W912P519B0002_Plans.pdf

PDF 44 MB Posted Dec 10, 2018

Attached to: Loyall Slide Remediation Federal contract opportunity
Solicitation number: W912P519B0002
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

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File	Type	Posted
W912P519B0002_Loyall_Slide_Remediation_Bid_Abstract.pdf	PDF	Feb 6, 2019
W912P519B0002_0001_-_Loyall_Slide_Remediation_Solicitation_Amendment.pdf	PDF	Jan 28, 2019
W912P519B0002_Technical_Specifications.pdf	PDF	Dec 10, 2018
W912P519B0002_-_Loyall_Slide_Remediation_Solicitation.pdf	PDF	Dec 10, 2018
US_Citizen_Site_Visit_Request_Form.pdf	PDF	Nov 21, 2018
Foreign_National_Security_Access_Form.pdf	PDF	Nov 21, 2018

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U E D

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IDENTIFICATION

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®of Engineers

US Army Corps of Engineers

US Army Corps

DISPOSAL LIMITS PLAN

SURVEY CONTROL MAP

GEOLOGIC PROFILE A-A'

BORING CROSS SECTION B-B'

BORING CROSS SECTION C-C'

PLAN & CROSS SECTIONS (HA-HF')

DIVERSION CHANNEL EXCAVATION

Q1A-LSR-CG-1-03

Q1A-LSR-G1-0-02

Q1A-LSR-VC-1-04

Q1A-LSR-VS-1-05

Q1A-LSR-VS-1-06

Q1A-LSR-CG-1-02

Q1A-LSR-CG-2-02

Q1A-LSR-CG-3-09

Q1A-LSR-CG-3-10

Q1A-LSR-CG-3-11

Q1A-LSR-CG-3-12

Q1A-LSR-CG-3-13

Q1A-LSR-CG-3-14

Q1A-LSR-CG-3-15

Q1A-LSR-BB-0-01

Q1A-LSR-BB-2-04

Q1A-LSR-BB-2-05

Q1A-LSR-C-1-07

Q1A-LSR-C-2-08

Q1A-LSR-C-2-09

Q1A-LSR-C-2-10

Q1A-LSR-C-2-11

Q1A-LSR-C-2-12

Q1A-LSR-C-2-13

Q1A-LSR-C-2-14

Q1A-LSR-C-2-15

Q1A-LSR-C-2-16

Q1A-LSR-C-2-17

Q1A-LSR-CG-1-01

Q1A-LSR-CG-2-01

Q1A-LSR-CG-3-01

Q1A-LSR-CG-3-02

Q1A-LSR-CG-3-03

Q1A-LSR-CG-3-04

Q1A-LSR-CG-3-05

Q1A-LSR-CG-3-06

Q1A-LSR-CG-3-07

Q1A-LSR-CG-3-08

Q1A-LSR-CI-5-02

GENERAL

GEOTECHNICAL

CIVIL

Q1A-LSR-GC-1-04 PHASE MAP

Q1A-LSR-VS-1-07

Q1A-LSR-CG-1-04 SLOPE REINFORCEMENT PLAN

Q1A-LSR-CP-1-01 DISPOSAL AREA HAUL ROAD PLAN, PROFILE, CROSS SECTIONS

Q1A-LSR-CI-5-01

DETAILS

ROCK BOLT DETAILSSECTION H-H'

SECTION A-A'

SECTION B-B'

SECTION C-C'

SECTION D-D'

SECTION E-E'

SECTION F-F'

SECTION G-G'

SECTION XC-XC' (BASELINE)

SLIDE AREA PLAN

EXCAVATION PLAN

BACKFILL PLAN

Q1A-LSR-CG-3-16

Q1A-LSR-CI-5-03

Q1A-LSR-CI-5-04

Q1A-LSR-CI-5-05

GUARDRAIL DETAIL

BARRIER SWING GATE DETAIL

PROPERTY AREAS - OVERALL

PROPERTY AREAS - DISPOSAL ENLARGED

INDEX OF DRAWINGS

BORING PLAN

GEOTECH INDEX

Q1A-LSR-GI-1-03

Q1A-LSR-BB-1-02

Q1A-LSR-BB-2-03

DISPOSAL LIMITS PROFILES AA' & BB'

BACKFILL CROSS SECTION

EXCAVATION CROSS SECTION STA. 3+20

BACKFILL CROSS SECTION STA. 3+20

DRAINAGE DITCH DETAIL

DRAWING NUMBER TITLE TITLEDRAWING NUMBER

ENLARGED PROPERTY MAP

RIPRAP SLOPE DETAILS

SOIL STABILITY PLAN & PROFILES SA-SC

GENERAL PLAN, VICINITY AND LOCATION MAPS

EXCAVATION CROSS SECTION STA. 0+40 - 0+60

EXCAVATION CROSS SECTION STA. 0+80 - 1+00

EXCAVATION CROSS SECTION STA. 1+20 - 1+40

EXCAVATION CROSS SECTION STA. 1+60 - 1+80

EXCAVATION CROSS SECTION STA. 2+00 - 2+20

EXCAVATION CROSS SECTION STA. 2+40 - 2+60

EXCAVATION CROSS SECTION STA. 2+80 - 3+00

BACKFILL CROSS SECTION STA. 0+40 - 0+60

BACKFILL CROSS SECTION STA. 0+80 - 1+00

BACKFILL CROSS SECTION STA. 1+20 - 1+40

BACKFILL CROSS SECTION STA. 1+60 - 1+80

BACKFILL CROSS SECTION STA. 2+00 - 2+20

BACKFILL CROSS SECTION STA. 2+40 - 2+60

BACKFILL CROSS SECTION STA. 2+80 - 3+00

NASHVILLE DISTRICT

U .S

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GI-0-02

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®of Engineers

US Army Corps of Engineers

US Army Corps

MARILYN WARD UNTHANK

WIX HOWARD CEMETERY

PROPERTY OWNER:

MARILYN WARD UNTHANK

WIX HOWARD CEMETERY

PROPERTY OWNER:

1837670

1837770

1837870

1837970

1838070

183817018381701838170

18380701838070

1837070

1837170

1837270

1837470

1837070

1837770

1837170

1837870

1837970

1837370

1837770

1837370

1837470

1837570

1837570 1837570

1837270

USACE MON

POINT L1

CONTROL

VERSI

O N

CHANNEL

CUM

BERLAND

VER

SCALE: 1" = 100'

100' 100'

MAG NAIL

GPS 14

CONTROL POINT

USACE MON

GPS 12

CONTROL POINT

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

PHASE ROADS

M P

B A I L

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CARTER AVENUE

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C A L C

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O P E R T Y O

W N E R

MARILYN WARD UNTHANKWIX HOWARD CEMETERYPROPERTY OWNER:

HARLAN COUNTY FISCAL COURT

PROPERTY OWNER:

HARLAN COUNTY FISCAL COURT

PROPERTY OWNER:

OF CHRIST

LOYALL CHURCH

OF CHRIST

LOYALL CHURCH

REMEDIATION AREA

LOYALL ROCK SLIDE

STAGING AREA

LOYALL DISPOSAL /

ARMORED CHANNEL BANK

HAUL ROADS

DIVERSION STRUCTURE

(TO REMAIN)

ENVIRONMENTAL STRUCTURE

LEVEE ENDS

MAG NAIL

GPS 13

CONTROL POINT

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

PLAN MAP

AREA OF

B R I D

CONC.

PAD

VER

STREET

C L

S T R E E T

S Y

C A

M O

R E

ISLAND STREET

BAILEY STREET

T O

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E T

VINE STREET

VIN

STREET

RIVER STREET

RAILROAD STREET

M A I N

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HALL STREET

MOUND STREET

S T

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CENTRAL STREET

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CLOVER STREET

M A I

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PARKING

WALNUT STREET

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MAGNOLIA STREET

E L

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HIGHLAND AVE.

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CLOVER STREET

DUFFIELD STREET

CAMDEN STREET

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M A

S T R E E T

ALLEY

R E E

ALLEY

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POPLAR

STREET

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KELLY

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STREET

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M A

P O

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RIVER ST.

CEDAR STREET

WILKERSON ST.

BRIDGE NOT IN

USE

WILKERSON STREET

CHAD STREET

CEDAR STREET

R E

E T

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F I R

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LOUISVILLE & NASHVILLE RAILROAD

WILKERSON STREET

JOHNIE STREET

CALLAHAW STREET

GREEN STREET

C H

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CARTER AVE.

