appendix c piezometer installation logs

Citizens Energy Group Fall Creek/White River Tunnel System

Geotechnical Investigation Final Geotechnical Data Report

CEG Project CS-18-072B B&V Project 166292

APPENDIX C

PIEZOMETER INSTALLATION LOGS

Reference 97

Reference 97

Reference 97

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Text Box

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Typewritten Text

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Typewritten Text

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Typewritten Text

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Typewritten Text

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Typewritten Text

Mark Bradford

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Typewritten Text

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Typewritten Text

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Typewritten Text

Mark Bradford

Reference 97

Reference 97

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Text Box

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Typewritten Text

Mark Bradford

bra61858

Typewritten Text

Mark Bradford

Reference 97

Reference 97

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Text Box

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Typewritten Text

Mark Bradford

bra61858

Typewritten Text

Mark Bradford

Reference 97

Reference 97

bra61858

Text Box

bra61858

Typewritten Text

Mark Bradford

bra61858

Typewritten Text

Mark Bradford

Reference 97

Reference 97

bra61858

Text Box

bra61858

Typewritten Text

Mark Bradford

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Typewritten Text

Mark Bradford

Reference 97

CME-550 / Terry WilsonTesTech, Inc.

N 1638101.20 E 187033.36

685.18 ft

MONITORING WELL NO. B-24

R. Orzechowicz S. Fairfax M. Bradford

04/02/2010

04/02/2010SURFACE ELEVATION

Indianapolis DPW

SEDIMENT TRAPDiameter : 2 inch

Not measured

684.93 ft

NOTES :

INSTALLATION METHOD : 2" sch 80 pvc 0.010 slot screen set from 225' to 195' BGS. 2" sch 80 pvc riser set from 195' toground surface. #4 filter sand pack set from 263.7' to 192' BGS. Bentonite pellets set from 192' to 189' BGS as primary seal. 2to 1 portland cement to bentonite gel grout set as surface seal from 189' to ground surface.

Geneva/Mississinewa

GROUNDWATER ELEVATION(NAVD 88)

PRIMARY SEALType : Bentonite pellets

Indianapolis, Indiana

SURFACE SEALType : 2 to 1 portland cement to bentonite gel grout

START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR

COORDINATES (NAD 83)

Note: Diagram shown is not to scale.

RISER PIPEDiameter : 2 inchType : Schedule 80

FILTER MATERIALType : #4 Filter sand pack

LOWER SEALType : N/A

SHEET 1 OF 1

SCREENDiameter : 2 inchType : Schedule 80Slot Dimensions : 0.010 inch

END DATEPROJECT LOCATION

GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR

Fall Creek/White River Tunnel SystemPROJECTCLIENT

BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

30.0 ft

263.7 ft225.0 ft

192.0 ft

Reference 97

Diedrich D-120 / Mike McEvoyTesTech, Inc.

N 1639974.32 E 185879.83

694.59 ft



03/05/2010


Indianapolis DPW


Not measured

694.19 ft

NOTES :

INSTALLATION METHOD : 2" sch 80 pvc 0.010 slot screen set from 230.0' to 200.0' BGS. 2" sch 80 pvc riser set from200.0' to ground surface. #4 filter sand pack set from 263.2' to 197.0' BGS. Bentonite pellets set from 197.0' to 192.0' BGS asprimary seal. 2 to 1 portland cement to bentonite gel grout set as surface seal from 192.0' to ground surface.

Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.0 ft

2.0 ft

30.0 ft

263.2 ft230.0 ft

197.0 ft

Reference 97


N 1642293.44 E 186155.08

701.63 ft


S. Oster S. Fairfax M. Bradford

04/12/2010


Indianapolis DPW


Not measured

701.21 ft

NOTES : 0.3 feet of cave-in at bottom of hole prior to installing the well.

INSTALLATION METHOD : 2" sch 80 pvc 0.010 slot screen set from ' to ' BGS. 2" sch 80 pvc riser set from 75.2' to groundsurface. #4 filter sand pack set from 85.2' to 73.4' BGS. Bentonite pellets set from 73.4' to 70.3' BGS as primary seal. 2 to 1portland cement to bentonite gel grout set as surface seal from 192.0' to ground surface.

Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.1 ft

2.0 ft

10.0 ft

85.2 ft85.2 ft

73.4 ft

Reference 97


N 1646282.63 E 185969.83

697.44 ft



03/03/2010


Indianapolis DPW


Not measured

697.11 ft

NOTES :

INSTALLATION METHOD : 2" sch 80 pvc 0.010 slot screen set from 85.0' to 73.0' BGS. 2" sch 80 pvc riser set from 75.0'to ground surface. #4 filter sand pack set from 85.0' to 68.0' BGS. Bentonite pellets set from 68.0' to 63.0' BGS as primaryseal. 2 to 1 portland cement to bentonite gel grout set as surface seal from 63.0' to ground surface.

Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.0 ft

2.0 ft

10.0 ft

85.0 ft85.0 ft

68.0 ft

Reference 97


N 1644221.61 E 185219.40

675.65 ft



01/18/2010


Indianapolis DPW


Not measured

675.30 ft

NOTES :


Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.2 ft

2.0 ft

30.0 ft

264.6 ft230.0 ft

197.0 ft

Reference 97


N 1645599.11 E 185258.64

681.65 ft



01/06/2010


Indianapolis DPW


Not measured

681.45 ft

NOTES :


Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

6.3 ft

2.0 ft

30.0 ft

260.3 ft224.7 ft

190.0 ft

Reference 97

CME-75 / Chuck WillisTesTech, Inc.

N 1645458.55 E 184872.17

699.25 ft



01/06/2010


Indianapolis DPW


Not measured

698.94 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

10.0 ft

84.5 ft84.5 ft

72.0 ft

Reference 97

CME-45B / Charlie BroughTesTech, Inc.

N 1647504.89 E 183437.65

687.71 ft



01/20/2010


Indianapolis DPW


Not measured

687.36 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

10.0 ft

78.0 ft78.0 ft

65.0 ft

Reference 97

Diedrich D-50 Turbo / Mike McEvoyTesTech, Inc.

N 1647188.32 E 184512.82

680.59 ft



02/02/2010


Indianapolis DPW


Not measured

680.27 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

73.6 ft73.6 ft

61.6 ft

Reference 97

TesTech, Inc.

M. Bradford

N 1647136.87 E 184638.00

M. Bradford

CME-75 / Steve Wanstrath

N. Parsons

680.55 ft

MONITORING WELL NO. B-34-2

SURFACE ELEVATION

Citizens Energy Group

SEDIMENT TRAPDiameter : 1.5 inch

SURFACE SEALType : 3 to 1 portland cement to bentonite gelgrout

START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR

COORDINATES (NAD 83) END DATEPROJECT LOCATION

GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR

Indianapolis, IN


BLACK & VEATCH

Not measured

680.15 ft

NOTES : Bottom of hole 243 7/12; Diluted oil was observed upon removal of dilatometer; 7 1/2' of cave

INSTALLATION METHOD : The bottom of the hole was filled with No. 4 sand to a depth of 234.2'. 0.7' of 3/8" coatedbentonite pellets were used for the lower seal. No. 4 sand was then used and brought to a depth of 232.8'. A 1.5" Schedule80 cap 6" in length was used as the sediment trap. The 1.5" Schedule 80 .010 slot at 1/8" spacing screen was installed from202.3' to 232.3'. 2.3' additional No. 4 sand was placed on top of the screen. From 197.6' to 200' 3/8" coated bentonitepellets were used as the primary seal. Cement bentonite grout was then used to fill the hole to the flush mount cover.

Mississinewa


BORING DIAMETER 4.25 in

PRIMARY SEALType : Bentonite Pellets


RISER PIPEDiameter : 1.5 inchType : Schedule 80

FILTER MATERIALType : #4 Filter Sand Pack

LOWER SEALType : Bentonite Pellets

SHEET 1 OF 1

SCREENDiameter : 1.5 inchType : Schedule 80Slot Dimensions : 0.010

12/4/2012

12/5/2012

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

4/13

14:

36H

:\PR

OJE

CT

S\1

6629

2\G

DR

- P

HA

SE

3 &

4\F

CW

RT

S 2

013.

GP

J

2.4 ft

0.5 ft

0.7 ft

30.0 ft

233.5 ft232.8 ft

200.0 ft

Reference 97

CME-55 / Rick JonesTesTech, Inc.

