Attachment G-1596603dwg08of11_V-B.pdf

U N

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K

G

G

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G

G

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G

G G

G

G

G

G

B

B

SP

Elec.

Box

B

B

SP

B

Elec.

Box

B B

B B

B

B

B

MH

MH

AC

MH

PT

B

AC

B

B

B

B

B

B

B

B

B

B

B

B

B

Elec.

Box

B

B

B

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UGE

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UGE

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U T

U G

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U G

E

U G

E

W

W

W

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H

W

O

H

W

OHW

BH

B-10

BH

B-12

BH

B-13

BH

B-11

BH

B-09

BH

B-07 OFFSET

B

H

B

BH

B-05

BH

B-06

BH

B-03

BH

B-02

BH

B-04

BH

B-01

BH

B-08

#11 smag

#18

SMAG

TBM - CONTROL POINTS

POINT No.

NORTHING

1309910.5990

1308899.8229

EASTING

3028405.2568

3028383.3995

ELEVATION

533.47

532.73

DESCRIPTION

smag

SMAG

BORING TABLE

POINT #

10014

10012

10011

10013

10009

10010

10008

10007

10015

10006

10002

10005

10003

10004

NORTHING

1308770.4466

1308939.7610

1308923.7280

1309049.1156

1309142.1265

1309144.7292

1309238.5367

1309235.0169

1309340.3782

1309341.6799

1309468.4824

1309628.2663

1309717.7085

1309889.2093

EASTING

3028449.6836

3028385.3922

3028497.7222

3028405.8978

3028361.2692

3028484.5583

3028386.8915

3028383.5278

3028365.6982

3028474.9812

3028406.1239

3028397.4054

3028438.6663

3028404.7685

ELEVATION

532.63

532.55

532.26

533.00

533.06

532.21

533.29

533.04

532.64

530.68

532.09

531.81

531.29

533.07

DESCRIPTION

B-01

B-02

B-03

B-04

B-05

B-06

B-07

B-07 OFFSET

B-08

B-09

B-10

B-11

B-12

B-13

SCALE 1"=100'

100 50 0 100

LEGEND:

TV RISER-BOX

ELEC. RISER-BOX

PHONE RISER-BOX

GAS RISER-BOX

Gas

Elec.

Box

TV

Rsr.

Rsr.

Tel.

SPRINKLER

SPR. HOOKUP

SAN SEWER LINE

STORM SEWER LINE

UNDER TELEPHONE

OVERHEAD WIRES

UNDER ELEC.

UNDER GAS LINE

SAN

ST

UT

GAS

UGE

OHW

FIRE MAIN POST

GAS METER

ELEC. METER

SHRUB

DECID. TREE

POST

PHONE VAULT

ELEC. VAULT

FENCE

GUARDRAIL

SIGN

R.O.W. MON.

MONITORING WELL

BOLLARD

BORE HOLE

DOWNSPOUT

GATE POST

POLE

PARKING BLOCK

T-POST

PARKING SPACES

AC UNIT

VALVE VAULT

STEAM VAULT

TRANSFORMER

RECORDED B&D

MEASURED B&D

CALCULATED B&D

PROPORTIONAL DIST.

ABOVE GROUND

BELOW GROUND

WM

FD RR SPIKE

SET MAG NAIL

FD STONE

SET RR SPIKE

FD PIPE

SET NAIL

FD NAIL

FD MAG NAIL

SET REBAR

FD REBAR

SET HUB/TACK

SET HARRISON MON.

FD HARRISON MON.

SET DRILL HOLE

SET CHISELED X

FD CHISELED X

FD COT GIN SPDLE

FD BRASS DISK

FD AXLE

CLEANOUT

GAS VALVE

WATER VALVE

FIRE HYDRANT

ELECTRIC MH

STEAM MH

PHONE MH

WATER MH

STORM MH

SANITARY MH

MANHOLE

CURB INLET

CATCH BASIN

GUY WIRE

UTILITY POLE

LIGHT POLE

SIGNAL POLE

GV

BH

DS

E

EV

X

SH

GM

MB

P

PV

X

H T

STV

T

B.G.

A.G.

(PROP)

(C)

(M)

(R)

AC

VV

T

B

R/W

Mon.

X X

SP

FH

CO

EM

STE

PH

ST

SA

MH

YARD LIGHT

G

UNDER FIBER OPTIC

UFO

UNDER COMM. LINE

COM

MAILBOX

END OF INFORMATIONEOI

W

UNDER WATER LINE

SPIGOT

S

WOOD POST

W

TOP OF CASTING

REINFORCED CONCRETE PIPE

POLYVINYL CHLORIDE PIPE

CORRUGATED PLASTIC PIPE

TC

CPP

PVC

RCP

INVERTINV

SI WITCAP -

" REBAR SET W/ RED "WITNESS" CAP

SMAG - MAG NAIL SET

FFE - FINISHED FLOOR ELEVATION

CONTROL POINTS:

HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000, Indiana State Plane Coordinates Zone West, U.S. Survey Feet.

VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.

UTILITY NOTES:

1. UNLESS OTHERWISE NOTED, UTILITY LOCATIONS HAVE BEEN VERIFIED

TO MEET QUALITY LEVEL B AS PER 811 TICKET NO. 1807311451 AND

1807311487 DATED 7/31/18 AND BY PRIVATE SUBSURFACE UTILITY

ENGINEERING (SUE) PERFORMED BY CARDNO, INC.

2. EOI STANDS FOR "END OF INFORMATION", FROM LOSS OF SIGNAL ON A

PARTICULAR FACILITY. CAN BE DUE TO A BROKEN TRACER WIRE, A

FACILITY GOING FROM METALLIC TO PLASTIC, OR AN UNTONABLE

FACILITY WITH NO TRACER WIRE.

(APPROXIMATE LOCATION)

LOCATION MAP

NOT TO SCALE

DEPOT BOUNDARY

V1022

V1032

V1042

BRCJ Job# 9841B

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

12/18/19

G

G

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G

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B

SP

Elec.

Box

B

B

SP

B

Elec.

Box

B B

B B

B

B

B

MH

MH

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WM

FH

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532.26'

#1247 - TIP OF FROG

N: 1308482.2109

E: 3028452.9432

FFE

534.23'

FFE

534.22'

2.5'X2.5' LID TC = 533.50'

ACCESS TO CHAMBER BENEATH SCALE

FLOOR ELEVATION = 526.92'

2.5X2.5' LID TC = 533.51'

ACCESS TO CHAMBER BENEATH SCALE

FLOOR ELEVATION = 527.91'

24" CMP

INV = 516.02'

24" CMP

INV = 531.87'

24" CMP

INV = 531.90'

12" CMP

INV = 532.04'

12" CMP

INV = 531.39'

H

W

Y

A

S

P

H

A

L

T

GRAVEL

CONC.

G

R

A

V

E

L

GRAVEL

ASPHALT

EXISTING

RAILROAD TRACKS

S C

A L E

R A

M P

R A

M P

CONCRETE

BARRIERS

CONCRETE

BARRIERS

CONCRETE

BARRIERS

GRAVEL

PILE

S T

S T

S T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S T

S

T

10" CMP UNDER OLD

DRIVE ENTRANCE.

PIPE IS BURIED AND

NOT IN USE.

10" CMP

INV = 539.10'

24" CMP

INV = 528.81'

24" CMP

INV = 513.15'

18" CMP

INV = 526.56'

18" CMP APPEARS BURIED

WITH TOP

OF HEADWALL VISIBLE.

GATE

MOTOR

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

UGE

U

G

E

U G

E

U

G

E

U

G

E

U

G

E

U G

E

U

G

E

UGE

UGE

U

G

E

U G

E

U G

E

U G

E

UGE

U G

E

U

G

E

U

G

E

U

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E

U

T

UT UT

U T

U T

U T

U T

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W

W

W

W

SIGN

CONCRETE

BARRIER

531.40'

#1195 - ℄ TRACK @ T.R.

N: 1308413.7663

E: 3028446.9236

531.96'

#1198 - POINT OF SWITCH

N: 1308413.5848

E: 3028449.5350

ASPHALT

MINI

BARN

WETLAND

O

H

W

O

H

W

O

H

W

OHW

OHW

OHW

OHW

EOI

EOI

B-03

BH

B-01

2.5'X2.5' CATCH BASIN

TC = 533.54'

DRAINS INTO CHAMBER

FLOOR = 528.14'

CATCH BASIN TC = 530.85'

E 18" CMP TOP = 529.01'

W 18" CMP TOP = 529.10'

#18

SMAG

TBM - CONTROL POINTS

POINT No.

NORTHING

1309910.5990

1308899.8229

EASTING

3028405.2568

3028383.3995

ELEVATION

533.47

532.73

DESCRIPTION

smag

SMAG

SCALE 1"=30'

30 15 0 30

LEGEND:

TV RISER-BOX

ELEC. RISER-BOX

PHONE RISER-BOX

GAS RISER-BOX

Gas

Elec.

Box

TV

Rsr.

Rsr.

Tel.

SPRINKLER

SPR. HOOKUP

SAN SEWER LINE

STORM SEWER LINE

UNDER TELEPHONE

OVERHEAD WIRES

UNDER ELEC.

UNDER GAS LINE

SAN

ST

UT

GAS

UGE

OHW

FIRE MAIN POST

GAS METER

ELEC. METER

SHRUB

DECID. TREE

POST

PHONE VAULT

ELEC. VAULT

FENCE

GUARDRAIL

SIGN

R.O.W. MON.

