Solicitation Documents FILE 3_ARFQ_0313_DEP2700000030_1 Simpson Creek Highwall Tipple and Portals Phase II.pdf

C

AD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P la ns .d w g

L

AY

O

U T:

1-

G eo m et ric L ay ou t

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

N

0' 60' 120' 240'120'

1 INCH =

1,000 FEET

22"x34"

11"x17" 0' 120' 240' 480'240'

NOTES

1. SEE SHEET NO. 41 - EROSION & SEDIMENT CONTROL DETAILS FOR CHANNEL SIZES.

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

GEOMETRIC LAYOUT FOR CHANNELS

MAY 1, 2026

CULVERT SUMMARY

CULVERT DIA.

TYPE STATION

INV. INV. LENGTH SLOPE

No. (IN.) IN OUT (FT.) (%)

1 18 HDPE 15+92 1,285.5 1,284.9 30 2%

2 18 HDPE 56+82 1,269.7 1,269.1 30 2%

3 18 HDPE Channel K 1,331.5 1,330.9 30 2%

4 18 HDPE 25+27 1,303.0 1,302.3 35 2%

5 18 HDPE 27+57 1,293.5 1,292.7 40 2%

6 18 HDPE 34+12 1,298.8 1,297.2 80 2%

7 2-24 HDPE 94+48 1,123.0 1,122.3 35 2%

8 18 HDPE 41+73 1,303.0 1,301.5 75 2%

9 24 HDPE 43+67 1,310.7 1,310.0 35 2%

10 24 HDPE 89+13 1,230.6 1,226.2 30 14%

11 18 HDPE 61+52 1,290.3 1,289.7 30 2%

Description Northing Easting Elevation Information

Riprap Channel A 265,739.6 1,796,100.9 1,321.5 Begin RC A @ 0+00 at Existing KLF_Stream031 Riprap Channel A 265,556.6 1,795,963.5 1,288.6 End RC A @ 2+39 Flows into VC D Riprap Channel B 265,683.6 1,796,100.6 1,313.2 Begin RC B @ 0+00 at Existing KLF_Stream034 Riprap Channel B 265,677.1 1,796,085.1 1,310.6 End RC B @ 0+17 Flows into RC A Riprap Channel C 265,634.9 1,796,090.1 1,303.8 Begin RC C @ 0+00 at Existing KLF_Stream032 Riprap Channel C 265,628.3 1,796,055.2 1,299.4 End RC C @ 0+36 Flows into RC A Vegetated Channel D 265,556.6 1,795,963.5 1,288.6 Begin VC D @ 0+00 at End of RC A Vegetated Channel D 265,476.3 1,795,701.1 1,277.5 End VC D @ 0+80 Flows into Existing KLF_Stream030 Vegetated Channel E 265,583.6 1,796,031.6 1,293.9 Begin VC E @ 0+00 Vegetated Channel E 265,217.0 1,795,993.3 1,286.9 End VC E @ 2+26 Flows into Culvert 1 Proposed 18" HDPE Vegetated Channel F 265,221.9 1,795,965.9 1,286.0 Begin RC F @ 0+00 from Culvert 1 Proposed 18" HDPE Vegetated Channel F 265,221.5 1,795,890.6 1,271.6 End RC F @ 0+45 Flows into Culvert 2 Proposed 18" HDPE Riprap Channel G1 265,459.9 1,795,900.6 1,268.3 Begin RC G @ 0+00 Riprap Channel G1 265,343.2 1,795,856.9 1,266.1 End RC G @ 1+25 Into Existing Channel Riprap Channel G2 265,343.5 1,795,875.6 1,270.1 Begin RC G @ 0+00 Riprap Channel G2 265,110.8 1,795,855.0 1,265.7 End RC G @ 2+34 Flows into Existing KLF_Stream021 Riprap Channel H 264,509.4 1,795,983.3 1,286.0 Begin RC H @ 0+00 Riprap Channel H 264,428.9 1,795,933.7 1,282.2 End RC H @ 0+96 Flows into Existing KLF_Stream017 Vegetated Channel I1 264,230.1 1,796,035.6 1,292.8 Begin VC I1 @ 0+00 Vegetated Channel I1 264,221.5 1,795,978.8 1,289.7 End VC I1 @ 0+58 Flows into VC I2 Vegetated Channel I2 264,150.0 1,796,015.2 1,293.6 Begin VC I2 @ 0+00 Vegetated Channel I2 264,353.8 1,795,957.9 1,286.1 End VC I2 @ 2+15 Flows into RC J Riprap Channel J 264,353.8 1,795,957.9 1,286.1 Begin RC J @ 0+00 Riprap Channel J 264,428.9 1,795,933.7 1,282.2 End RC J @ 0+92 Flows into Existing KLF_Stream017 Vegetated Channel K 264,142.7 1,796,513.1 1,407.3 Begin VC K @ 0+00 Vegetated Channel K 264,463.7 1,796,043.3 1,303.0 End VC K @ 6+23 Flows into Culvert 4 Proposed 24" HDPE Vegetated Channel L 264,101.7 1,796,527.8 1,386.0 Begin VC L @ 0+00 Vegetated Channel L 264,219.0 1,797,340.9 1,313.7 End VC L @ 8+77 Flows into Culvert 9 Proposed 2-24" HDPE Grouted Riprap Channel M1 264,016.4 1,797,031.2 1,306.8 Begin GRC M1 @ 0+00 Grouted Riprap Channel M1 264,095.1 1,797,191.8 1,304.5 End GRC M1 @ 1+75 Flows into Culvert 8 Proposed 18" HDPE Grouted Riprap Channel M2 264,229.3 1,797,314.5 1,310.7 Begin GRC M2 @ 0+00 Grouted Riprap Channel M2 264,095.1 1,797,191.8 1,304.5 End GRC M2 @ 1+95 Flows into Culvert 8 Proposed 18" HDPE Grouted Riprap Channel N1 264,016.4 1,797,031.2 1,306.8 Begin GRC N1 @ 0+00 Grouted Riprap Channel N1 263,907.0 1,796,527.6 1,298.8 End GRC N1 @ 5+31 Flows into Culvert 6 Proposed 18" HDPE Grouted Riprap Channel N2 263,963.4 1,796,373.7 1,302.2 Begin GRC N2 @ 0+00 Grouted Riprap Channel N2 263,907.0 1,796,527.6 1,298.8 End GRC N2 @ 1+70 Flows into Culvert 6 Proposed 18" HDPE Grouted Riprap Channel O 263,963.4 1,796,373.7 1,302.2 Begin GRC O @ 0+00 Grouted Riprap Channel O 264,243.4 1,796,072.0 1,293.5 End GRC O @ 4+35 Flows into Culvert 5 Proposed 18" HDPE Grouted Riprap Channel P1 263,830.2 1,796,548.5 1,295.0 Begin GRC P1 @ 0+00 Grouted Riprap Channel P1 263,580.1 1,796,509.2 1,232.0 End GRC P1 @ 2+81 Flows into GRC P2 at Stream Capture Area Grouted Riprap Channel P2 263,566.5 1,796,500.0 1,231.5 Begin GRC P2 @ 0+00 from GRC P1 at Stream Capture Area Grouted Riprap Channel P2 263,290.2 1,796,744.0 1,167.1 End GRC P2 @ 3+86 Rock Energy Dissipator Flows into Existing KLF_Stream006 Riprap Channel Q 263,656.6 1,796,083.4 1,218.1 Begin RC Q @ 0+00 From Underdrain 1 Riprap Channel Q 263,648.0 1,796,051.7 1,211.5 End RC Q @ 0+33 Flows into Existing KLF_Stream017 Vegetated Channel R 263,495.1 1,796,124.8 1,208.1 Begin VC R @ 0+00 Vegetated Channel R 263,600.2 1,795,987.0 1,186.0 End VC R @ 1+74 Flows into Existing KLF_Stream017 Riprap Channel S 263,163.1 1,796,562.0 1,152.3 Begin RC S @ 0+00 From Underdrain 2 Riprap Channel S 263,104.0 1,796,574.9 1,149.0 End RC S @ Rock Energy Dissipator Flows into Existing KLF_Stream006 Riprap Channel T 262,792.6 1,796,203.4 1,123.4 Begin RC T @ 0+00 at Existing KLF_Stream006 Riprap Channel T 262,776.7 1,796,187.1 1,125.0 End RC T @ Flows into Culvert 7 Proposed 2-24" HDPE Underdrain 1 263,389.8 1,796,315.8 1,224.2 Begin UN 1 @ 0+00 Underdrain 1 263,653.3 1,796,077.8 1,217.1 End UN 1 @ 3+57 Flows into RC Q Underdrain 2 263,370.4 1,796,293.3 1,217.5 Begin UN 2 @ 0+00 Underdrain 2 263,161.6 1,796,563.4 1,151.2 End UN 2 @ 3+53 Flows into RC S

