EXISTING PIPE

SLUDGE VALVE BOX 1:

SEE SHEET 43 FOR DETAILS

8 INCH HDPE DR-17

SLUDGE FORCE MAIN

8 INCH HDPE DR-17

SLUDGE FORCE MAIN

SITE PROFILE 2

PULL BOXES

PULL BOXES

NON-POTABLE WATER STORAGE TANKS:

SEE SHEETS 83-84 FOR DETAILS

(PART OF NON-POTABLE WATER SYSTEM)

SITE PROFILE 1

LIME SILO SYSTEM:

SEE SHEETS 61-63 FOR DETAILS

MANHOLE 1:

SEE SHEET 41 FOR DETAILS

FLOWMETER MANHOLE:

SEE SHEET 42 FOR DETAILS

RAPID MIX TANK:

SEE SHEET 55 FOR DETAILS

DISTRIBUTION TROUGH:

SEE SHEET 42 FOR DETAILS

CONTROL AND PUMP BUILDING:

SEE SHEETS 46-49 FOR DETAILS

SEPTIC TANK

MANHOLE 4:

SEE SHEET 41 FOR DETAILS

FINAL POND:

SEE SHEET 40 FOR DETAILS

PLANT HALLOW LIFT STATION:

SEE SHEETS 64-67 FOR DETAILS

TREATMENT FACILITY GRAVEL PAD:

SEE SHEET 120 FOR DETAILS

PULL BOXES

PULL BOXES

24 INCH C-900 OVERFLOW PIPE

SEE PROFILE SHEET 39

MANHOLE 2:

SEE SHEET 41 FOR DETAILS

EXISTING POND 2

FINAL POND

24 INCH C-900 BYPASS PIPE:

SEE PROFILE SHEET 39

8 INCH SDR-35

GRAVITY LINE

6 INCH HDPE DR-17

FORCE MAIN

4 INCH HDPE DR-17

FORCE MAIN

FINAL POND ACCESS ROAD

MAIN UNDERGROUND

ELECTRICAL AND PULL BOXES:

5 INCH SCH. 80 CONDUIT

MAIN UNDERGROUND

ELECTRICAL AND PULL BOXES:

5 INCH SCH. 80 CONDUIT

FIBER OPTIC

ARMORED CABLE

FIBER OPTIC

ARMORED CABLE

2 INCH HDPE DR-17

NPW FORCE MAIN

2 INCH HDPE DR-17

NPW FORCE MAIN

2 INCH HDPE DR-17

NPW FORCE MAIN

3 INCH HDPE DR-17

NPW FORCE MAIN

3 INCH HDPE DR-17

NPW FORCE MAIN

3 INCH HDPE DR-17

NPW FORCE MAIN

S

L

T

S

W

IT

C

H

S

C

E

IL

IN

G

F

A

N

S

W

IT

C

H

M

O

T

O

R

C

N

T

R

L

E

N

T

E

R

N

D

E

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A

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E

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S

W

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C

H

G

F

C

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G

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C

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W

IT

C

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C

E

IL

IN

G

F

A

N

S

W

IT

C

H

F

L

O

E

V

A

T

I

N

F

L

O

E

V

A

T

I

C

O

N

T

R

O

L

P

A

N

E

L

G

F

C

I

G

F

C

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G

F

C

I

DITCH 4:

SEE SHEET 44 FOR DETAILS

GENERATOR PAD

TRANSFORMER

NON-POTABLE WATER LIFT STATION:

SEE SHEET 82 FOR DETAILS

(PART OF NON-POTABLE WATER SYSTEM)

1 INCH FROST FREE HYDRANT:

SEE SHEET 82 FOR DETAILS

COLLECTION VAULT:

SEE SHEET 42 FOR DETAILS

CLARIFIER:

SEE SHEETS 50-54 FOR DETAILS

SITE PROFILE 3

8 INCH SDR-35

GRAVITY LINE

6 INCH HDPE DR-17

FORCE MAIN

(1) 1000 GALLON DUAL

WALL CAUSTIC TANK

BOLLARDS (TYPICAL)

NON-POTABLE WATER SYSTEM SITE OVERVIEW

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:35

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 3"

T

T

T

T

PULL BOXES

FINAL POND

ELECTRICAL AND PULL BOXES:

S

I

T

C

H

S

C

E

I

L

I

G

F

A

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T

C

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M

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N

T

E

R

N

E

A

R

N

A

C

E

S

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C

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G

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C

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G

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C

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C

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A

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O

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A

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E

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G

F

C

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G

F

C

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F

C

I

C13,C15-16,C50, C54-55,C60

C14

C59

C57

C56,C58

C20-31,C66-68

C52

C2

NOTE:

AT THIS PULL BOX, "ELECTRICAL" BID ITEM IS

USED TO PAY FOR LINES FROM THE CONTROL

AND PUMP BUILDING TO THIS PULL BOX; LINES

FROM THIS PULL BOX TO THE CUTRIGHT LIFT

STATION SYSTEM ARE PAID WITH BID ITEM

"CUTRIGHT UNDERGROUND ELECTRICAL AND

PULL BOXES".

TRENCH AND CONDUIT SCHEDULE

CONDUIT

OR PIPING

NUMBER

USE TYPE OF PIPING

LENGTH

(APPROX.)

PIPING

SIZE

TRENCH 1 (T1)

C73 ELECTRICAL SCH-40 PVC 120 FT. 1 INCH

C75 ELECTRICAL SCH-40 PVC 120 FT. 1 INCH

C77 ELECTRICAL SCH-40 PVC 120 FT. 1 INCH

TRENCH 2 (T2)

C5 ELECTRICAL SCH-40 PVC 245 3 INCH

BC4

CUTRIGHT

COMMUNICATION

ARMORED FIBER

CABLE

1910 FT. N/A

TRENCH 3 (T3)

C13 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C14 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C15 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C16 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C20 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C21 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C22 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C23 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C24 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C25 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C27 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C28 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C29 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C30 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C31 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C32 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C50 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C54 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C56 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C57 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C58 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C59 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C60 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C66 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C67 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

C68 ELECTRICAL SCH-40 PVC 150 FT. 1 INCH

TRENCH AND CONDUIT SCHEDULE

CONDUIT

OR PIPING

NUMBER

USE TYPE OF PIPING

LENGTH

(APPROX.)

PIPING

SIZE

TRENCH 4 (T4)

C6 ELECTRICAL SCH-40 PVC 110 FT. 1 INCH

C8 ELECTRICAL SCH-40 PVC 110 FT. 1 INCH

C53 ELECTRICAL SCH-40 PVC 110 FT. 1 INCH

CONDUITS

C2 ELECTRICAL SCH-40 PVC 20 FT. 3 INCH

C52 ELECTRICAL SCH-40 PVC 1075 FT. 1 INCH

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:20

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

TRENCH AND CONDUIT OVERVIEW AND SCHEDULE

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

PULL BOXES

EXISTING POND 2

FINAL POND

S

I

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E

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C

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M

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A

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F

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F

C

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T

R

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P

A

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E

L

G

F

C

I

G

F

C

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G

F

C

I

P1

P3

P2

P4

P5

P6

P7

P8

P9

P10E

P11

P12

P13

P14

P15

P36

P16

P10A

P10B

P16

P17A

P10A

P18

P19

P20

P21

P22

P23

P10E

P24

P25

P26

P29

P30

P31

P11

P28

P27

P32

P33

P16

P10C

P10D

P10D

P34

P35

P19

P17B

NOTE:

AT THIS PULL BOX, "ELECTRICAL" BID ITEM IS

USED TO PAY FOR LINES FROM THE CONTROL

AND PUMP BUILDING TO THIS PULL BOX; LINES

FROM THIS PULL BOX TO THE CUTRIGHT LIFT

STATION SYSTEM ARE PAID WITH BID ITEM

"CUTRIGHT UNDERGROUND ELECTRICAL AND

PULL BOXES".

PIPING AND CONDUIT SCHEDULE

CONDUIT

OR PIPING

NUMBER

USE TYPE OF PIPING

LENGTH

(APPROX.)

PIPING

SIZE

P1 CONVEYANCE LINE C-900 OR HDPE 75 FT. 24 INCH

P2 CONVEYANCE LINE C-900 20 FT. 24 INCH

P3 CONVEYANCE LINE SDR-35 61 FT. 4 INCH

P4 CONVEYANCE LINE SDR-35 40 FT. 6 INCH

P5 CONVEYANCE LINE C-900 OR HDPE 136 FT. 24 INCH

P6 CONVEYANCE LINE C-900 OR HDPE 148 FT. 24 INCH

P7 CONVEYANCE LINE C-900 12 FT. 24 INCH

P8 CONVEYANCE LINE C-900 280 FT. 24 INCH

P9 CONVEYANCE LINE SDR-35 215 FT. 6 INCH

P10

FORCE MAIN

TOTAL LENGTH

HDPE DR-17 1554 FT. 2 INCH

P10A FORCE MAIN HDPE DR-17 1068 FT. 2 INCH

P10B FORCE MAIN HDPE DR-17 23 FT. 2 INCH

P10C FORCE MAIN HDPE DR-17 44 FT. 2 INCH

P10D FORCE MAIN HDPE DR-17 134 FT. 2 INCH

P10E FORCE MAIN HDPE DR-17 285 FT. 2 INCH

P11 CONVEYANCE LINE SDR-35 405 FT. 12 INCH

P12 CONVEYANCE LINE SDR-35 17 FT. 6 INCH

P13 FORCE MAIN HDPE DR-17 20 FT. 8 INCH

P14 FORCE MAIN HDPE DR-17 93 FT. 3 INCH

P15

CONDUIT WITH (3)

INCH PEX LINES

SCH-40 PVC 130 FT. 3 INCH

P16 FORCE MAIN HDPE DR-17 1160 FT. 3 INCH

P17A

CONDUIT WITH (1)

INCH PEX LINE

SCH-40 PVC 30 FT. 2 INCH

P17B

CONDUIT WITH (1)

INCH PEX LINE

SCH-40 PVC 30 FT. 2 INCH

P18 FORCE MAIN HDPE DR-17 150 FT. 2 INCH

P19 FORCE MAIN HDPE DR-17 1200 FT. 8 INCH

P20 FORCE MAIN HDPE DR-17 255 FT. 4 INCH

P21 FORCE MAIN HDPE DR-17 120 FT. 2 INCH

P22 FORCE MAIN HDPE DR-17 169 FT. 8 INCH

P23 FORCE MAIN HDPE DR-17 170 FT. 8 INCH

P24 CONVEYANCE LINE C-900 57 FT. 24 INCH

P25 CONVEYANCE LINE C-900 12 FT. 24 INCH

P26 CONVEYANCE LINE C-900 170 FT. 24 INCH

P27 CONVEYANCE LINE SDR-35 195 FT. 8 INCH

P28 SEEP COLLECTOR SDR-35 150 FT. 1 INCH

PIPING AND CONDUIT SCHEDULE

CONDUIT

OR PIPING

NUMBER

USE TYPE OF PIPING

LENGTH

(APPROX.)

