 1:56 PM USER: chase p. higginbothamR:\050\T50-11231-AML SULLIVAN REFUSE & CLOGGED STREAM-WVDEP-\Drawing\11231-Existing Conditions.dwg PLOT DATE/TIME: 7/23/2024 1:56 PM USER: chase p. higginbotham PLOT DATE/TIME: 7/23/2024 1:56 PM USER: chase p. higginbotham 7/23/2024 1:56 PM USER: chase p. higginbotham USER: chase p. higginbothamchase p. higginbotham

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SURVEY BY:

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SURVEY DATE:

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NO.

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DATE

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DESCRIPTION

AutoCAD SHX Text THE INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF THE THRASHER GROUP INC. REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART, FOR ANY REASON WITHOUT PRIOR WRITTEN PERMISSION, IS STRICTLY PROHIBITED. COPYRIGHT © 2022 THE THRASHER GROUP INC. 2022 THE THRASHER GROUP INC.

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DRAWN:

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APPROVED:

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DATE:

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LAYOUT TAB:

AutoCAD SHX Text 1 Existing Conditions

AutoCAD SHX Text CONTRACT No.

AutoCAD SHX Text PHASE No.

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WEST VIRGINIA DEP

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ABANDONED MINE LANDS & RECLAMATION

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SULLIVAN REFUSE & CLOGGED STREAM

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AutoCAD SHX Text 101-T50-11231

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AS NOTED

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AutoCAD SHX Text 100'

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EXISTING CONDITIONS & TAX MAP OVERLAY

TM.

B-1

B-2 B-3

B-4

B-5

B-6

P-1

P-2

P-3

P-4

B-2A

0+72

PLAN LEGEND

EXISTING CONTOURS

1. FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH

TECHNICAL SPECIFICATIONS.

2. MAPPING AND TOPOGRAPHIC INFORMATION PROVIDED BY MEAD

AND HUNT DATED 4/29/2022.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION

AND LOCATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE

CONSTRUCTION LIMITS.

4. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE WVDEP.

5. CONTRACTOR SHALL NOTIFY THE ONE-CALL SYSTEM OF THE

INTENDED EXCAVATION OR DEMOLITION NOT LESS THAN

FORTY-EIGHT (48) HOURS, EXCLUDING SATURDAYS, SUNDAYS AND

LEGAL FEDERAL OR STATE HOLIDAYS, NO MORE THAN TEN (10)

WORK DAYS PRIOR TO THE BEGINNING OF SUCH WORK. CONTACT

WEST VIRGINIA 811 AT WV811.COM OR 1-800-245-4848

NOTES

APPROX. PROPERTY LINE

EXISTING DRAIN OR WATER COURSE

CONTROL POINT

BORE HOLE

EXISTING PORTAL LOCATION

EXISTING GUARDRAIL

EXISTING UTILITY POLE

PIEZOMETER

EXISTING TREELINE

PROPOSED CONTOURS

PROPOSED FILL LINE

PROPOSED RIP-RAP

PROPOSED CULVERT

CONSTRUCTION LIMITS

PROPOSED BELTED SILT FENCE

APPROX. LIMITS OF REFUSE

PROPOSED CHECK DAM

GAS LINE

B-#

P-#

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AutoCAD SHX Text CAD FILE: R:\050\T50-11231-AML SULLIVAN REFUSE & CLOGGED STREAM-WVDEP-\Drawing\11231-Site Plan Working Set 8-8-23.dwg PLOT DATE/TIME: 7/23/2024 1:56 PM USER: chase p. higginbothamR:\050\T50-11231-AML SULLIVAN REFUSE & CLOGGED STREAM-WVDEP-\Drawing\11231-Site Plan Working Set 8-8-23.dwg PLOT DATE/TIME: 7/23/2024 1:56 PM USER: chase p. higginbotham PLOT DATE/TIME: 7/23/2024 1:56 PM USER: chase p. higginbotham 7/23/2024 1:56 PM USER: chase p. higginbotham USER: chase p. higginbothamchase p. higginbotham

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WEST VIRGINIA DEP

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ABANDONED MINE LANDS & RECLAMATION

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SULLIVAN REFUSE & CLOGGED STREAM

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AutoCAD SHX Text 101-T50-11231

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AS NOTED

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SHEET INDEX

P-1

P-4

B-2A

0+00

1+00

2+00

3+00

4+00

20+00

20+33

0+00

1+00

2+00

2+65

PLAN LEGEND

EXISTING CONTOURS

1. FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH

TECHNICAL SPECIFICATIONS.