LEGEND

CHANNEL CENTERLINES

PROPOSED LIMITS OF DISTURBANCE

UNDERDRAIN CENTERLINES

MAY 1, 2026AUGUST 7, 2026

29+50

30+25

31+00

14+25

15+10

15+65

15+92

16+75

17+50

18+30

26+50 28+00

30+00

31+00

32+04 32+90

+6

+0

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

+7

5 39 +5

+7

52+10 52+38

+4

BASELINE 1

BA

SE

LI

N

E

0+50 0+40 0+33 0+25

C

AD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P la ns .d

O

U T:

2-

G eo m et ric L ay ou t

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

N

0' 60' 120' 240'120'

1 INCH =

1,000 FEET

22"x34"

11"x17" 0' 120' 240' 480'240'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

GEOMETRIC LAYOUT FOR CROSS SECTIONS

MAY 1, 2026

Description Northing Easting Information Section 14+25 265,055.4 1,795,994.5 Section 14+25 Baseline Section 14+25 265,018.8 1,795,834.4 Section 14+25 Left Section 14+25 265,063.2 1,796,028.4 Section 14+25 Right Section 15+10 265,139.4 1,795,981.5 Section 15+10 Baseline Section 15+10 265,127.7 1,795,815.7 Section 15+10 Left Section 15+10 265,142.2 1,796,022.4 Section 15+10 Right Section 15+65 265,194.3 1,795,980.3 Section 15+65 Baseline Section 15+65 265,193.5 1,795,800.6 Section 15+65 Left Section 15+65 265,194.5 1,796,022.0 Section 15+65 Right Section 15+92 265,221.3 1,795,980.2 Section 15+92 Baseline Section 15+92 265,221.6 1,795,800.9 Section 15+92 Left Section 15+92 265,221.3 1,796,026.1 Section 15+92 Right Section 16+75 265,304.3 1,795,981.1 Section 16+75 Baseline Section 16+75 265,307.2 1,795,837.6 Section 16+75 Left Section 16+75 265,303.2 1,796,038.4 Section 16+75 Right Section 17+50 265,379.3 1,795,983.9 Section 17+50 Baseline Section 17+50 265,391.7 1,795,713.1 Section 17+50 Left Section 17+50 265,376.1 1,796,052.8 Section 17+50 Right Section 18+30 265,459.2 1,795,987.5 Section 18+30 Baseline Section 18+30 265,471.8 1,795,713.0 Section 18+30 Left Section 18+30 265,455.0 1,796,079.5 Section 18+30 Right Section 21+40 265,572.3 1,795,787.1 Section 21+40 Baseline Section 21+40 265,342.5 1,795,834.4 Section 21+40 Left Section 21+40 265,610.7 1,795,779.2 Section 21+40 Right Section 26+50 264,343.1 1,796,035.1 Section 26+50 Baseline Section 26+50 264,374.2 1,796,234.9 Section 26+50 Left Section 28+00 264,197.0 1,796,069.0 Section 28+00 Baseline Section 28+00 264,262.5 1,796,305.9 Section 28+00 Left Section 30+00 264,030.3 1,796,174.1 Section 30+00 Baseline Section 30+00 264,245.1 1,796,357.8 Section 30+00 Left Section 31+00 263,970.2 1,796,253.9 Section 31+00 Baseline Section 31+00 264,223.6 1,796,421.5 Section 31+00 Left Section 32+04 263,916.7 1,796,343.1 Section 32+04 Baseline Section 32+04 264,205.1 1,796,512.6 Section 32+04 Left Section 32+90 263,875.7 1,796,418.6 Section 32+90 Baseline Section 32+90 264,205.0 1,796,546.2 Section 32+90 Left Section 35+60 263,921.7 1,796,674.1 Section 35+60 Baseline Section 35+60 264,204.5 1,796,658.7 Section 35+60 Left Section 35+60 263,888.2 1,796,675.9 Section 35+60 Right Section 37+00 263,906.1 1,796,808.4 Section 37+00 Left Section 37+00 264,202.7 1,796,755.7 Section 37+00 Baseline Section 37+00 263,851.8 1,796,818.1 Section 37+00 Right Section 37+75 263,918.8 1,796,882.3 Section 37+75 Baseline Section 37+75 264,200.1 1,796,852.4 Section 37+75 Left Section 37+75 263,899.9 1,796,884.3 Section 37+75 Right Section 39+50 263,930.5 1,797,055.6 Section 39+50 Baseline Section 39+50 264,199.2 1,796,883.7 Section 39+50 Left Section 39+50 263,913.7 1,797,066.3 Section 39+50 Right Section 40+75 264,019.2 1,797,142.9 Section 40+75 Baseline Section 40+75 264,206.8 1,796,981.9 Section 40+75 Left Section 40+75 263,997.9 1,797,161.2 Section 40+75 Right Section 29+50 264,065.5 1,796,138.6 Section 29+50 Baseline Section 29+50 263,929.2 1,795,981.0 Section 29+50 Right Section 30+25 264,014.4 1,796,193.3 Section 30+25 Baseline Section 30+25 263,816.1 1,796,034.1 Section 30+25 Right Section 31+00 263,970.2 1,796,253.9 Section 31+00 Baseline Section 31+00 263,761.6 1,796,116.0 Section 31+00 Right Section 52+10 263,520.0 1,797,416.6 Section 52+10 Baseline Section 52+10 263,484.3 1,797,334.1 Section 52+10 Right Section 52+38 263,497.3 1,797,432.7 Section 52+38 Baseline Section 52+38 263,439.3 1,797,364.1 Section 52+38 Right Baseline 1 263,665.9 1,796,021.8 Baseline 0+00 Baseline 1 263,383.6 1,796,214.7 Baseline 3+42 Baseline 1 263,162.0 1,796,482.9 Baseline 6+90 Section 1+00 263,583.3 1,796,078.1 Section 1+00 Baseline 1 Section 1+00 263,647.1 1,796,171.8 Section 1+00 Left Section 1+00 263,525.6 1,795,993.4 Section 1+00 Right Section 2+00 263,500.7 1,796,134.4 Section 2+00 Baseline 1 Section 2+00 263,568.8 1,796,233.9 Section 2+00 Left Section 2+00 263,444.2 1,796,052.1 Section 2+00 Right Section 3+00 263,418.2 1,796,191.0 Section 3+00 Baseline 1 Section 3+00 263,493.4 1,796,300.6 Section 3+00 Left Section 3+00 263,357.2 1,796,101.9 Section 3+00 Right Section 4+00 263,346.6 1,796,259.5 Section 4+00 Baseline 1 Section 4+00 263,447.8 1,796,343.0 Section 4+00 Left Section 4+00 263,190.7 1,796,130.6 Section 4+00 Right Section 5+00 263,282.9 1,796,336.6 Section 5+00 Baseline 1 Section 5+00 263,374.8 1,796,412.4 Section 5+00 Left Section 5+00 263,135.8 1,796,215.0 Section 5+00 Right Section 6+00 263,219.3 1,796,413.7 Section 6+00 Baseline 1 Section 6+00 263,301.8 1,796,481.9 Section 6+00 Left Section 6+00 263,098.0 1,796,313.5 Section 6+00 Right