PIPING

SIZE

P29 CONVEYANCE LINE C-900 78 FT. 24 INCH

P30 CONVEYANCE LINE C-900 20 FT. 24 INCH

P31 CONVEYANCE LINE C-900 24 FT. 24 INCH

P32 SEEP COLLECTOR SDR-35 184 FT. 8 INCH

P33 CONVEYANCE LINE SDR-35 41 FT. 8 INCH

P34 FORCE MAIN HDPE SDR-17 1748 FT. 6 INCH

P35 CONVEYANCE LINE SDR-35 945 FT. 8 INCH

P36 CONVEYANCE LINE SDR-35 33 FT. 6 INCH

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:25

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

PIPING AND CONDUIT OVERVIEW AND SCHEDULE

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

I

P

O

F

I

I

O

F

I

0 25 50 75

BAR SCALE: 1:25

E

X

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N

T

E

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N

C

L

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A

R

N

A

C

E

S

LT SW

ITCH

G

F

C

I

GFCI

G

F

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F C

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GFCI

GFCI

GFCI

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OVERVIEW OF PLANT HOLLOW TREATMENT FACILITY

SITE PROFILES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:25

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

SITE PROFILE 1

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10

DISTRIBUTION TROUGH:

SEE SHEET 42 FOR DETAILS

RAPID MIX TANK

SEE SHEET 55 FOR DETAILS

MANHOLE 1 :

SEE SHEET 41 FOR DETAILS

FLOW METER MANHOLE :

SEE SHEET 42 FOR DETAILS

POND 2

24 INCH PIPE

INVERT ELEV. 1949.58 FT

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90

3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50

CONTROL AND PUMP BUILDING:

SEE SHEETS 46-49 FOR DETAILS

20 FT AT 0% SLOPE

CLARIFIER :

SEE SHEETS 50-54 FOR DETAILS

8 INCH HDPE SDR-17

SLUDGE FORCE MAIN PIPE

INVERT ELEV. 1925.10 FT.

8 INCH HDEP SDR-17

SLUDGE FORCE MAIN

PIPE INVERT ELEV.

1931.00 FT. FROM CLARIFIER

(2) 8 INCH HDEP SDR-17

SLUDGE FORCE MAIN

PIPE INVERT ELEV.

1931.00 FT. FROM FINAL POND

24 INCH C-900 PVC

PIPE INVERT ELEV.

1932.20 FT. FROM

CONTROL TEE 2 AND

TO FINAL POND

MANHOLE 2 :

SEE SHEET 41 FOR DETAILS

6 INCH BERM AROUND FINAL POND:

SEE SHEET 40 FOR DETAILS

24 INCH MODULATING VALVE

SITE PROFILE 2

STATION 0+00 THRU 2+90

2+90

SITE PROFILE 2

STATION 2+90 THRU 5+50

CLARIFIER :

SEE SHEETS 50-54 FOR DETAILS

CONCRETE TROUGH:

SEE SHEET 42 FOR DETAILS

24 INCH PIPE INVERT

ELEV. 1947.08 FT

TREATMENT FACILITY GRAVEL PAD:

SEE SHEET 120 FOR DETAILS

FINAL POND:

SEE SHEET 40 FOR DETAILS

MANHOLE 4:

SEE SHEET 41 FOR DETAILS

DITCH 1:

SEE SHEET 44 FOR DETAILS

24 INCH C-900 PVC PIPE

INVERT ELEV.1928.50 FT.

24 INCH C-900 PVC PIPE

INVERT ELEV.1930.50 FT.

FROM MANHOLE 3

24 INCH C-900 PVC PIPE

INVERT ELEV.1931.50 FT.

FROM FINAL POND

24 INCH C-900 PVC PIPE

INVERT ELEV.1932.00 FT.

TO MANHOLE 4

CONCRETE OVER AND AROUND

24 INCH DISCHARGE PIPE TO SURFACE

4 INCH PVC PIPE AT 2% SLOPE

TO 24 INCH BY PASS LINE

24 INCH SS

FLANGED

GATE VALVE

10 FT. AT 0% SLOPE

SUMP BOX:

SEE SHEET 118 FOR DETAILS

8 INCH HDPE SDR-17 PIPE

INVERT ELEV.1916.00 FT.

8 INCH SDR-35 PVC CLARIFIER

UNDER DRAIN PIPE (TYPICAL)

INVERT ELEV. 1929.64 FT.

(SEE SHEET 119 FOR PIPE

PERFORATION DETAILS)

6 INCH BERM AROUND FINAL POND:

SEE SHEET 40 FOR DETAILS

8 INCH SDR-35 PVC BUILDING

UNDER DRAIN PIPE (TYPICAL)

INVERT ELEV.1930.50 FT.

(SEE SHEET 119 FOR PIPE PERFORATION DETAILS)

TO TIE INTO 12 INCH SDR-35 PVC

CLARIFIER UNDER DRAIN

(SEE SHEET 38 FOR DETAILS)

6 INCH BUILDING ROOF DRAINS

TO TIE INTO 12 INCH CLARIFIER

DRAIN

8 INCH SDR-35 PVC CLARIFIER

UNDER DRAIN PIPE (TYPICAL)

INVERT ELEV. 1929.64 FT.

(SEE SHEET 119 FOR PIPE

PERFORATION DETAILS)

PLANT HOLLOW TREATMENT FACILITY

SITE PROFILES 1 AND 2

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

MANHOLE 3

(SEE SHEET 41 FOR DETAILS)

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20

2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50

24 INCH C-900

INVERT ELEV. 1941.34 FT.

TO CONTROL TEE VAULT

24 INCH C-900

INVERT ELEV. 1943.34 FT.

FROM DISTRIBUTION TROUGH

AND CLARIFIER

24 INCH C-900

INVERT ELEV. 1946.33 FT. FROM EXISTING POND 2

COLLECTION VAULT

(SEE DETAIL ON SHEET 42)

SITE PROFILE 3

STATION 0+00 THRU 2+25

SITE PROFILE 3

STATION 2+25 THRU 4+50

0+00 1+00 2+00 3+00 4+00 5+00 6+00

NEW ACCESS ROAD

EXISTING GRADE

NEW GRADE

CONTROL TEE VAULT

(SEE SHEET 42 FOR DETAILS)

24 INCH C-900

INVERT ELEV. 1932.62 FT.

FROM COLLECTION VAULT TO

MANHOLE 2 OR MANHOLE 3

24 INCH C-900

INVERT ELEV. 1930.90 FT.

FROM CONTROL TEE VAULT

24 INCH C-900

INVERT ELEV. 1930.90 FT.

TO MANHOLE 4

8 INCH SDR-35 COLLECTION LINE

PLANT HOLLOW TREATMENT FACILITY SITE PROFILE 3

AND NEW ACCESS ROAD PROFILE

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00

1963.00 MAX. WATER ELEV.

75.00 LF @ 0.5 % SLOPE OF 24 INCH C-900 EQ BASIN LINE

24 INCH C-900 OR HDPE

INVERT ELEV. 1949.58 FT.

FLOW METER

MANHOLE

24 INCH C-900 CONVEYANCE LINE

EQUALIZATION BASIN TO FLOWMETER MANHOLE

24 INCH C-900 OR HDPE

INVERT ELEV. 1950.00 FT.

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40

1+50 1+60

1935 1935

75.00 LF @ 0.5 % SLOPE OF 24 INCH C-900 OR HDPE EQ OVERLFOW LINE

24 INCH C-900

INVERT ELEV. 1946.33 FT

COLLECTION VAULT:

SEE SHEET 42 FOR DETAILS

24 INCH C-900 OR HDPE ELEV. 1946.69 FT.

24 INCH HEADWALL:

INVERT ELEV. 1963.00 FT.

(SEE SHEET 120 FOR DETAILS)

24 INCH C-900 CONVEYANCE LINE

EXISTING POND 2 OVERFLOW

1963.00 FT. OVERFLOW WATER ELE.

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40

1935 1935

24 INCH C-900 CLARIFIER BYPASS LINE

1+50

24 INCH C-900 OR HDPE

INVERT ELEV. 1943.34FT.

TO FROM CONTROL TEE

24 INCH C-900 OR HDPE

INVERT ELEV. 1947.08 FT.

