PLANS ARQS DEP25-100 AML-Valley Camp Mine Facilities.pdf

USGS LOCATION MAP

SCALE: 1" = 2,000'

RICHARD G. HOVATTER, P.E. DATE

ANI SEMPER L IB

ER

IMONT

WHEELING QUADRANGLE

LOCATION MAP

SCALE: 1" = 1/2 MILE

OHIO COUNTY

DIVISION OF LAND RESTORATION

HAROLD D. WARD, CABINET SECRETARY

PROJECT

LOCATION

WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

LOCATION MAP

VALLEY CAMP MINE FACILITIESOFFICE OF ABANDONED MINE LANDS AND RECLAMATION

PROJECT

LOCATION

WHEELING CREEK

EXISTING BRIDGE

800800

EXISTING PAVED

AREA

US ROUTE 40

NATIONAL ROAD

US ROUTE 40

NATIONAL ROAD

EXISTING

RUBBLE AREA

EXISTING PUMP STATION AND CONCRETE SHAFT

APPROXIMATE 8 FOOT OUTSIDE DIAMETER CONCRETE PIPE

APPROXIMATELY 10 FOOT HEIGHT ABOVE GRADE

DEPTH OF SHAFT UNKNOWN

STEEL PLATFORM WITH PIPE SUPPORTS ABOVE SHAFT

STRUCTURE, APPROXIMATE 12 FOOT X 18 FOOT DECK

STEEL RIGGING STRUCTURE ABOVE DECK

APPROXIMATELY 10 FOOT IN HEIGHT

SURFACE ELEVATION: 784.0'

EXISTING CONCRETE SILO

35.0 FOOT OUTSIDE DIAMETER

142.6 FOOT HEIGHT

SURFACE ELEVATION: 788.0'

TOP ELEVATION: 930.60'

MIDDLE CREEK GARAGE INC

TM T8 / P 40.10

TRIADELPHIA DISTRICT

OHIO COUNTY

OHIO COUNTY COMMISSION

TM T8 / P 40

TRIADELPHIA DISTRICT

OHIO COUNTY

THOMAS MARTEN CO

TM 8 / P 57.1

TRIADELPHIA DISTRICT

OHIO COUNTY

THOMAS MARTEN CO

TM 8 / P 51

TRIADELPHIA DISTRICT

OHIO COUNTY PHK LLC

TM 8 / P 57

TRIADELPHIA DISTRICT

OHIO COUNTY

PHK LLC

TM 8 / P 55

TRIADELPHIA DISTRICT

OHIO COUNTY

PHK LLC

TM 8 / P 3.11

TRIADELPHIA DISTRICT

OHIO COUNTY

VICTORIA LEE THALMAN

TM 8 / P 70

TRIADELPHIA DISTRICT

OHIO COUNTY

EXISTING GRAVEL

AREA

PLAN LEGEND

EXISTING CONTOURS

EXISTING TREE LINE

EXISTING STRUCTURE

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING PAVED ROAD

EXISTING GRAVELED AREA

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 OHIO COUNTY,

TRIADELPHIA DISTRICT TAX RECORDS.

3. THE PROPERTY INFORMATION WAS ACQUIRED FROM THE

WEST VIRGINIA PROPERTY VIEWER (WWW.MAPWV.GOV)

ON THIS DATE: OCTOBER 2023.

NOTES

BSRF

BSRF

BSRF BSRF

BSRF

SHEET 5

SHEET 6

STABILIZED

CONSTRUCTION

ENTRANCE

EXISTING PUMP

STATION AND SHAFT

EXISTING

PAVED AREA

MIDDLE CREEK GARAGE INC

TM T8 / P 40.10

TRIDELPHIA DISTRICT

OHIO COUNTY

OHIO COUNTY COMMISSION

TM T8 / P 40

TRIDELPHIA DISTRICT

OHIO COUNTY

THOMAS MARTEN CO

TM 8 / P 57.1

TRIDELPHIA DISTRICT

OHIO COUNTY

THOMAS MARTEN CO

TM 8 / P 51

TRIDELPHIA DISTRICT

OHIO COUNTY

PHK LLC

TM 8 / P 57

TRIDELPHIA DISTRICT

OHIO COUNTY

PHK LLC

TM 8 / P 55

TRIDELPHIA DISTRICT

OHIO COUNTY

PHK LLC

TM 8 / P 3.11

TRIDELPHIA DISTRICT

OHIO COUNTY

VICTORIA LEE THALMAN

TM 8 / P 70

TRIDELPHIA DISTRICT

OHIO COUNTY

EXISTING SILO

(TO BE DEMOLISHED)

EXISTING

RUBBLE

AREA

CONCRETE WASTE AREA

EXISTING

GRAVELED

AREA

US ROUTE 40

EXISTING BRIDGE

(OHIO COUNTY)

