ELY PUCKETT AMD Lick Branch Final Plans - signed.pdf

AREA MAP

PROPOSED AGGREGATE

STOCKPILE LOCATION

LICK BRANCH SITE

AMD MAINTENANCE IX PROJECT

PROJECT LOCATION

PENNINGTON GAP QUADRANGLE

MINED LAND REPURPOSING

ABANDONED MINED LAND SECTION

ELY PUCKETT CREEK WETLANDS

1 Cover Sheet

DESCRIPTION

INDEX OF SHEETS

2 Site Plan Existing 3 Site Plan Proposed

GENERAL NOTES

1. Before performing any excavation, contact Miss Utility, (800) 810-7197, to confirm the location of any below ground utility lines in the work area.

2. Before starting the work, contact the Agency for proper clearance and be governed by the Agency's instructions.

3. The contractor is responsible for scheduling, expediting, directing, inspecting and coordinating the work so as to complete the work in the time agreed upon.

4. Work in close cooperation with the Agency and others engaged in the project so that the work will be completed in an orderly manner.

5. Provide temporary supports as may be required during construction to ensure the stability of the proposed excavation.

4 Embankment Section

DESCRIPTION

INDEX OF SHEETS

May 23, 2024

GENERAL NOTES

1. Before performing any excavation, contact Miss Utility, (800) 810-7197, to confirm the location of any below ground utility lines in the work area.

2. Before starting the work, contact the Agency for proper clearance and be governed by the Agency's instructions.

3. The contractor is responsible for scheduling, expediting, directing, inspecting and coordinating the work so as to complete the work in the time agreed upon.

4. Work in close cooperation with the Agency and others engaged in the project so that the work will be completed in an orderly manner.

5. Provide temporary supports as may be required during construction to ensure the stability of the proposed excavation.

5 Erosion Details

SCALE:1"=1000'

50001000 100050001000 1000

SCALE:1"=2000'

100002000 2000

COORDINATES:

6 Typical Ditch Details 1

/ Location Map

7 Typical Ditch Details 2 of2 7

Sheet Number:

D a t e

P l a n

V i e w

E x i s t i n g

C o n d i t i o n s

D e s i g n e d

D r a w n

E L

Y

P

U C

K E

T T

C

R E

E K

W

T

L A

N D

S

A

M D

M

A I N

T E

N A

N C

E

I X

L E

E

C

O U

N T

Y

V

I R

G I N

I A

S c a l e

R e v i s i o n s

N

B i g

S t o n e

G a p

V i r g i n i a

M R

C

M R

C

N of3 7

Sheet Number:

D at e:

SI

TE

P

LA

N

PR

O

PO

SE

D

D es ig ne d:

D ra w n:

LE

E

C O

U N

TY

, V

IR

G

IN

IA

Sc al e:

1"

R ev is io ns

Bi g

St on e G ap , V irg in ia (2

) 5

-8

4/

/2

M R

C

M R

C

EL

Y

PU

C

KE

TT

C

R

EE

K W

ET

LA

N D

S

AM

D M

AI

N

TE

N

AN

C

IX

of5 6

D at e:

PR

O

PO

SE

D

E M

BA

N

KM

EN

T

SE

C

TI

O N

D es ig ne d:

D ra w n:

LE

E

C O

U N

TY

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IR

G

IN

IA

Sc al e:

N

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R ev is io ns

Bi g

St on e G ap , V irg in ia (2

) 5

-8

5/

/2

M R

C

M R

C of4 7

Sheet Number:

EL

Y

PU

C

KE

TT

C R

EE

K

W

ET

LA

N

D S

AM

D

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AI

N

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FILTER FABRIC

3. BACKFILL AND

COMPACT THE

EXCAVATED SOIL.

1. SET POSTS 5' APART AND

EXCAVATE A 4" X 4" TRENCH

UPSLOPE ALONG THE LINE OF POSTS.

2. ATTACH THE FILTER FABRIC

TO THE POSTS AND EXTEND IT

INTO THE TRENCH.

Silt Fence Typical N.T.S.

1. DITCHES SHALL BE AT LEAST ONE FOOT IN DEPTH.

2. MINIMUM SLOPES OF 1% FOR ROADSIDE DITCHES.

V-shaped Ditch N.T.S.

A

PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY

Note: Embed hay bales a minimum of 4 inches.

Prevent Piping Compacted Soil to

Straw Bale Staked and Entrenched

Runoff Sediment Laden

Filtered Runoff or Twine Binding Wire

Points A should be higher than point B

B

A

Straw Bales-Barrier N.T.S.

GRADED ROAD DITCHES

Typical Section

SS

1 1

SS

D

FB

1'

Diversion Ditch of5 7

Sheet Number:

D at e:

ER

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SI

O N

D

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AI

LS

D es ig ne d:

D ra w n:

LE

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C O

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Sc al e:

N

.T .S

R ev is io ns

Bi g

St on e G ap , V irg in ia (2

) 5

-8

5/

/2

M R

C

M R

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TT

C

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K W

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AM

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D at e:

D es ig ne d:

D ra w n:

LE

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Sc al e:

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St on e G ap , V irg in ia (2

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5/

/2

M R

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M R

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of7 7

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D es ig ne d:

D ra w n:

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Sc al e:

N

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5/

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