136.00 LF @ 2.75 % SLOPE OF 24 INCH C-900 OR HDPE BYPASS LINE

COLLECTION VAULT:

SEE SHEET 42 FOR DETAILS

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20

12 INCH SDR-35

INVERT ELEV. 1929.64 FT.

DITCH 2 :

SEE SHEET 44 FOR DETAILS

405.64 LF @ 2.0 % SLOPE OF 12 INCH SDR-35 CONVEYANCE PIPE

8 INCH SDR-35 COLLECTION LINE

INVERT ELEV. 1929.39 FT. TIES INTO 12

INCH CLARIFIER DRAIN LINE

6 INCH SDR-35 COLLECTION LINE

INVERT ELEV. 1928.69 FT. TIES INTO

12 INCH CLARIFIER DRAIN LINE

12 INCH SDR-35 CLARIFIER DRAIN LINE

12 INCH SDR-35 CLARIFIER CONVEYANCE DRAIN

WITH ANIMAL GUARD AT END OF PIPE

INVERT ELEV. 1921.54 FT.

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70

24 INCH C-900 CONVEYANCE LINE

MANHOLE 3 TO MANHOLE 4

0+80

MANHOLE 3:

SEE SHEET 41 FOR DETAILS

0+90

MANHOLE 4:

SEE SHEET 41 FOR DETAILS

77.73 LF @ 0.5 % SLOPE OF 24 INCH C-900 CONVEYANCE LINE

24 INCH C-900 PVC PIPE

INVERT ELEV.1930.50 FT.

24 INCH C-900 PVC PIPE INVERT

ELEV. 1930.90 FT.

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20

CONTROL TEE VAULT:

SEE SHEET 42 FOR DETAILS

215.18 LF @ 1.0 % SLOPE OF 6 INCH SDR-35

6 INCH SDR-35

INVERT ELEV. 1938.50 FT.

6 INCH SDR-35

INVERT ELEV. 1936.40 FT.

NON-POTABLE WATER LIFT STATION:

SEE SHEET 82 FOR DETAILS

6 INCH SDR-35 COLLECTION LINE

NON-POTABLE WATER LIFT STATION TO CONTROL TEE VAULT

DISTRIBUTION TROUGH :

SEE SHEET 42 FOR DETAILS

EQUALIZATION BASIN

24 INCH HDPE DUAL WALL CULVERT

4 INCH SDR-35 DRAIN LINE FROM

MANHOLE 1 TIES INTO 24 INCH C-900

BYPASS LINE

24 INCH C-900

INVERT ELEV. 1930.90 FT.

TO MANHOLE 4

24 INCH C-900

INVERT ELEV. 1932.62 FT.

FROM COLLECTION VAULT TO

MANHOLE 2

8 INCH SDR-35

INVERT ELEV. 1934.92

2 INCH HDPE

INVERT ELEV. 1935.83 FT.

6 INCH SDR-35 DRAIN LINE FROM

LIME SILO TIES INTO 24 INCH C-900

BYPASS LINE

ADD ANIMAL GUARD TO FRONT

OF 24 INCH C-900 PIPE.

ELEV. 1963.00'

1' TYP.

6"

ELEV. 1950.00'

EQUALIZATION BASIN INTAKE PIPE DETAIL

NOTES:

1. 16 ROWS WITH 6 HOLES PER ROW

(EXCEPT AT OUTLET PIPE CONNECTION).

2. APPEND LINER TO INTAKE.

PLANT HOLLOW TREATMENT FACILITY

HYDRAULIC PROFILES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70

24 INCH C-900 CONVEYANCE LINE

CONTROL TEE VAULT TO MANHOLE 2

CONCRETE PIPE IN PLACE

24 INCH C-900

INVERT ELEV. 1932.62 FT.

24 INCH C-900

INVERT ELEV. 1932.20 FT.

CONTROL TEE VAULT:

SEE SHEET 42 FOR DETAILS

MANHOLE 2:

SEE SHEET 41 FOR DETAILS

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

8 INCH HDPE DR-17 SLUDGE FORCE MAIN:

CONTROL AND PUMP BUILDING TO SLUDGE MANIFOLD VALVE BOX

0+00 1+00 2+00

6 INCH HDPE DR-17 FORCE MAIN:

PLANT HOLLOW LIFT STATION TO EXISTING POND 2

8 INCH HDPE DR-17 SLUDGE FORCE MAIN

ORIGINAL GROUND

6 INCH HDPE DR-17

FORCE MAIN

ORIGINAL GROUND

57.42 LF @ 0.5 % SLOPE OF 24 INCH C-900 CONVEYANCE LINE

8 INCH HPDE DR-17 FORCE MAIN

3 INCH HDPE DR-17

NPW FORCE MAIN

2 INCH HDPE DR-17

NPW FORCE MAIN

M I N

O

F

O

F

C O

V E

R

MIN. OF 3.0 FT.

WIDE

NON-POTABLE WATER

AND SLUDGE FORCE

MAIN TRENCH

8 INCH SDR-35 GRAVITY LINE

PLANT HOLLOW TREATMENT FACILITY

HYDRAULIC PROFILES

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20

PROFILE A-A'

PROFILE B-B'

PROFILE C-C'

6 INCH BERM AROUND

FINAL POND (TYPICAL)

WATER LEVEL

MANHOLE 4 :

SEE SHEET 41 FOR

DETAILS

24 INCH C-900

INVERT ELEV.1931.50 FT.

24 INCH C-900

INVERT ELEV.1932.00 FT.

CONCRETE OVER

AND AROUND 24

INCH DISCHARGE

PIPE TO SURFACE

SUMP BOX:

SEE SHEET 120 FOR DETAILS

T.O.C. ELEV. 1917.00 FT.

B.O.C. ELEV. 1915.00 FT.

0+00 1+80

MANHOLE 4:

SEE SHEET 41 FOR DETAILS

MANHOLE 2:

SEE SHEET 41 FOR DETAILS

1910 1910

1920 1920

MANHOLE 2:

SEE SHEET 41 FOR DETAILS

POND LINER 60MIL SMOOTH

(TYPICAL)

FOLD CORNER OF BAFFLE CURTAIN TO ANGLE OF

POND SLOPE AND ATTACHED TO FLOATATION

PORTION OF BAFFLE CURTAIN, (TYPICAL)

HAND WINCHES:

SEE SHEET 118 FOR DETAILS

(TYPICAL)

BAFFLE CURTAIN HOLDER:

SEE SHEET 118 FOR DETAILS

(TYPICAL)

2' X 2' OPENING, TYPICAL, SPACED

ON 4' CENTERS FOLD LINE, TYPICAL,

LOCATED 0.5' BELOW WATER LEVEL

BAFFLE CURTAIN EXTEND 6.41 FT BELOW

WATER LEVEL TO POND BOTTOM.

BAFFLE CURTAIN EXTEND 11.00 FT. BELOW

WATER LEVEL TO 4 FT. OFF BOTTOM OF POND.

NOTE:

ALL DIMENSIONS FOR BAFFLE CURTAINS TO BE MEASURED AFTER POND

CONSTRUCTION AND APPROVED BY WVDEP PRIOR TO ORDERING. ADD

3-4' TO THE LENGTH OF THE BAFFLE TO COMPENSATE FOR DEFLECTION.

(2) 6 INCH LIFTS

OF AASHTO #4

WATER LEVEL

WATER LEVEL

SUMP BOX:

SEE SHEET 120 FOR DETAILS

(TYPICAL)

T.O.C. ELEV. 1917.00 FT.

B.O.C. ELEV. 1915.00 FT.

2' X 2' OPENING, TYPICAL, SPACED

ON 4' CENTERS FOLD LINE, TYPICAL,

LOCATED 0.5' BELOW WATER LEVEL

FINAL POND ACCESS ROAD

A

A

B'

C'

B'

C'

FINAL POND DETAILS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

MANHOLE 2

MANHOLE 4

MANHOLE 1

MANHOLE 3

F L

O W

F

L

O

W

F L O

W

Ø6.00 FT

Ø6.00 FT

Ø6.00 FT

Ø6.00 FT

FLOW

FLOW

F L O

W

FLOW

FLOWFLOW

1915-S1 BOLT DOWN TYPE

MANHOLE FRAME AND COVER

T.O.C AND GROUND

ELEV. 1936.00 FT.

24 INCH C-900

INVERT ELEV.1928.50 FT.

B.O.C. ELEV. 1928.00 FT.

24 INCH C-900

INVERT. ELEV. 1931.50 FT.

24 INCH C-900

INVERT ELEV. 1930.50 FT.

0.5 FT.

0.5 FT.

56°

90°

90°

90°

180°

B.O.C. ELEV. 1930.40 FT.

24 INCH C-900

INVERT ELEV. 1930.90 FT.

T.O.C AND GROUND

ELEV. 1936.00 FT.

24 INCH C-900

INVERT ELEV.1932.20 FT.

B.O.C. ELEV. 1931.70 FT.

T.O.C ELEV. 1955.50 FT.

GROUND ELEV. 1955.00 FT.

24 INCH C-900

INVERT ELEV. 1949.58 FT.

B.O.C. ELEV. 1948.67 FT.

BILCO HATCH:

SEE SHEET 41 FOR DETAILS

0.5 FT.

0.5 FT.

0.5 FT.

0.5 FT.

0.5 FT.

0.5 FT.

0.5 FT

0.5 FT

A'A

B'B

C'C

D'D

T.O.C AND GROUND ELEV. 1936.00 FT.