GRAVEL DRIVE

REHABILITATION

GRAVEL DRIVE

REHABILITATION

ALTERNATE

GRAVEL DRIVE

REHABILITATION

ALTERNATE

TEMPORARY

ACCESS ROAD

ALTERNATE

TEMPORARY

STREAM CROSSING

LOCATION

EQUIPMENT/STORAGE

AREA

060' 60' 120'

BSRF BSRF

BS

R

F

BSRF

BSRF

BS

R

F

BSRFBSRF

BSRF

BSRF

BSRF

BSRF

BSRF BSRF BSRF

M A

T C

H S

H E

E T

DESIGNATED SILO FALL AREA

(SEE NOTE, THIS SHEET)

US ROUTE 40

NATIONAL ROAD

WHEELING CREEK

EXISTING CONCRETE SILO

(TO BE DEMOLISHED)

CONCRETE WASTE AREA

(SEE NOTES, THIS SHEET)

FUEL STORAGE AREA

MIDDLE CREEK GARAGE INC

TM T8 / P 40.10

TRIADELPHIA DISTRICT

OHIO COUNTY

VICTORIA LEE THALMAN

TM 8 / P 70

TRIADELPHIA DISTRICT

OHIO COUNTY

EXISTING RUBBLE AREA

(SEE NOTES, THIS SHEET)

EQUIPMENT / STORAGE

AREA

GRAVEL DRIVE REHABILITATION

(STONE SHALL BE UTILIZED AS SPECIFIED, AND

AS REQUIRED OR APPROVED BY THE ENGINEER)

12.0' 100'

100'

EXISTING GRAVELED AREA

TEMPORARY TOPSOIL STOCKPILE

(RUBBLE AREA RECLAMATION)

TEMPORARY TOPSOIL STOCKPILE

(EQUIPMENT/STORAGE RECLAMATION)

030' 30' 60'

SITE LEGEND

EXISTING UTILITY POLE

EXISTING CONTOURS

TREELINE

EXISTING FENCE

PROPERTY LINE

PROPOSED CONTOURS

EXISTING STRUCTURE

SILT FENCEBSRF

LIMITS OF DISTURBANCE (4.22 AC)

EXISTING PAVED AREA

STABILIZED CONSTRUCTION ENTRANCE

NPDES SIGN

RAIN GAUGE

FUEL STORAGE AREA

EQUIPMENT STORAGE AREA

GRAVEL DRIVE REHABILITATION

TEMPORARY ACCESS ROAD

GENERAL NOTES

CONCRETE WASTE AREA

1. DEMOLISHED CONCRETE, CINDER BLOCKS, BRICKS, STONE BLOCKS, AND

FOUNDATION RUINS TO BE INCORPORATED INTO THE FILL SHALL BE OF

SIZE LESS THAN 2 FEET IN ANY DIMENSION.

2. THIS AREA SHALL BE CONSTRUCTED TO THE GRADES AND ELEVATIONS

AS SHOWN ON SHEET 7.

3. ALL REINFORCEMENT NOT COMPLETELY EMBEDDED IN ANY PIECE OF

CONCRETE WILL BE REMOVED. ALL REINFORCEMENT FROM THE SITE TO

AN OFF-SITE DISPOSAL AREA APPROVED BY THE STATE TO ACCEPT THE

APPLICABLE WASTE TYPE.

4. THE CONCRETE WASTE AREA TO BE FIRST CAPPED WITH A 6-INCH LAYER

OF AASHTO #1 AND THEN A FINAL 6-INCH CAP LAYER OF 1 1/2 INCH

CRUSHER RUN. BOTH LAYERS TO BE COMPACTED.

5. THIS AREA WILL NOT BE CAPPED WITH TOPSOIL.

GENERAL NOTES

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. TAX MAP AND PARCEL NUMBER IS FROM OHIO COUNTY -

COURT HOUSE.

3. GPP 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.

EXISTING RUBBLE AREA

1. EXISTING DEMOLISHED CONCRETE, CINDER BLOCKS, BRICKS, STONE

BLOCKS, AND FOUNDATION RUINS TO BE REMOVED 1-FOOT BELOW

EXISTING GRADE.