Baseline 2 263,558.2 1,796,467.1 Baseline 2 0+00

Baseline 2 263,581.2 1,796,511.5 Baseline 2 0+50

Section 0+25 263,569.7 1,796,489.3 Section 0+25 Baseline 2

Section 0+25 263,602.2 1,796,472.4 Section 0+25 Left

Section 0+25 263,562.6 1,796,492.9 Section 0+25 Right

Section 0+33 263,573.4 1,796,496.4 Section 0+33 Baseline 2

Section 0+33 263,605.1 1,796,479.9 Section 0+33 Left

Section 0+33 263,566.5 1,796,499.9 Section 0+33 Right

Section 0+40 263,576.6 1,796,502.6 Section 0+40 Baseline 2

Section 0+40 263,603.1 1,796,488.8 Section 0+40 Left

Section 0+40 263,564.0 1,796,509.1 Section 0+40 Right

Section 0+50 263,581.2 1,796,511.5 Section 0+50 Baseline 2

Section 0+50 263,602.9 1,796,500.2 Section 0+50 Left

Section 0+50 263,572.3 1,796,516.1 Section 0+50 Right

DANGEROUS SLIDE AREAS 1 & 2 SECTIONS

BORROW AREA 2 SECTIONS

HIGHWALL SECTIONS

STILLING BASIN SECTIONS

BORROW AREA 1 SECTIONS

LEGEND

PROPOSED LIMITS OF DISTURBANCE

SECTIONS

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

dw

O

U T:

3-

R O

AD

P

R O

F (S

H

O F

2)

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 20' 40' 80'40'

1 INCH =

40 FEET

22"x34"

11"x17" 0' 40' 80' 160'80'

EXISTING GRAVEL DRIVE 1

EXISTING GRAVEL DRIVE 2

EXISTING GRAVEL DRIVE 3

TEMPORARY ACCESS ROAD 4 TEMPORARY ACCESS ROAD 5

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

TEMPORARY ACCESS ROAD PROFILES (SHEET 1 OF 2)

MAY 1, 2026

LEGEND

PROPOSED GRADE

EXISTING GROUND

EXISTING DITCH

TEMPORARY ACCESS ROADTAR

PROPOSED DITCH

EXISTING DRIVEED

EXISTING GRAVEL DRIVEEGD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

4-

R O

AD

P

R O

F (S

H

O F

2)

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 20' 40' 80'40'

1 INCH =

40 FEET

22"x34"

11"x17" 0' 40' 80' 160'80'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

TEMPORARY ACCESS ROAD PROFILES (SHEET 2 OF 2)

MAY 1, 2026

TEMPORARY ACCESS ROAD 6 EXISTING GRAVEL DRIVE 7

TEMPORARY ACCESS ROAD 8

TEMPORARY ACCESS ROAD 9

EXISTING DRIVE 10

LEGEND

PROPOSED GRADE

EXISTING GROUND

EXISTING DITCH

TEMPORARY ACCESS ROADTAR

PROPOSED DITCH

EXISTING DRIVEED

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

5-

C H

AN

P

R O

F (S

H

O F

4)

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 10' 20' 40'20'

1 INCH =

20 FEET

22"x34"

11"x17" 0' 20' 40' 80'40'

RIPRAP CHANNEL A

RIPRAP CHANNEL B

VEGETATED CHANNEL D

VEGETATED CHANNEL E

VEGETATED CHANNEL F RIPRAP CHANNEL G1

RIPRAP CHANNEL H

VEGETATED CHANNEL I2 RIPRAP CHANNEL J

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

CHANNEL PROFILES (SHEET 1 OF 4)

MAY 1, 2026

RIPRAP CHANNEL C

RIPRAP CHANNEL G2

GROUTED RIPRAP CHANNEL M1 GROUTED RIPRAP CHANNEL M2

VEGETATED CHANNEL I1

LEGEND

TOP OF CHANNEL

EXISTING GROUND

PROPOSED CHANNEL

PROPOSED GROUTED RIPRAP

PROPOSED SUBGRADE

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

6-

C H

AN

P

R O

F (S

H

O F

4)

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 10' 20' 40'20'