N 1648313.60 E 181418.96

703.72 ft



12/18/2009


Indianapolis DPW


Not measured

703.72 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

10.0 ft

78.0 ft78.0 ft

66.0 ft

Reference 97

A. Noronha

N 1647944.09 E 180165.42

703.98 ft


M. Bradford

TesTech, Inc. CME-45B / Mike McEvoy

S. Oster

SURFACE ELEVATION

Indianapolis DPW


START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOROverburden







SHEET 1 OF 1




BLACK & VEATCH

Not measured

703.64 ft

NOTES :


6/29/2010

6/29/2010


BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

6/13

14:

03H

:\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

10.0 ft

48.6 ft48.6 ft

35.0 ft

2.0 ft

Reference 97

CME-55 / Rick JonesTesTech, Inc.

N 1649106.51 E 180804.49

698.01 ft



12/17/2009


Indianapolis DPW


Not measured

697.78 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

93.7 ft93.7 ft

68.7 ft

Reference 97

CME-45B / Mike McEvoyTesTech, Inc.

N 1649133.73 E 180113.51

699.02 ft



06/28/2010


Indianapolis DPW


Not measured

698.82 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

4.3 ft

2.0 ft

10.0 ft

48.1 ft48.1 ft

33.4 ft

Reference 97

CME-75 / Allen MesserTesTech, Inc.

N 1650472.61 E 180539.82

704.87 ft


E. Litton S. Fairfax M. Bradford

12/17/2010


Indianapolis DPW


Not measured

704.59 ft

NOTES : The sand pack is for a smaller diameter than expected because the sand came in around the hole.


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.5 ft

2.0 ft

10.0 ft

47.0 ft47.0 ft

34.5 ft

Reference 97

TesTech, Inc.

M. Bradford

N 1651041.54 E 180695.47

M. Bradford


N. Parsons

704.64 ft


SURFACE ELEVATION




START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR

Indianapolis, IN


BLACK & VEATCH

Not measured

704.11 ft

NOTES :

INSTALLATION METHOD : The bottom of the hole was filled with No. 4 sand to a depth of 241.0'. 6" of 3/8" coatedbentonite pellets were used for the lower seal. No. 4 sand was then used and brought to a depth of 239.0'. A 6" 1.5"Schedule 80 cap was used as the sediment trap and placed at a depth of 239.0'. The 1.5" Schedule 80 .010 slot at 1/8"spacing screen was installed from 208.5' to 238.5'. No. 4 sand was then used as the filter material and brought to a depth of206.0'. From 203.0' to 206.0' 3/8" bentonite pellets were used as the primary seal. Cement bentonite grout was then used tofill the hole to the flush concrete pad.

Geneva/Mississinewa








SHEET 1 OF 1


11/30/2012

12/1/2012

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

4/13

14:

37H

:\PR

OJE

CT

S\1

6629

2\G

DR

- P

HA

SE

3 &

4\F

CW

RT

S 2

013.

GP

J

3.0 ft

0.5 ft

0.5 ft

30.0 ft

240.5 ft239.0 ft

206.0 ft

Reference 97


N 1650554.27 E 180229.86

704.31 ft


T. Hughes S. Fairfax M. Bradford

12/16/2009


Indianapolis DPW


Not measured

703.94 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.3 ft

2.0 ft

10.0 ft

93.3 ft93.3 ft

79.7 ft

Reference 97


N 1652969.81 E 179783.26

696.67 ft



04/06/2010


Indianapolis DPW


Not measured

696.27 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

10.0 ft

77.0 ft77.0 ft

65.0 ft

Reference 97


N 1653535.92 E 181041.69

692.38 ft


P. Soderquist S. Fairfax M. Bradford

12/23/2009


Indianapolis DPW


Not measured

692.04 ft

NOTES : Surface seal quik-gel bentonite & quikrete portland cement type 1. 1:2 pel-plug bentonite pellets for primary seal.Flushed hole until water ran clean; set screen & riser pipe; filled sand by hand and primary seal by hand; let primary seal cure 30min.

INSTALLATION METHOD : 2" sch 80 pvc 0.010 slot screen set from 78.5' to 68.5' BGS. 2" sch 80 pvc riser set from 68.5'to ground surface. #4 filter sand pack set from 78.5' to 65.5' BGS. Bentonite pellets set from 65.5' to 63' BGS as primary seal.2 to 1 portland cement to bentonite gel grout set as surface seal from 63.0' to ground surface.

Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.5 ft

2.0 ft

10.0 ft

78.5 ft78.5 ft

65.5 ft

Reference 97

CME-550 / Steve WanstrathTesTech

N 1654295.67 E 184594.32

687.81 ft


R. Orzechowicz M. Bradford M. Bradford

11/09/2011


Indianapolis DPW


Not measured

687.33 ft

NOTES :

INSTALLATION METHOD : Set filter sand from bottom of borehole (231.0') to 215.8' BGS, followed by Bentonite pellets to205.4' BGS. 1.5" sch 40 PVC 0.010 slot screen set from 215.45' to 185.45' BGS. 1.5" sch 40 PVC riser pipe set from 185.45'to ground surface. #4 filter sand pack set from 205.4' to 173.5' BGS. Bentonite pellets set from 173.5' to 163.5' BGS asprimary seal. 3 to 1 portland cement to bentonite gel grout set as surface seal from 163.5' to ground surface.

Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR





LOWER SEALType : Bentonite pellets

SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

10.0 ft

0.4 ft

10.4 ft

30.0 ft

205.4 ft205.4 ft

173.5 ft

Reference 97


N 1657266.27 E 189126.09

711.05 ft



07/27/2010


Indianapolis DPW


Not measured

708.48 ft

NOTES :

INSTALLATION METHOD : Bentonite pellets set as lower seal from 225.0' to 224.0' BGS. 2" sch 80 pvc 0.010 slot screenset from 224.0' to 194.0' BGS. 2" sch 80 pvc riser set from 194.0' to ground surface. #4 filter sand pack set from 224.0' to191.6' BGS. Bentonite pellets set from 191.6' to 184.5' BGS as primary seal. 2 to 1 portland cement to bentonite gel grout setas surface seal from 184.5' to ground surface.

Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

7.1 ft

2.0 ft

1.0 ft

30.0 ft

224.0 ft224.0 ft

191.6 ft

Reference 97

CME-55 / John GilbertTesTech, Inc.

N 1651078.09 E 183031.52

683.51 ft



04/19/2010


Indianapolis DPW


Not measured

682.80 ft

NOTES :


Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

30.0 ft

252.0 ft220.0 ft

187.0 ft

Reference 97


N 1650737.26 E 181340.22

688.67 ft



01/28/2010


Indianapolis DPW


Not measured

688.32 ft

NOTES :


Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

30.0 ft

254.5 ft220.0 ft

188.0 ft

Reference 97


N 1651532.61 E 184933.22

705.94 ft



02/02/2010


Indianapolis DPW


Not measured

705.68 ft

NOTES :


Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

93.6 ft93.6 ft

80.0 ft

Reference 97

TesTech, Inc.

M. Bradford

N 1651548.98 E 184916.18

M. Bradford


N. Parsons

707.17 ft


SURFACE ELEVATION




START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR

Indianapolis, IN


BLACK & VEATCH

Not measured

706.75 ft

NOTES :

INSTALLATION METHOD : The bottom of the hole was filled with No. 4 sand to a depth of 226.0'. 0.8' of 3/8" coatedbentonite pellets were used for the lower seal. No. 4 sand was then used and brought to a depth of 224.6'. A 6" 1.5"Schedule 80 cap was used as the sediment trap and placed at 224.6'. The 1.5" Schedule 80 .010 slotted screen at 1/8"spacing was installed from 194.1' to 224.1'. No. 4 sand was used as the filter material and brought to a depth of 190.2'.From 188.2' to 190.2' 3/8" coated bentonite pellets were used as the primary seal. Cement bentonite grout was then used tofill the hole to the flush concrete pad.

Geneva/Mississinewa








SHEET 1 OF 1


1/8/2013

1/9/2013

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

4/13

14:

37H

:\PR

OJE

CT

S\1

6629

2\G

DR

- P

HA

SE

3 &

4\F

CW

RT

S 2

013.

GP

J

2.0 ft

0.5 ft

0.8 ft

30.0 ft

225.2 ft224.6 ft

190.2 ft

Reference 97


N 1658547.62 E 185546.08

711.51 ft



02/12/2010


Indianapolis DPW


Not measured

711.19 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

117.0 ft117.0 ft

105.0 ft

Reference 97

TesTech, Inc.