2. ALL DEMOLISHED CONCRETE WILL BE PLACED IN THE CONCRETE

WASTE AREA

3. THIS ARE WILL NOT BE CAPPED WITH 12-INCHES OF SOIL.

BSRF BSRF

BSRF

M A

T C

H S

H E

E T

EXISTING PAVED AREA

UPON COMPLETION OF THE PROJECT, IF

EXISTING ASPHALT IS DAMAGED AND IF

DIRECTED BY THE ENGINEER, THEN THE

CONTRACTOR WILL INSTALL A 2 INCH HOT MIX

ASPHALT WEARING COURSE, TYPE 1

(PLEASE SEE SHEET 9 FOR DETAIL)

STABILIZED CONSTRUCTION

ENTRANCE

WHEELING CREEK

US ROUTE 40

NATIONAL ROAD

EXISTING PUMP STATION

AND CONCRETE SHAFT

(SEE NOTE, THIS SHEET) NPDES SIGN

LOCATION

RAIN GAUGE

LOCATION

MIDDLE CREEK GARAGE INC

TM T8 / P 40.10

TRIADELPHIA DISTRICT

OHIO COUNTY

OHIO COUNTY COMMISSION

TM T8 / P 40

TRIADELPHIA DISTRICT

OHIO COUNTY

THOMAS MARTEN CO

TM 8 / P 57.1

TRIADELPHIA

DISTRICT

OHIO COUNTY

THOMAS MARTEN CO

TM 8 / P 51

TRIADELPHIA

DISTRICT

OHIO COUNTY

PHK LLC

TM 8 / P 57

TRIADELPHIA

DISTRICT

OHIO COUNTY

PHK LLC

TM 8 / P 55

TRIADELPHIA

DISTRICT

OHIO COUNTY

VICTORIA LEE THALMAN

TM 8 / P 70

TRIADELPHIA DISTRICT

OHIO COUNTY

PHK LLC

TM 8 / P 3.11

TRIADELPHIA

DISTRICT

OHIO COUNTY

EXISTING BRIDGE

APPROXIMATE EXISTING GATE

12.0'

ALTERNATE TEMPORARY

STREAM CROSSING

LOCATION (SIZE AND

TYPE TO BE DETERMINED

BY CONTRACTOR IF

ALTERNATE ACCESS IS

UTILIZED)

ALTERNATE GRAVEL DRIVE REHABILITATION

(STONE SHALL ONLY BE USED IF ALTERNATE

ACCESS IS UTILIZED.)

ALTERNATE TEMPORARY ACCESS ROAD

(STONE SHALL BE UTILIZED AS SPECIFIED, AND

AS REQUIRED OR APPROVED BY THE ENGINEER)

GRAVEL DRIVE REHABILITATION

(STONE SHALL BE UTILIZED AS SPECIFIED, AND

AS REQUIRED OR APPROVED BY THE ENGINEER)

GRAVEL DRIVE REHABILITATION

(STONE SHALL BE UTILIZED AS SPECIFIED, AND

AS REQUIRED OR APPROVED BY THE ENGINEER)

030' 30' 60'

SITE LEGEND

EXISTING UTILITY POLE

EXISTING CONTOURS

TREELINE

EXISTING FENCE

PROPERTY LINE

PROPOSED CONTOURS

EXISTING STRUCTURE

SILT FENCEBSRF

LIMITS OF DISTURBANCE (4.22 AC)

EXISTING PAVED AREA

STABILIZED CONSTRUCTION ENTRANCE

NPDES SIGN

RAIN GAUGE

FUEL STORAGE AREA

EQUIPMENT STORAGE AREA

GRAVEL DRIVE REHABILITATION

TEMPORARY ACCESS ROAD

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. TAX MAP AND PARCEL NUMBER IS FROM OHIO COUNTY -

COURT HOUSE.

3. RAIN GAUGE, NPDES SIGN, AND FUEL STORAGE

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.

GENERAL NOTES

EXISTING PUMP STATION AND CONCRETE SHAFT

1. EXISTING METAL STRUCTURE TO BE DEMOLISHED AND MATERIAL TO BE

DISPOSED OFF-SITE.

2. EXPOSED CONCRETE TO BE REMOVED TO 1-FOOT BELOW EXISTING GRADE.

SUITABLE MATERIAL TO BE PLACED IN CONCRETE WASTE AREA.

3. EXISTING VOID TO BE FILLED WITH D50=6-INCH RIPRAP

4. PLACE SEPARATION FABRIC

5. CAP WITH A 18-INCH LAYER OF 3-INCH CRUSHER RUN TO A HEIGHT 1 FOOT

BELOW EXISTING SURFACE.