1 INCH =

20 FEET

22"x34"

11"x17" 0' 20' 40' 80'40'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

CHANNEL PROFILES (SHEET 2 OF 4)

MAY 1, 2026

VEGETATED CHANNEL K

VEGETATED CHANNEL L

LEGEND

TOP OF CHANNEL

EXISTING GROUND

PROPOSED CHANNEL

PROPOSED GROUTED RIPRAP

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

7-

C H

AN

P

R O

F (S

H

O F

4)

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 10' 20' 40'20'

1 INCH =

20 FEET

22"x34"

11"x17" 0' 20' 40' 80'40'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

CHANNEL PROFILES (SHEET 3 OF 4)

MAY 1, 2026

GROUTED RIPRAP CHANNEL N1

GROUTED RIPRAP CHANNEL N2 GROUTED RIPRAP CHANNEL P1

GROUTED RIPRAP CHANNEL O

GROUTED RIPRAP CHANNEL P2

LEGEND

TOP OF CHANNEL

EXISTING GROUND

PROPOSED CHANNEL

PROPOSED GROUTED RIPRAP

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

8-

C H

AN

P

R O

F (S

H

O F

4)

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 10' 20' 40'20'

1 INCH =

20 FEET

22"x34"

11"x17" 0' 20' 40' 80'40'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

CHANNEL PROFILES (SHEET 4 OF 4)

MAY 1, 2026

RIPRAP CHANNEL Q VEGETATED CHANNEL R RIPRAP CHANNEL TRIPRAP CHANNEL S

UNDERDRAIN 1

UNDERDRAIN 2

LEGEND

TOP OF CHANNEL

EXISTING GROUND

PROPOSED CHANNEL

PROPOSED GROUTED RIPRAP

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

1290 1290

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

1290 1290

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

14101410

1290 1290

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

14101410

1290 1290

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

14101410

14401440

1290 1290

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

14101410

14401440

1290 1290

26+50

28+00

30+00

31+00

32+90

32+04

C

AD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

9-

H

IG

H W

AL

L

XS

(S

H

O F

2)

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 15' 30' 60'30'

1 INCH =

30 FEET

22"x34"

11"x17" 0' 30' 60' 120'60'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

HIGHWALL CROSS SECTIONS (SHEET 1 OF 2)

MAY 1, 2026

LEGEND

PROPOSED GRADE

EXISTING GROUND

LIMITS OF DISTURBANCE

TEMPORARY ACCESS ROADTAR

EXISTING GRAVEL DRIVEEGD

IRON DEPOSIT STORAGE AREA

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

14101410

14401440

1290 1290

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

14101410

14401440

1290 1290

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

14101410

1290 1290

0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

14101410

1290 1290 0 30-30-60-90-120-150-180-210-240-270-300-330-360

13201320

13501350

13801380

14101410

14401440

1290 1290

35+60

37+00

37+75

40+75

39+50

C

AD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

0-

H

IG

H W

AL

L

XS

(S

H

O F

2)

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 15' 30' 60'30'

1 INCH =

30 FEET

22"x34"

11"x17" 0' 30' 60' 120'60'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

HIGHWALL CROSS SECTIONS (SHEET 2 OF 2)

MAY 1, 2026

LEGEND

PROPOSED GRADE

EXISTING GROUND

LIMITS OF DISTURBANCE

TEMPORARY ACCESS ROADTAR

EXISTING GRAVEL DRIVEEGD

IRON DEPOSIT STORAGE AREA

0 120906030-30-60-90-120-150-180-210-240-270-300

12901290

13201320

1260 1260

0 120906030-30-60-90-120-150-180-210-240-270-300

12601260

12901290

13201320

1230 1230

0 120906030-30-60-90-120-150-180-210-240-270-300

12601260

12901290

13201320

1230 1230

0 120906030-30-60-90-120-150-180-210-240-270-300

12601260

12901290

13201320

1230 1230

0 120906030-30-60-90-120-150-180-210-240-270-300

12601260

12901290

13201320

1230 1230

0 120906030-30-60-90-120-150-180-210-240-270-300

12601260

12901290

13201320

1230 1230

0 120906030-30-60-90-120-150-180-210-240-270-300

12901290

13201320

1260 1260

0 120906030-30-60-90-120-150-180-210-240-270-300

12901290

13201320

1260 1260

15+92

15+65

15+10

14+25 16+75

17+50

18+30

21+40

C

AD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

1-

BO

R

R O

W A

R

EA

X

S

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 15' 30' 60'30'

1 INCH =

30 FEET

22"x34"

11"x17" 0' 30' 60' 120'60'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

BORROW AREA 1 CROSS SECTIONS

MAY 1, 2026

LEGEND

PROPOSED GRADE

EXISTING GROUND

LIMITS OF DISTURBANCE

TEMPORARY ACCESS ROADTAR

0 270240210180150120906030-30

12901290

13201320

1260 1260

0 270240210180150120906030-30

12601260

12901290

13201320

1230 1230

0 270240210180150120906030-30

12601260

12901290

13201320

1230 1230

31+00

30+25

29+50

C

AD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

2-

BO

R

R O

W A

R

EA

X

S

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 15' 30' 60'30'

1 INCH =

30 FEET

22"x34"

11"x17" 0' 30' 60' 120'60'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

BORROW AREA 2 CROSS SECTIONS

MAY 1, 2026

LEGEND

PROPOSED GRADE

EXISTING GROUND

LIMITS OF DISTURBANCE

TEMPORARY ACCESS ROADTAR

0 210180150120906030-30-60-90-120-150

12001200

12301230

12601260

1170 1170

0 210180150120906030-30-60-90-120-150

12001200

12301230

12601260

1170 1170

0 210180150120906030-30-60-90-120-150

12001200

12301230

12601260

1170 1170

0 210180150120906030-30-60-90-120-150

12001200

12301230

12601260

1170 1170

0 210180150120906030-30-60-90-120-150

12001200

12301230

1170 1170

0 210180150120906030-30-60-90-120-150

11701170

12001200

1140 1140

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90

BASELINE 1 PROFILE

1+00

2+00

3+00

6+00

5+00

4+00

C

AD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_P ro fil e-

Se ct io n.