2. MAPPING AND TOPOGRAPHIC INFORMATION PROVIDED BY MEAD

AND HUNT DATED 4/29/2022.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION

AND LOCATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE

CONSTRUCTION LIMITS.

4. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE WVDEP.

5. CONTRACTOR SHALL NOTIFY THE ONE-CALL SYSTEM OF THE

INTENDED EXCAVATION OR DEMOLITION NOT LESS THAN

FORTY-EIGHT (48) HOURS, EXCLUDING SATURDAYS, SUNDAYS AND

LEGAL FEDERAL OR STATE HOLIDAYS, NO MORE THAN TEN (10)

WORK DAYS PRIOR TO THE BEGINNING OF SUCH WORK. CONTACT

WEST VIRGINIA 811 AT WV811.COM OR 1-800-245-4848

NOTES

APPROX. PROPERTY LINE

EXISTING DRAIN OR WATER COURSE

CONTROL POINT

BORE HOLE

EXISTING PORTAL LOCATION

EXISTING GUARDRAIL

EXISTING UTILITY POLE

PIEZOMETER

EXISTING TREELINE

PROPOSED CONTOURS

PROPOSED FILL LINE

PROPOSED RIP-RAP

PROPOSED CULVERT

CONSTRUCTION LIMITS

PROPOSED BELTED SILT FENCE

APPROX. LIMITS OF REFUSE

PROPOSED CHECK DAM

GAS LINE

B-#

P-#

PROPOSED CHANNEL #1A -

250 LF, 2 FT V-CHANNEL

PROPOSED ROAD

CROSSING

PORTAL NO. 1

PROPOSED WET MINE SEAL

PROPOSED

CONSTRUCTION

ENTRANCE

PORTAL NO. 13A

PROPOSED WET MINE SEAL

PORTAL NO. 14

PROPOSED WET MINE SEAL

PROPOSED DRIVEWAY

REPAIR W/ TWO

36" HDPE PIPES

PROPOSED CHANNEL #1B -

53 LF, 2 FT V-CHANNEL

PROPOSED ROAD

CROSSING

PROPOSED TOPSOIL

STOCKPILE AREA

REFUSE

PILE #1

PROPOSED

WOVEN BELTED

SILT FENCE

EET #4

ATCH

ARK

SITE PLAN EARTHWORK SCHEDULE

LOCATION CUT FILL NET

REFUSE PILE 1 971 - CY 960 - CY 11 - CY <CUT>

REFUSE PILE 2 695 - CY 731 - CY 36 - CY <FILL>

REFUSE PILE 3 5,624-CY 12-CY 5,612-CY <CUT>

REFUSE PILE 4 2,313 - CY 40 - CY 2,273 - CY <CUT>

STREAM

RESTORATION 4,122 - CY 6 - CY 4,115 - CY <CUT>

IMPOUNDMENT

AREA (MUD) 2,525 - CY 0 - CY 2,525 - CY <CUT>

IMPOUNDMENT

AREA 543 - CY 14,909 - CY 14,366 - CY <FILL>

PROPOSED

CHECK

DAM

PROPOSED

CHECK

DAM

PORTAL NO. 13

PROPOSED WET MINE SEAL

ABANDON PIEZOMETER

PROJECT SIGN AND

NPDES PUBLIC

NOTICE SIGN

RAIN GAUGE

LOCATION

B-3

B-4

B-5

B-6

P-2

B-2A

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

22862288

22922294

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0+80

0+00

0+44

0+00

0+46

0+00

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9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00 20+00

20+33 0+72

PROPOSED CHANNEL #2-

75 LF, 2 FT V-CHANNEL

PORTAL NO. 5

PROPOSED WET MINE SEAL

EXISTING PORTAL NO. 6

(DO NOT DISTURB)

PROPOSED

CHECK DAM

PLAN LEGEND

EXISTING CONTOURS

1. FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH

TECHNICAL SPECIFICATIONS.