6. CAP WITH 12-INCHES OF SOIL

7. THE AREA TO BE GRADED TO APPROXIMATE ORIGINAL CONTOUR.

8. THE AREA TO BE SEEDED AND MULCHED.

ACCESS NOTES

1. THE EXISTING ACCESS BRIDGE IS OWNED BY THE OHIO COUNTY

COMMISSION. IF THE CONTRACTOR CHOOSES TO UTILIZE THE EXISTING

BRIDGE, THEY WILL BE REQUIRED TO REACH A USAGE AGREEMENT WITH

COUNTY. CONTRACTOR WILL BE RESPONSIBLE TO EVALUATE THE BRIDGE BY

A REGISTERED WV PROFESSIONAL ENGINEER FOR THE LOADS OF THE

ANTICIPATED EQUIPMENT TO UTILIZE THE BRIDGE. THIS EVALUATION SHALL

INCLUDE A COMPLETE REPLACEMENT COST FOR THE STRUCTURE,

INCLUDING DESIGN, PERMITTING, ETC., AND ALL OTHER COSTS, IN THE CASE

THAT IS DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE

IN PLACE A BOND FOR $1,500,000 OR THE COMPLETE REPLACEMENT COST OF

THE STRUCTURE FROM THE EVALUATION, WHICHEVER IS GREATER. IF

DAMAGES OCCUR TO THE STRUCTURE THAT ARE NOT RECTIFIED BY THE

CONTRACTOR, THEN TEH BOND SHALL BE USED TO REPAIR OR REPLACE THE

STRUCTURE TO A SO ACCEPTABLE CONDITION AS DETERMINED AND

APPROVED IN WRITING BY THE COUNTY AND WVDEP AML. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED TO THE BRIDGE DURING

CONSTRUCTION.

2. AN ALTERNATE ACCESS LOCATION IS SHOWN ON THE PLANS AND IS

AVAILABLE FOR THE CONTRACTOR TO USE TO ACCESS THE SITE. IF UTILIZED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING, PERMITTING,

AND INSTALLING THE TEMPORARY STREAM CROSSING. UPON COMPLETION

OF THE PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING

THE TEMPORARY CROSSING AND ACCESS ROAD AT THE DIRECTION OF THE

ENGINEER. ALL DISTURBED AREAS SHALL BE RETURNED TO A CONDITION

EQUAL TO OR BETTER THAN EXISTING AND THE DISTURBED AREA SHALL BE

SEEDED AND MULCHED AS REQUIRED BY THE ENGINEER.

0+75

10 20 30 40 50 600-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

1+00

10 20 30 40 50 600-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

1+25

10 20 30 40 50 600-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

CONCRETE WASTE

0+50

10 20 30 40 50 600-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

1+50

10 20 30 40 50 600-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

CONCRETE WASTE SECTION

SCALE: 1"=20 H/V

CONCRETE WASTE SECTION

SCALE: 1"=20 H/V

CONCRETE WASTE SECTION

SCALE: 1"=20 H/V

CONCRETE WASTE SECTION

SCALE: 1"=20 H/V

CONCRETE WASTE SECTION

SCALE: 1"=20 H/V

ROCK FILL AREA

ROCK FILL AREA

ROCK FILL AREA

ROCK FILL AREA

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

CONCRETE WASTE

CONCRETE WASTE

CONCRETE WASTE

CONCRETE WASTE

-28.2%

-5.6%

-44.8%

-13.1% -1.2%

-6.2%

-50.0%

-7.0%

-5.8%

-50.0%

-5.8%

-6.1%

-46.0%

-5.9% -25.1%

FINAL GRADE

FINAL GRADE

FINAL GRADE

FINAL GRADE

FINAL GRADE

CAP MATERIAL

(SEE NOTE)

CAP MATERIAL

(SEE NOTE)

CAP MATERIAL

(SEE NOTE)

CAP MATERIAL

(SEE NOTE)

2:1

2:1

2:1

2:1

EXISTING SILO

REMOVED 1 FOOT

ABOVE EXISTING GRADE

APPROXIMATE ELEV: 789'

EXISTING SILO

REMOVED 1 FOOT

ABOVE EXISTING GRADE

APPROXIMATE ELEV: 789'

EXISTING SILO

REMOVED 1 FOOT

ABOVE EXISTING GRADE

APPROXIMATE ELEV: 789'

ROCK FILL

AREA

C O

N C

R

ETE

W

ASTE BASELIN

E

-2 :1

APPROXIMATE LIMITS OF

FILL MATERIAL

APPROXIMATE LIMITS OF

FILL MATERIAL

8 79

2:1 FILL SLOPE

2:1 FILL SLOPE

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

-50.0%

-50.0%

-6.2%

-3.7%

-8.9%

-4.9%

MAXIMUM

1:1 FILL SLOPE

820TEMPORARY TOPSOIL

STOCKPILE

0+50

0+50

0+75

0+75

1+00

1+00

1+25

1+25

1+50

1+50

0+00 0+50 1+00 1+50 2+00

CONCRETE WASTE AREA

EXISTING GRADE

1:1

CONCRETE WASTE

2:1

FINAL GRADE

6.7% 0.6%

CAP MATERIAL (SEE NOTE)

EXISTING SILO

REMOVED 1 FOOT ABOVE EXISTING GRADE

APPROXIMATE ELEV: 789'

CONCRETE WASTE PROFILE

SCALE: 1"=20 H/V

PLANVIEW

NOTES

1. ALL DEMOLISHED CONCRETE WILL BE CRUSHED TO A SIZE LESS THAN

24-INCHES.

