5_faithplans1.pdf

Drawing Date

07/12/2017

Sheet 1 of 5

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FAITH RECLAMATION PROJECT

SEQUATCHIE COUNTY, TENNESSEE

TENNESSEE

SEQUATCHIE COUNTY

PROJECT SITE

The project site is located near Dunlap, Tennessee. From the intersection of TN-8and TN-28 head southwest on TN-28 4.0 miles toward Whitwell. Turn right onto Stone Cave Road and travel 0.1 miles.

Turn left onto Cookston Road and travel 0.5 miles. Turn Right onto Daus Mountain Road and travel

1.8 miles. Turn left onto Layman Road and travel 1.6 miles to the project site.

PROJECT VICINITY MAP

INDEX OF SHEETS

C1 COVER SHEET

S1 SITE PLAN

S2 TREATMENT SITE PLAN

X1 PROFILE AND SECTIONS

D1 CONSTRUCTION DETAILS

US DEPARTMENT OF INTERIOR

OFFICE OF SURFACE MINING RECLAMATION AND ENFORCEMENT

APPALACHIAN REGION

THREE PARKWAY CENTER

PITTSBURGH, PA 62210

412-837-2160

The GPS coordinates at the project site are latitude 35° 17' 56.0" N and longitude 85° 28' 00.6" W

Fill and Grade

Subsidence Hole

Fill and Grade

Shaft

Construct Check Dam

Construct 167 L.F.

Channel #1

Construct Limestone Bed

3,069 Square Feet

Construct 73 L.F.

Channel #2

Lower Existing

Spillway

Existing

Pond

A

A'

B

B'

Fill Area

Drawing Date

07/12/2017

Sheet 2 of 5

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AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+40.66

Fill and Grade

Subsidence Hole

Fill and Grade

Shaft

Construct Check Dam

Construct 167 L.F.

Channel #1

Construct Limestone Bed

3,069 Square Feet

Construct 73 L.F.

Channel #2

A

A'

Fill Area

Drawing Date

07/12/2017

Sheet 3 of 5

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AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+40.66

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

167'

Channel #1

73'

Channel #2

3' Deep

Limestone Bed w/ Liner

Existing Grade

Embankment

Rock Check Dam

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

Embankment

Existing Grade

3'

1'

Limestone Bed w/Liner

10'

MIN.

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MIN.

Existing Grade

18" Thick Riprap

Existing Spillway

Proposed Spillway

Drawing Date

07/12/2017

Sheet 4 of 5

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Profile

Scale: 1" = 30'

Section A-A'

Scale: 1" = 10'

Section B-B'

Scale: 1" = 10'

20'

H

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24" Thick Riprap

1'

Filter Fabric

CHANNEL #1

Scale: 1" = 4'

2' Min.

Dia. Pipe

2'

Place Riprap around Pipe

Original Stream (Typ.)

TEMPORARY CROSSING

Scale: N.T.S.

6.0'

3.0'

ROCK CHECK DAM

Scale: 1" = 2'

Filter Fabric

18" Thick Riprap Filter Fabric

CHANNEL #2

Scale: 1" = 4'

H

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1'

Drawing Date

07/12/2017

Sheet 5 of 5

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