COURTNEY STREET

B A I L

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CEDAR STREETCHAD STREET

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LOUISVILLE

AND

NASHVILLE

RAILROAD

EMERLING AVENUE

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LOUISVILLE &

R.R.

NASHVILLE

H I C

N E

RIVER RD.

L&N RAILROAD

TANK

ROCK

POOL

R I V

E R

M A

R T I N

F O

R K

P O

RIO VISTA

HARLAN

BAXTER

HIGHWAY 119

CUMBERLAND RIVER

HIGHWAY 840

LOYALL

5 mi.

013 mi. 10 mi.

0 6.6 mi.

GENERAL PLAN

LOCATION MAP

VICINITY MAP

1390 1400

YALL

LAUREL RIVER

LAKE

M B

E R L A

N D

CLINCH RI

VER

NORRIS DAM

G R A

AKE

DOUGLAS

LAKE

H O L

S T

O N

VER

CORBIN

PINEVILLE

MIDDLESBORO

JELLICO

SILER

BAXTER

HARLAN

GAP

PENNINGTON

CUMBERLAND

JONESVILLE

TAZEWELL

STATION

BEAN

MORRISTOWN

CITY

JEFFERSON

RIDGE

OAK

LAFOLLETE

JACKSBORO

KNOXVILLE

KY.

TENN.

KY.

VA.

TENN.

BARBOURVILLE

25E

25W

11W

11E

25E

11W

11E

VEE T

P lo t T im e

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F il e N a m e

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A -L

S R -G

I- -0

.d g n

DATUM (NAVD) 88.

KENTUCKY SOUTH 2011 U.S. SURVEY FEET. VERTICAL

2. PROJECT IS LOCATED IN NAD 83, STATE PLANE

CURRENT PROJECT TOPOGRAPHY.

PRE-CONSTRUCTION LIDAR SURVEY TO ESTABLISH THE

SLIDE AREA WILL REQUIRE THE CONTRACTOR TO PERFORM A

EXPERIENCE FAILURE. THE SUBSEQUENT MOVEMENT OF THE

SURVEY WAS COMPLETED, THE SLIDE HAS CONTINUED TO

FEBRUARY 1, 2017, LIDAR SURVEY. SINCE THE TIME THAT

1. THE SURFACE CONTOURS DEPICTED ARE TAKEN FROM THE

NOTES:

P lo t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s \Q

A -L

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I- -0

.d g

A R

M Y C

O R

P S O

F E

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E E

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N A

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L E D

T R

S H

L E T

E N

N E

S S

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

S I

D E

N D

E F

N C

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

Y A

L L

K Y

S L

O P

E F

U R

A -L

S R -G

I- -0

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N J

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B A

C H P .E

W P -1

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G E

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R A

L P

L A

A N

D L

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A P

GI-1-03

A R

M Y C

O R

P S O

F E

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E E

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N A

S H

L E D

T R

S H

L E T

E N

N E

S S

P E

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U M

B E

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A N

D R

E R B

A S

S L

E R

E M

E D

B R

U C

E R

O G

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S P .G

A L

D M

S E

A N

S I

GC-1-04

P lo t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s \Q

A -L

S R -G

C -1 -0

.d g n

L O

Y A

L L

K Y

S L

O P

E F

U R

D E

N D

E F

N C

A -L

S R -G

C -1 -0

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B E

N J

A M

R O

H R

B A

C H P .E

P H

A S

E M

P -1

-B -0

SCALE: 1" = 20'

20'20'

PHASE MAP

LEGEND:

EXISTING BORING - ANGLED

EXISTING BORING - VERTICAL

PROPOSED GUARDRAIL

LOYALL WORK LIMITS

PROPERTY LINE

FENCE

PROPOSED PIEZOMETER

PROPOSED BORING - ANGLED

PHASE LINES

DESIGNED IN ACCORDANCE WITH EM 385-1-1, SECTION 04.B.

7. HAUL ROAD LOCATIONS ARE APPROXIMATE. ROADS ARE TO BE

CHANNEL. IT IS TO BE REMOVED AFTER PROJECT COMPLETION.

PHASE II TO PREVENT MATERIAL FROM REACHING THE

6. DIVERSION STRUCTURE SHALL BE CONSTRUCTED PRIOR TO

PROCEEDING TO NEXT CUT.

BY THE (COR) CONTRACTING OFFICER REPRESENTIVE BEFORE

WITH EACH CUT TO BE SCALED, STABILIZED AND APPROVED

5. EXCAVATION CUTS SHALL NOT EXCEED 15 VERTICAL FEET,

4. EXCAVATION PHASES ARE APPROXIMATE.

12 PERCENT.

3. THE MAXIMUM ALLOWABLE GRADE SHALL NOT EXCEED

EXCEEDING 10 PERCENT.

2. THERE SHOULD BE NO MORE THAN 400 FEET OF GRADE

1. SEE EM 385-1-1 FOR ADDITIONAL HAUL ROAD REQUIREMENTS.

NOTES:

U E D

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S O

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D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

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C A

L E

D A

T E

M A

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D E

S C

C O

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R A

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IDENTIFICATION

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®of Engineers

US Army Corps of Engineers

US Army Corps

PHASE VI

HAUL ROAD FOR

PHASES V AND IV

HAUL ROAD FOR

PHASES VII AND VIII

HAUL ROAD FOR

PHASE III PHASE

PHASE V

(TO REMAIN)

STRUCTURE

ENVIRONMENTAL

(END OF ROAD)

GUARD RAIL

(END OF ROAD)

GUARD RAIL

FENCING

CONSTRUCTION

WORK LIMITS /

BASELINE

PROJECT

FENCE

CONSTRUCTION

WORK LIMITS /

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

E R S

N C

H A N

N E L

C U

M B E R

N D R

E R

C502

44 1

6 1

BANK

ARMORED CHANNEL

DIVERSION STRUCTURE

ASE

SLIDE AREA

M A

Y N W

A R

D U

N T

H A

N K

O W

A R

D C

E M

E T

E R

Y P

R O

P E

R T

Y O

W N

E R

M A

Y N W

A R

D U

N T

H A

N K

O W

A R

D C

E M

E T

E R

Y P

R O

P E

R T

Y O

W N

E R

PHASE V

XCXC

PHASE IV

OF CHRIST

LOYALL CHURCH

OF CHRIST

LOYALL CHURCH

" C

M P

1210 C506

C504D

C505

PHASE II

PZ-C507

C508

PHASE I

TO BE REMOVED

EXISTING CMP

C501D

C503

FENCE END

CONSTRUCTION

WORK LIMITS /

XC'XC'

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

MARILYN WARD UNTHANKWIX HOWARD CEMETERYPROPERTY OWNER:

1837670

1837770

1837870

1837970

1838070

183817018381701838170

18380701838070

1837070

1837170

1837270

1837470

1837070 1837070

1837770

1837170

1837870

1837970

1837370

1837770

1837370

1837470

1837570

1837170

1837570

1837570 1837570

1837270

MON L1

USACE

POINT

CONTROL

MON GPS 12

USACE

POINT

CONTROL

MON GPS 12

USACE

POINT

CONTROL

MAG NAIL

GPS 14

POINT

CONTROL

LIMITS

WORK AREA

HAUL ROADS

PROPOSED PHASE

BANK

ARMORED CHANNEL

LIMITS

WORK AREA

LEVEE ENDS

SEE NOTE 7

STRUCTURE,

DIVERSION

C505

CUMBERLAND R

IVER

(WORKING LIMITS)

ACCESS ROAD

EXISTING CEMETERY

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

FISCAL COURTHARLAN COUNTYPROPERTY OWNER:

M P

B A I L

R E

E T

M A

P O

T H

R E

E T

CALLAHA

CARTER AVENUE

W I L

K E

R S

R E

P P

WOOD FENCE

M A

Y N W

A R

D U

N T

H A

N K

O W

A R

D C

E M

E T

E R

Y P

R O

P E

R T

Y O

W N

E R

MARILYN WARD UNTHANK

WIX HOWARD CEMETERY

PROPERTY OWNER:

OF CHRIST

LOYALL CHURCH

H A R L A

N C

O U

N T Y F

C A L C

O U

O P E R T Y O

W N E R

MARILYN WARD UNTHANKWIX HOWARD CEMETERYPROPERTY OWNER:

HARLAN COUNTY FISCAL COURT

PROPERTY OWNER:

MARILYN WARD UNTHANKWIX HOWARD CEMETERYPROPERTY OWNER:

HARLAN COUNTY FISCAL COURT PROPERTY OWNER:

OF CHRIST

LOYALL CHURCH

" C

P P

C506

C504D

AREA

SLIDE

C501D

C503

WORKING LIMITS

ROAD IS WITHIN

MARILYN WARD UNTHANK

WIX HOWARD CEMETERY

PROPERTY OWNER:

GATE

C502

HAUL ROAD

PROPOSED

MAG NAIL

GPS 13

POINT

CONTROL

LIMITS

DISPOSAL AREA

VEE T

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

Y A

L L

K E

N T

U C

K Y

L O

Y A

L L D

E R

N C

H A

N N

E L P

R O J E

C T

O W

A R

D C

E M

E T

E R

Y S

S L

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

VC-1-04

S H

L E T

E N

N E

S S

E E

A -L

S R -V

C -1 -0

.d g n

B E

N J

A M

R O

H R

B A

C H P .E

S U

R V

E Y C

O N

T R

O L M

P -1

-B -0

SURVEY CONTROL MAP

SCALE: 1" = 60'

P lo t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s \Q

A -L

S R -V

C -1 -0

.d g n

WORK LIMITS

SCALE: 1" = 60'

60' 60'

LEGEND:

SLIDE LIMITS

BY CONTRACTOR.

AND SEDIMENT CONTROL STRUCTURE, TO BE DESIGNED

7. APPROXIMATE LOCATION OF TEMPORARY DIVERSION

HARLAN COUNTY PROPERTIES.

6. USACE HAS RIGHT OF WAY EASEMENT ON ALL

WORK AREA.

5. USACE HAS REMOVED ALL BURIALS WITHIN THE

4. PROPERTY ACQUISITION AREA SURVEYED FOR DEED.

DATUM (NAVD) 88.

KENTUCKY SOUTH 2011 U.S. SURVEY FEET. VERTICAL

3. PROJECT IS LOCATED IN NAD 83, STATE PLANE

ORIGINAL CHANNEL DESIGN MAP.

2. EXISTING RIGHT-OF-WAY BOUNDARY TAKEN FROM

CURRENT PROJECT TOPOGRAPHY.

PRE-CONSTRUCTION LIDAR SURVEY TO ESTABLISH THE

SLIDE AREA WILL REQUIRE THE CONTRACTOR TO PERFORM A

EXPERIENCE FAILURE. THE SUBSEQUENT MOVEMENT OF THE

SURVEY WAS COMPLETED, THE SLIDE HAS CONTINUED TO

FEBRUARY 1, 2017, LIDAR SURVEY. SINCE THE TIME THAT

1. THE SURFACE CONTOURS DEPICTED ARE TAKEN FROM THE

NOTES:

(APPROXIMATE 2607 FT)

ESTIMATED HAUL ROAD DISTANCE

MARILYN WARD UNTHANKWIX HOWARD CEMETERYPROPERTY OWNER:

1837670

1837770

1837870

1837970

1838070

183817018381701838170

18380701838070

1837070

1837170

1837270

1837470

1837070 1837070

1837770

1837170

1837870

1837970

1837370

1837770

1837370

1837470

1837570

1837170

1837570

1837570 1837570

1837270

USACE MON

POINT L1

CONTROL

4' HIGH SAFETY WALL

4' H

H S

A F E T Y W

4' H

IGH S

AFE

TY W

ALL

WORK LIMITS

HAUL ROADS

PHASED

GATE

BANK

ARMORED CHANNEL

AREA

DISPOSAL

TO BE PLACED

CONSTRUCTION FENCING

ROAD

TO BE PLACED ALONG

CONSTRUCTION FENCING

HAUL ROAD

PROPOSED

MAG NAIL

GPS 14

CONTROL POINT

USACE MON

GPS 12

CONTROL POINT

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

FISCAL COURTHARLAN COUNTYPROPERTY OWNER:

DIV

ERSIO

N C

HANNEL

CUMBERLAND R

IVER

A I L

R E

E T

M A

P O

T H

R E

E T

CALLAHA

CARTER AVENUE

W I L

K E

R S

R E

P P

WOOD FENCE

LEVEE ENDS

M A

Y N W

A R

D U

N T

H A

N K

O W

A R

D C

E M

E T

E R

Y P

R O

P E

R T

Y O

W N

E R

MARILYN WARD UNTHANK

WIX HOWARD CEMETERY

PROPERTY OWNER:

OF CHRIST

LOYALL CHURCH

H A R L A

N C

O U

N T Y F

C A L C

O U

O P E R T Y O

W N E R

MARILYN WARD UNTHANKWIX HOWARD CEMETERYPROPERTY OWNER:

HARLAN COUNTY FISCAL COURT

PROPERTY OWNER:

MARILYN WARD UNTHANKWIX HOWARD CEMETERYPROPERTY OWNER:

HARLAN COUNTY FISCAL COURT PROPERTY OWNER:

OF CHRIST

LOYALL CHURCH

MARILYN WARD UNTHANK

WIX HOWARD CEMETERY

PROPERTY OWNER:

MAG NAIL

GPS 13

CONTROL POINT

VEE T

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P lo t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s \Q

A -L

S R -V

S -1 -0

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

VS-1-05

A R

M Y C

O R

P S O

F E

N G

E E

R S

S L

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

S I

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

Y A

L L

K Y

S L

O P

E F

U R

D E

N D

E F

N C

A -L

S R -V

S -1 -0

.d g n

B E

N J

A M

R O

H R

B A

C H P .E

P -1

-B -0

PROPERTY AREAS - OVERALL

SCALE: 1" = 60'

P R

O P

E R

T Y A

R E

A S O

V E

R A

L L

PROPERTY LINES

R-O-W CITY, COUNTY

WORK LIMITS

(SHADED AREA)

WORK AREA LIMITS

LEGEND:

(X HATCH AREA)

DISPOSAL AREA

SCALE: 1" = 60'

60'60'

SLIDE LIMITS

BUFFER ZONE.

UTILIZED FOR SAFETY WALL CONSTRUCTION AND AS A

4. AREA BETWEEN WORK AREA AND DISPOSAL AREA TO BE

HARLAN COUNTY PROPERTIES.

3. USACE HAS RIGHT OF WAY EASEMENT ON ALL

DATUM (NAVD) 88.

KENTUCKY SOUTH 2011 U.S. SURVEY FEET. VERTICAL

2. PROJECT IS LOCATED IN NAD 83, STATE PLANE

CURRENT PROJECT TOPOGRAPHY.

PRE-CONSTRUCTION LIDAR SURVEY TO ESTABLISH THE

SLIDE AREA WILL REQUIRE THE CONTRACTOR TO PERFORM A

EXPERIENCE FAILURE. THE SUBSEQUENT MOVEMENT OF THE

SURVEY WAS COMPLETED, THE SLIDE HAS CONTINUED TO

FEBRUARY 1, 2017, LIDAR SURVEY. SINCE THE TIME THAT

1. THE SURFACE CONTOURS DEPICTED ARE TAKEN FROM THE

NOTES:

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

1837070

1837170

1837270

1837470

1837070

1837170

1837370 1837370

1837470

1837570

1837270

USACE MON

POINT L1

CONTROL

(TO REMAIN)

STRUCTURE

ENVIRONMENTAL

TO BE REMOVED

EXISTING CMP

P.O.B.

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

FISCAL COURT

HARLAN COUNTY

PROPERTY OWNER:

FISCAL COURTHARLAN COUNTYPROPERTY OWNER:

VERSI

CHANNEL

CUM

BERLAND

VER

44 1

6 1

SLIDE LIMITS

WORK LIMITS

BANK

CHANNEL

ARMORED

LEVEE ENDS

P P

CHANNEL

ALL

WOOD FENCE

M A

Y N W

A R

D U

N T

H A

N K

O W

A R

D C

E M

E T

E R

Y P

R O

P E

R T

Y O

W N

E R

MARILYN WARD UNTHANK

WIX HOWARD CEMETERY

PROPERTY OWNER:

OF CHRIST

LOYALL CHURCH

OF CHRIST

LOYALL CHURCH

" C

P P

MARILYN WARD UNTHANK

WIX HOWARD CEMETERY

PROPERTY OWNER:

C H

N L

N C E

LEVEE TOP

VEE T

P lo t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s \Q

A -L

S R -V

S -1 -0

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

S L

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

VS-1-06

L O

Y A

L L

K Y

S L

O P

E F

U R

D E

N D

E F

N C

E N

L A

R G

E D P

R O

P E

R T

Y M

A -L

S R -V

S -1 -0

.d g n

B E

N J

A M

R O

H R

B A

C H P .E

HUMAN REMAINS DURING CONSTRUCTION.