2. MAPPING AND TOPOGRAPHIC INFORMATION PROVIDED BY MEAD

AND HUNT DATED 4/29/2022.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION

AND LOCATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE

CONSTRUCTION LIMITS.

4. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE WVDEP.

5. CONTRACTOR SHALL NOTIFY THE ONE-CALL SYSTEM OF THE

INTENDED EXCAVATION OR DEMOLITION NOT LESS THAN

FORTY-EIGHT (48) HOURS, EXCLUDING SATURDAYS, SUNDAYS AND

LEGAL FEDERAL OR STATE HOLIDAYS, NO MORE THAN TEN (10)

WORK DAYS PRIOR TO THE BEGINNING OF SUCH WORK. CONTACT

WEST VIRGINIA 811 AT WV811.COM OR 1-800-245-4848

NOTES

APPROX. PROPERTY LINE

EXISTING DRAIN OR WATER COURSE

CONTROL POINT

BORE HOLE

EXISTING PORTAL LOCATION

EXISTING GUARDRAIL

EXISTING UTILITY POLE

PIEZOMETER

EXISTING TREELINE

PROPOSED CONTOURS

PROPOSED FILL LINE

PROPOSED RIP-RAP

PROPOSED CULVERT

CONSTRUCTION LIMITS

PROPOSED BELTED SILT FENCE

APPROX. LIMITS OF REFUSE

PROPOSED CHECK DAM

GAS LINE

B-#

P-#

SITE PLAN EARTHWORK SCHEDULE

LOCATION CUT FILL NET

REFUSE PILE 1 971 - CY 960 - CY 11 - CY <CUT>

REFUSE PILE 2 695 - CY 731 - CY 36 - CY <FILL>

REFUSE PILE 3 5,624-CY 12-CY 5,612-CY <CUT>

REFUSE PILE 4 2,313 - CY 40 - CY 2,273 - CY <CUT>

STREAM

RESTORATION 4,122 - CY 6 - CY 4,115 - CY <CUT>

IMPOUNDMENT

AREA (MUD) 2,525 - CY 0 - CY 2,525 - CY <CUT>

IMPOUNDMENT

AREA 543 - CY 14,909 - CY 14,366 - CY <FILL>

EXISTING PORTAL NO. 4

(DO NOT DISTURB)

REFUSE

PILE #2

PROPOSED ROCK

CROSS VANE

PROPOSED VEGETATED

STREAMBANK

PROPOSED

ROAD CROSSING

PROPOSED J-HOOK

VANE

PROPOSED

ROAD CROSSING

PROPOSED

BORROW/WASTE AREA

FINISHED GRADE TO BE

2:1 OR LESS

PROPOSED WOVEN

BELTED SILT FENCE

PROPOSED VEGETATED

STREAMBANK

REFUSE

PILE

PROPOSED ROAD

CROSSING

PROPOSED CHANNEL #3-

40LF, 2FT V-CHANNEL

PROPOSED CHANNEL #4-

47LF, 2FT V-CHANNEL

PROPOSED HABITAT

ENHANCEMENT RIFFLE

PROPOSED VEGETATED

STREAMBANK

PROPOSED WOVEN

BELTED SILT FENCE

PROPOSED

ROAD CROSSING

PORTAL NO. 12

PROPOSED WET MINE SEAL

PROPOSED VEGETATED

STREAMBANK

PROPOSED CHANNEL #5-

65LF, 2FT V-CHANNEL

T #3

ATC

H M

ARK

EET #5

ATCH

ARK

PROPOSED LOG

CROSS VANE

PROPOSED J-HOOK

W/ WOODY TOE

PROPOSED LOG ROCK AND

ROLL RIFFLE

ABANDON PIEZOMETER

WETLAND

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WEST VIRGINIA DEP

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ABANDONED MINE LANDS & RECLAMATION