(2) 6 INCH LIFTS OF

AASHTO #4

24 INCH MODULATING VALVE

24 INCH SS FLANGED

GATE VALVE

(2) 6 INCH LIFTS OF

AASHTO #4

(2) 6 INCH LIFTS OF

AASHTO #4

(2) 6 INCH LIFTS OF

AASHTO #4

1915-S1 BOLT DOWN TYPE

MANHOLE FRAME AND COVER

1915-S1 BOLT DOWN TYPE

MANHOLE FRAME AND COVER

PLAN VIEW

PROFILE VIEW

SECTION A-A'

PLAN VIEW

PROFILE VIEW

SECTION C-C'

PLAN VIEW

PROFILE VIEW

SECTION D-D'

PLAN VIEW

PROFILE VIEW

SECTION B-B'

F

L

O

W

F

L

O

W

120°

PLAN VIEW

PROFILE VIEW

SECTION E-E'

MANHOLE 5

MANHOLE 6

Ø4.0 FT.

F

L

O

W

F

L

O

W

F

L

O

W

155°

Ø4.0 FT.

PLAN VIEW

PROFILE VIEW

SECTION F-F'

D'D

F'F

B.O.C. ELEV. 2116.50 FT.

T.O.C ELEV. 2122.50 FT.

INVERT ELEV. 2117.00 FT.

6 INCH HDPE SDR-17

1O INCH HPDE SDR-17

GROUND ELEV. 2122.00 FT.

8 INCH SDR-35

(2) 6 INCH LIFTS OF

AASHTO #4

(2) 6 INCH LIFTS OF

AASHTO #4

B.O.C. ELEV. 1958.50 FT.

T.O.C ELEV. 1964.50 FT.

INVERT ELEV. 1959.00 FT.

GROUND ELEV. 1964.00 FT.

0.5 FT.

0.5 FT.

0.5 FT.

0.5 FT.

0.5 FT

0.5 FT

0.5 FT

0.5 FT.

ADD GROUT AFTER

MANHOLE LID IS SET

ADD GROUT AFTER MANHOLE

LID IS SET

ADD GROUT AFTER MANHOLE

LID IS SET

NOTE(S):

1. ALL MANHOLES SHALL COMPLY WITH TECHNICAL SPECIFICATIONS 9-3

CEMENTITOUS CRYSTALLINE CONCRETE ADDITIVE AND 9-5 MANHOLES.

2. ALL PIPE INTRUSIONS SHALL BE MADE WITH Z-LOK OR KOR-N-SEAL

BOOTS.

TOTAL

SHT. NO.

SCALE: NTS

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

MANHOLE DETAILS

OFFICE OF SPECIAL RECLAMATION

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

LID HINGE

LOCATED

OPPOSITE LADDER

2 INCH PVC NPT

COUPLER

LID W/LOCKABLE

HATCH

SS ULTRASONIC

TRANSDUCER

BRACKET

HEAD

MEASUREMENT

POSITION

FLOW

5 FT. DIA.

FIBERGLASS

MANHOLE

MIN. OF 20.00 LF OF

24 INCH C-900 PIPE

@ 0% SLOPE

MIN. OF 10.0 LF OF

24 INCH C-900 PIPE

@ 0% SLOPE

PALMER BOWLUS FLUME NOTES:

1. CONCRETE SHALL BE 4000 PSI STRENGTH.

2. THE MANUFACTURER SUBMITTALS SHALL

PROVIDE DETAILED DIMENSIONS OF THE

MANHOLE.

3. CONTRACTOR SHALL SLOPE FINAL GRADE

AWAY FROM MANHOLE.

4. MANUFACTURER OF THE PALMER BOWLUS

FLUME SHALL PROVIDE W/SUBMITTAL THE

EXACT LOCATION OF THE ULTRA SONIC UNIT.

5. GROUT TO TOP OF FLUME THEN BLEND UP

SIDES OF MANHOLE AT A 2% SLOPE.

24 INCH PALMER BOWLUS FLUME

WITH FIBERGLASS MANHOLE

6 INCH CONCRETE PAD

24 INCH FERNCO W/SS HARDWARE

FLOW

1949.58 FT. INVERT ELEV.

1957.12 FT. TOP OF MH ELEV.

LADDER

2 INCH PVC NPT

COUPLER

24 INCH FERNCO W/SS HARDWARE

GROUT TO TOP OF FLUME

1952.30 FT. GROUND ELEV.

(2) 6 INCH LIFTS OF

AASHTO #4

7.0 FT.

2.0 FT.

3.5 FT.

2 .0 FT.

5.0 FT.

F L O

W

FLOW

FLOW

0.5 FT.

ALUMINUM GRATING

T.O.C ELEV. 1951.84 FT.

GROUND ELEV. 1951.33 FT.

B.O.C. ELEV. 1940.84 FT.

24 INCH C-900

INVERT ELEV. 1941.34 FT.

M'

M

CONTROL TEE VAULT

0.5 FT.

2.66 FT.

2.0 FT

5.50 FT.

" SS PLATE

SLIDE GATE WITH SS

TEE HANDLE DETAIL

7.25 FT.

4.25 FT.

(2) 6 INCH LIFTS OF

AASHTO #4

PLAN VIEW

PROFILE VIEW

SECTION M-M'

0.5 FT.

4.0 FT.

7.0 FT.

0.5 FT.

T.O.C ELEV. 1951.84 FT.

GROUND ELEV. 1951.33 FT.

B.O.C. ELEV. 1940.84 FT.

24 INCH C-900

INVERT ELEV. 1941.34 FT.

24 INCH C-900

INVERT ELEV. 1946.33 FT.

24 INCH C-900

INVERT ELEV. 1943.34 FT.

FLOW FROM

CLARIFIER

FLOW FROM

EXIST POND 2

COLLECTION VAULT

2.0 FT.

2.0 FT.

0.5 FT.

2.0 FT

FLOW TO

CONTROL BOX

3.5 FT.

BILCO HATCH:

SEE SHEET 117 FOR DETAILS

24 INCH C-900

INVERT ELEV. 1943.34 FT.

FLOW FROM

CONTROL TEE

L'

L

(2) 6 INCH LIFTS OF

AASHTO #4

PLAN VIEW

PROFILE VIEW

SECTION L-L'

NOTE(S):

1. THE VAULTS WERE DESIGNED AS PRECAST CONCRETE. THE CONTRACTOR MAY CHOOSE TO USE

CAST-IN-PLACE. IF SO, SEE NOTE #2.

2. CAST-IN-PLACE CONCRETE REQUIRES RESTEEL AND CONCRETE DESIGN DRAWINGS AS PART OF THE

SUBMITTAL AND MUST BE CERTIFIED BY A WV REGISTERED PROFESSIONAL ENGINEER.

3. CAST-IN-PLACE OR PRECAST SHALL COMPLY WITH TECHNICAL SPECIFICATIONS 9-1 CAST IN PLACE, 9-2 STRUCTURAL PRECAST CONCRETE, 9-3 CEMENTITOUS CRYSTALLINE CONCRETE ADDITIVE, AND 9-5

MANHOLES.

4. ALL PIPE INTRUSIONS SHALL BE MADE WITH Z-LOK OR KOR-N-SEAL BOOTS.

REVISIONS

DATE: ( ):

BY:

PALMER BOWLUS FLUME , CONTROL TEE VAULT,

COLLECTION VAULT, AND DISTRIBUTION TROUGH DETAILS

TOTAL

SHT. NO.

SCALE: NTS DATE: FEBRUARY 2021

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

OFFICE OF SPECIAL RECLAMATION

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

SLUDGE VALVE BOX 1

PLAN VIEW

G G'

AIR RELIEF VALVE

8 INCH PLUG VALVES

12 INCH OF AASHTO #57

F

T

6.0 FT.

PROFILE VIEW

SECTION G-G'

T.O.C 2108.50 FT.

GROUND ELEV. 2108.00 FT.

T.O.F. 2103.67 FT.

B.O.F. 2102.67 FT.

INVERT. ELEV. 2106.34 FT.

8X4

8X4

8X4

8X4

8X4

8X4

8X4

8X4

8 INCH PLUG VALVE

8 INCH PLUG VALVE

ALUMINUM SAFETY LADDER:

SEE SHEET 47 FOR DETAILS

TO EXISTING SLUDGE CELL

TO NEW SLUDGE CELL

8 INCH HPDE DR-17

SLUDGE FORCE MAIN

FROM CONTROL AND

PUMP BUILDING

8 INCH PLUG VALVE

8 INCH PLUG VALVE

T.O.C 2110.50 FT.

GROUND ELEV. 2110.00 FT.

T.O.F. 2105.67 FT.

B.O.F. 2104.67 FT.

T.O.C 2110.50 FT.

GROUND ELEV. 2110.00 FT.

T.O.F. 2105.67 FT.

B.O.F. 2104.67 FT.

T.O.C 2110.50 FT.

GROUND ELEV. 2110.00 FT.

T.O.F. 2105.67 FT.

B.O.F. 2104.67 FT.

T.O.C 2110.50 FT.

GROUND ELEV. 2110.00 FT.

T.O.F. 2105.67 FT.

B.O.F. 2104.67 FT.

F

T

6.0 FT.

F

T

6.0 FT.

F

T

6.0 FT.

F

T

6.0 FT.

8 INCH HDPE DR-17

SLUDGE FORCE MAIN

12 INCH OF AASHTO #57

12 INCH OF AASHTO #57

12 INCH OF AASHTO #57

12 INCH OF AASHTO #57

SLUDGE VALVE BOX 2

SLUDGE VALVE BOX 3 SLUDGE VALVE BOX 4

SLUDGE VALVE BOX 5

PLAN VIEW

PROFILE VIEW

SECTION H-H'

PLAN VIEW

PROFILE VIEW

SECTION I-I'

PLAN VIEW

PROFILE VIEW

SECTION K-K'

PLAN VIEW

PROFILE VIEW

SECTION J-J'

H H'

I I'

K K'

J J'

INVERT. ELEV. 2107.00 FT.