THE RISK OF ENCOUNTERING INADVERTENT DISCOVERY OF

ARCHEOLOGISTS/PHYSICAL ANTHROPOLOGISTS HELP REDUCE

REPRESENTATIVE. THE PRIOR REMOVAL OF GRAVES BY

WRITTEN CONSENT IS PROVIDED BY THE CONTRACTING OFFICER'S

NO WORK SHALL PROCEED UNTIL, OR UNLESS, EXPRESS

INCLUDING DATING TO THE HISTORIC USE OF THE CEMETERY,

IF THE HUMAN REMAINS ARE ARCHAEOLOGICAL IN NATURE,

BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

WORK SHALL PROCEED UNTIL WRITTEN CLEARANCE IS PROVIDED

REMAINS ARE DETERMINED TO BE FORENSIC IN NATURE, NO

HAS BEEN ENACTED TO PROTECT THE REMAINS. IF THE

AND CONDITION OF THE FIND, AS WELL AS THE SECURITY THAT

BE INCLUDED IN THE NOTIFICATION; THE LOCATION, NATURE,

PROJECT ARCHEOLOGIST. THE FOLLOWING INFORMATION SHALL

(859-323-1968). THE COR WILL CONTACT THE NASHVILLE DISTRICT

(606-573-3030) AND THE KENTUCKY STATE ARCHAEOLOGIST

REPRESENTATIVE, THE HARLAN COUNTY CORONER

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER

PROTECTED FROM THE ELEMENTS. THE CONTRACTOR SHALL

DISCOVERED DURING CONSTRUCTION SHALL BE IMMEDIATELY

RADIUS OF 25 FEET AROUND THE DISCOVERY. HUMAN REMAINS

CONTRACTOR SHALL ESTABLISH A BUFFER WITH A MINIMUM

ALL WORK IN THE IMMEDIATE AREA SHALL CEASE. THE

INADVERTENTLY DISCOVERED DURING CONSTRUCTION,

4. IN THE UNLIKELY EVENT THAT HUMAN REMAINS ARE

BY CONTRACTOR.

AND SEDIMENT CONTROL STRUCTURE, TO BE DESIGNED

3. APPROXIMATE LOCATION OF TEMPORARY DIVERSION

DATUM (NAVD) 88.

KENTUCKY SOUTH 2011 U.S. SURVEY FEET. VERTICAL

2. PROJECT IS LOCATED IN NAD 83, STATE PLANE

CURRENT PROJECT TOPOGRAPHY.

PRE-CONSTRUCTION LIDAR SURVEY TO ESTABLISH THE

SLIDE AREA WILL REQUIRE THE CONTRACTOR TO PERFORM A

EXPERIENCE FAILURE. THE SUBSEQUENT MOVEMENT OF THE

SURVEY WAS COMPLETED, THE SLIDE HAS CONTINUED TO

FEBRUARY 1, 2017, LIDAR SURVEY. SINCE THE TIME THAT

1. THE SURFACE CONTOURS DEPICTED ARE TAKEN FROM THE

NOTES:

W P -1

-B -0

ENLARGED PROPERTY MAP

SCALE: 1" = 30'

LEGEND:

PROPERTY LINES

R-O-W CITY, COUNTY

WORK LIMITS

SLIDE LIMITS

SCALE: 1" = 30'

30'30'

ACQUISITION AREA

CHAIN LINK FENCE

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

END OF WALL

GPS 14

CONTROL POINT

GPS 13

CONTROL POINT

1837870

1837970

1838070

1837570

4' HIGH SAFETY WALL

4' H

H S

A F E T Y W

4' H

IGH S

AFE

TY W

ALL

B E

N C

B E

N C

AREA LIMITS

DISPOSAL

AREA LIMITS

DISPOSAL

GPS 01

GPS 03

GPS 11

GPS 04

GPS 02

GPS 10

GPS 09

GPS 05

GPS 06

GPS 08

STAKED

GPS 07

FOR HAUL ROAD DESIGN

SEE ROAD DRAWING CP-1-01,

GPS 12

N 1837839.186 E 2342850.664 Elev 1293.2669

GPS 13

N 1837843.966 E 2342954.668 Elev 1291.272

WORK LIMITS

(WORKING LIMITS)

ACCESS ROAD

EXISTING CEMETERY

EM-385. CONTRACTOR DESIGNED.

BARRIERS OR BOULDERS TO COMPLY WITH

TO BE CONSTRUCTED OF PRE-FAB CONCRETE

CONTINUOUS SAFETY WALL, MINIMUM 4' HIGH

END OF WALL

GPS 14

N 1837727.563 E 2342626.048 Elev 1291.7605

GPS 12

CONTROL POINT

P lo t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s \Q

A -L

S R -V

S -1 -0

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

P E

R C

U M

B E

R L

A N

D R

E R B

A S

S L

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

VS-1-07

L O

Y A

L L

K Y

S L

O P

E F

U R

D E

N D

E F

N C

P R

O P

E R

T Y A

R E

P O

S A

L E

N L

A R

G E

D Q

A -L

S R -V

S -1 -0

.d g n

B E

N J

A M

R O

H R

B A

C H P .E

W P -1

-B -0

SCALE: 1" = 20'

20'20'

DISPOSAL ENLARGED

LEGEND:

DISPOSAL LIMITS

WORK LIMITS

DISPOSAL AREA

5. SAFETY BARRIER TO BE DESIGNED BY CONTRACTOR.

WALL AND DISPOSAL AREA.

4. THERE IS A 20FT BENCH TO BE MAINTAINED BETWEEN SAFETY

SAFETY BARRIER.

AREA LIMITS, EXCEPT FOR MATERIALS TO CONSTRUCT THE

3. CONTRACTOR SHALL NOT PLACE MATERIAL OUTSIDE DISPOSAL .

SOUTH 2011 U.S. SURVEY FEET. VERTICAL DATUM (NAVD) 88.

2. PROJECT IS LOCATED IN NAD 83, STATE PLANE KENTUCKY

CURRENT PROJECT TOPOGRAPHY.

PRE-CONSTRUCTION LIDAR SURVEY TO ESTABLISH THE

SLIDE AREA WILL REQUIRE THE CONTRACTOR TO PERFORM A

EXPERIENCE FAILURE. THE SUBSEQUENT MOVEMENT OF THE

SURVEY WAS COMPLETED, THE SLIDE HAS CONTINUED TO

FEBRUARY 1, 2017, LIDAR SURVEY. SINCE THE TIME THAT

1. THE SURFACE CONTOURS DEPICTED ARE TAKEN FROM THE

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

R U

R Q

CORE WHICH SHOULD HAVE BEEN RECOVERED AND EXPRESSED AS A PERCENTAGE.

OVER 4 INCHES IN LENGTH ARE ADDED THEN DIVIDED BY THE TOTAL LENGTH OF

7. RQD IS A MEASURE OF THE ROCK QUALITY. ALL LENGTHS OF CORE RECOVERED

FEET. VERTICAL DATUM (NAVD) 88.

6. PROJECT IS LOCATED IN NAD 83, STATE PLANE KENTUCKY SOUTH 2011 U.S. SURVEY

PROFILES. FOR DISTANCES, SEE PLANS OF EXPLORATION.

5. SOME OF THE EXPLORATORY BORINGS ARE PROJECTED ON THE SOIL AND ROCK

THE MATERIAL IS DENOTED AS OVERBURDEN.

RECOVERING SAMPLES ABOVE ROCK, SUITABLE FOR EXAMINATION OR TESTS,

4. WHEREVER THE METHOD OF EXPLORATION PRECLUDED THE POSSIBILITY OF

INDICATE THE ABSENCE OF GROUNDWATER.

EVERY HOLE FOR VARIOUS REASONS. THE ABSENCE OF A READING DOES NOT

SEPARATE OBSERVATIONS. WATER LEVEL READINGS WERE NOT TAKEN ON

DATE OTHER THAN THAT SHOWN ON THE LOGS MUST BE DETERMINED BY

STREAM STAGES, THEREFORE ACTUAL LEVEL OF GROUNDWATER ON ANY

3. GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND

REFLECT ACTUAL GROUND WATER ELEVATION.