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SULLIVAN REFUSE & CLOGGED STREAM

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AutoCAD SHX Text 101-T50-11231

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AS NOTED

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RECLAMATION PLAN 2 OF 3

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100'

P-3

23+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

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0+00

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0+00

0+46

0+00

0+65

0+72

0+00

1+00 1+09

1+00

2+00

3+00

5+00

6+00

7+00

8+009+00

10+00

11+00

12+00

13+00

14+00

15+00

PLAN LEGEND

EXISTING CONTOURS

1. FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH

TECHNICAL SPECIFICATIONS.

2. MAPPING AND TOPOGRAPHIC INFORMATION PROVIDED BY MEAD

AND HUNT DATED 4/29/2022.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION

AND LOCATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE

CONSTRUCTION LIMITS.

4. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE WVDEP.

5. CONTRACTOR SHALL NOTIFY THE ONE-CALL SYSTEM OF THE

INTENDED EXCAVATION OR DEMOLITION NOT LESS THAN

FORTY-EIGHT (48) HOURS, EXCLUDING SATURDAYS, SUNDAYS AND

LEGAL FEDERAL OR STATE HOLIDAYS, NO MORE THAN TEN (10)

WORK DAYS PRIOR TO THE BEGINNING OF SUCH WORK. CONTACT

WEST VIRGINIA 811 AT WV811.COM OR 1-800-245-4848

NOTES

APPROX. PROPERTY LINE

EXISTING DRAIN OR WATER COURSE

CONTROL POINT

BORE HOLE

EXISTING PORTAL LOCATION

EXISTING GUARDRAIL

EXISTING UTILITY POLE

PIEZOMETER

EXISTING TREELINE

PROPOSED CONTOURS

PROPOSED FILL LINE

PROPOSED RIP-RAP

PROPOSED CULVERT

CONSTRUCTION LIMITS

PROPOSED BELTED SILT FENCE

APPROX. LIMITS OF REFUSE

PROPOSED CHECK DAM

GAS LINE

B-#

P-#

PROPOSED VEGETATED STREAMBANK

PROPOSED 110 LF OF 2FT

DEPTH TRAPEZOIDAL

CHANNEL #7

REFUSE PILE #4

PROPOSED 72 LF OF 2FT DEPTH

TRAPEZOIDAL CHANNEL #6

PROPOSED VEGETATED

STREAMBANK

PROPOSED ROCK AND

ROLL LOG AND ROCK STEP

PROPOSED HABITAT

ENHANCEMENT RIFFLE

PROPOSED LOG ROCK AND

ROLL RIFFLE

PROPOSED ROCK CROSS

VANE

PROPOSED VEGETATED

STREAMBANK

PROPOSED VEGETATED

STREAMBANK

EET #4

ATCH M

ARK

PROPOSED HABITAT

ENHANCEMENT RIFFLE

PROPOSED VEGETATED

STREAMBANK

SITE PLAN EARTHWORK SCHEDULE

LOCATION CUT FILL NET

REFUSE PILE 1 971 - CY 960 - CY 11 - CY <CUT>

REFUSE PILE 2 695 - CY 731 - CY 36 - CY <FILL>

REFUSE PILE 3 5,624-CY 12-CY 5,612-CY <CUT>

REFUSE PILE 4 2,313 - CY 40 - CY 2,273 - CY <CUT>

STREAM

RESTORATION 4,122 - CY 6 - CY 4,115 - CY <CUT>

IMPOUNDMENT

AREA (MUD) 2,525 - CY 0 - CY 2,525 - CY <CUT>

IMPOUNDMENT

AREA 543 - CY 14,909 - CY 14,366 - CY <FILL>

PROPOSED LOG

CROSS VANE

ABANDON PIEZOMETER

WETLAND

AutoCAD SHX Text

AutoCAD SHX Text SHEET No.