2. ALL REINFORCEMENT NOT COMPLETELY EMBEDDED IN ANY PIECE OF

CONCRETE WILL BE REMOVED. ALL REINFORCEMENT SHALL BE

REMOVED FROM THE SITE TO AN OFF-SITE DISPOSAL AREA APPROVED

BY THE STATE TO ACCEPT THE APPLICABLE WASTE TYPE.

3. THIS AREA SHALL BE CONSTRUCTED TO THE GRADES AND ELEVATIONS

AS SHOWN ON THIS SHEET.

4. THE CONCRETE WASTE AREA TO BE FIRST CAPPED WITH A 6-INCH

LAYER OF AASHTO #1 AND THEN A FINAL 6-INCH CAP LAYER OF 1 1/2

INCH CRUSHER RUN. BOTH LAYERS TO BE COMPACTED.

5. THIS AREA WILL NOT BE CAPPED WITH TOPSOIL.

EMBED FILTER FABRIC

MIN. 8" INTO GROUND

SIDE VIEW

END LAP TOP VIEW

TOE OF SLOPE SILT FENCE LOCATION

END DETAIL

BACKFILL SLOPE

BELTED SILT RETENTION FENCE (BSRF) DETAIL

NOT TO SCALE

72-INCH MAX

8-INCH

MIN.

TRENCH

36-INCH MIN.

34-INCH

MIN.

SILT FENCE INSTALLATION INSTRUCTIONS:

STEP 1: EXCAVATE TRENCH A MAXIMUM OF 4-INCHES WIDE AND 8-INCHES DEEP. THE TRENCH SHALL BE HAND-CLEANED FOLLOWING EXCAVATION TO REMOVE BULKY DEBRIS SUCH AS ROCKS, STICKS, AND SOIL CLODS.

STEP 2: PREPARE AND LAY SMARTFENCE 42 OUT ON THE GROUND ALONG THE PROPOSED FENCE LINE AND NEXT TO THE ANCHOR TRENCH. DURING THIS STEP, ANY DAMAGED SILT FENCE WILL REQUIRE

REPLACEMENT.

STEP 3: INSTALL INITIAL POST BY PLACING THE END OF SMARTFENCE 42 ALONG THE POST HEIGHT AND ROTATE THE POST 360 DEGREES, MAINTAINING TENSION ON THE FABRIC. SECURE THE FENCE TO THE POST AT ALL FOUR (4) ORANGE-COLORED BAND LOCATIONS WITH STEEL WIRE OR NYLON TIES AS PER NOTE 1. DRIVE THE INITIAL POST (72” METAL T-POST) WITH THE ATTACHED FENCE TO A DEPTH OF 36” BELOW

SURFACE.

STEP 4: INSTALL INTERIOR POSTS USING SPACING NO GREATER THAN 72-INCHES ON CENTER, DRIVE INTERIOR POSTS TO A 36-INCH DEPTH BELOW SURFACE AND ATTACH THE FENCING AS PER NOTE 1 BELOW.

TO ATTACH FENCING, POSITION SMARTFENCE 42 IN FRONT OF THE ADJACENT T-POST, PULLING THE FENCING TIGHT AND FASTEN IT TO THE POST AT ALL FOUR (4) ORANGE-COLORED BAND LOCATIONS AS PER NOTE 1 BELOW. IT IS CRITICAL THAT SMARTFENCE 42 IS PULLED TIGHT PRIOR TO ATTACHING IT TO EACH INTERIOR POST.

STEP 5: INSTALL FINAL POST, AFTER THE INTERIOR POSTS HAVE BEEN FASTENED, SECURE THE FENCE TO THE FINAL POST BY PULLING THE FINAL SECTION OF FENCING TAUT, AND THEN ROTATING THE POST 360 DEGREES WHILE MAINTAINING TENSION ON THE FENCE SYSTEM. SECURE THE FENCE TO THE POST AT ALL FOUR (4) ORANGE-COLORED BAND LOCATIONS WITH THE STEEL WIRE OR NYLON TIES AS PER NOTE 1 BELOW. DRIVE THE FINAL POST INTO THE GROUND TO A 36-INCH DEPTH BELOW THE SURFACE.

STEP 6: BACKFILL TRENCH ENSURING THAT THE BOTTOM 8-INCHES OF FABRIC HAS BEEN PLACED IN TRENCH. BACKFILL TRENCH (OVERFILL) WITH SOIL PLACED AROUND FABRIC. COMPACT SOIL BACKFILL MANUALLY OR VIA MECHANICAL EQUIPMENT SUCH AS THE FRONT WHEEL OF A TRACTOR, SKID STEER, ROLLER, OR OTHER DEVICE.

NOTE 1: FASTENING SMARTFENCE 42 TO T-POSTS, USE ONE OF FOLLOWING METHODS:

STEEL WIRE: WIRE-ATTACH SMARTFENCE 42 TO METAL T-POSTS USING 16-GAGE 304 SS WIRE WITH MITERED ENDS, SECURING WITH SAFETY PLIERS.