DRILLING FLUID OR AN INSUFFICIENT PASSAGE OF TIME TO PERMIT BORING TO

AUGER (A), AND WASHBORINGS (WB) MAY HAVE BEEN INFLUENCED BY TRAPPED

2. WATER ELEVATIONS INDICATED ( ) IN CORE (C), DENSION (U), DRIVE SAMPLED (D),

EXPLORATION METHOD USED.

BEYOND WHICH FURTHER PENETRATION WAS IMPRACTICABLE WITH THE

HOLES DRILLED THROUGH OVERBURDEN, REFUSAL IS DEFINED AS THE POINT

DEFINED AS REFUSAL FOR STANDARD PENETRATION HOLES. FOR ALL OTHER

1. A BLOW COUNT OF HIGHER THAN 50 BLOWS PER HALF FOOT IS NORMALLY

GENERAL NOTES:

87.4 accum at accumulated

A B B R E V I A T I O N S sd sdy sh shy si sis siy sl slcs slick sml sand sandy shale shaly silt siltstone silty slight, slightly siliceous slickenside small scat scattered ln lo ls lt med mic min mod mot mss mst mtl mtx nod

num

occ ool op org lense loose limestone light medium micaceous mineralized, -ization moderate, moderately mottling, mottled massive moist material matrix nodule no recovery numerous overburden (unclassified) occasional, -ally oolite, oolitic open,opened organic part pbl petro

pit

pl pla pln pwdr prob pt

ptg qtz rec partially pebble petroleum, petroliferous plasticity index pit, pitted, pitting plastic limit plastic platy plane powder, powdered probable, probably paper-thin pressure test parting quartz recovered

LL liquid limit el est excl extr f fe fld fm fos frac frag fri fsl gen glau gr gra grad grn grt gvl gyp elevation estimate,-ed excluding extremely fine, finely iron filled formation fossil, fossiliferous fracture fragment friable fissle generally glauconite, -itic gray grain, grained gradational green grout gravel, gravelly gypsum h/a hd hem hld hor imbdd incl intbdd intlam irr jt l/a lam

LDW

lea lg lig lim high angle hard hematite healed horizontal imbedded including interbed, interbedded interlaminated irregular, irregularly joint low angle lamina, -ae, -ated lost core lost drill water leached large lignitic limonite

DWR drill water retained drv drive bky bl bld

BOH

blocky black boulder bottom of hole br brec brk c cal calc brown brecciated broken coarse calcite calcareous carb cav cbl

cem

cht circl cl cly cmtd col conc congl crm d dis dk dmp dol carbonaceous cavity cobble corrected depth cement core in hole chert circulation clay clayey cemented columnar concrete conglomerate crumbly dense disseminated dark damp dolomite, dolomitic drl drilling

BK back alt ang approx argil bbl bdd bdr bifur angular alternating approximate, -mately argillaceous barrel bedded, bedding bedrock bifurcating

AH ahead rk rnd

RQD

sat rock round rock quality designation saturated

REF refusal so soln soft solution, -tioned, -tioning ss st stf strg styl stylc sur ti

sandstone stain, -ed, -ing stiff stringer stylolite stylolitic surface tight top of rock tr

unacct var v vert vgy w/ wea wht

x-bdd xl xln yel trace unaccountable loss unaccountable variable very vertical vuggy with weathered white water level water table cross-bedded crystal crystalline yellow

SPT std. penetration test smpl sample

* When using as the plural form add "s"

Highly organic clays have a very weak and spongy feel at the plastic limit.

Adopted by Corps of Engineers and Bureau of Reclamation, January 1952.

FIELD IDENTIFICATION PROCEDURES FOR FINE-GRAINED SOIL OR FRACTIONS

DILATANCY (Reaction to shaking) DRY STRENGTH (Crushing characteristics)

TOUGHNESS (Consistency near plastic limit)

(2) All sieve sizes on this chart are U.S. standard.

water if necessary to make the soil soft but not sticky.

moist soil with a volume of about one-half cubic inch. Add enough After removing particles larger then No. 40 sieve size, prepare a pat of fines in a soil.

appearance during squeezing assist in identifying the character of the The rapidity of appearance of water during shaking and of its dis-from the surface, the pat stiffens, and finally it cracks or crumbles.

sample is squeezed between the fingers, the water and gloss disappear which changes to a livery consistency and becomes glossy. When the reaction consists of the appearance of water on the surface of the pat striking vigorously against the other hand several times. A positive Place the pat in the open palm of one hand and shake horizontally, rock flour, show a moderately quick reaction.

whereas a plastic clay has no reaction. Inorganic silts, such as a typical Very fine clean sands give the quickest and most distinct reaction whereas a typical silt has the smooth feel of flour.

when powdering the dried specimen. Fine sand feels gritty slight dry strength, but can be distinguished by the feel strength. Silty fine sands and silts have about the same A typical inorganic silt possesses only very slight dry High dry strength is characteristic for clays of the CH group.

increasing plasticity.

contained in the soil. The dry strength increases with of the character and quantity of the colloidal fraction crumbling between the fingers. This strength is a measure or air drying, and then test its strength by breaking and necessary. Allow the pat to dry completely by oven, sun, pat of soil to the consistency of putty, adding water if After removing particles larger than No. 40 sieve size, mold a continued until the lump crumbles.

After the thread crumbles, the pieces should be lumped together and a slight kneading action which occur below the A-line.

inorganic clay of low plasticity, or materials such as kaolin-type clays and organic clays plastic limit and quick loss of coherence of the lump below the plastic limit indicate either the more potent is the colloidal clay fraction in the soil. Weakness of the thread at the The tougher the thread near the plastic limit and the stiffer the lump when it finally crumbles, is reached.

and the specimen stiffens, finally loses its plasticity, and crumbles when the plastic limit and rolled repeatedly. During the manipulation the moisture content is gradually reduced between the palms into a thread about one-eighth inch in diameter. The thread is then folded moisture by evaporation. Then the specimen is rolled out by hand on a smooth surface or and if sticky, the specimen should be spread out in a thin layer and allowed to lose some inch cube in size, is molded to the consistency of putty. If too dry, water must be added After removing particles larger than the No. 40 sieve size, a specimen of soil about one-half screening is not intended, simply remove by hand the coarse particles that interfere with the tests.

in. For field classification purposes 64 1These procedures are to be performed on the minus No. 40 sieve size particles, approximately

(1) Boundary classifications. Soils possessing characteristics of two groups are designated by combinations of group symbols. For example GW-GC, well-graded gravel-sand mixture with clay binder.

HOLE NUMBER AND TYPE

SURFACE ELEVATION

TOP OF ROCK ELEVATION

ELEVATION AND DATE WATER LEVEL OBSERVED

C-501

45.0 AH

965.4TR

955.2 BOH el

28%RQD

DISTANCE FROM REFERENCE LINE (OFFSET)

LEGEND FOR LOGS OF BORINGS AND

SUBSURFACE PROFILES AND SECTIONS

SYMBOL

Denison Sampled

Washbored

Churn Rig Hole 6" Drive BBL

Cone Penetrometer

Piezometer Disturbed Sampling With

Installed

Standard Penetration & Cored

Standard Penetration

Angle, Cored With Bearing

Indicated By Arrow

Augered Hole

LEGEND FOR BORING TYPE

SHOWN ON EXPLORATION PLANS

DESCRIPTION

CPT

A,HA

LETTER

Well-graded gravels, gravel-sand mixtures, little or no fines.

Poorly-graded gravels, gravel-sand mixtures, little or no fines.

Clayey gravels, gravel-sand-clay mixtures

Well-graded sands, gravelly sands, little or no fines.

Poorly-graded sands, gravelly sands, little or no fines.

Silty sands, sand-silt mixtures.

Clayey sands, sand-clay mixtures.

M o re t h a n h a lf o f c o a rs e f ra c ti o n

(F o r v is u a l c la s s if ic a ti o n th e /4 -i n s iz e m a y b e u s e d a s e q u iv a le n t to

C le a n G ra v e ls

(L it tl e o r n o f in e s

G ra v e ls w it h F in e s

(A p p re c ia b le a m o u n t o f fi n e s

C le a n S a n d s

(L it tl e o r n o f in e s

S a n d s w it h F in e s

(A p p re c ia b le a m o u n t o f fi n e s

(Excluding particles larger than 3 inches and basing fractions on estimated weights)

Wide range in grain sizes and substantial amounts

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity (for

Plastic fines (for identification procedures see CL below)

Wide range in grain size and substantial amounts

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity (for

Plastic fines (for identification procedures see

CL below).