O

U T:

3-

D

AN

G

ER

O U

S

SL

ID

E

AR

EA

S

XS

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

0' 15' 30' 60'30'

1 INCH =

30 FEET

22"x34"

11"x17" 0' 30' 60' 120'60'

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

DANGEROUS SLIDE AREAS 1 & 2 CROSS SECTIONS

MAY 1, 2026

LEGEND

PROPOSED GRADE

EXISTING GROUND

LIMITS OF DISTURBANCE

TEMPORARY ACCESS ROADTAR

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\k le in fe ld er

_k w si m ps on

\d

8\ Si m ps on _D et ai ls .d

O

U T:

4-

Ac ce ss R oa d

PL

O

TT

ED

/6 /2

:0

PM

B Y:

K yl e Si m ps on

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

CULVERT (Aggregate Backfill)

PROFILE SECTION

CULVERT TRENCH - AGGREGATE SURFACE

TYPICAL SECTION

SLOPED SECTION

CROWNED SECTION

TEMPORARY ACCESS ROAD CONSTRUCTION

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

ACCESS ROAD DETAILS

APRIL 13, 2026

SLOPED SECTION

CROWNED SECTION

GRAVEL DRIVE REHABILITATION

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_D et ai ls

.d

O U

T:

5- Ac ce ss

R oa d

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

PROFILE

PLAN VIEW

SECTION A-A

STABILIZED CONSTRUCTION ENTRANCE

STABILIZED CONSTRUCTION STORAGE AREA

PROFILE

SECTION A-A

TEMPORARY STREAM/CHANNEL CROSSING (MATTING)

SECTION A-A

SECTION B-BPLAN VIEW

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

ACCESS ROAD DETAILS

MAY 1, 2026

TEMPORARY UTILITY CROSSING (MATTING)

SECTION A-A

SECTION B-BPLAN VIEW

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_D et ai ls

.d

O U

T:

6- Ac ce ss

R oa d

PL

O

TT

ED

/5

/2

2:

P

M B

Y:

W ay ne

D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

ROAD CROSSING

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

ACCESS ROAD DETAILS

MAY 1, 2026

ASPHALT PAVEMENT RESURFACING WITH FULL BASE REPAIR

"FOR McNAMARA ASPHAULT DRIVE"

PLAN VIEW

CROSS SECTION A-A

TEMPORARY CHANNEL CROSSING W/CULVERT

PLAN VIEW

SECTION

SAW CUT DETAIL

ASPHALT / STONE TRANSITION DETAIL

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_D et ai ls

.d

O U

T:

7- E

S

C on tro l

PL

O

TT

ED

/5 /2

2:

P M

B Y:

W ay ne D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

EROSION & SEDIMENT CONTROL DETAILS

MAY 1, 2026

SUPER SILT FENCE

SECTION

PLAN VIEW

COMPOST SOCK

CONNECTION/ATTACHMENT DETAIL

COMPOST STANDARDS

ORGANIC MATTER CONTENT 25%-100% (DRY WEIGHT BASIS)

ORGANIC PORTION FIBROUS AND ELONGATED

pH 5.5-8.5

MOISTURE CONTENT 30%-60%

PARTICLE SIZE 30%-50% PASS THROUGH 3/8" SIEVE

SOLUBLE SALT CONCENTRATION 5.0 dS/m (mmhos/cm) MAXIMUM

MAXIMUM SLOPE LENGTHS

% SLOPES 12"

DIAMETER

18"

DIAMETER

24"

DIAMETER

32"

DIAMETER

2 (OR LESS) 520 700 1000 1300

5 250 340 500 650

10 150 250 300 400

15 100 200 250 350

20 70 140 200 250

25 50 100 140 180

30 45 70 100 125

35 40 60 90 100

40 35 45 60 90

45 30 40 50 80

50 20 30 40 65

COMPOST FILTER SOCK

FABRIC JOINING

SIDE VIEW

PLAN VIEW

JOINING SILT FENCE FABRIC

SECTIONS (STEEL POSTS)

FRONT ELEVATION

72" POST

STEP 1

STEP 2

STEP 3

STAKE

SECTION

PLAN VIEW

COMPOST FILTER SOCK J-HOOKS

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_D et ai ls

.d

O U

T:

8- E

S

C on tro l

PL

O

TT

ED

/5 /2

2:

P M

B Y:

W ay ne D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

EROSION & SEDIMENT CONTROL DETAILS

MAY 1, 2026

TRACKING SLOPE

FILL SLOPE TREATMENT

3B

3A

4"- 6" (10 - 15cm)

6" (15 cm)

12" (30 cm)

4"- 6" (10 - 15cm)

12" (30 cm)

6" (15 cm)

6" (15 cm)

Unroll Direction

ST

ST

ST

Pin / Staple / Twist Pin, as appropriate for field conditions

Staple Pattern

Dimension C D

WT 30" (75 cm) 24" (60 cm)

LT 30" (75 cm) 20" (50 cm)

ST 18" (45 cm) 18" (45 cm)

Nominal Frequency 1.7 / SY 3.0 / SY

Application ECB (Degradable)

TRM

(Permanent)

Plan View

Roll Overlap

WT

Upper Roll

Underneath Roll

EROSION CONTROL BLANKET INSTALLATION (AS NEEDED)

Staple Pattern Guide

CONCRETE WASHOUT STRUCTURE WITH DUMPSTER

EDGE OF

DUMPSTER

(TYP.)

IMPERMEABLE

MEMBRANE

6" MIN. LETTER

HEIGHT

CONCRETE

WASHOUT

AREA

PLYWOOD OR

ALUMINUM

48" X 24" MIN.

4"X4"X6' WOOD

POST OR 6' STEEL

POST MIN.2.5'

3.5'

MIN.

CRUSHED STONE

WITH FINES (4"

MIN.)

DUMPSTER

(TYP.)

PUMP (TYP.)

LINED DUMPSTER

PUMP

WATER

TANK

DRIVE AREADRIVE AREA DRIVE AREA

PUMP (TYP.)LINED DUMPSTER

(TYP.)

BERM (TYP.)

10 MIL. IMPERMEABLE

LINER (TYP.)

MOUNTABLE BERM,

SEE DETAIL

MOUNTABLE BERM,

SEE DETAIL

BERM WITH LINER

SURROUNDING SITE,

SEE DETAIL

WATER TANK (TYP.)

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

EROSION & SEDIMENT CONTROL DETAILS

MAY 1, 2026

C

AD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_D et ai ls

.d

O U

T:

9- E

S

C on tro l

PL

O

TT

ED

/5 /2

2:

P M

B Y:

W ay ne D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

VERTICAL OPENING SEAL

CROSS SECTION VIEW PROFILE VIEW

ROCK CHECK DAM

FOR EXISTING GRAVEL DRIVE 1

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\k le in fe ld er

_k w si m ps on

\d

8\ Si m ps on _D et ai ls .d

O

U T:

0-

E

S C on tro l

PL

O

TT

ED

/6

/2

:4

PM

B

Y:

K yl e

Si m ps on

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

UNDERDRAIN DETAIL

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

EROSION & SEDIMENT CONTROL DETAILS

APRIL 13, 2026

PLAN VIEW

CLEANOUT

CROSS SECTION

12" (30 cm)

6" (15 cm)

6" (15 cm)

COMPOST FILTER SOCK DIVERSION BERM

SPACING ALONG PROFILE

ROCK CHECK DAM

FOR CFS DIVERSION BERM

PLAN VIEW SECTION

SECTION

CROSS SECTION

PROFILE VIEW

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\k le in fe ld er

_k w si m ps on

\d

8\ Si m ps on _D et ai ls .d

O

U T:

1-

E

S C on tro l

PL

O

TT

ED

/7

/2

9:

A

M B

Y:

K yl e

Si m ps on

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

EROSION & SEDIMENT CONTROL DETAILS

APRIL 13, 2026

RIPRAP LINED CHANNEL

12" (30 cm)

6" (15 cm)

6" (15 cm)

4"-6" (10-15cm)

6" (15 cm)

5 7

6" (15cm)

A B

C

A B C

NOTES:

*Horizontal staple spacing should be altered if necessary to allow staples to secure the critical points along the channel surface.