4 INCH HPDE DR-17

8 INCH HPDE DR-17

SLUDGE FORCE MAIN

BILCO HATCH:

SEE SHEET 117 FOR DETAILS

8 INCH HPDE DR-17

SLUDGE FORCE MAIN

4 INCH HPDE DR-17

0.5 FT.

0.5 FT. 0.5 FT.

0.5 FT.

0.5 FT.

4 INCH HPDE DR-17

INVERT. ELEV. 2107.00 FT.

INVERT. ELEV. 2107.00 FT.

INVERT. ELEV. 2107.00 FT.

8 INCH X4 INCH

REDUCER

8 INCH X4 INCH

REDUCER

4 INCH HPDE DR-17

8 INCH X4 INCH

REDUCER

NOTE(S):

1. THE SLUDGE VALVE BOXES ARE DESIGNED AS PRECAST CONCRETE. THE CONTRACTOR MAY CHOOSE

CAST-IN-PLACE. IF SO, SEE NOTE #2.

2. CAST-IN-PLACE CONCRETE REQUIRES RESTEEL AND CONCRETE DRAWINGS AS PART OF THE

SUBMITTAL AND MUST BE CERTIFIED BY A WV REGISTERED PROFESSIONAL ENGINEER.

3. CAST-IN-PLACE OR PRECAST SHALL COMPLY WITH TECHNICAL SPECIFICATIONS 9-1 CAST IN PLACE, 9-2 STRUCTURAL PRECAST CONCRETE, 9-3 CEMENTITOUS CRYSTALLINE CONCRETE ADDITIVE, AND

9-5 MANHOLES.

4. ALL PIPE INTRUSIONS SHALL BE MADE WITH Z-LOK OR KOR-N-SEAL BOOTS.

8 INCH HPDE DR-17

SLUDGE FORCE MAIN

ALUMINUM SAFETY LADDER:

SEE SHEET 47 FOR DETAILS

BILCO HATCH:

SEE SHEET 117 FOR DETAILS

ALUMINUM SAFETY LADDER:

SEE SHEET 47 FOR DETAILS

BILCO HATCH:

SEE SHEET 117 FOR DETAILS

ALUMINUM SAFETY LADDER:

SEE SHEET 47 FOR DETAILS

BILCO HATCH:

SEE SHEET 117 FOR DETAILS

ALUMINUM SAFETY LADDER:

SEE SHEET 47 FOR DETAILS

BILCO HATCH:

SEE SHEET 117 FOR DETAILS

TOTAL

SHT. NO.

SCALE: NTS

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

SLUDGE VALVE BOX DETAILS

OFFICE OF SPECIAL RECLAMATION

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

STAPLES ARE THROUGH

BOTH BLANKETS.

F L O

W

6" OVERLAP UPSLOPE

BLANKET OVERLAPS

DOWNSLOPE BLANKET

IN A SHINGLE AFFECT.

2 ROWS OF STAPLES

4" APART, STAGGERED,

6" O.C.

SIDE SEAM OVERLAP DETAIL CHANNEL BLANKET END OF ROLL

OVERLAP DETAIL

EROSION CONTROL MATTING

D

TW

AL

NOTE: USE MIINIMUM OF 6 FEET WIDE ROLLS AND PIN

ADDITIONAL WIDTH ON TOP OF DITCH.

H

V

D

T

F

TW

SL

RIPRAP

"V" DITCH TYPICAL

BW

TRAPEZOIDAL DITCH TYPICAL

H

V

F

D

TW

SL

RIPRAP

GRASS MAT DITCH TYPICAL

PROJECT DITCH SCHEDULE

DITCH # DITCH/CHANNEL TYPE

DITCH LENGTH

(LINEAR FEET)

DEPTH

(D)

ARC LENGTH

(AL)

TOP WITDH

(TW)

BOTTOM

WIDTH

(BW)

FREEBOARD

(F)

THICKNESS

(T)

HORIZONTAL

(H)

VERTICAL

(V)

SLOPE

LENGTH

(SL)

LINER

REQUIRED

(YES/NO)

IF YES, SEE

DITCH NOTE 3.

RIPRAP SIZE

(D50)

TYPE OF RIPRAP

(LIMESTONE OR

NON-CALCAREOUS)

GROUT

REQUIRED

(YES/NO)

1 2 FT. V-DITCH

25 FT. 2 FT.

N/A

8 FT. N/A 1 FT. 1 FT. 2 FT. 1 FT. 4.47 FT.

NO

0'-9"

LIMESTONE YES

2 2 FT. V-DITCH

80 FT. 2 FT.

N/A

8 FT. N/A 1 FT. 1 FT. 2 FT. 1 FT. 4.47 FT.

NO

0'-9"

LIMESTONE YES

3 1 FT. V-DITCH

530 FT. 1 FT.

N/A

4 FT. N/A 1 FT. 1 FT. 2 FT. 1 FT. 2.24 FT.

NO

0'-9"

LIMESTONE NO

1 FT. V-DITCH

600 FT. 1 FT.

N/A

4 FT. N/A 1 FT. 1 FT. 2 FT. 1 FT. 2.24 FT.

NO

0'-9"

LIMESTONE NO

T

GROUT NOTES:

1. EXTEND GROUT KEY LATERALLY THE FULL WIDTH OF THE CHANNEL

AS SHOWN IN THE CROSS SECTION VIEWS.

2. INSTALL GROUT KEYS AT LOCATIONS SHOWN ON THE PLANS AND

AS SHOWN IN THE PROFILE VIEW.

3. AFTER EXCAVATING THE GROUT KEY TO THE DIMENSIONS SHOWN,

PLACE GROUT IN THE EXCAVATION TO THE CHANNEL SUB GRADE

PRIOR TO PLACING THE RIPRAP.

4. GROUT SHALL BE 2,000 PSI UNLESS OTHERWISE NOTED.

BLANKET OVERLAP

2"-4"

DITCH NOTES:

1. ALL VOIDS IN GROUTED RIPRAP DITCHES TO BE FILLED 100% WITH GROUT.

2. DITCHES REQUIRING LINERS SHALL USE 60 MIL. LINER UNLESS DESIGNATED

OTHERWISE.

3. DITCHES WITH LINERS SHALL HAVE 3 INCHES OF 1

INCHES CRUSHER RUN

AGGREGATE PLACED BETWEEN LINER AND RIPRAP. THE 3 INCHES OF

CRUSHER RUN IS NOT INCLUDED IN THE DEPTH OF RIPRAP.

4. FOR GRASS LINED "V" DITCHES USE "V" DITCH TYPICAL. "T" DIMENSION WILL

NOT APPY.

GROUT KEY TYPICALS

RIPRAP SIZING

"T" DIMENSION D50

1' - 0" 9"

1' - 6" 12"

2' - 6" 18"

LINER KEY PROFILE DETAIL

RIPRAP

1.5" OF CRUSHER RUN AGGREGATE

60 MIL LINER

2.0'

2.0'

LINER NOTES:

1. EXTEND LINER KEY LATERALLY THE FULL WIDTH OF THE CHANNEL.

2. THE LINER SHALL BE 60 MIL HDPE LINER UNLESS OTHERWISE NOTED.

3. IN AREAS NOTED BY THE ENGINEER DURING CONSTRUCTION, 1-

INCH

CRUSHER RUN SHALL BE PLACED AT A DEPTH OF 3 INCHES BETWEEN

THE LINER AND EARTH.

3.0 FT.,

MIN.

GROUTED ROCK RIPRAP

CUTOFF TRENCH

3.0'

MIN.

2.0' OR 3.0'

8.0' OR 12.0'

9.3' OR 13.3'

SCALE: NTS

V - DITCH CROSS SECTION A - A

H

V

H

V

PROPOSED ROCK RIPRAP

LINED "VEE" DITCH FLOW LINE

12" Ø GROUTED

ROCK RIPRAP

PROPOSED GROUTED ROCK

RIPRAP LINED "VEE" DITCH

FLOW LINE

1.5 FT., MIN.

12" Ø

ROCK RIPRAP

GROUTED ROCK

RIPRAP CUTOFF

TRENCH

DESIGN SLOPE,

ROCK RIPRAP

REQUIRED

CHANNEL SUBGRADE

CHANNEL SUBGRADE

3.0 FT.,

MIN.

10.0 FT., MIN.

1.5' MIN.

A.

A

DESIGN SLOPE - RIPRAP

REQUIRED, BUT GROUTED

RIPRAP INSTALLED

2.0' OR

3.0'

12.0' OR 32'

13.3' OR

33.3'

GROUTED ROCK

RIPRAP CUTOFF

TRENCH

H

V

H

V

4.0'

OR

20.0'

4.0' OR

6.0'

SCALE: NTS

TRAPEZOIDAL DITCH CROSS SECTION A - A

1.5 FT.

MIN.

4.0' OR

6.0'

3.0'

MIN.