Identification Procedures on Fraction Smaller than NO. 40 Sieve Size identification procedures see ML below).

of all intermediate particle sizes.

identification procedures see ML below).

of all intermediate particle sizes

Silty gravels, gravel-sand-silt mixtures

Example:

D e te rm in e p e rc e n ta g e s o f g ra v e l a n d s a n d f ro m g ra in -s iz e c u rv e s ie v e s iz e c o a rs e -g ra in e d s o il s a re c la s s if ie d a s f o ll o w s

L e s s t h a n

M o re t h a n t o

G W

G P S

W S

G M

G C S

M S

B o rd e rl in e c a s e s r e q u ir in g u s e o f d u a l s y m b o ls

U s e g ra in -s iz e c u rv e i n i d e n ti fy in g t h e f ra c ti o n s a s g iv e n u n d e r fi e ld i d e n ti fi c a ti o n

Atterberg limits above "A" line with PI greater than 7

Atterberg limits below "A" line Limits plotting in hatched zone with

PI between 4 and 7 are borderline cases requiring use of dual symbols.

or PI less than 4

Not meeting all gradation requirements for SW x10

D60 u

D C =

Cc Between 1 and 3

Atterberg limits below "A" line or PI less than 4

Atterberg limits above "A" line with PI greater than 7

Not meeting all gradation requirements for GW

Above "A" line with

PI between 4 and 7 are borderline cases requiring use of dual symbols.

x10

D60 u

D C = Greater than 6

Cc Between 1 and 3

Greater than 4

For laboratory classification of fine-grained soils

Dry Strength

(Crushing characteristics)

Dilatancy

(Reaction to shaking)

Toughness

(Consistency near PL)

None to slight Quick to slow None

Medium to high None to very slow Medium

Slight to medium Slow Slight

Slight to medium Slow to none Slight to medium

High to very high None High

None to very slow Slight to medium

Readily identified by color, odor, spongy feel and frequently by fibrous texture.

Example:

L iq u id l im it g re a te r th a n

PtHighly Organic Soils Peat and other highly organic soils.

Organic clays of medium to high plasticity organic silts.

Organic silts and organic silty clays of low plasticity.

Inorganic clays of low to medium plasticity, or lean clays.

clayey silts with slight plasticity.

Medium to high

Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or

Organic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts.

Inorganic clays of high plasticity, fat clays.

gravelly clays, sandy clays, silty clays, L iq u id l im it l e s s t h a n

(Including Identification and Description)

M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e is l a rg e r th e n N o s ie v e s iz e is s m a ll e r th a n N o s ie v e s iz e th e N o s ie v e s iz e

M o re t h a n h a lf o f m a te ri a l is s m a ll e r th a n N o s ie v e s iz e

T h e N o s ie v e s iz e i s a b o u t th e s m a ll e s t p a rt ic le v is ib le t o t h e n a k e d e y e

D e p e n d in g o n p e rc e n ta g e o f fi n e s fr a c ti o n s m a ll e r th e n N o

Typical Names Group

Symbols Major Divisions

1 2 3 4

C o a rs e -g ra in e d S o il s

S a n d s

G ra v e ls

Field Identification Procedures

Information Required for

Describing Soils

Laboratory Classification

Criteria

PLASTICITY CHART

F in e -g ra in e d S o il s

S il ts a n d C la y s

U N I F I E D S O I L C L A S S I F I C A T I O N drainage characteristics cementation, moisture conditions and stratification, degree of compactness, For undisturbed soils add information on and symbol in parentheses.

pertinent descriptive information, local or geologic name and other and hardness of the coarse grains;

size, angularity, surface condition, percentages of sand and gravel, max.

Give typical name; indicate approximate alluvial sand; (SM).

well-compacted and moist in place;

nonplastic fines with low dry strength;

sand grains coarse to fine; about 15% maximum size; rounded and subangular angular gravel particles 1/2-inch Silty sand, gravelly; about 20% hard, and dry in place, loess, (ML).

numerous vertical root holes, firm small percentage of fine sand, Clayey silt, brown, slightly plastic, moisture and drainage condition.

in undisturbed and remolded states, structure, stratification, consistency For undisturbed soils add information on in parentheses.

descriptive information, and symbol geologic name, and other pertinent in wet condition, odor if any, local or maximum size of coarse grains, color character of plasticity, amount and Give typical name, indicate degree and

0 10 20 30 40 50 60 70 80 90 100

CL-ML

Toughness and Dry Strength Increase with Increasing Plasticity Index

A -L in e

P L

A S

Y I

N D

E X

LIQUID LIMIT

Comparing Soils at Equal Liquid Limit

Parting

Band

Thin Bed

Medium Bed

Thick Bed

Massive

< 0.02'

0.02' - 0.2'

0.2' - 0.5'

0.5' - 1.0'

1.0' - 2.0'

> 2.0'

TERMS FOR THICKNESS

OF BEDDING

GENERAL BEDROCK DESCRIPTION

Very soft or plastic

Soft

Moderately hard

Can be indented easily with thumb

Can be scratched with fingernail

Hard

Very hard

Difficult to scratch with knife

Cannot be scratched with knife

SCALE OF HARDNESS

TERMS FOR HARDNESS OF BEDROCK

DESCRIPTION

cannot be scratched with fingernail Can be scratched easily with knife;

BB-2-04 and BB-2-05.

slide has displaced. The site geology is shown in detail on Design Sheets BB-2-03, the which in direction same the along oriented surface, slickenside a displays and thickness in inch one-half approximately is that shale clay light-gray a block, slide the of surface failure the by underlain is This size. in inches 3 to 1 cobbles tabular sharp, into readily weathers which thick, foot 1 approximately laminated, highly shale, sandy brittle medium-gray a of consists slide the of zone failure basal The map and confirmed by the geotechnical investigation.

geologic U.S.G.S. Harlan the of contours structure the by shown as southeast, to the

2.3approximately is formation the of dip structural The zones. thin in cross-bedding angle low some with bedded, massive grained, medium to fine are that beds sandstone gray light and weathered; and soft is which shale gray thick) inch 2.0 to (0.5 thin inter-bedded with laminated; generally grained, fine to medium bedded, massive siltstone, gray medium of consists Formation Hance lower The River. Cumberland the below level a to down feet 1600 approximately of elevation upper an from extends and age in Pennsylvanian is which Group, Breathitt Lower the of Formation Hance lower the within located is area project entire The

1137.19

SANDSTONE

SILTSTONE

SANDY SHALE

SHALE

4/4/2017

CLAY

87.4 lo t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s \Q

A -L

S R -B

B -0 -0

.d g n U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

S L

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

S H

L E T

E N

N E

S S

E E

L O

Y A

L L

K Y

S L

O P

E F

U R

D E

N D

E F

N C

BB-0-01

A -L

S R -B

B -0 -0

.d g n

B E

N J

A M

R O

H R

B A

C H P

O T

E C

H I

N D

E X

W P -1

-B -0

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

1837470

1837570

C502

C506

C504D

SLIDE LIMITS

TO BE REMOVED

PORTION OF ROAD

PLANE. SEE NOTE 6

VERTICAL FAILURE

POTENTIAL NEAR

REMOVED)

CULVERT (TO BE

EXISITNG 18" CMP

CONSTRUCTION FENCING

WORK AREA LIMITS /

FENCING

CONSTRUCTION

WORK LIMITS /

PZ-C507

C508

C501D

C503

" C

M P

C505

C 1214

ACCES

S R

OAD

FENCING ENDS

CONSTRUCTION

NORTHING: EASTING:

INSTALLATION FORM

SINGLE STANDPIPE PIEZOMETER

NASHVILLE, TN

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, NASHVILLE

PROJECT:

DRILLER:

DATE:HOLE NUMBER:

INSPECTOR:

T F

NOT TO SCALE

DETAIL IS

BOTTOM OF PROTECTIVE CASING

DEPTH OF ROCK

CASING: __________________

INNER DIAMETER OF PROTECTIVE

ELEV.= ________

HINGED LOCKING CAP

TBD

TOP OF BENTONITE

BOTTOM OF BENTONITE

TOP OF RISER

ELEV.= __________

SURFACE

ELEV.= __________

DEPTH = _________

TOP OF ROCK

ELEV.= __________

TOP OF PROTECTIVE CASING

ELEV.= __________

BOH

ELEV.= __________

QUICK THREAD

FLUSH JOINT, GASKET SEALS,

SCHEDULE 40 PVC RISER,

(4.8" OD)

BE CORE DRILLED

PQ SIZED BORING TO

THICKNESS: ___________

CONCRETE PAD

1.0 FT

TBD

TOP OF SLOTTED SCREEN.