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SURVEY BY:

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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DATE

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DESCRIPTION

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LAYOUT TAB:

AutoCAD SHX Text 5 Plan Sheet 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

SULLIVAN REFUSE & CLOGGED STREAM

AutoCAD SHX Text

AutoCAD SHX Text 101-T50-11231

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

RECLAMATION PLAN 3 OF 3

AutoCAD SHX Text

AutoCAD SHX Text 50'

100'

EXISTING

GROUND

ANIMAL

GUARD

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

MINE SEAL

OUTLET PIPES

PROPOSED

ROAD

CROSSING

PROPOSED

ROAD

CROSSING

PROPOSED

CHANNEL NO.

PROPOSED

CHANNEL NO. 1A

PROPOSED

CHANNEL NO 1C.

PROPOSED

CHANNEL NO. 6

INSTALL 1H:1V STONE

BULKHEAD TO 2' ABOVE

PORTAL OPENING OR AS

APPROVED BY WVDEP

INSTALL 1H:1V STONE

BULKHEAD TO 2' ABOVE

PORTAL OPENING OR AS

APPROVED BY WVDEP

INSTALL 1H:1V STONE

BULKHEAD TO 2' ABOVE

PORTAL OPENING OR AS

APPROVED BY WVDEP

INSTALL 1H:1V STONE

BULKHEAD TO 2' ABOVE

PORTAL OPENING OR AS

APPROVED BY WVDEP

INSTALL 1H:1V STONE

BULKHEAD TO 2' ABOVE

PORTAL OPENING OR AS

APPROVED BY WVDEP

INSTALL 1H:1V STONE

BULKHEAD TO 2' ABOVE

PORTAL OPENING OR AS

APPROVED BY WVDEP

MINIMUM 6' ROOF

CONTACT

MINIMUM 6' ROOF

CONTACT

MINIMUM 6' ROOF

CONTACT

MINIMUM 6' ROOF

CONTACTMINIMUM 6' ROOF

CONTACT

MINIMUM 6' ROOF

CONTACT

ANIMAL

GUARD

ANIMAL

GUARDANIMAL

GUARD

ANIMAL

GUARD

ANIMAL

GUARD

CONVEYANCE

PIPE - LENGTH

VARIES

MINE SEAL

OUTLET PIPES

CONVEYANCE

PIPE - LENGTH

VARIES

MINE SEAL

OUTLET PIPES

CONVEYANCE

PIPE - LENGTH

VARIES MINE SEAL

OUTLET PIPES

CONVEYANCE

PIPE - LENGTH

VARIES

MINE SEAL

OUTLET PIPES

CONVEYANCE

PIPE - LENGTH

VARIESMINE SEAL

OUTLET PIPES

CONVEYANCE

PIPE - LENGTH

VARIES

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AutoCAD SHX Text 0+35

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+45

AutoCAD SHX Text 0+50

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MINE PORTAL NO. 1

AutoCAD SHX Text Scale: 1" = 5'

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AutoCAD SHX Text 0+05

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AutoCAD SHX Text 0+45

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MINE PORTAL NO. 14

AutoCAD SHX Text Scale: 1" = 5'

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AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+15

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+25

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+35

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+45

AutoCAD SHX Text 0+50

AutoCAD SHX Text

MINE PORTAL NO. 13

AutoCAD SHX Text Scale: 1" = 5'

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+05

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+15

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+25

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+35

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+45

AutoCAD SHX Text 0+50

AutoCAD SHX Text

MINE PORTAL NO. 13A

AutoCAD SHX Text Scale: 1" = 5'

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+05

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+15

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+25

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+35

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+45

AutoCAD SHX Text 0+50

AutoCAD SHX Text

MINE PORTAL NO. 5

AutoCAD SHX Text Scale: 1" = 5'