MONITORING WELL

BOLLARD

BORE HOLE

DOWNSPOUT

GATE POST

POLE

PARKING BLOCK

T-POST

PARKING SPACES

AC UNIT

VALVE VAULT

STEAM VAULT

TRANSFORMER

RECORDED B&D

MEASURED B&D

CALCULATED B&D

PROPORTIONAL DIST.

ABOVE GROUND

BELOW GROUND

WM

FD RR SPIKE

SET MAG NAIL

FD STONE

SET RR SPIKE

FD PIPE

SET NAIL

FD NAIL

FD MAG NAIL

SET REBAR

FD REBAR

SET HUB/TACK

SET HARRISON MON.

FD HARRISON MON.

SET DRILL HOLE

SET CHISELED X

FD CHISELED X

FD COT GIN SPDLE

FD BRASS DISK

FD AXLE

CLEANOUT

GAS VALVE

WATER VALVE

FIRE HYDRANT

ELECTRIC MH

STEAM MH

PHONE MH

WATER MH

STORM MH

SANITARY MH

MANHOLE

CURB INLET

CATCH BASIN

GUY WIRE

UTILITY POLE

LIGHT POLE

SIGNAL POLE

GV

BH

DS

E

EV

X

SH

GM

MB

P

PV

X

H T

STV

T

B.G.

A.G.

(PROP)

(C)

(M)

(R)

AC

VV

T

B

R/W

Mon.

X X

SP

FH

CO

EM

STE

PH

ST

SA

MH

YARD LIGHT

G

UNDER FIBER OPTIC

UFO

UNDER COMM. LINE

COM

MAILBOX

END OF INFORMATIONEOI

W

UNDER WATER LINE

SPIGOT

S

WOOD POST

W

TOP OF CASTING

REINFORCED CONCRETE PIPE

POLYVINYL CHLORIDE PIPE

CORRUGATED PLASTIC PIPE

TC

CPP

PVC

RCP

INVERTINV

SI WITCAP -

" REBAR SET W/ RED "WITNESS" CAP

SMAG - MAG NAIL SET

FFE - FINISHED FLOOR ELEVATION

LOCATION MAP

NOT TO SCALE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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X

X

X

X

X X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

CONTROL POINTS:

HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000, Indiana State Plane Coordinates Zone West, U.S. Survey Feet.

VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.

UTILITY NOTES:

1. UNLESS OTHERWISE NOTED, UTILITY LOCATIONS HAVE BEEN VERIFIED

TO MEET QUALITY LEVEL B AS PER 811 TICKET NO. 1807311451 AND

1807311487 DATED 7/31/18 AND BY PRIVATE SUBSURFACE UTILITY

ENGINEERING (SUE) PERFORMED BY CARDNO, INC.

2. EOI STANDS FOR "END OF INFORMATION", FROM LOSS OF SIGNAL ON A

PARTICULAR FACILITY. CAN BE DUE TO A BROKEN TRACER WIRE, A

FACILITY GOING FROM METALLIC TO PLASTIC, OR AN UNTONABLE

FACILITY WITH NO TRACER WIRE.

BRCJ Job# 9841B

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

U N

K U

N K

U N

K

U N

K

U

N

K

U

N

K

U

N

K

AC

MH

P T

B

AC

B

B

B

B

B

B

B B

B

B

B

B

B

Elec.

Box

B

B

B

P T

P T

FH

PV

MH

S T

S T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

U G

E

U G

E

U G

E

U

FO

U

FO

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

U F

O

U F

O

U F

O

U F

O

U F

O

U F

O

U F

O

U F

O

U F

O

U F

O

U F

O

U F

O

U F

O

U

FO

U

FO

U F

O

UFO

U

F O

G A

S

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

FFE

532.82'

FFE

532.79'

FFE

532.86'

SAN MANHOLE TC = 534.18'

N 4" PVC INV = 528.58'

S 3" PVC INV = 529.58'

FORCEMAIN TO SOUTH - NOT TRACEABLE

FFE = 532.84'

FFE

532.79'

FFE

532.76'

FFE

532.77'

FFE

532.77'

FFE = 532.85'

23'X9' UNDERGROUND

CHAMBER FFE = 535.40'

14" CMP

INV = 545.06'

24" CMP

INV = 540.29'

24" CLAY

INV = 528.08'

16" CMP

INV = 566.08'

8" CMP

INV = 552.45'

8" CMP

INV = 554.19'

GRAVEL

ASPHALT

A

S

P

H

A

L

T

CONC.

CONC.

CONC.

RAILROAD

EXISTING RAILROAD TRACKS

R A

M P

CONCRETE

BARRIERS

CONCRETE

BARRIERS

CONCRETE

BARRIERS

ST

AREA EXCAVATED

FOR SOIL

REMEDIATION

AT TIME OF SURVEY.

ELEVATIONS

INTERPRETED FROM

PERIMETER SHOTS

AREA EXCAVATED

FOR SOIL REMEDIATION

AT TIME OF SURVEY.