FILTER SAND TO COVER

SEAL

BENTONITE

TBD

1230.0 FT

6.0 INCHES

1158.0 FT

PZ-C507

1159.0 FT

1171.0 FT

1175.0 FT

POSTS (2)

METAL GUARD

4 FT HIGH

ELEV. 1159-1169*

10.0 FT TOTAL

APPROXIMATELY

SAND FILTER

* ALL ELEVATIONS ARE APPROXIMATE

NOTE:

ELEV. 1169-1171*

SAND PACK

ELEV. 1178-1227*

NON-SHRINK GROUT

GASKET SEALS, QUICK THREAD

WELL-SCREEN SLOTTED 0.010 INCH,

10.0 FT OF 2 INCH SCHEDULE 40 PVC

SAND CUSHION

1.0 FT

1.5 FT

BOTTOM OF SCREEN

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

S L

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

S H

L E T

E N

N E

S S

E E

BB-1-02

D E

N D

E F

N C

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

Y A

L L

K Y

S L

O P

E F

U R

A -L

S R -B

B -1 -0

.d g n

B E

N J

A M

R O

H R

B A

C H P .E

B O

G P

CONTROL POINTS.

AND PZ-C507. ELEVATIONS SHALL BE TIED TO EXISTING SURVEY

TO BE SURVEYED AT THE LOCATIONS OF BORINGS C501D, C503,

10. BEFORE EXCAVATION BEGINS SUBSIDENCE MONUMENTS ARE

9. ALL SUBSURFACE GEOLOGY IS HANCE FORMATION.

THE SLIDE AREA OR AREAS BELOW IT.

BEFORE WORKERS OR EQUIPMENT ARE ALLOWED TO ENTER

MORNING AT THE PROPOSED MONITORING WELL LOCATIONS

8. GROUNDWATER ELEVATIONS ARE TO BE CHECKED EACH

UNSTABLE CONDITIONS.

THRESHOLD FOR WATER LEVELS REPRESENTING UNSAFE OR

7. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A

CUTSLOPE WERE TO MOVE.

JOINT THAT COULD ACT AS A RELEASE PLANE IF THE EXPOSED

TOPOGRAPHIC LOW REPRESENTING A POTENTIAL STRESS RELIEF

6. LOCATION OF THE VERTICAL FAILURE PLANE IS BASED ON A

EXPOSED CUTSLOPE FAILS.

ON TOPOGRAPHY COULD ACT AS A RELEASE PLANE IF

5. POTENTIAL NEAR VERTICAL FAILURE PLANE LOCATION BASED

4. FOR PIEZOMETER SPECIFICATIONS SEE SECTIONS 33 51 39.

OF SPECIFICATIONS.

3. FOR LOGS OF BORINGS, SEE GEOTECHNICAL APPENDIX

2. FOR GEOLOGIC PROFILES SEE DRAWINGS BB-2-03 AND BB-2-04.

SOUTH 2011 U.S. SURVEY FEET. VERTICAL DATUM (NAVD) 88.

1. PROJECT IS LOCATED IN NAD 83, STATE PLANE KENTUCKY

NOTES:

W P -1

-B -0

BORING PLAN

SCALE: 1" = 10'

P lo t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s \Q

A -L

S R -B

B -1 -0

.d g n

LEGEND:

WORK AREA BOUNDARY

SLIDE BOUNDARY

DRILLING ANGLE (FROM VERTICAL)

SCALE: 1" = 10'

10' 10'

PROPOSED PIEZOMETER

POTENTIAL NEAR VERTICAL FAILURE PLANE

COREHOLE BEARING - EXISTING

VERTICAL COREHOLE - EXISTING

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

0+00 1+00

11.20

CLAY SHALE

SANDY SHALE

SHALE

CLAY SHALE

SANDY SHALE

SILTSTONE

CLAY

SILTSTONE

SANDSTONE

SANDY SHALE

SANDSTONE

SANDY SHALE

SANDSTONE

SANDY SHALE

C-501D

G.S.E. 1237.19

29.00

CASING

BOULDER

SILTSTONE

SANDSTONE

SLICKENSIDE

SILTSTONE

C-504D

G.S.E. 1210.75

1143.1

CASING

PLANE AT EL. 1164.9

BOTTOM OF FAILURE

Top of Rock

1145.2

ROCK

TOP OF

PLANE AT EL. 1162.25

BOTTOM OF FAILURE

SOFT CLAY

1+80

CLAY SHALE

SANDY SHALE

SILTSTONE

SANDY SHALE

SHALE

SANDSTONE

SANDY SHALE

SANDSTONE

SANDY SHALE

SANDSTONE

SANDY SHALE

SANDSTONE

SILTSTONE

CLAY

SILTSTONE

SANDY SHALE

SANDSTONE

SILTSTONE

SANDY SHALE

CLAY

SILTSTONE

SHALE

SILTSTONE

4/4/17

1210.6 FT

4/4/17

1162.85 FT

EXCAVATION LIMITS ELEVATION 1158.0

R U

R Q

R U

R Q

EXI

STIN

GROUNDLIN

FILL MATERIAL

ROAD BED &

OVERBURDEN

7. ALL STRATA ARE HANCE FORMATION.

OUTIDE THE THE SLIDE MASS.

6. EXCAVATION LIMIT PROVIDED FOR CLARITY EVEN THOUGH THE BORINGS ARE

AREA ARE SUBJECT TO VARY DUE TO SLIDE MOVEMENT.

5. BORINGS ARE LOCATED OUTISDE THE SLIDE AREA, RQDS WITHIN THE SLIDE

4. FOR TELEVIEWER LOGS SEE GEOTECHNICAL APPENDIX IN SPECIFICATIONS.

INDICATE THE ABSENCE OF GROUNDWATER.

EVERY HOLE FOR VARIOUS REASONS. THE ABSENCE OF A READING DOES NOT

SEPARATE OBSERVATIONS. WATER LEVEL READINGS WERE NOT TAKEN ON

DATE OTHER THAN THAT SHOWN ON THE LOGS MUST BE DETERMINED BY

STREAM STAGES, THEREFORE ACTUAL LEVEL OF GROUNDWATER ON ANY

3. GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND

WATER ELEVATION.

PASSAGE OF TIME TO PERMIT BORING TO REFLECT ACTUAL GROUND

INFLUENCED BY TRAPPED DRILLING FLUID OR AN INSUFFICIENT

SAMPLED (D), AUGER (A), AND WASHBORINGS (WB) MAY HAVE BEEN

2. WATER ELEVATIONS INDICATED ( ) IN CORE (C), DENSION (U), DRIVE

COMPLETED.

1. GROUND WATER LEVELS TAKEN 04/07/2017, TWO DAYS AFTER HOLES

NOTE:

CLAY

SANDSTONE

SILTSTONE

SANDY SHALE

SHALE

APP

ROXI

MATE

ROCK

65.7

71.1

51.9

59.3

95.2

92.7

93.3

93.9

78.6

87.4

38.5

59.1

71.1

67.3

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

S L

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

S I

P lo t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s \Q

A -L

S R -B

B -2 -0

BB-2-03

D E

N D

E F

N C

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

Y A

L L

K Y

S L

O P

E F

U R

A -L

S R -B

B -2 -0

.d g n

B E

N J

A M

R O

H R

B A

C H P

P -1

-B -0

SCALE: 1" = 20'

20'20'

G E

O L

O G

R O

E A -A

GEOLOGIC PROFILE A-A'

VERT. 1" = 10'

SCALE: HORIZ. 1" = 20'

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

18.

91.

72.

96.

78.

94.

99.

90.

WIT

H C

LAY

SANDSTONE IN

RBEDDED10.