CRITICAL POINTS

A. Overlaps and Seams B. Projected Water Line C. Channel Bottom/Side Slope Vertices

12" (30cm)

4"- 6" (10 - 15cm)

6" (15 cm)

6" (15cm)

12"(30 cm)

Staple Pattern Guide

Staple Pattern

Dimension E

WT 20" (50 cm)

LT 20" (50 cm)

ST 18" (45 cm)

Nominal Frequency 3.8 / SY

12" (30 cm)

Unroll Direction

ST

ST

ST

Pin / Staple / Twist Pin, as appropriate for field conditions

Plan View

Roll Overlap

WT

Upper Roll

Underneath Roll

EROSION CONTROL MATTING FOR CHANNEL INSTALLATION

GROUTED RIPRAP "TRAPEZOIDAL" CHANNEL

RIPRAP "TRAPEZOIDAL" CHANNEL

VEGETATED "VEE" CHANNELVEGETATED "TRAPEZOIDAL" CHANNEL

VEGETATED CHANNEL

CHANNEL SUMMARY

DITCH STATIONS

CHANNEL

SLOPE TW BW fb FD

CHANNEL MATERIAL

D50 SIDE

SLOPES

(%) (FT.) (FT.) (FT.) (FT.) (IN.) (H:1)

CHANNEL A 0+00-2+39 0.5-20.0 10.00 4.00 0.50 1.00 RIPRAP 15.6 2

CHANNEL B 0+00-0+17 0.5-15.4 5.00 1.00 0.50 0.50 RIPRAP 11.4 2

CHANNEL C 0+00-0+36 0.5-12.3 5.00 1.00 0.50 0.50 RIPRAP 11.4 2

CHANNEL D 0+00-2+78 0.5-5.8 12.00 4.00 0.50 1.50 NAG P300 - 2

CHANNEL E 0+00-3+91 0.5-1.8 8.00 2.00 0.50 1.00 WGE SS-2 - 2

CHANNEL F 0+00-0+75 0.5-19.1 8.00 2.00 0.50 1.00 WGE SS-2 - 2

CHANNEL G1 0+00-1+25 0.5-1.0 6.00 2.00 0.50 0.50 RIPRAP 11.4 2

CHANNEL G2 0+00-2+34 0.5-1.0 10.00 2.00 0.50 1.50 RIPRAP 11.4 2

CHANNEL H 0+00-0+96 0.5-9.4 8.00 2.00 0.50 1.00 RIPRAP 11.4 2

CHANNEL I1 0+00-0+80 0.5-2.0 10.00 2.00 0.50 1.50 WGE SS-2 - 2

CHANNEL I2 0+00-2+15 0.5-4.6 10.00 2.00 0.50 1.50 WGE SS-2 - 2

CHANNEL J 0+00-0+92 0.5-6.1 10.00 2.00 0.50 1.50 RIPRAP 11.4 2

CHANNEL K 0+00-6+23 0.5-67.3 5.00 1.00 0.50 0.50 WGE SS-2 - 2

CHANNEL L 0+00-8+77 0.5-15.1 6.00 2.00 0.50 0.50 NAG P300 - 2

CHANNEL M1 0+00-1+75 0.5-2.1 6.00 2.00 0.50 0.50 GROUTED RIPRAP 11.4 2

CHANNEL M2 0+00-1+95 0.5-6.8 6.00 2.00 0.50 0.50 GROUTED RIPRAP 11.4 2

CHANNEL N1 0+00-5+31 0.5-2.0 6.00 2.00 0.50 0.50 GROUTED RIPRAP 11.4 2

CHANNEL N2 0+00-1+70 0.5-2.0 6.00 2.00 0.50 0.50 GROUTED RIPRAP 11.4 2

CHANNEL O 0+00-4+35 0.5-2.0 6.00 2.00 0.50 0.50 GROUTED RIPRAP 11.4 2

CHANNEL P1 0+00-2+81 0.5-68.1 10.00 2.00 0.50 1.50 GROUTED RIPRAP 11.4 2

CHANNEL P2 0+00-3+86 0.5-23.3 10.00 2.00 0.50 1.50 GROUTED RIPRAP 11.4 2

CHANNEL Q 0+00-0+33 0.5-16.8 5.00 1.00 0.50 0.50 RIPRAP 11.4 2

CHANNEL R 0+00-1+74 0.5-32.7 4.00 0.00 0.50 0.50 WGE SS-2 - 2

CHANNEL S 0+00-0+64 0.5-3.0 5.00 1.00 0.50 0.50 RIPRAP 11.4 2

CHANNEL T 0+00-0+23 0.5-2.0 10.00 4.00 0.50 2.50 RIPRAP 11.4 1

AUGUST 7, 2026

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_D et ai ls

.d

O U

T:

2- E

S

C on tro l

PL

O

TT

ED

/5 /2

2:

P M

B Y:

W ay ne D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

EROSION & SEDIMENT CONTROL DETAILS

MAY 1, 2026

PLAN

PROFILE

ROCK ENERGY DISSIPATOR

PLAN VIEW ELEVATION VIEW

GEOTEXTILE TUBE

WATER BAR

SHALLOW WATER BAR

DEEP WATER BAR

SECTION A-A

PLAN VIEW

INSTREAM CONSTRUCTION PUMP AROUND

PROFILE

PLAN VIEW

SPLASH PAD

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\w da vi s@ kl ei nf el de r.c om \d

8\

Si m ps on

_D et ai ls

.d

O U

T:

3- M od W et S ea l

PL

O

TT

ED

/5 /2

2:

P M

B Y:

W ay ne D av is

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

MODIFIED WET SEAL DETAILS

MAY 1, 2026

PROFILE VIEW

PLAN VIEW

END VIEW

TYPICAL

OUTLET PIPES

CROSS SECTION - TYPICAL

CROSS-OVER PIPE

CROSS SECTION - TYPICAL

CROSS-OVER PIPE

LONGITUDINAL VIEW - TYPICAL

PIPE DETAILS

OUTLET PIPES

LONGITUDINAL VIEW - TYPICAL

12" PVC PIPE ANIMAL GUARD

CROSS SECTION - TYPICAL

F

IL

E:

C

:\p w w or ki ng

\k le in fe ld er pw

\k le in fe ld er

_k w si m ps on

\d

8\ Si m ps on _D et ai ls .d

O

U T:

4-

G

AT

E

FE

N

C E

PL

O

TT

ED

/7 /2

:0

AM

B Y:

K yl e Si m ps on

DESIGNED BY:

REVISIONS

REV DESCRIPTIONDATE

SCALE: DATE:

SHEET NO.