10 OZ. FELT FABRIC

DITCH DETAILS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

0 25 50 75

BAR SCALE: 1:25

E

X

I

S

T

I

I T

C

H

S C

E

I L

I

I T

C

H

M

O

T

N

T

R

N

T

E

R

N

C

L

E

A

R

N

A

C

E

S

LT SW

ITCH

GFCI

GFCI

G

F C

I

G

F

C

I

G

F

C

I

S

I T

C

H

S

C

E

I L

I

I T

C

H

F

L

O

E

V

A

T

I

F

L

O

E

V

A

T

I

C

O

N

T

R

O

L

P

A

N

E

L

G

FC

I

G

F

C

I

G

FC

I

D

I

T

S

E

T

A

I

L

S

L

O

C

A

T

I

B

E

J

U

S

T

E

D

C

O

N

S

T

R

U

C

T

I

O

N

L

I

M

I

T

S

D

I

T

S

E

T

A

I

L

S

D

I

T

S

E

T

A

I

L

S

C

H

A

R

G

E

S

I

N

U

U

L

V

E

R

T

L

O

C

A

T

I

B

E

J

U

S

T

E

D

D

I

T

S

E

T

A

I

L

R

G

R

A

V

I

Y

N

E

B

O

L

L

A

R

Y

P

I

C

A

L

DITCH LAYOUT

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:25

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

OVERHEAD CRANE

SUPPORTS

POLYMER

PUMPS (2)

SAFETY

EQUIPMENT

METER

110/220 VOLT SINGLE

PHASE LIGHTING PANEL

TRANSFER

SWITCH

S

LT SWITCH

S

CEILING FAN SWITCH

SUMP PIT

DEHUMIDIFIER

1 INCH DRAIN LINE

10 FT. H X 12 FT. W

OVERHEAD GARAGE DOOR

SUMP PUMP DETAIL

SCALE: NTS

1'

6'

2'

#5 RESTEEL ON 8" CENTER

TOP & BOTTOM GRID

#5 RESTEEL BOTH WAYS

8" ON CENTER

NOTE:

1. SEE TECHNICAL SPECIFICATION SECTION 12-11 SUMP PUMPS.

2. SUMP PUMP CONTROLLED BY FLOAT.

3. NOT SHOWN, REBAR TIE INTO FLOOR.

3'-9"

M O

T O

R

C

O N

T R

N

T E

R

N E

C

C

O D

E

C

L E

A R

N A

C E

ALUMINUM SAFETY

RAILING

DOUBLE 36 INCH MAN DOOR WITH

REMOVABLE CENTER POST

S

I T

C H

G F

C I

G F

C I

GFCI GFCI

GFCI

S

LT SWITCH

S

CEILING FAN SWITCH

POLYMER

TOTES (2)

FLOOR ELEVATION 1940.50'

F L

O O

R

E

L E

V A

T I O

N

SINGLE 36 INCH MAN DOOR

SINGLE 36 INCH MAN DOOR

40.00'

20.00'

C O

N T

R O

L

P A

N E

L

G F

C I

G F

C I

G F

C I

30.00'

8"

8"

TO SLUDGE CELLS

3"

TO RAPID MIX TANK

LINK SEAL

(TYPICAL)

3 INCH DUCTILE IRON

8 INCH DUCTILE IRON

3 INCH HDPE

8 INCH HDPE

(TYPICAL)

MAGMETER

8 INCH PLUG VALVE

(TYPICAL)

3 INCH CHECK VALVE

3 INCH PLUG VALVE

SLUDGE PUMP #1

SLUDGE PUMP #2

RECIRC PUMP

ELECTRIC

ACTUATOR

VALVES

(TYPICAL)

4 INCH DUCTILE IRON

4 INCH PLUG VALVE

FROM

CLARIFIER

B B'

A'

A

HEATING (ELECTRIC) AND COOLING UNIT

(WALL KNOCK OUT DIMENSIONS

TO BE DETERMINED BY VENDOR)

TO SLUDGE CELLS

FROM

FINAL

POND

SUMP 1

FROM

FINAL

POND

SUMP 2

20.00'

NOTE:

1. CONTRACTOR SHALL PROVIDE RESTEEL DETAIL.

2. FOR STEEL BUILDING STRUCTURAL DETAILS REFER TO

TECHNICAL SPECIFICATION 13-18 STEEL BUILDINGS (CONTRACT #: 2020-3421).

3. ADD FLEX COUPLER TO SUCTION SIDE OF PUMPS.

ALUMINUM ACCESS LADDER

WITH SAFETY HANDLE:

SEE DETAIL SHEET 47

8 INCH CHECK VALVE

(TYPICAL)

FOUR INCH THICK PARTITION WALLS

WITH METAL STUDS TO BE INSTALLED

BY CONTRACTOR; WALLS TO GO TO

FULL CEILING HEIGHT.

40.0'

6.00'

D

D'

TOP OF PAD ELEV. 1940.50FT.

GROUND ELEV. 1940.00 FT.

NOTE: CONCRETE PAD RESTEEL

1. PROVIDE ENOUGH VERTICAL RESTEEL

TO SUPPORT 2 RESTEEL MATS.

SECTION D-D'

SCALE: NTS

BOTTOM OF PAD ELEV. 1939.00 FT.

PLAN VIEW FOR CONCRETE PAD

SCALE: NTS

(20) - #4 RESTEEL X 39.50 FT.

(ALL TWO HORIZONTAL LAYERS)

(130) - #4 RESTEEL X 5.50 FT.

(ALL TWO HORIZONTAL LAYERS)

#4 RESTEEL ON 8

INCH CENTERS

0.25'

CONCRETE PAD

SEE DETAILS BELOW

0.25'

(2) 6 INCH COMPACTED

LIFTS AASHTO #3

CONTROL AND PUMP BUILDING PLAN VIEW

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:4

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

SECTION A-A'

19.00'

1940.50' TOP OF FLOOR

1930.50' BOTTOM OF FLOOR

10.00'

1940.00' TOP OF GROUND

8"

SECTION B-B'

1940.00' TOP OF GROUND

1940.50' TOP OF FLOOR

1930.50' BOTTOM OF FLOOR

18.83'

10.00'

A A'

SECTION A-A'

TOP LADDER RUNG

2" Ø TUBE GUIDE

RECEIVING SLOT

FOR LOCKING PIN

STAINLESS

STEEL CLAMP

" ALUMINUM POST

STAINLESS STEEL

LOCKING PIN

STAINLESS STEEL U-BOLT

TUBE GUIDE

STAINLESS

STEEL CLAMP

STAINLESS STEEL

LOCKING PIN

WALL SIDE OF LADDER

BRACKET ASSEMBLY DETAILS

MOUNT ANGLE DETAILS

PART "A"

48"

16"

2"

2"

6"

6"

7"

" GAP

" Ø TYP.

3"

" TYP.

" TYP.

" Ø 6X

ALUMINUM SAFETY LADDER DETAIL

SCALE: 1:1

CONTROL AND PUMP BUILDING

PUMP PIT SECTIONS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:3

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

METER

110/220 VOLT SINGLE

PHASE LIGHTING PANEL

TRANSFER

SWITCH

4' LED LIGHT

(TYPICAL)

S

LT SWITCH

CEILING FAN

(TYPICAL)

M O

T O

R

C

O N

T R

N

T E

R

N E

C

C

O D

E

C

L E

A R

N A

C E

LED 100 WATT CREE

UTILITY LIGHT

S

I T

C H

G F

C I

G F

C I

GFCI GFCI

GFCI

S

LT SWITCH

S

CEILING FAN SWITCH

H

E

A

T

E

R

15 KW HEATER

(TYPICAL)

H

E

A

T

E

R

FLOOR ELEVATION 1940.50'

F L

O O

R

E

L E

V A

T I O

N

LED 100 WATT CREE

UTILITY LIGHT

LED 100 WATT CREE

UTILITY LIGHT

40.00'

20.00'

C O

N T

R O

L

P A

N E

L

G F

C I

G F

C I

G F

C I

30.00'

8"

8"

3"

TO RAPID MIX TANK

MAGMETER

SLUDGE PUMP #1

SLUDGE PUMP #2

RECIRC PUMP

FROM

CLARIFIER

B B'

A'

A

HEATING (ELECTRIC) AND COOLING UNIT

(WALL KNOCK OUT DIMENSIONS

TO BE DETERMINED BY VENDOR)

TO SLUDGE CELLS

TO SLUDGE CELLS

SUMP PIT

DEHUMIDIFIER

FROM

FINAL

POND

SUMP 1

FROM

FINAL

POND

SUMP 2

ELECTRIC

ACTUATOR

VALVES

(TYPICAL)

20.00'

S

LT SWITCH

TOP OF PAD ELEV. 1940.50FT.

GROUND ELEV. 1940.00 FT.

(14) - #4 RESTEEL X 21.50 FT.

(ALL TWO HORIZONTAL LAYERS)

(66) - #4 RESTEEL X 8.50 FT.

(ALL TWO HORIZONTAL LAYERS)

(55) - #4 RESTEEL X

2 INCH (VERTICAL)

#4 RESTEEL ON 8

INCH CENTERS

(2) 6 INCH COMPACTED LIFTS AASHTO #3

NOTE: GENERATOR PAD RESTEEL

1. PROVIDE ENOUGH VERTICAL RESTEEL

TO SUPPORT 2 RESTEEL MATS.

C'

C

SECTION C-C'

SCALE: NTS

PLAN VIEW FOR GENERATOR PAD

SCALE: NTS

BOTTOM OF PAD ELEV. - 1939.83 FT.

22.00'

9.00'

0.25'

0.25'

CONTROL AND PUMP BUILDING PLAN VIEW

ELECTRICAL

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:3

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

WEST ELEVATION

NORTH ELEVATION

SOUTH ELEVATION

40.00'

42.00'

16.00'

1940.50' FLOOR ELEV.

1930.50' FLOOR ELEV.

10.00'

1.00'

11.00'

19.00'

21.00'

16.00'

1940.50' FLOOR ELEV.

1930.50' FLOOR ELEV.

EAST ELEVATION

30.00'

32.00'

16.00'

1940.50' FLOOR ELEV.

1.00'

10.00'

11.00'

19.00'

21.00'

STEEL BUILDING

1940.00' GROUND ELEV.

1940.00' GROUND ELEV.

1940.00' GROUND ELEV.