CASIN

SANDSTONE

SIL

TONE

SANDSTONE

SIL

TONE

SANDSTONE

SIL

TONE

SANDSTONE

SIL

TONE

G.S.E. 1237.30

7.5

TOP O

F R

OCK

G.S.E. 1237.16

1145.7

1148.7

43.3

67.3

92.2

83.5

98.1

91.5

96.4

80.76

93.8

94.8

CLAY

WEATHERED

TOPSOIL &

R U

R Q

R U

R Q

R U

SOFT CLAY

11.20

CLAY SHALE

SANDY SHALE

SHALE

CLAY SHALE

SANDY SHALE

SILTSTONE

CLAY

SILTSTONE

SANDSTONE

SANDY SHALE

SANDSTONE

SANDY SHALE

SANDSTONE

SANDY SHALE

CLAY SHALE

SANDY SHALE

SILTSTONE

SANDY SHALE

SHALE

SANDSTONE

SANDY SHALE

SANDSTONE

SANDY SHALE

SANDSTONE

SANDY SHALE

SANDSTONE

SILTSTONE

CLAY

SILTSTONE

SANDY SHALE

SANDSTONE

SILTSTONE

SANDY SHALE

CLAY

SILTSTONE

SHALE

SILTSTONE

G.S.E. 1237.19

15.10

CASING

SANDSTONE

SILTSTONE

SANDY SHALE

SILTSTONE

TOP OF ROCK

7. ALL STRATA ARE HANCE FORMATION.

OUTIDE THE THE SLIDE MASS.

6. EXCAVATION LIMIT PROVIDED FOR CLARITY EVEN THOUGH THE BORINGS ARE

ARE SUBJECT TO VARY DUE TO SLIDE MOVEMENT.

5. BORINGS ARE LOCATED OUTISDE THE SLIDE AREA, RQDS WITHIN THE SLIDE AREA

DOES NOT INDICATE THE ABSENCE OF GROUNDWATER.

WERE NOT TAKEN ON EVERY HOLE FOR VARIOUS REASONS. THE ABSENCE OF A READING

ON THE LOGS MUST BE DETERMINED BY SEPARATE OBSERVATIONS. WATER LEVEL READINGS

THEREFORE ACTUAL LEVEL OF GROUNDWATER ON ANY DATE OTHER THAN THAT SHOWN

4. GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND STREAM STAGES,

GROUND WATER ELEVATION.

FLUID OR AN INSUFFICIENT PASSAGE OF TIME TO PERMIT BORING TO REFLECT ACTUAL

AUGER (A), AND WASHBORINGS (WB) MAY HAVE BEEN INFLUENCED BY TRAPPED DRILLING

3. WATER ELEVATIONS INDICATED ( ) IN CORE (C), DENSION (U), DRIVE SAMPLED (D),

2. GROUND WATER LEVEL TAKEN FROM BORING C-501D ON 04/07/2017.

SEE BORING PLAN BB-1-02.

1. ANGLED BORINGS C-502 AND C-503 ARE SHOWN AT TRUE ANGLE. FOR ACTUAL AZIMUTH,

NOTES:

0 200100200 100

95.2

92.7

93.3

93.9

78.6

87.4

38.5

59.1

71.1

67.3

CLAY

SANDSTONE

SILTSTONE

SANDY SHALE

SHALE

EXCAVATION LIMITS ELEVATION 1158.0

1,210

1,220

1,230

1,240

1,140

1,150

1,160

1,170

1,180

1,190

1,200

1,210

1,220

1,230

1,240

E L E

V A

N I

N F

E E

T N .G .V .D

E L E

V A

N I

N F

E E

T N .G .V .D

1,140

1,150

1,160

1,170

1,180

1,190

1,200

APPROXIMATE T

OP OF ROCK

C-503 N 1837542.13 E 2342077.602

07 APR 17

C-501D N 1837530.53 E 2342100.7797

05 APR 17

C-502

N 1837528.3517 E 2342111.2217

08 APR 17

4/4/14

1210.6 FT

t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s

A -L

S R -B

B -2 -0

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

S L

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

S H

L E T

E N

N E

S S

E E

BB-2-04

D E

N D

E F

N C

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

Y A

L L

K Y

S L

O P

E F

U R

A -L

S R -B

B -2 -0

.d g n

B O

G C

R O

S S S

E C

N B -B

P -1

-B -0

CROSS SECTION B-B'

BOREHOLES: C503, C501D, C502

VERT. : 1"= 5' - 0"

SCALE: HORIZ.: 1"= 10' - 0" 0

SCALE: 1" = 10'

10'10'

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

0 1+00 1+90

1143.1

7.8

APPROXIMATE TOP OF ROCK

APP

ROXIM

ATE

TOP O

F R

OCK

65.7

71.1

51.9

59.3

76.

78.

86.

80.

92.

95.

25.

94.

54.

82.

87.

98.

84.

EXCAVATION LIMITS ELEVATION 1158.0

1,140

1,150

1,160

1,170

1,180

1,190

1,200

1,210

1,220

E L E

V A

N I

N F

E E

T N .G .V .D

1,140

1,150

1,160

1,170

1,180

1,190

1,200

1,210

1,220

E L E

V A

N I

N F

E E

T N .G .V .D

CASIN

MATE

RIA

L, F

ILL

MATE

RIA

ASP

HALT

& R

OAD B

MATERIAL, FILL MATERIAL

ASPHALT & ROAD BED

R U

R Q

R U

R Q

R U

R Q

C-505 N 1837419.89 E 2342052.99

12 APR 17

4/4/17

1162.85 FT

29.00

CASING

BOULDER

SILTSTONE

SANDSTONE

SLICKENSIDE

SILTSTONE

G.S.E. 1210.75

19.

CASIN

CLAY

SIL

TONE

SANDSTONE

SLIC

KENSID

E Z

ONE

SLIC

KENSID

SIL

TONE

G.S .E.

11.

9.6

26.

CLAY

SIL

TONE

SANDSTONE

SIL

TONE

G.S .E.

14.

TOP O

F R

OCK

TOP O

F R

OCK

TOP OF ROCK

C-504D

N 1837402.19 E 2342036.67

04 APR 17

C-506 N 1837412.7 E 2342039.9

13 APR 17

7. ALL STRATA ARE HANCE FORMATION.

BORINGS ARE OUTIDE THE THE SLIDE MASS.

6. EXCAVATION LIMIT PROVIDED FOR CLARITY EVEN THOUGH THE

THE SLIDE AREA ARE SUBJECT TO VARY DUE TO SLIDE MOVEMENT.

5. BORINGS ARE LOCATED OUTISDE THE SLIDE AREA, RQDS WITHIN

INDICATE THE ABSENCE OF GROUNDWATER.

VARIOUS REASONS. THE ABSENCE OF A READING DOES NOT

WATER LEVEL READINGS WERE NOT TAKEN ON EVERY HOLE FOR

LOGS MUST BE DETERMINED BY SEPARATE OBSERVATIONS.

GROUNDWATER ON ANY DATE OTHER THAN THAT SHOWN ON THE

RAINFALL AND STREAM STAGES, THEREFORE ACTUAL LEVEL OF

4. GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH

WATER ELEVATION.

PASSAGE OF TIME TO PERMIT BORING TO REFLECT ACTUAL GROUND

INFLUENCED BY TRAPPED DRILLING FLUID OR AN INSUFFICIENT

SAMPLED (D), AUGER (A), AND WASHBORINGS (WB) MAY HAVE BEEN

3. WATER ELEVATIONS INDICATED ( ) IN CORE (C), DENSION (U), DRIVE

2. GROUND WATER LEVEL TAKEN FROM BORING C-504 ON 04/07/2017.

FOR ACTUAL AZIMUTH, SEE BORING PLAN BB-1-02.

1. ANGLED BORINGS C-505 AND C-506 ARE SHOWN AT TRUE ANGLE.

NOTES:

FIL

L M

ATE

RIA

ROAD B

ED M

ATE

RIA

L, CLAY

SANDSTONE

SILTSTONE

SANDY SHALE

SHALE

t T im e

P lo t

D a te

F il e N a m e

/2 c u s e rs \h e c x a ld \p w w o rk \c e lr n \d m s

A -L

S R -B

B -2 -0

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

S L

E R

E M

E D

B R

U C

E R

O G

E R

S P .G

A L

D M

S E

A N

S H

L E T

E N

N E

S S

E E

BB-2-05

D E

N D

E F

N C

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

Y A

L L

K Y

S L

O P

E F

U R

A -L

S R -B

B -2 -0

.d g n

B O

G C

R O

S S S

E C

N C -C

P -1

-B -0

BOREHOLES: C504, C506, C505

CROSS SECTION C-C'

VERT. : 1"= 5' - 0"

SCALE: HORIZ.: 1"= 10' - 0"

SCALE: 1" = 10'

10'10'

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T…

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