TOTAL

West Virginia Department of Environmental Protection Division of Land Restoration

Office of Abandoned Mine Lands and Reclamation 1000 Technology Drive - Fairmont, WV 26554

DRAWN BY:

CHECKED BY:

APPROVED BY:

DFS

BWD

SJS

SJS

THIS DRAWING IS

NOT TO SCALE

ELEVATION VIEW

FARM GATE

ORANGE SAFETY OR CONSTRUCTION FENCE

4 FEET

SIMPSON CREEK HIGHWALL, TIPPLE & PORTALS, PHASE II

BARBOUR COUNTY, WEST VIRGINIA

GATE, FENCE, CHECK DAM, AND GROUT DETAILS

APRIL 13, 2026

"TRAPEZOIDAL" DITCH CROSS SECTION A. - A. "VEE" DITCH CROSS SECTION A. - A.

PROFILE

GROUTED ANCHOR KEY DETAIL

A

A

PROFILE VIEW

CROSS SECTION VIEW

CHECK DAM SPACING

ALONG PROFILE

ROCK CHECK DAM

MAY 1, 2026MAY 1, 2026AUGUST 7, 2026

Office of Surface Mining Reclamation and Enforcement

Instructions for Completing the AML Contractor Form OMB #1029-0119

Purpose: The Office of Surface Mining Reclamation and Enforcement Applicant/Violator System (AVS) office is required to conduct eligibility checks for businesses performing abandoned mine land (AML) reclamation work to ensure those businesses are not associated with any coal mining violations in accordance with the Surface Mining Control and

Reclamation Act (SMCRA). This form is used to update the AVS database which maintains relationship information between individuals and their associated businesses. If you have any questions, please contact the AVS Office at 800-643-

9748.

Part A: General Information: Part A should be completed by the AML Contractor. You can find an electronic fillable form on our website (https://www.osmre.gov/programs/regulating-coal-mines/avs).

Part B: Obtain an Organizational Family Tree (OFT): Part B should be completed by the AML Contractor. An

Organizational Family Tree (OFT) indicates the relationships between individuals and their associated business.

You can obtain an OFT two ways:

1. Call the AVS Office at 800-643-9748 to request your company’s OFT.

2. Go to the AVS website (https://avss.osmre.gov). Click “Access AVS”, and then “Login as Guest”. Place your cursor on the “Entity” Module and click. Type your business name (or entity number) in search box and press enter. Select your company and then click on the “Relationship” tab to display your Entity OFT information. Print the Entity OFT from AVS. Review the OFT, if you need to make updates complete Part D.

Attach the OFT to your AML Contractor Form.

If you are a new company or this is your first AML bid: Your business is most likely not in the AVS. If your company does not appear in the AVS database, move on to Part C, check Box 3, and complete Part D of this form.

If your company has worked on previous AML projects or in the coal mining industry: Your business is most likely in the

AVS, but may need to be updated. Obtain and review your OFT and then complete Part C.

Part C: Certifying and updating information in the Applicant/Violator System (AVS). Part C should be completed by the AML Contractor. Please check the box that best describes your situation, sign and date.

Note: Signature date must be recent (within 30 days) to be considered.

Part D: OFT Information. Part D should be completed by the AML Contractor only if you want to make updates to what information is in the AVS, or if your company does not have any information in the AVS. Include all fields, including the relevant begin and/or end dates for individuals, including middle name or initial for individuals if possible.

Answers to Part D FAQs:

Which employees should be included in Part D?

Any current or separated employee of significance should be listed. Refer to the list provided at the top of Part D.

For those owning less than 10% reporting the ownership is optional. Include those employees who direct, manage, or control the project. If, for example, a Professional Engineer has the power to determine how the project is conducted you should include him/her on Part D.

What address and phone number should I use?

Use the address and phone number where the person receives business correspondence.

What are the begin and end dates for?

Begin dates indicate when a person started in that position in your company. If an individual still works at the company you can simply fill in the begin date and leave the end date blank or write “N/A”. End dates are used for indicating that someone no longer works in that capacity or is no longer employed at the company. If an employee has held more than one position or title, note the begin dates/end dates for each position.

https://www.osmre.gov/programs/regulating-coal-mines/avs https://avss.osmre.gov

OMB # 1029-0119

Expiration Date:

01/31/2028

ABANDONEDMINELANDS(AML)CONTRACTOR INFORMATIONFORM

You must complete this form for your AML contracting officer to request an eligibility evaluation from the Office of Surface Mining Reclamation and Enforcement (OSMRE) to determine if you are eligible to receive an AML contract. This requirement can be found under OSMRE’s regulations at 30 CFR 874.16. NOTE: This form must be signed and dated within 30 days of submission to be considered for a current bid.

Part A: General Information

Business Name:

Tax ID #:

Address:

City, State, & Zip:

Phone Number:

Email Address:

Part B: Obtain an Organizational Family Tree (OFT) from the Applicant Violator System (AVS)

If you plan to certify the existing AVS information or submit updates under Part C, you must include an OFT.

Instructions for downloading an OFT from the AVS can be found at: https://www.osmre.gov/sites/default/ files/2022-02/OMB%201029-0119%20instructions.pdf. If you require assistance you may contact the AVS Office by phone at: 800-643-9748, or by email at: avshelp@osmre.gov.

Part C: Certifying and updating information in the AVS

Select one of the options, follow the instructions for the selected option, sign, and date below.

I, , have express authority to certify that:

(Print Name)

1. Our business is listed in the AVS. The information is accurate, complete, and up to date. (If you select this option, you must attach an Entity OFT from the AVS to this form). Do not complete Part D.

2. Our business is in the AVS. The information needs to be updated. (If you select this option, you must attach an Entity OFT from the AVS to this form). Complete Part D to provide the missing or corrected information.

3. Our business is not listed in the AVS. The information needs to be added. Complete Part D to provide the information.

Date Signature Title

OMB # 1029-0119

Expiration Date:

01/31/2028 Part D: OFT Information

Contractor’s Business Name:

If the current Entity OFT information for your business is incomplete in the AVS, or if there is no information in the AVS for your business, you must provide all of the following information as it applies to your business.