ELEVATIONS INTERPRETED

FROM PERIMETER SHOTS

EM

EM

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

S T

S T

S T

X

X

X

X

X

X

X

AREA EXCAVATED FOR SOIL

REMEDIATION AT TIME OF

SURVEY.

ELEVATIONS INTERPRETED

FROM PERIMETER SHOTS.

18" CMP

INV = 527.92'

U G

E

U G

E

U

G

E

U

G

E

U

G

E

U T

U T

GAS

G A

S

U T

U T

U T

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

W

W

W

W

W

W

W

W

W

UNKNOWN PIPE

TRANSITION

S T

6" PVC PIPE W/ CONC. LID

2.2' ABOVE GROUND

GRD = 533.16'

4" PVC INV = 526.64'

S T

CATCH BASIN W/ SOLID LID

TC = 532.35'

S 6" CLAY INV = 531.11'

W 6" CLAY INV = 531.25'

GRAVEL

4'X3' ELEC.

VAULT

(BROKEN)

POSTS

18" CMP

INV = 530.40'

SWITCH

SWITCH

TIE

WETLAND

WETLAND

S A

N

S A

N

OHW

O

H

W

O

H

W

O H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

OHW

OHW

CONCRETE

BARRIERS

EOI

ASSUMED LOCATION

OF MISSING OR BURIED

RAILROAD TRACKS

NOT FIELD LOCATED

BH

B-10

BH

B-09

BH

B-07 OFFSET

B

H

B

BH

B-05

BH

B-06

BH

B-03

BH

B-02

BH

B-04

BH

B-08

RECTANGULAR CATCH BASIN TC = 531.34'

E 12" CMP INV = 530.80'

CATCH BASIN

TC = 532.15'

N 12" CONC.

INV = 530.31'

CATCH BASIN TC = 531.82'

N 12" CONC. INV = 529.62'

E 12" CONC. INV = 529.32'

S 12" CONC. INV = 529.79'

W 12" CMP INV = 529.47'

CATCH BASIN W/ SOLID LID

TC = 532.42'

N 6" CLAY INV = 530.85'

E 6" CLAY INV = 530.41'

4'X3'

CATCH BASIN

TC = 532.59'

E 6" STEEL

INV = 531.09'

2'x2'CATCH BASIN

TC = 531.87'

NW 24" CLAY

INV = 526.95'

SE 24" CMP

INV = 526.72'

NE 15" CLAY

INV = 527.32'

TBM - CONTROL POINTS

POINT No.

NORTHING

1309910.5990

1308899.8229

EASTING

3028405.2568

3028383.3995

ELEVATION

533.47

532.73

DESCRIPTION

smag

SMAG

SCALE 1"=30'

30 15 0 30

LOCATION MAP

NOT TO SCALE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

LEGEND:

TV RISER-BOX

ELEC. RISER-BOX

PHONE RISER-BOX

GAS RISER-BOX

Gas

Elec.

Box

TV

Rsr.

Rsr.

Tel.

SPRINKLER

SPR. HOOKUP

SAN SEWER LINE

STORM SEWER LINE

UNDER TELEPHONE

OVERHEAD WIRES

UNDER ELEC.

UNDER GAS LINE

SAN

ST

UT

GAS

UGE

OHW

FIRE MAIN POST

GAS METER

ELEC. METER

SHRUB

DECID. TREE

POST

PHONE VAULT

ELEC. VAULT

FENCE

GUARDRAIL

SIGN

R.O.W. MON.

MONITORING WELL

BOLLARD

BORE HOLE

DOWNSPOUT

GATE POST

POLE

PARKING BLOCK

T-POST

PARKING SPACES

AC UNIT

VALVE VAULT

STEAM VAULT

TRANSFORMER

RECORDED B&D

MEASURED B&D

CALCULATED B&D

PROPORTIONAL DIST.

ABOVE GROUND

BELOW GROUND

WM

FD RR SPIKE

SET MAG NAIL

FD STONE

SET RR SPIKE

FD PIPE

SET NAIL

FD NAIL

FD MAG NAIL

SET REBAR

FD REBAR

SET HUB/TACK

SET HARRISON MON.

FD HARRISON MON.

SET DRILL HOLE

SET CHISELED X

FD CHISELED X

FD COT GIN SPDLE

FD BRASS DISK

FD AXLE

CLEANOUT

GAS VALVE

WATER VALVE

FIRE HYDRANT

ELECTRIC MH

STEAM MH

PHONE MH

WATER MH

STORM MH

SANITARY MH

MANHOLE

CURB INLET

CATCH BASIN

GUY WIRE

UTILITY POLE

LIGHT POLE

SIGNAL POLE

GV

BH

DS

E

EV

X

SH

GM

MB

P

PV

X

H T

STV

T

B.G.