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+05

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+15

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+25

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+35

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+45

AutoCAD SHX Text 0+50

AutoCAD SHX Text

MINE PORTAL NO. 12

AutoCAD SHX Text Scale: 1" = 5'

AutoCAD SHX Text

AutoCAD SHX Text 0+55

AutoCAD SHX Text 0+60

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text CAD FILE: R:\050\T50-11231-AML SULLIVAN REFUSE & CLOGGED STREAM-WVDEP-\Drawing\11231-Site Plan Working Set 8-8-23.dwg PLOT DATE/TIME: 7/23/2024 1:57 PM USER: chase p. higginbothamR:\050\T50-11231-AML SULLIVAN REFUSE & CLOGGED STREAM-WVDEP-\Drawing\11231-Site Plan Working Set 8-8-23.dwg PLOT DATE/TIME: 7/23/2024 1:57 PM USER: chase p. higginbotham PLOT DATE/TIME: 7/23/2024 1:57 PM USER: chase p. higginbotham 7/23/2024 1:57 PM USER: chase p. higginbotham USER: chase p. higginbothamchase p. higginbotham

AutoCAD SHX Text

SURVEY BY:

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AutoCAD SHX Text FIELD BOOK No.:

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SURVEY DATE:

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NO.

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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:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text 6 Mine Portal Profiles

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

SULLIVAN REFUSE & CLOGGED STREAM

AutoCAD SHX Text

AutoCAD SHX Text 101-T50-11231

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

MINE PORTAL PROFILES

AutoCAD SHX Text

AutoCAD SHX Text 5'

10'

0+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100

0+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120

1+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

1+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160

2+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

2+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

3+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

3+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

PROFILE LEGEND

EXISTING GROUND

PROPOSED GRADE

EXISTING GRADE

PROPOSED FINISH GRADE

EXISTING GRADE

REFUSE PILE #1

PROPOSED STREAM

RESTORATION

(ROCK CROSS VANE)

PROPOSED FINISH GRADE

EXISTING ACCESS ROAD

EXISTING ACCESS ROADEXISTING ACCESS ROAD

EXISTING ACCESS ROAD

REFUSE PILE #2

REFUSE PILE #1

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

SURVEY BY:

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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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:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text 7 Cross Sections

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

SULLIVAN REFUSE & CLOGGED STREAM

AutoCAD SHX Text

AutoCAD SHX Text 101-T50-11231

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CROSS SECTIONS 1 OF 6

AutoCAD SHX Text

AutoCAD SHX Text 30'

60'

4+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

4+50

10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

5+00

10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

5+50

10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 1700-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

6+00

10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 1800-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

6+50

10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 1900-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

7+00

10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 1900-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

7+50

10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 2000-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

PROFILE LEGEND

EXISTING GROUND

PROPOSED GRADE

EXISTING GRADE

REFUSE PILE #2

EXISTING GRADE

PROPOSED STREAM RESTORATION

PROPOSED STREAM

RESTORATION

PROPOSED STREAM

RESTORATION

PROPOSED STREAM

RESTORATION

PROPOSED STREAM

RESTORATION

PROPOSED STREAM

RESTORATION

PROPOSED STREAM RESTORATION -

J HOOK WITH WOODY TOE

PROPOSED STREAM

RESTORATION

PROPOSED FINISH

GRADE

PROPOSED CHANNEL NO. 2

EXISTING ACCESS ROAD

PROPOSED BORROW/WASTE AREA

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

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DRAWN:

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SCALE:

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CHECKED:

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APPROVED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

LAYOUT TAB:

AutoCAD SHX Text 8 Cross Sections

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

SULLIVAN REFUSE & CLOGGED STREAM

AutoCAD SHX Text

AutoCAD SHX Text 101-T50-11231

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CROSS SECTIONS 2 OF 6

AutoCAD SHX Text

AutoCAD SHX Text 30'

8+00

10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 2000-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

8+50

10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 2000-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

9+00

10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 2000-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