Please include additional copies of this page if the space below is not sufficient to capture all information.

• Every officer (President,VicePresident, Secretary,Treasurer,etc.);

• AllDirectors, Partners, and Members;

• All persons performinga function similar to a Director;

• Every person or business that owns 10% or more of the voting stock in your business;

• Any other person(s)who has the ability to determinethe manner in which the AML reclamation project is being conducted.

• Please list an end date for any person who is no longer with your business.

Name:

Address:

City, State, Zip:

Begin Date:

End Date:

% Ownership:

Position/Title:

Phone Number:

Name:

Address:

City, State, Zip:

Begin Date:

End Date:

% Ownership:

Position/Title:

Phone Number:

Name:

Address:

City, State, Zip:

Begin Date:

End Date:

% Ownership:

Position/Title:

Phone Number:

Name:

Address:

City, State, Zip:

Begin Date:

End Date:

% Ownership:

Position/Title:

Phone Number:

PAPERWORK REDUCTION STATEMENT

The Paperwork Reduction Act of 1995 (44 U.S.C 3501) requires us to inform you that: Federal Agencies may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a current valid OMB control number. This information is necessary for all successful bidders prior to the distribution of AML funds, and is required to obtain a benefit.

Public reporting burden for this form is estimated to range from 15 minutes to one hour, with an average of 30 minutes per response, including time for reviewing instructions, gather and maintaining data, and completing and reviewing the form. You may direct comments regarding the burden estimate or any other aspect of this form to the Information Collection Clearance Officer, Office of Surface Mining Reclamation and Enforcement, 1849 C Street, NW, Room 4559, Washington, DC 20240.

DEP Construction Bid Submission Review Form Revised September 21, 2022

State of West Virginia

Department of Environmental Protection

Construction Bid Submission Review Form

This list has been provided for informational purposes only and is not to be construed as a complete list of request for quotation or bidding requirements for any individual construction project. This list does not and cannot include every item, mistake or oversight that could cause a contractor’s bid to be disqualified. Rather, this list is intended to draw attention to some of the most common problems that occur in the bidding process for construction projects. All potential bidders must read the request for quotation, all additional documents, and all instructions relating thereto (“Bid Documents”) in their entirety to identify the actual request for quotation and bidding requirements. Failure to read the Bid Documents in their entirety and comply with the stated requirements contained therein may result in bid disqualification.

Errors that shall be reason for immediate bid disqualification

4.

1. Failure to attend a mandatory pre-bid meeting

2. Failure to supply a valid bid bond

4. Failure to meet any mandatory requirement of the RFQ

5. Failure to submit bid prior to the bid closing date and time

7. Federal debarment

8. State of West Virginia debarment or suspension

9. Outstanding environmental enforcement actions

10. Unresolved DEP vendor complaints

Errors that May Be Reason for Bid Disqualification Before Contract Award

1. Debt to the State or Political Subdivision (must be resolved prior to award)

2. Workers’ Compensation or Unemployment Compensation delinquency (must be resolved prior to award)

3. Failure to obtain required bonds and/or insurance

Failure to supply West Virginia contractor's license number with bid or within one day of DEP request to do so.

Failure to provide sub contractor listing within one business day of bid opening or one business day of request to do so by DEP, if applicable.

5. Failure to supply a signed drug free workplace affidavit with bid or within one day of the DEP request to do so.

REV. 6/2013

BID BOND PREPARATION INSTRUCTIONS

AGENCY (A)

RFQ/RFP# (B)

Bid Bond

(A) WV State Agency (Stated on Page 1 “Spending Unit”)

KNOW ALL MEN BY THESE PRESENTS, That we, the undersigned,

(C) of (D) , (E) , as Principal, and (F) of (G) ,

(H) , a corporation organized and existing under the laws of the State of (I) with its principal office in the City of

(J) , as Surety, are held and firmly bound unto The State of West Virginia, as Obligee, in the penal sum of (K) ($ (L) ) for the payment of which, well and truly to be made, we jointly and severally bind ourselves, our heirs, administrators, executors, successors and assigns.

The Condition of the above obligation is such that whereas the Principal has submitted to the Purchasing Section of the Department of Administration a certain bid or proposal, attached hereto and made a part hereof to enter into a contract in writing for (M)

NOW THEREFORE

(a) If said bid shall be rejected, or

(b) If said bid shall be accepted and the Principal shall enter into a contract in accordance with the bid or proposal attached hereto and shall furnish any other bonds and insurance required by the bid or proposal, and shall in all other respects perform the agreement created by the acceptance of said bid then this obligation shall be null and void, otherwise this obligation shall remain in full force and effect. It is expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated

The Surety for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of time within which the Obligee may accept such bid: and said Surety does hereby waive notice of any such extension.

WITNESS, the following signatures and seals of Principal and Surety, executed and sealed by a proper officer of Principal and Surety, or by Principal individually if Principal is an individual, the _(N)___ day of (O) , 20_(P)_.

Principal Seal (Q) (Name of Principal) (R)

By (S) (Must be President, Vice President, or Duly Authorized Agent)

(T) Title

Surety Seal (V)

(U) (Name of Surety)

(W)___________ Attorney-in-Fact

IMPORTANT – Surety executing bonds must be licensed in West Virginia to transact surety insurance, must affix its seal, and must attach a power of attorney with its seal affixed.

(B) Request for Quotation Number (upper right corner of page #1)

(C) Your Business Entity Name (or Individual Name if Sole Proprietor)

(D) City, Location of your Company

(E) State, Location of your Company

(F) Surety Corporate Name

(G) City, Location of Surety

(H) State, Location of Surety

(I) State of Surety Incorporation

(J) City of Surety’s Principal Office

(K) Minimum amount of acceptable bid bond is

5% of total bid. You may state “5% of bid” or a specific amount on this line in words.

(L) Amount of bond in numbers

(M) Brief Description of scope of work

(N) Day of the month

(O) Month

(P) Year

(Q) Name of Business Entity (or Individual Name if Sole Proprietor)

(R) Seal of Principal

(S) Signature of President, Vice President, or

Authorized Agent

(T) Title of Person Signing for Principal

(U) Seal of Surety

(V) Name of Surety

(W) Signature of Attorney in Fact of the Surety

NOTE 1:

Dated Power of Attorney with Surety Seal must accompany this bid bond.

Agency

REQ.P.O#

BID BOND

KNOW ALL MEN BY THESE PRESENTS, That we, the undersigned, of , , as Principal, and of , , a corporation organized and existing under the laws of the State of with its principal office in the City of , as Surety, are held and firmly bound unto the State of West Virginia, as Obligee, in the penal sum of ($ ) for the payment of which, well and…