A.G.

(PROP)

(C)

(M)

(R)

AC

VV

T

B

R/W

Mon.

X X

SP

FH

CO

EM

STE

PH

ST

SA

MH

YARD LIGHT

G

UNDER FIBER OPTIC

UFO

UNDER COMM. LINE

COM

MAILBOX

END OF INFORMATIONEOI

W

UNDER WATER LINE

SPIGOT

S

WOOD POST

W

TOP OF CASTING

REINFORCED CONCRETE PIPE

POLYVINYL CHLORIDE PIPE

CORRUGATED PLASTIC PIPE

TC

CPP

PVC

RCP

INVERTINV

SI WITCAP -

" REBAR SET W/ RED "WITNESS" CAP

SMAG - MAG NAIL SET

FFE - FINISHED FLOOR ELEVATION

CONTROL POINTS:

HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000, Indiana State Plane Coordinates Zone West, U.S. Survey Feet.

VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.

UTILITY NOTES:

1. UNLESS OTHERWISE NOTED, UTILITY LOCATIONS HAVE BEEN VERIFIED

TO MEET QUALITY LEVEL B AS PER 811 TICKET NO. 1807311451 AND

1807311487 DATED 7/31/18 AND BY PRIVATE SUBSURFACE UTILITY

ENGINEERING (SUE) PERFORMED BY CARDNO, INC.

2. EOI STANDS FOR "END OF INFORMATION", FROM LOSS OF SIGNAL ON A

PARTICULAR FACILITY. CAN BE DUE TO A BROKEN TRACER WIRE, A

FACILITY GOING FROM METALLIC TO PLASTIC, OR AN UNTONABLE

FACILITY WITH NO TRACER WIRE.

BRCJ Job# 9841B

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X X

X

X

X

X

GRAVEL

EXISTING

RAILROAD TRACKS

G R

A V

E L

R A

IL

R

O A

D

AREA EXCAVATED APPROX. 1 FOOT

TO GATHER SOIL SAMPLES. ALL OF

THIS AREA HAS BEEN FILLED IN, BUT

HAS BEEN NOTED AS DISTURBED.

OHW

OVERHEAD WIRE

ON GROUND

OVERHEAD WIRE

CUT AT THIS POLE

BH

B-12

BH

B-13

BH

B-11

#11 smag

TBM - CONTROL POINTS

POINT No.

NORTHING

1309910.5990

1308899.8229

EASTING

3028405.2568

3028383.3995

ELEVATION

533.47

532.73

DESCRIPTION

smag

SMAG

SCALE 1"=30'

30 15 0 30

LOCATION MAP

NOT TO SCALE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

LEGEND:

TV RISER-BOX

ELEC. RISER-BOX

PHONE RISER-BOX

GAS RISER-BOX

Gas

Elec.

Box

TV

Rsr.

Rsr.

Tel.

SPRINKLER

SPR. HOOKUP

SAN SEWER LINE

STORM SEWER LINE

UNDER TELEPHONE

OVERHEAD WIRES

UNDER ELEC.

UNDER GAS LINE

SAN

ST

UT

GAS

UGE

OHW

FIRE MAIN POST

GAS METER

ELEC. METER

SHRUB

DECID. TREE

POST

PHONE VAULT

ELEC. VAULT

FENCE

GUARDRAIL

SIGN

R.O.W. MON.

MONITORING WELL

BOLLARD

BORE HOLE

DOWNSPOUT

GATE POST

POLE

PARKING BLOCK

T-POST

PARKING SPACES

AC UNIT

VALVE VAULT

STEAM VAULT

TRANSFORMER

RECORDED B&D

MEASURED B&D

CALCULATED B&D

PROPORTIONAL DIST.

ABOVE GROUND

BELOW GROUND

WM

FD RR SPIKE

SET MAG NAIL

FD STONE

SET RR SPIKE

FD PIPE

SET NAIL

FD NAIL

FD MAG NAIL

SET REBAR

FD REBAR

SET HUB/TACK

SET HARRISON MON.

FD HARRISON MON.

SET DRILL HOLE

SET CHISELED X

FD CHISELED X

FD COT GIN SPDLE

FD BRASS DISK

FD AXLE

CLEANOUT

GAS VALVE

WATER VALVE

FIRE HYDRANT

ELECTRIC MH

STEAM MH

PHONE MH

WATER MH

STORM MH

SANITARY MH

MANHOLE

CURB INLET

CATCH BASIN

GUY WIRE

UTILITY POLE

LIGHT POLE

SIGNAL POLE

GV

BH

DS

E

EV

X

SH

GM

MB

P

PV

X

H T

STV

T

B.G.

A.G.

(PROP)

(C)

(M)

(R)

AC

VV

T

B

R/W

Mon.