NOTE:

1. CONTRACTOR SHALL PROVIDE RESTEEL DETAIL.

2. FOR STEEL BUILDING STRUCTURAL DETAILS REFER TO

TECHNICAL SPECIFICATION 13-18 STEEL BUILDINGS.

CONTROL AND PUMP BUILDING EXTERIOR ELEVATIONS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:4

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

12.5 FT TROUGH WITH WEIRS

TUBE SETTLERS

25 FT TROUGH WITH WEIRS

THIEF HOLE

(2)-100 WATT AREA LIGHTS

24 INCH C-900 DISCHARGE PIPE

RAPID MIX TANK

DISTRIBUTION TROUGH

C

L

A

R

I

F

I

F

L

U

E

O

U

G

H

0 5

SCALE IN FEET

(2)

WALL WITH WEIRS

WALL WITH WEIRS

CLARIFIER PLAN VIEW

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:5

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

TOP OF GROUT ELE. 1929.87'

STATIC WATER LEVEL ELE. 1945.67'

TOP OF TANK ELE. 1950.00'

BOTTOM OF SLUDGE WELL ELE. 1924.92'

BOTTOM OF CONCRETE ELE. 1923.42'

TOP OF GROUND LEVEL

TOP OF TUBE SETTLER ELE. 1943.07'

BOTTOM OF TUBE SETTLER ELE. 1940.07'

ELE. 1949.50'

BOTTOM OF TROUGH ELE. 1943.67'

TOP OF CONCRETE ELE.1929.67'

BOTTOM OF CONCRETE ELE. 1928.17'

3 HP 3/60/460 VARIABLE SPEED FLOCCULATOR DRIVE & MOTOR

3 HP 3/60/460 VARIABLE SPEED FLOCCULATOR DRIVE & MOTOR

30' DIA. X 10.5' DEPTH

ACCUGRID

TUBE SETTLER SUPPORT ELE. 1932.70'

1.50'

24" X 24" INFLUENT TROUGH @ 1% SLOPE

SLUDGE WELL

PVC SQUEEGEES

CENTER COLUMN

TORQUE CAGE

MIXER BLADES

MIXER BLADE

30.00'

1/2 HP 3/60/460V CLARIFIER DRIVE & MOTOR

BOTTOM OF CONCRETE ELE. 1924.44'

FLOCCULATION HOOD

TUBE SETTLERS

COUNTER BALANCE

FINAL LOCATION BY MANUFACTURER

HANDRAIL SYSTEM

HANDRAIL SYSTEM

80.00'

83.00'

85.42'

MOTOR DISCONNECTS

SS SUPPORTS FOR TROUGH

SUPPORTS SHALL BE PART OF

MANUFACTURER'S SUBMITTAL

10.5 LF OF TROUGH

9" X 9" MINIMUM

23 LF OF TROUGH

9" X 9" MINIMUM

(SEE PLAN VIEW)

(SEE PLAN VIEW)

THIEF HOLE FOR

SLUDGE LEVEL INDICATOR

8" ID HDPE SLUDGE DRAW-OFF

2.00'

BOTTOM OF TROUGH ELE. 1945.17'

50% SUPPORT ON FLOCCULATOR HOOD AND

50% SUPPORT ON CLARIFIER WALL

50% SUPPORT ON FLOCCULATOR HOOD AND

50% SUPPORT ON CLARIFIER WALL

NOTES:

1. CLARIFIER FLOOR - 1:12 SLOPE TO SLUDGE WELL

2. BACKFILL SLUDGE DRAW-OFF PIPE WITH CONCRETE

3. IF REQUIRED CONTRACTOR MAY USE PRECAST STAIRS TO

ACCESS CLARIFIER OR CAST-IN-PLACE.

4. 42" HIGH ALUMINUM OR FIBERGLASS HANDRAIL SHALL BE

INSTALLED ON THE OUTSIDE WALL COMPLETELY AROUND

THE CIRCUMFERENCE OF CLARIFIER WITH SS HARDWARE.

5. SLUDGE LEVEL MONITORING PROBES SHALL

BE MOUNTED TO THE HANDRAIL 18.0 FEET FROM THE

EXTERIOR EDGE OF THE CLARIFIER WALL.

6. REVIEW TREATMENT FACILITY PLAN VIEW FOR CLARIFIER,

SLUDGE PIPING, AND EFFLUENT PIPING ORIENTATION.

7. FINAL LOCATION OF THE MIXERS SHALL BE INCLUDED IN THE

MANUFACTURER'S SUBMITTALS.

8. MANUFACTURERS OF THE CLARIFIER AND THE TUBE

SETTLERS SHALL PROVIDE ALL REQUIRED HARDWARE TO

INSTALL ALL COMPONENTS OF THEIR RESPECTIVE SYSTEM.

9. THE TUBE SETTLER AND CLARIFIER MANUFACTURERS SHALL

PROVIDE STRUCTURAL DETAILS WITH SUBMITTALS.

10. FLOCCULATORS SHALL BE SIZED TO OPERATE AT 5 TO 20 RPM

RANGE.

11. STRUCTURAL DETAILS INCLUDING FINAL BRACKET LOCATIONS

SHALL BE PROVIDED BY THE MANUFACTURER DURING THE

SUBMITTAL PROCESS.

12. THIEF HOLE SHALL BE FIELD ADJUSTED, BRACKET FOR

MOUNTING MAY BE CHANGED,BUT APPROVED BY THE WVDEP.

13. THE CLARIFIER DRAIN AGGREGATE SHALL BE INCIDENTAL TO

THE CLARIFIER COMMODITY LINE ITEM. SEE DETAIL BELOW

FOR UNDER CLARIFIER DRAIN DETAIL.

DESIGN CRITERIA

NUMBER OF CLARIFIERS: 1

MAX. FLOW RATE PER CLARIFIER: 1600 GPM

RAW WATER IRON: N/A MG/L*

RAW WATER ALUMINUM: N/A MG/L*

EFFLUENT IRON: 0.95 MG/L

EFFLUENT ALUMINUM: 0.43 MG/L

FLOCCULATION Dt FOR CLARIFIER: 20.0 MINUTES

RISE RATE: 0.50 FT/SEC

NOTES:

THE FACILITY DESIGN ALLOWS FOR A HYDRAULIC

MAXIMUM FLOW RATE OF 2500 GPM

*RAW WATER COME INTO SITE AT SEVERAL

DIFFERENT POINTS AND IS TREATED AT SEVERAL

DIFFERENT PLACES.

8 INCH SDR-35 PVC CLARIFIER UNDER DRAIN

PIPE INVERT ELEV. 1929.68' (TYPICAL)

CLARIFIER ELEVATION VIEW

SCALE 1" = 4'

(2) FINAL pH PROBES

6 INCH LIFTS OF AASHTO #4

BOTTOM OF STONE ELE. 1922.42'

SLUDGE WELL DETAIL

NTS

WEIR DETAIL

NTS

90 TYPICAL

5 15/16" TYP.

FIBERGLASS SQUARE WASHER

FIBERGLASS WEIR SPLICE PLATE

1/2-13 SS ANCHOR BOLTS, NUTS AND SQUARE

WASHERS LOCATED ON 23 9/16" CENTERS

FIBERGLASS WEIR

9 7/8"

2 7/8"

8 INCH SDR-35 PVC CLARIFIER UNDER

DRAIN PIPE INVERT ELEV. 1929.68'

(SEE SHEET 119 FOR PIPE PERFORATION

DETAILS)

PLACE AASHTO #4 STONE IN A

4'X4'x2' AROUND CLARIFIER UNDER

DRAIN PIPE. PLACE FILTER FABRIC ON

TOP OF STONE.

CLARIFIER UNDER DRAIN DETAIL

NTS

8" ID HDPE SLUDGE DRAW-OFF

2" GROUT

CLARIFIER

C/L

BOTTOM OF CONCRETE ELE. 1923.42'

4.20'

1.39'

C/L

BOTTOM OF SLUDGE WELL ELE. 1924.92'

SLUDGE WELL

9.27'

DATUM POINT ELE. 1926.64'

THIEF HOLE DETAILS

NTS

10" SCHEDULE 40

STAINLESS STEEL

1/2 " SS ANGLE ANCHORED

TO THE CATWALK BEAM

F I E

J U

S T

E D

PROFILE VIEW

PLAN VIEW

TUBE SETTLERS

18"

4.71'

" PLATE EXTENDED OUT 3"

FULL CIRCUMFERENCE TOP

AND BOTTOM

2.50'

BRING AASHTO #4 STONE TO

SURFACE AROUND THE CLARIFIER.

CLARIFIER PROFILE VIEW AND DETAILS

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: AS SHOWN

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

CLARIFIER TUBE SETTLER PLAN VIEW

SCALE 1" = 5'

NOTES:

1. TUBE SETTLER MODULES DESIGN BASED ON

MANUFACTURER.

2. BAFFLE AND MOUNTING HARDWARE TO BE

SUPPLIED BY TUBE SETTLER MANUFACTURER.

3. THE MANUFACTURER SHALL BE RESPONSIBLE

FOR PROVIDING THE ENGINEERING FOR THE

SUPPORT STRUCTURE FOR THE TUBE

SETTLERS AND LAUNDERS.

TUBE SETTLERS

SS SUPPORTS FOR TUBE SETTLERS

FRP BAFFLE WALL

CLARIFIER TUBE SETTLER DETAIL VIEW

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:5

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

11.92'

SECTION A-A' PLAN VIEW

SCALE 1" = 6'

#6 @ 9" HORIZONTAL E.F.

(TYPICAL)

#7 @ 6" VERTICAL E.F.