9+50

10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

10+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330

10+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330

11+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330

11+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290

12+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350

PROFILE LEGEND

EXISTING GROUND

PROPOSED GRADE

EXISTING GRADE

PROPOSED STREAM

RESTORATION

PROPOSED STREAM RESTORATION-

LOG ROCK AND ROLL RIFFLE

PROPOSED STREAM RESTORATION-

LOG ROCK AND ROLL RIFFLE

PROPOSED STREAM

RESTORATION

EXISTING GRADE

REFUSE PILE #3

EXISTING GRADE

REFUSE PILE #3

EXISTING GRADE

REFUSE PILE #3

EXISTING GRADE

PROPOSED FINISH GRADE

PROPOSED STREAM RESTORATION

PROPOSED STREAM

RESTORATION

PROPOSED STREAM

RESTORATION

PROPOSED STREAM RESTORATION

PROPOSED FINISH

GRADE

PROPOSED STREAM

RESTORATION -

HABITAT ENHANCEMENT

RIFFLE

EXISTING

ACCESS ROAD

EXISTING ACCESS ROAD

EXISTING

ACCESS ROAD

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING ACCESS ROAD

PROPOSED CHANNEL NO. 4

EXISTING ACCESS ROAD

PROPOSED BORROW/WASTE AREA

EXISTING ACCESS ROAD

PROPOSED

FINISH GRADE

PROPOSED CHANNEL NO. 3

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:

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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 9 Cross Sections

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

SULLIVAN REFUSE & CLOGGED STREAM

AutoCAD SHX Text

AutoCAD SHX Text 101-T50-11231

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CROSS SECTIONS 3 OF 6

AutoCAD SHX Text

AutoCAD SHX Text 30'

12+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350

13+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

13+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

14+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

14+50

10 20 30 400-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330

15+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370

15+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400

16+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430

PROFILE LEGEND

EXISTING GROUND

PROPOSED GRADE

EXISTING GRADE

PROPOSED STREAM RESTORATION

(CONSTRUCTED RIFFLE)

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM

RESTORATION

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM

RESTORATION

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM RESTORATION

- LOG CROSS VANE

PROPOSED FINISH

GRADE

PROPOSED STREAM RESTORATION

(LOG ROCK AND ROLL RIFFLE)

PROPOSED STREAM

RESTORATION

REFUSE PILE #4

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED FINISH

GRADE

PROPOSED STREAM RESTORATION -

ROCK AND ROLL LOG AND ROCK STEP

EXISTING GRADE

PROPOSED FINISH

GRADE

PROPOSED STREAM

RESTORATION

EXISTING GRADE

PROPOSED FINISH

GRADEEXISTING GRADE

REFUSE PILE #4

EXISTING

ACCESS ROAD

EXISTING ACCESS ROAD

EXISTING ACCESS

ROAD

EXISTING ACCESS ROAD

EXISTING ACCESS

ROAD

EXISTING ACCESS ROAD

ROAD CROSSING

PROPOSED FINISH

GRADE

EXISTING IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

PROPOSED FINISH

GRADE

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:

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SCALE:

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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 10 Cross Sections

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

SULLIVAN REFUSE & CLOGGED STREAM

AutoCAD SHX Text

AutoCAD SHX Text 101-T50-11231

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CROSS SECTIONS 4 OF 6

AutoCAD SHX Text

AutoCAD SHX Text 30'

16+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340

17+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390

17+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350

18+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350

18+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

19+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

19+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

20+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

PROFILE LEGEND

EXISTING GROUND

PROPOSED GRADE

EXISTING GRADE

PROPOSED STREAM RESTORATION

PROPOSED FINISH GRADE

EXISTING GRADE

PROPOSED STREAM

RESTORATION (J-HOOK)

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM

RESTORATION

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM RESTORATION

(LOG ROCK AND ROLL RIFFLE)