X X

SP

FH

CO

EM

STE

PH

ST

SA

MH

YARD LIGHT

G

UNDER FIBER OPTIC

UFO

UNDER COMM. LINE

COM

MAILBOX

END OF INFORMATIONEOI

W

UNDER WATER LINE

SPIGOT

S

WOOD POST

W

TOP OF CASTING

REINFORCED CONCRETE PIPE

POLYVINYL CHLORIDE PIPE

CORRUGATED PLASTIC PIPE

TC

CPP

PVC

RCP

INVERTINV

SI WITCAP -

" REBAR SET W/ RED "WITNESS" CAP

SMAG - MAG NAIL SET

FFE - FINISHED FLOOR ELEVATION

CONTROL POINTS:

HORIZONTAL DATUM: Reference Frame NAD 83(2011) Epoch 2010.0000, Indiana State Plane Coordinates Zone West, U.S. Survey Feet.

VERTICAL DATUM: NAVD88 (Computed using Geoid 12A), U.S. Survey Feet.

UTILITY NOTES:

1. UNLESS OTHERWISE NOTED, UTILITY LOCATIONS HAVE BEEN VERIFIED

TO MEET QUALITY LEVEL B AS PER 811 TICKET NO. 1807311451 AND

1807311487 DATED 7/31/18 AND BY PRIVATE SUBSURFACE UTILITY

ENGINEERING (SUE) PERFORMED BY CARDNO, INC.

2. EOI STANDS FOR "END OF INFORMATION", FROM LOSS OF SIGNAL ON A

PARTICULAR FACILITY. CAN BE DUE TO A BROKEN TRACER WIRE, A

FACILITY GOING FROM METALLIC TO PLASTIC, OR AN UNTONABLE

FACILITY WITH NO TRACER WIRE.

BRCJ Job# 9841B

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-01

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1308770

3028450

Weather

Temp.

Clear

90° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

CRUSHED STONE

SAND AND GRAVEL (fill)

CL, LEAN CLAY, stiff to hard, brown to gray, silty below 6 ft (fill)

WEATHERED SANDSTONE

End of Boring at 10 ft

AS-1

SS-1

SS-2

SS-3

SS-4

No.

T y p e

Rec Blow

% Counts

Depth ft Elev

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf

PID

ppm %

W

SOIL PROPERTIES

qu

LL PL PI

0.9 ---

>4

2 0.1 16.8 33 20 13

24.20.0

0.0

0.2

18.9

18.8

20 3-5-5-4

6-5-3-3

3-3-3-2

2-3-3-5

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/6/19

End

8/6/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

NW

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-02

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1308940

3028385

Weather

Temp.

Clear

90° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

No.

T y p e

Rec Blow

% Counts

Depth ft Elev

SAMPLE

AS-1

SS-1

SS-2

SS-3

SS-4

50 9-3-2-4

3-3-3-5

3-5-6-8

3-3-6-7

CRUSHED STONE

SAND AND GRAVEL (fill)

CL, LEAN CLAY, stiff to very stiff, brown to gray, with silt, coal/cinders near 7 ft (fill)

WEATHERED SANDSTONE

End of Boring at 10 ft

DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf

PID

ppm %

W

SOIL PROPERTIES

qu

LL PL PI

0.1 ---

2 0.0 23.2

22.20.0

0.0

0.0

17.2

19.6

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/6/19

End

8/6/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

NW

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-02A

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1308940

3028385

Weather

Temp.

Clear

90° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

No.

T y p

Rec Blow

% Counts

Depth ft Elev

SAMPLE

e

DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf pcf %

W

SOIL PROPERTIES

qu

LL PL PI

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/7/19

End

8/7/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling Completion After Drilling

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

Blank drilled to 2 ft at an offset location from boring B-2

CL, LEAN CLAY, medium to stiff, brown

End of Boring at 4 ft

ST-1 85

1.5

0.5

102.7 22.2 γd

P

M

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

GENERAL SHEET NOTES

1. SEE SHEETS C1312 TO C1342 FOR BORING LOCATIONS.

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-03

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1308924

3028498

Weather

Temp.

Cloudy

90° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

No.

T y p e

Rec Blow

% Counts

Depth ft Elev

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf

PID

ppm %

W

SOIL PROPERTIES

qu

LL PL PI

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/6/19

End

8/6/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

NW

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

AS-1

SS-1

SS-2

SS-3

SS-4

60 5-5-5-7

4-3-3-6

6-7-4-2

2-2-4-6

CRUSHED STONE

SAND AND GRAVEL (fill)

CL, LEAN CLAY, very stiff, brown to gray, trace coarse sand, mottled, wood fragments near 7 ft and 10 ft (fill)

End of Boring at 10 ft

0.6 ---

2 0.1

21.80.1

0.1

1.1

20.1

15.9

1.72 ---

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-04

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309049

3028406

Weather

Temp.

Clear

80° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

No.