NYLON TIES: PUNCTURE TWO 0.25” OPENINGS, SPACED AT A WIDTH APART THAT IS ROUGHLY EQUIVALENT TO THE POST WIDTH, AND SECURE THE FENCE TO THE POST USING 8” NYLON HEAVY-DUTY CABLE

(ZIP-TIES) THAT ARE UV RESISTANT AND HAVE A MINIMUM 120-LB TENSILE STRENGTH.

MAINTENANCE:

· CONTRACTOR SHALL CLEAN OUT SEDIMENT BEHIND THE SMARTFENCE 42 ONCE THE SEDIMENT REACHES A HEIGHT OF 50% OF THE SILT FENCE. THE SEDIMENT SHALL BE INCORPORATED INTO THE FILL WITHIN THE

DISTURBED AREA.

72" METAL T-POST 36-INCH MIN

34-INCH

MIN

72" METAL T-POST

BSRF FABRIC

FLOW

8-IN

C

H M

IN

4-INCH MIN.

GROUND

SURFACE

FRONT VIEW

TOE OF

SLOPE

SET FENCE AS

FAR FROM SLOPE

TOE AS POSSIBLE

10 FT., MIN.

WIRE OR

NYLON TIES

ROLL END

ROLL END

BSRF FABRIC

ROLL END

FLOW

FLO

W

TURN END OF ROW

SLIGHTLY UPHILL

FABRIC TO BE WRAPPED

AROUND END T-POSTS

72-INCH

MAX

72" METAL T-POST

SMARTfence 42 or ENGINEER APPROVED EQUIVALENTR SMARTfence 42 or ENGINEER

APPROVED EQUIVALENT

R

SMARTfence 42 or EQUIVALENTR

BSRF FABRIC

SMARTfence 42 or ENGINEER

APPROVED EQUIVALENT

R

BSRF FABRIC

SMARTfence 42 or ENGINEER

APPROVED EQUIVALENT

R

72" METAL T-POST

INGRESS AND EGRESS OPERATION

*MUST EXTEND FULL WIDTH OF

SECTION A - A

SIDE ELEVATION

70' MIN.

EXISTING

ACCESS

(OPTIONAL)

MOUNTABLE BERM

5:12'

A

(3"-6" STONE)

70' MIN.

' M

IN

10' MIN.

' M

IN

SEDIMENT TRAPPING DEVICE

POSITIVE DRAINAGE TO

3" MIN.

3" MIN.

FILTER CLOTH

A

ADDITION OF A 3" THICK "CAP" LAYER OF 1 1/2"

CERTAIN INSTALLATIONS SHALL WARRANT THE

CLEAN STONE, WHEN INSTALLED AT THE LOCATION

OF AN EXISTING DRIVEWAY OR VEHICULAR ACCESS.

FOR ALL INSTALLATIONS, CONTRACTOR SHALL BE

RESPONSIBLE FOR THE MAINTENANCE OF SUCH.

STABILIZED CONSTRUCTION ENTRANCE

NOT TO SCALE

6" MIN.

GROUND

EXISTING FILTER CLOTH

5:1

GROUND

EXISTING

' M

IN

COARSE AGGREGATE (3"-6")

70' MIN.

COARSE AGGREGATE (3"-6")

GRAVEL DRIVE REHABILITATION DETAIL

NOT TO SCALE

GRAVEL DRIVE REHAB SECTION

SUITABLE BASE

FINAL

GRADE

SLOPE = 12" / FT.

12 FOOT MAXIMUM WIDTH

ADDITIONAL WIDTH TO BE

APPROVED BY THE WVDEP

SUITABLE BASE

SLOPE = 12" / FT.

EXISTING

GRADE

CROWNED SECTIONSLOPED SECTION

NOTES:

1. PRIOR TO STONE PLACEMENT, THE EXISTING ROADWAY WILL BE GRADED INTO "CROWNED" OR

"SLOPE TO DITCH" CONFIGURATION AS DIRECTED BY THE ENGINEER.

2. STABILIZE THE ROAD BASE, REPAIR AS DIRECTED OR APPROVED BY THE ENGINEER.

3. ALL CUT/FILL SLOPES SHALL BE NO GREATER THAN 2H:1V.

4. PLACE SEPARATION FABRIC AS DIRECTED BY THE ENGINEER.

5. GRADE AND COMPACT BASE JUST PRIOR TO PLACEMENT OF REHABILITATION LAYER.

6. GRADE APPROVED MATERIAL AND ROLLER COMPACT 1 1/2" CRUSHER RUN ONCE PLACED

7. ROADWAY SURFACE MAY BE SLOPED TO EITHER SIDE AS TOPOGRAPHY AND CONDITIONS

WARRANT.