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM RESTORATION -

ROCK AND ROLL LOG AND ROCK STEP

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM RESTORATION

- ROCK AND ROLL LOG AND ROCK

STEP PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM RESTORATION -

ROCK AND ROLL LOG AND ROCK STEP

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM

RESTORATION

EXISTING

ACCESS ROAD

EXISTING

ACCESS ROAD

EXISTING

ACCESS ROAD

EXISTING

ACCESS ROAD

EXISTING

ACCESS ROAD

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING

IMPOUNDMENT AREA

EXISTING

ACCESS ROAD

PROPOSED CHANNEL NO. 6

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 11 Cross Sections

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

SULLIVAN REFUSE & CLOGGED STREAM

AutoCAD SHX Text

AutoCAD SHX Text 101-T50-11231

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CROSS SECTIONS 5 OF 6

AutoCAD SHX Text

AutoCAD SHX Text 30'

20+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

21+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

21+50

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

22+00

10 20 30 40 500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160

22+50

10 20 30 40 500-10-20-30-40-50-60

23+00

10 20 30 40 500-10-20-30-40-50-60

PROFILE LEGEND

EXISTING GROUND

PROPOSED GRADE

EXISTING GRADE

EXISTING GRADE PROPOSED STREAM

RESTORATION

PROPOSED FINISH

GRADE

EXISTING GRADE

PROPOSED STREAM

RESTORATION

EXISTING GRADE

EXISTING ACCESS

ROAD

PROPOSED

CHANNEL NO. 7

PROPOSED

CHANNEL NO. 7

PROPOSED

CHANNEL NO. 7

PROPOSED STREAM RESTORATION

(CONSTRUCTED RIFFLE)

EXISTING

IMPOUNDMENT AREA

EXISTING ACCESS

ROAD

EXISTING ACCESS

ROAD

EXISTING ACCESS

ROAD

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 Cross Sections

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

SULLIVAN REFUSE & CLOGGED STREAM

AutoCAD SHX Text

AutoCAD SHX Text 101-T50-11231

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CROSS SECTIONS 6 OF 6

AutoCAD SHX Text

AutoCAD SHX Text 30'

WEIR INVERT

ELEVATION

5:1 MINIMUM

TRANSITION

INTO TRAP

EXCAVATED

TRAP

26"

22"

TRENCH

FRONT ELEVATION

4' LONG WOOD (OAK) OR STEEL

POST SPACED AT 6'-0" MAX

26"

22"

24"

10' TO TOE

OF SLOPE

FABRIC TO BE 24" ABOVE GROUND

WITH "J" IN TRENCH

FLOW

4" x 8" Trench

SIDE VIEW

TOE IN AND COMPACT BACKFILL

5 STAPLES

(1" x 134") GROUND LINE

BOTTOM OF

TRENCH LINE

REPAIR DETAIL

ATTACHING TWO SILT FENCES

WHEN TRENCHING IS USED

PLAN VIEW

36" SILT-SAVER WBSF-6

STAPLES OR WIRE TIES

TO BE PLACED AT EACH

SUPPORT BAND.

(5 BANDS TOTAL)

24"

AutoCAD SHX Text

ROCK CHECK DAM NOT TO SCALE

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 2:1

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2:1

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

CHECK DAM WITH SUMP

AutoCAD SHX Text

DITCH FLOW

AutoCAD SHX Text

DEPTH VARIES

AutoCAD SHX Text

CHECK DAM SPACING

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text L = THE DISTANCE SUCH THAT POINT A AND B ARE OF EQUAL ELEVATION MAXIMUM DISTANCE 300'

AutoCAD SHX Text

1. INSPECT EACH CHECK DAM AT A MINIMUM ONCE EVERY FOUR CALENDAR DAYS AND WITHIN 24 INSPECT EACH CHECK DAM AT A MINIMUM ONCE EVERY FOUR CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.25 INCHES OF RAIN PER 24 HOUR PERIOD. CHECK TO SEE IF WATER HAS FLOWED AROUND THE EDGES OF THE STRUCTURE. 2.

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File details come from the government source that posted it. Updated Mar 11, 2026.