T y p

Rec Blow

% Counts

Depth ft Elev

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf

PID

ppm %

W

SOIL PROPERTIES

qu

LL PL PI

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/6/19

End

8/6/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

Completion

NW

24 hrs

After Drilling

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

AS-1

SS-1

SS-2

SS-3

40 10-6-6-3

6-4-2-2

50/.2

CRUSHED STONE

End of Boring at 6.2 ft

1.9 ---

0.0

27.90.3

0.4

SAND AND GRAVEL (fill)

SP-SM, SILTY SAND, loose, brown (fill)

CL, LEAN CLAY, stiff, brown, mottled (fill)

CONCRETE, metal fragments* (fill)

Auger refusal at 6.2 ft

*Possible former building foundation e

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-05

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309142

3028361

Weather

Temp.

Clear

80° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

SAMPLE

No.

T y p

Rec Blow

% Counts

Depth ft Elev e

AS-1

SS-1

SS-2

SS-3

SS-4

25 20-6-4-3

2-4-3-4

5-4-5-7

10-8-6-12

CRUSHED STONE

SAND AND GRAVEL (fill)

CL, LEAN CLAY, stiff to very stiff, brown to gray, mottled, brick fragments near 5.5 ft, with silt below 6 ft, weathered sandstone near 10 ft

(fill)

End of Boring at 10 ft

DESCRIPTION/CLASSIFICATION

and REMARKS

SOIL PROPERTIES

qp tsf tsf

PID

ppm %

W qu

LL PL PI

1.3 ---

0.0

23.00.0

0.0

0.0

19.9

17.5

31 19 12

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/6/19

End

8/6/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

NW

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

P

M

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

GENERAL SHEET NOTES

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-06

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309145

3028485

Weather

Temp.

Cloudy

90° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS

SOIL PROPERTIES

No.

T y p e

Rec Blow

% Counts

Depth ft Elev qp tsf tsf

PID

ppm %

W qu

LL PL PI

AS-1

SS-1

SS-2

SS-3

SS-4

50 4-5-5-3

3-3-5-8

4-4-6-7

3-2-2-4

0.6 ---

2 0.0

30.10.0

0.0

1.0

17.9

22.8

1/2

2.01 ---

CRUSHED STONE

SAND AND GRAVEL (fill)

CL, LEAN CLAY, trace gravel, very stiff, brown to gray, mottled, coal fragments near 8 ft

(fill)

End of Boring at 10 ft

ML, SANDY SILT, medium stiff, gray, wood fragments near 9.7 ft

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/6/19

End

8/6/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

NW

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-07

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309235

3028384

Weather

Temp.

Clear

80° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS

SOIL PROPERTIES

No.

T y p e

Rec Blow

% Counts

Depth ft Elev qp tsf tsf

PID

ppm %

W qu

LL PL PI

AS-1

SS-1

SS-2

50 19-14-7-4

0 2-4-4-12

CRUSHED STONE

SAND AND GRAVEL, concrete fragments near 6 ft* (fill)

End of Boring at 10 ft

Auger refusal at 6 ft

*Possible former building foundation

14.7

2.0

1.2

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/6/19

End

8/6/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

NW

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-08

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309340

3028366

Weather

Temp.

Cloudy

80° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS

SOIL PROPERTIES

No.

T y p e

Rec Blow

% Counts

Depth ft Elev qp tsf tsf

PID

ppm %

W qu

LL PL PI

AS-1

SS-1

SS-2

SS-3

SS-4

50 4-2-3-3

2-1-3-4

2-2-3-2

9-15-20-50/.2

CRUSHED STONE

SAND AND GRAVEL (fill)

CL, LEAN CLAY, medium stiff to very stiff, moist, brown and gray, with silt below 6 ft (fill)

End of Boring at 9.7 ft

WEATHERED SANDSTONE, soft, brown

3.3 ---

2 1.1

23.30.0

0.1

0.0

19.4

23.6

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/6/19

End

8/6/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

P

M

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

GENERAL SHEET NOTES

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-08A

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309340

3028366

Weather

Temp.

Cloudy

80° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

No.

T y p

Rec Blow

% Counts

Depth ft Elev

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf γd pcf %

W

SOIL PROPERTIES

qu

LL PL PI

e

ST-1 65 ---

2.0

3.25

95.60.42 25.6

Blank drilled to 2 ft at an offset location from boring B-8

CL, LEAN CLAY, very stiff, brown

End of Boring at 4 ft

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/7/19

End

8/7/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling Completion After Drilling

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-09

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309342

3028475

Weather

Temp.

Cloudy

80° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

No.