8. 1 12" CRUSHER RUN STONE SHALL BE COMPACTED AS APPROVED BY THE ENGINEER.

TYPICALLY 12

EXISTING

WIDTH

TYPICALLY 12

EXISTING

WIDTH

EXISTING

GRADE

FINAL

GRADE

FINAL

GRADE

12 FOOT MAXIMUM WIDTH

ADDITIONAL WIDTH TO BE

APPROVED BY THE WVDEP

1.5 FT.,

MIN., TYP.

SLOPE IN COMPACTED FILL

OR NATURAL GROUND

0.33 SLOPE IN

COMPETENT ROCK

FINAL

GRADE 2

SLOPE IN COMPACTED FILL

SUITABLE BASE COMPACTED FILL

(6" LAYERS)

EXISTING

GRADE

EXISTING

GRADE

2H:1V 2H:1V

SLOPE = 12" / FT.

1 1/2" CRUSHER RUN 3" INCH MINIMUM

SEE GRAVEL DRIVE

REHAB SECTION

SEE GRAVEL DRIVE

REHAB SECTION

SEE GRAVEL DRIVE

REHAB SECTION

SEE GRAVEL DRIVE

REHAB SECTION

ALTERNATE TEMPORARY ACCESS ROAD CONSTRUCTION DETAIL

NOT TO SCALE

FINAL

GRADE

FINAL

GRADE

12 FOOT MAXIMUM WIDTH

ADDITIONAL WIDTH TO BE

APPROVED BY THE WVDEP

1.5 FT.,

MIN., TYP.

SLOPE IN COMPACTED FILL

OR NATURAL GROUND

0.33 SLOPE IN

COMPETENT ROCK

FINAL

GRADE 2

SLOPE IN COMPACTED FILL

SUITABLE BASE COMPACTED FILL

(6" LAYERS)

EXISTING

GRADE

EXISTING

GRADE

2H:1V 2H:1V

SLOPE = 12" / FT.

CROWNED SECTIONSLOPED SECTION

NOTES:

1. PRIOR TO STONE PLACEMENT, REGRADE EXISTING ROADWAY INTO "CROWNED" OR "SLOPE TO

DITCH" CONFIGURATION AS DIRECTED BY THE ENGINEER. REMOVE, REFILL, AND COMPACT SOFT

SPOTS AS DIRECTED BY THE ENGINEER. ALL CUT/FILL SLOPES SHALL BE 2H:1V.

2. GRADE AND COMPACT BASE JUST PRIOR TO PLACEMENT OF SEPARATION FABRIC.

3. GRADE APPROVED MATERIAL AND ROLLER COMPACT AASHTO #1 STONE ONCE PLACED

4. ROADWAY SURFACE MAY BE SLOPED TO EITHER SIDE AS TOPOGRAPHY AND CONDITIONS

WARRANT.

5. 1 12" CRUSHER RUN STONE SHALL BE COMPACTED AS APPROVED BY THE ENGINEER.

TEMPORARY ACCESS ROAD SECTION

3" INCH MINIMUM

SUITABLE BASE

6" INCH MINIMUM

FINAL

GRADE

SLOPE = 12" / FT.

12 FOOT MAXIMUM WIDTH

ADDITIONAL WIDTH TO BE

APPROVED BY THE WVDEP

SUITABLE BASE

SLOPE = 12" / FT.

EXISTING

GRADE

SEE TEMPORARY

ACCESS ROAD SECTION

SEE TEMPORARY

ACCESS ROAD SECTION

TYPICALLY 12

EXISTING

WIDTH

TYPICALLY 12

EXISTING

WIDTH

EXISTING

GRADE

1 1/2" CRUSHER RUN

SEE TEMPORARY

ACCESS ROAD SECTION

SEE TEMPORARY

ACCESS ROAD SECTION

AASHTO #1 STONE

PUMP STATION AND CONCRETE SHAFT

DEMOLITION AND BACKFILL

NOT TO SCALE

ALL OF THE STRUCTURE

ABOVE THE CONCRETE CYLINDER

TO BE REMOVED AND DISPOSED OF OFFSITE.