(TYPICAL)

C C

D

D

E

E

F

F

G

G

#6 RING BARS @ 6"

(TYPICAL TOP & BOTTOM)

T Y

P

IC

A L

'4

SECTION B-B' PLAN VIEW

SCALE 1" = 6'

NOTE:

USE # 6 RESTEEL TOP & BOTTOM.

CLARIFIER RETEEL SECETIONS A-A' AND B-B'

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:6

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

SECTION C-C' VIEW

SCALE1"=5'

#6 @ 9" HORIZONTAL E.F.

(TYPICAL)

#7 @ 6" VERTICAL E.F.

(TYPICAL)

NOTE: CONSTRUCTION JOINTS TO BE PLACED EVERY

10' (MAX.) VERTICALLY IN THE WALLS AND TRENCH

3" CLR. (TYPICAL)

3" CLR. (TYPICAL)

3" CLR. (TYPICAL)

A'A

B'B

WATER STOP (TYPICAL)

KEY (TYPICAL)

#7 @ 6" VERTICAL E.F.

(TYPICAL)

#6 @ 9" HORIZONTAL E.F.

(TYPICAL)

#6 @ 9"

#7 @ 6"

3' CLR. (TYP.)

SECTION D-D' VIEW

SCALE 1" = 5'

SECTION E-E' VIEW

SCALE 1" = 5'

SECTION F-F' VIEW

SCALE 1" = 5'

3" CLR. (TYPICAL)

SECTION G-G' VIEW

SCALE 1" = 5'

3" CLR. (TYPICAL)

3" CLR. (TYPICAL)

3" CLR. (TYPICAL)

3" CLR. (TYPICAL)

3" CLR. (TYPICAL)

3" CLR. (TYPICAL)

3" CLR. (TYPICAL)

NOTE:

DRAWING DOES NOT SHOW RESTEEL LAP.

CLARIFIER RESTEEL SECTIONS C-C' THRU G-G'

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:5

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

FLOW

FLOW

(2)-IMPELLER - 20 INCH HIGH

EFFICIENCY, 316 SS W/ SET

SCREW ATTACHMENT

SHAFT - 1 INCH X 5 FOOT

EXPOSED LENGTH, TURNED

GROUND AND POLISHED, 316 SS

ELECTRIC

DISCONNECT

YSI IQ SENSORNET

2020 XT pH CONTROLLER

STAINLESS STEEL STRUT CHANNEL

1.5 HP 480 V 60 Hz

3 PHASE MIXER MOTOR

4.00 FT.

1.00 FT.

FLOW

FLOW

18 INCH MIXER

DIAMETER

20 INCH CUTOUT

INCH X 2 FT. X 2 FT.

SS PLATE

2 FOOT CUTOUT

ELECTRIC

DISCONNECT

(2) 2.5" STAINLESS STEEL U-BOLT

pH CONTROLLER

9.00'

9.00'

POLYMER INJECTION 2 PRIMARY

I INCH PEX LINES (RED) AND 1

BACKUP PEX LINE (BLUE)

LIME SLURRY INJECTION 2 PRIMARY

1 INCH PEX LINE (RED) AND 1

BACKUP PEX LINE (BLUE)

(2) 6 INCH LIFTS

OF AASHTO #4

24 INCH C-900

24 INCH C-900

8'

T.O.C. ELVE.1953.50 FT.

GROUND ELVE. 1953.00 FT.

B.O.C. ELEV. 1939.00 FT.

0.5 FT.

8.00'

8.00'

10'

0.5 FT.

0.5 FT.

24 INCH C-900

INVERT. ELEV. 1949.58 FT.

24 INCH C-900

INVERT. ELEV. 1947.08 FT.

NOTE(S):

1. RAPID MIX TANK WAS DESIGNED AS PRECAST CONCRETE. THE CONTRACTOR MAY CHOOSE

CAST-IN-PLACE. IF SO, SEE NOTE #2.

2. CAST-IN-PLACE CONCRETE REQUIRES RESTEEL AND CONCRETE DRAWINGS AS PART OF THE

SUBMITTAL AND MUST BE CERTIFIED BY A WV REGISTERED PROFESSIONAL ENGINEER.

3. CAST-IN-PLACE OR PRECAST SHALL COMPLY WITH TECHNICAL SPECIFICATIONS 9-1 CAST IN

PLACE, 9-2 STRUCTURAL PRECAST CONCRETE, 9-3 CEMENTITOUS CRYSTALLINE CONCRETE

ADDITIVE, AND 9-5 MANHOLES.

4. ALL PIPE INTRUSIONS SHALL BE MADE WITH Z-LOK OR KOR-N-SEAL BOOTS.

ELEVATION VIEW

PLAN VIEW

STAINLESS STEEL

C-CHANNEL BEAM

RAPID MIX TANK

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

FINAL POND

CLARIFIER

CONTROL AND

PUMP BUILDING

PLANT HOLLOW TREATMENT FACILITY

CUT AND FILL OVERVIEW

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: 1:40

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

PLANT HOLLOW TREATMENT FACILITY

UPSHUR COUNTY, WEST VIRGINIA

CUT QUANTITY FILL QUANTITY

STATION CUBIC YARDS CUBIC YARDS

0+00 0.0000 0.0000

0+25 0.0000 0.0000

0+50 0.0000 0.0000

0.75 166.4212 0.0000

1+00 524.4421 0.0000

1.25 674.4282 0.0000

1+50 588.4054 0.0000

1.75 529.2338 0.0000

2+00 640.3296 0.0000

2+25 719.8854 0.0000

2+50 680.8626 0.0000

2+75 610.4865 0.0000

3+00 471.8725 0.0000

3+25 461.1731 0.0000

3+50 701.6719 16.8388

3+75 484.6380 110.4152

4+00 469.1877 186.2184

4+25 2051.0882 79.7022

4+50 2113.3894 69.2319

4+75 1479.6250 109.3758

5+00 477.0194 200.5764

5+25 315.8300 268.5099

5+50 132.3793 136.4144

5+75 61.9257 209.3645

6+00 53.7623 159.9223

6+25 45.3215 183.7710

6+50 100.7809 121.4538

6+75 743.6851 35.3021

7+00 1258.9772 104.0575

7+25 1018.8826 207.7241

7+50 707.9034 209.2281

7+75 335.8301 126.6980

8+00 84.6949 16.7292

8+25 84.7930 0.0000

TOTAL EST. 3,928

EST. 845

1975 1975

2000 2000

19501950

0 100 200 300

1975 1975

2000 2000

19501950

0 100 200 300

1975 1975

2000 2000

19501950

0 100 200 300

1975 1975

2000 2000

19501950

0 100 200 300

1975 1975

2000 2000

19501950

0 100 200 300

1975 1975

2000 2000

19501950

0 100 200 300

1975 1975

2000 2000

19501950

0 100 200 300

1975 1975

2000 2000

19501950

0 100 200 300

1975 1975

2000 2000

19501950

0 100 200 300

1975 1975

2000 2000

2025 2025

19501950

0 100 200 300

1975 1975

2000 2000

2025 2025

19501950

0 100 200 300

STATION 0+00

STATION 0+25

STATION 0+50

STATION 0+75

STATION 1+00

STATION 1+25

STATION 1+50

STATION 1+75

STATION 2+00

STATION 2+25

STATION 2+50

PLANT HOLLOW TREATMENT FACILITY

CROSS-SECTIONS 0+00 THRU 2+50

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

0 100 200 300

1975 1975

2000 2000

2025 2025

19501950

0 100 200 300

1975 1975

2000 2000

2025 2025

19501950

0 100 200 300

1975 1975

2000 2000

2025 2025

19501950

0 100 200 300

1975 1975

2000 2000

19501950

0 100 200 300

1950 1950

1975 1975

2000 2000

19251925

0 100 200 300

1950 1950

1975 1975

2000 2000

19251925

0 100 200 300

1925 1925

1950 1950

1975 1975

2000 2000

19001900

0 100 200 300

1925 1925

1950 1950

1975 1975

2000 2000

19001900

0 100 200 300

1925 1925

1950 1950

1975 1975

2000 2000

19001900

STATION 2+75

STATION 3+00

STATION 3+25

STATION 3+50

STATION 3+75

STATION 4+00

STATION 4+25

STATION 4+50

STATION 4+75

PLANT HOLLOW TREATMENT FACILITY

CROSS-SECTIONS 2+75 THRU 4+75

TOTAL

SHT. NO.

OFFICE OF SPECIAL RECLAMATION

SCALE: NTS

47 SCHOOL STREET, SUITE 301

PHILIPPI, WV 26416

OFFICE: 1-304-457-3219

FAX: 1-304-457-5613

Division of Land Restoration

Office of Special Reclamation

West Virginia

Department of Environmental Protection

DATE: FEBRUARY 2021

DLM COAL COMPANY

PERMIT # 138-74, 135-78, 58-77, 23-76

1950 1950

1975 1975

2000 2000

19251925

0 100 200 300

1950 1950

1975 1975

2000 2000

19251925

0 100 200 300

1950 1950

1975 1975

2000 2000

19251925

0 100 200 300

1950 1950

1975 1975

2000 2000

19251925

0 100 200 300

1950 1950

1975 1975

19251925

0 100 200 300

1950 1950

1975 1975

19251925

0 100 200 300

1950 1950

1975 1975

19251925

0 100 200 300

1925 1925

1950 1950

1975 1975

19001900

0 100 200 300

1925 1925

1950 1950

1975 1975

19001900

0 100 200 300

1925 1925

1950 1950

1975 1975

2000 2000

19001900

STATION 5+00

STATION 5+25

STATION 5+50

STATION 5+75

STATION 6+00

STATION 6+25

STATION 6+50

STATION 6+75

STATION 7+00

STATION 7+25

PLANT HOLLOW TREATMENT…