T y p

Rec Blow

% Counts

Depth ft Elev

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf

PID

ppm %

W

SOIL PROPERTIES

qu

LL PL PI

e

AS-1

SS-1

SS-2

SS-3

SS-4

4-6-6-5

3-4-30-28

2-2-4-3

6-6-7-8

0.8 ---

2 1.7

1.0

0.0

0.0

24.4

23.1

49 20 29

CRUSHED STONE

SAND AND GRAVEL (fill)

CL, LEAN CLAY, very stiff,, brown to greenish gray, mottled, metal fragments near 3 ft (fill)

End of Boring at 10 ft

SAND AND GRAVEL, with metal fragments

(fill)

CL, LEAN CLAY, stiff, gray, with metal fragments (fill)

WEATHERED SANDSTONE, soft, brown

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/5/19

End

8/5/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling Completion After Drilling

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

NW NW

NW

24 hrs

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-10

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309468

3028406

Weather

Temp.

Sunny

90° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

No.

T y p

Rec Blow

% Counts

Depth ft Elev

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf

PID

ppm %

W

SOIL PROPERTIES

qu

LL PL PI

e

AS-1

SS-1

SS-2

SS-3

SS-4

2-2-2-8

2-2-3-4

5-5-7-6

10-10-16-50/.3

0.8

4 2.1

5.5

1.7

0.3

14.3

12.7

CRUSHED STONE

SAND AND GRAVEL (fill)

CL, LEAN CLAY, little gravel, stiff, brown to gray, mottled, coal fragments near 5.5 ft (fill)

End of Boring at 9.8 ft

WEATHERED SANDSTONE, soft, brown

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/5/19

End

8/5/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling Completion After Drilling

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

9.8 NW

NW

24 hrs

P

M

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

GENERAL SHEET NOTES

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-11

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309628

3028397

Weather

Temp.

Cloudy

90° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

25 5-10-50/.3

0.0 ---

23 18 5

CL-ML, SILTY CLAY, trace gravel, stiff, brown

(fill)

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/5/19

End

8/5/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

NW

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

No.

T y p e

Rec Blow

% Counts

Depth ft Elev

SAMPLE

AS-1

SS-1

SS-2

SS-3

35 4-3-2-2

35 3-3-4-2

DESCRIPTION/CLASSIFICATION

and REMARKS

CRUSHED STONE

End of Boring at 7.3 ft

WEATHERED SANDSTONE, soft, brown to red

SAND AND GRAVEL (fill)

Auger refusal at 7.3 ft

0.1

0.0

---0.0

17.5 qp tsf tsf

PID

ppm %

W

SOIL PROPERTIES

qu

LL PL PI

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-12

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309718

3028439

Weather

Temp.

Clear

90° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

No.

T y p e

Rec Blow

% Counts

Depth ft Elev

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf

PID

ppm %

W

SOIL PROPERTIES

qu

LL PL PI

AS-1

SS-1

SS-2

SS-3

2.2 40 6-6-8-7

50 10-10-13-8

0.0

---0.1

CRUSHED STONE

SM, SILTY SAND, loose, brown, with rock fragments, with clay seam near 4 ft

End of Boring at 6.2 ft

WEATHERED SANDSTONE, soft, brown to red and brown

Auger refusal at 6.2 ft

50/.2

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/5/19

End

8/5/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

NW

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

NAVD 88

EEI Proj. No. CJ185034 of

LOG OF TEST BORING

Project

Location

Client

CAAA Explosive Railcar Holding Yard

Crane, IN

Jacobs Engineering Group, Inc.

7770 West New York Street - Indianapolis, Indiana 46214

317-273-1690 / 317-273-2250 (Fax)

Boring No.

Elevation

Datum

Sheet

B-13

NAVD 88

EEI Proj. No. CJ185034 of

Proj. No.

Struct. No.

Northing

Easting

1309889

3028405

Weather

Temp.

Clear

90° F

Driller

Inspector

J.S.

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

Proj. No.

Struct. No.

Weather

Temp.

Driller

Inspector

No.

T y p e

Rec Blow

% Counts

Depth ft Elev

SAMPLE DESCRIPTION/CLASSIFICATION

and REMARKS qp tsf tsf

PID

ppm %

W

SOIL PROPERTIES

qu

LL PL PI

AS-1

SS-1

SS-2

SS-3

40 18-12-10-7

50 20-23-18-12

50/.2

CRUSHED STONE

SM, SILTY SAND, with gravel, loose, reddish brown, with weathered rock fragments

End of Boring at 6.1 ft

WEATHERED SANDSTONE, soft, brown to red

Auger refusal at 6.1 ft

0.7

0.0

0.1

0.0

WATER LEVEL OBSERVATIONS GENERAL NOTES

Start

8/5/19

End

8/5/19

Drilling Method

3¼" I.D. HSA

Rig

CME 55

Truck

Remarks Backfilled with auger cuttings and bentonite chip plug near surface.

Rig

Depth ft

While Upon

To Water

To Cave-in

Drilling

NW

Completion

NW

24 hrs

After Drilling

NW

The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual.

P

M

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

GENERAL SHEET NOTES

2020-02-04T08:24:38-0500

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