EXISTING

GRADE

CONCRETE STRUCTURE

TO BE REMOVED

1 FT BELOW EXISTING GRADE

EXISTING GRADE

RIPRAP D50 = 6 INCH D50

DEPTH

AS

NEEDED

CONCRETE STRUCTURE

TO BE REMOVED

1 FT BELOW EXISTING GRADE

12 INCH MIN. SOIL CAP, SEED AND MULCH

CONCRETE TO BE PLACED

IN ROCK FILL AREA

DEMOLITION BACKFILL

EXISTING ASPHALT OR

CONCRETE SURFACE

2" MIN., HOT MIX ASPHALT

WEARING COURSE, TYPE 1

PAVEMENT SURFACING OVERLAY DETAIL

NOT TO SCALE

REMOVE CONCRETE STRUCTURE 1-FOOT BELOW EXISTING GRADE

EXISTING RUBBLE

DEMOLITION AND BACKFILL

NOT TO SCALE

CONCRETE SILO

DEMOLITION AND BACKFILL

NOT TO SCALE

REMOVE CONCRETE STRUCTURE 1-FOOT

ABOVE EXISTING GRADE. THE AREA WILL THEN BE

COVERED WITH THE CONCRETE WASTE AREA. AREA TO BE BACKFILLED WITH A 12-INCH MINIMUM

OF SOIL AND VEGETATED

EXISTING GRADE

CONCRETE

WASTE

DURING DEMOLITION, ANY UNSTABLE INTERIOR AREAS WILL REQUIRE

STABILIZATION PRIOR TO THE PLACEMENT OF THE CONCRETE WASTE

MATERIAL. ANY SOFT MATERIAL WILL BE REMOVED AND STABILIZED WITH

SUITABLE MATERIAL AS DIRECTED AND APPROVED BY THE ENGINEER.

THE USE OF DEMOLISHED CONCRETE MAY BE USED WITH THE DIRECTION

AND APPROVAL OF THE ENGINEER. ALL DEMOLISHED CONCRETE MUST BE

CRUSHED TO A SIZE LESS THAN 24-INCHES.

ALL REINFORCEMENT NOT COMPLETELY EMBEDDED IN ANY PIECE OF

CONCRETE WILL BE REMOVED. ALL REINFORCEMENT SHALL BE REMOVED

FROM THE SITE TO AN OFF-SITE DISPOSAL AREA APPROVED BY THE

STATE TO ACCEPT THE APPLICABLE WASTE TYPE.

SEPARATION FABRIC

18 INCH DEEP LAYER OF 3 INCH CRUSHER RUN

INTERIOR

AREA

INTERIOR

AREA

3" INCH MINIMUM

SUITABLE BASE

6" INCH MINIMUM

1 1/2" CRUSHER RUN

AASHTO #1 STONE

EQUIPMENT/STORAGE AREA SURFACING DETAIL

NOT TO SCALE

EXISTING GRADE

CAP MATERIAL

DURING DEMOLITION, ANY UNSTABLE INTERIOR AREAS WILL REQUIRE

STABILIZATION PRIOR TO THE PLACEMENT OF THE CONCRETE WASTE

MATERIAL. ANY SOFT MATERIAL WILL BE REMOVED AND STABILIZED WITH

SUITABLE MATERIAL AS DIRECTED AND APPROVED BY THE ENGINEER.

DEMOLISHED CONCRETE WILL NOT BE USED

APPLY TACK COAT

6" THICK LAYER OF

AASHTO #1 STONE

CONCRETE WASTE AREA CAP DETAIL

NOT TO SCALE

6" THICK LAYER OF 1-1/2"

CRUSHER RUN

DEMOLITION MATERIAL

NOTES:

1. IN AREAS THAT WILL NOT SUPPORT THE STONE DUE TO SOFT CONDITIONS,

STABILIZATION FABRIC WILL BE REQUIRED AS DIRECTED BY THE ENGINEER.

“STABILIZATION FABRIC” SHALL BE WOVEN AND MEET THE REQUIREMENTS OF

MIRAFI 600X OR APPROVED EQUAL. IF DEEMED NECESSARY AS DIRECTED BY

THE ENGINEER, “ROAD STABILIZATION STONE” SHALL BE UTILIZED AND SHALL

CONFORM TO THE REQUIREMENTS OF AASHTO #1 STONE, OR 3 TO 6-INCH

STONE AS APPROVED BY THE ENGINEER.

2. APPROVAL OF THE ENGINEER SHALL BE REQUIRED PRIOR TO THE

INSTALLATION OF STABILIZATION STONE OR FABRIC,

AS PER PLAN

ROAD SURFACING

ACCESS ROAD STABILIZATION DETAIL

NOT TO SCALE

LIMITS OF UNSUITABLE BASE MATERIAL

STABILIZATION STONE

6-INCH MINIMUM

STABILIZATION FABRIC

NOTES:

1. IF THE EXISTING ASPHALT AREA IS DAMAGED DURING CONSTRUCTION, THEN

THE CONTRACTOR SHALL REPAIR THE AREA AT THE DIRECTION OF THE

ENGINEER.

2. THE AREA TO BE REPAIRED SHALL BE CLEANED OF ALL DIRT, DUST, AND

DEBRIS IN ACCORDANCE WITH THE WV DOH SPECIFICATIONS.

3. ONCE CLEANED AND PREPPED THE CONTRACTOR SHALL APPLY A TACK COAT

AND OVERLAY THE AREA WITH 2" OF HOT MIX ASPHALT.