M. Bradford

N 1658524.94 E 185677.73

M. Bradford


N. Parsons

706.88 ft


SURFACE ELEVATION




START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR

Indianapolis, IN


BLACK & VEATCH

Not measured

706.49 ft

NOTES : Drilled to 220.1'. No lower seal set.

INSTALLATION METHOD : Due to this hole being redrilled no lower seal was set. Bottom of the hole was drilled to220.1'. A 1.5" Schedule 80 cap 6" in length was placed on the end of the screen. The 1.5" Schedule 80 .010 slotted screenat 1/8" spacing was installed from 189.6' to 219.6'. The No. 4 sand filter material was then brought to a depth of 188.0'. Abentonite slurry was used as the primary seal due to pellets bridging in the hole. Cement bentonite grout was then utilized tofill the remaining hole to the flush mount cover.

Geneva/Mississinewa



PRIMARY SEALType : Bentonite Slurry




LOWER SEALType : Rock

SHEET 1 OF 1


4/1/2013

4/2/2013

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

4/13

14:

37H

:\PR

OJE

CT

S\1

6629

2\G

DR

- P

HA

SE

3 &

4\F

CW

RT

S 2

013.

GP

J

5.0 ft

0.5 ft

30.0 ft

220.1 ft220.1 ft

188.0 ft

Reference 97

TesTech, Inc.

M. Bradford

N 1657323.47 E 189092.14

M. Bradford


N. Parsons

709.61 ft


SURFACE ELEVATION




START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR

Indianapolis, IN


BLACK & VEATCH

Not measured

709.26 ft

NOTES :

INSTALLATION METHOD : The bottom of the hole was filled with No. 4 sand to a depth of 239.4'. 0.5' of 1/4" coatedbentonite pellets were used for the lower seal. No. 4 sand was used and brought to a depth of 238.2'. A 1.5" Schedule 80cap 6" was used as the sediment trap. The 1.5" Schedule 80 .010 slotted screen at 1/8" spacing was installed from 207.7' to237.7'. The filter material was brought to a depth of 205.8'. From 203.3' to 205.8' 1/4" coated bentonite pellets were used asthe primary seal. Cement bentonite grout was then utilized to fill the hole to the flush mount cover.

Mississinewa








SHEET 1 OF 1


2/26/2013

2/28/2013

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

4/13

14:

37H

:\PR

OJE

CT

S\1

6629

2\G

DR

- P

HA

SE

3 &

4\F

CW

RT

S 2

013.

GP

J

2.5 ft

0.5 ft

0.5 ft

30.0 ft

238.9 ft238.2 ft

205.8 ft

Reference 97


N 1658551.49 E 188303.25

709.61 ft



02/10/2010


Indianapolis DPW


Not measured

709.61 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

99.0 ft99.0 ft

87.0 ft

Reference 97


N 1658528.99 E 187622.10

703.85 ft

MONITORING WELL NO. B-50A


07/15/2010


Indianapolis DPW


Not measured

703.55 ft

NOTES :


Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

9.5 ft

2.0 ft

0.3 ft

30.0 ft

250.0 ft250.0 ft

216.9 ft

Reference 97


N 1660685.72 E 189507.20

724.65 ft

MONITORING WELL NO. B-51A


04/20/2010


Indianapolis DPW


Not measured

724.41 ft

NOTES :


Vernon Fork/Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

30.0 ft

200.4 ft200.4 ft

167.0 ft

Reference 97


N 1660403.85 E 190194.68

711.29 ft

MONITORING WELL NO. B-51B


04/14/2010


Indianapolis DPW


Not measured

711.29 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

10.0 ft

100.1 ft100.1 ft

88.0 ft

Reference 97


N 1660642.34 E 188796.50

722.98 ft

MONITORING WELL NO. B-51C


06/25/2010


Indianapolis DPW


Not measured

722.68 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.9 ft

2.0 ft

10.0 ft

49.4 ft49.4 ft

36.1 ft

Reference 97


N 1659352.14 E 190712.74

708.78 ft



02/11/2010


Indianapolis DPW


Not measured

708.58 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

118.5 ft118.5 ft

105.0 ft

Reference 97


N 1660341.07 E 191169.27

710.95 ft



02/05/2010


Indianapolis DPW


Not measured

710.55 ft

NOTES :


Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

30.0 ft

250.3 ft200.0 ft

168.0 ft

Reference 97

M. Bradford

N 1660019.93 E 192619.08

718.25 ft


M. Bradford

TesTech, Inc. CME-75 / Chuck Willis

N. Parsons

SURFACE ELEVATION



START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTORMississinewa








SHEET 1 OF 1


Indianapolis, IN


BLACK & VEATCH

Not measured

717.95 ft

NOTES :

INSTALLATION METHOD : The bottom of the hole was filled with No. 4 sand to a depth of 231.2'. 0.7' of 1/4" coatedbentonite pellets were used for the lower seal. No. 4 sand was used to bring the depth to 229.9'. A 1.5" Schedule 80 cap 6"in length was placed on the end of the screen. The 1.5" Schedule 80 .010 slotted screen at 1/8" spacing was installed from199.4' to 229.4'. The No. 4 sand filter material was then brought to a depth of 197.4'. From 194.4' to 197.4' 1/4" coatedbentonite pellets were installed as the primary seal. Cement bentonite grout was then utilized to fill the remaining hole to theflush mount cover.

2/7/2013

2/8/2013


BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

10/1

3 10

:40

H:\P

RO

JEC

TS

\166

292\

GD

R -

PH

AS

E 3

& 4

\FC

WR

TS

201

3.G

PJ

3.0 ft

0.7 ft

30.0 ft

230.5 ft229.9 ft

197.4 ft

0.5 ft

Reference 97


N 1660344.69 E 191177.28

711.13 ft



02/09/2010


Indianapolis DPW


Not measured

710.95 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

85.0 ft85.0 ft

73.0 ft

Reference 97

TesTech, Inc.

M. Bradford

N 1660555.98 E 192537.10

M. Bradford

CME-550 / Chuck Willis

N. Parsons

714.22 ft


SURFACE ELEVATION




START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR

Indianapolis, IN


BLACK & VEATCH

Not measured

713.99 ft

NOTES :

INSTALLATION METHOD : The bottom of the hole was filled with No. 4 sand to a depth of 228.2'. 0.6' of 3/8" coatedbentonite pellets were used for the lower seal. No. 4 sand was then used to bring the depth to 227.0'. A 1.5" Schedule 80cap 6" in length was placed on the end of the screen. The 1.5" Schedule 80 .010 slotted screen at 1/8" spacing wasinstalled from 196.5' to 226.5'. The No. 4 sand filter material was then brought to a depth of 194.0'. From 192.0' to 194.0'3/8" coated bentonite pellets were installed as the primary seal. Cement bentonite grout was then utilized to fill theremaining hole to the flush mount cover.

Mississinewa








SHEET 1 OF 1


1/19/2013

1/20/2013

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

4/13

14:

37H

:\PR

OJE

CT

S\1

6629

2\G

DR

- P

HA

SE

3 &

4\F

CW

RT

S 2

013.

GP

J

2.0 ft

0.5 ft

0.6 ft

30.0 ft

227.6 ft227.0 ft

194.0 ft

Reference 97


N 1660157.66 E 191673.37

707.93 ft



02/19/2010


Indianapolis DPW


Not measured

707.57 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.1 ft

2.0 ft

10.0 ft

72.9 ft72.9 ft

61.6 ft

Reference 97


N 1660097.65 E 192345.48

716.21 ft



06/24/2010


Indianapolis DPW


Not measured

715.91 ft

NOTES : 0.3 feet of cave-in before installing the well.


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.2 ft

2.0 ft

10.0 ft

49.3 ft49.0 ft

36.3 ft

Reference 97


N 1660893.27 E 193414.57

706.66 ft



02/16/2010


Indianapolis DPW


Not measured

706.41 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

73.2 ft73.2 ft

61.2 ft

Reference 97


N 1661349.71 E 194379.56

729.32 ft



02/22/2010


Indianapolis DPW


Not measured

729.09 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.1 ft

2.0 ft

10.0 ft

80.5 ft80.5 ft

68.3 ft

Reference 97

TesTech, Inc.

M. Bradford

N 1661936.69 E 194712.28

M. Bradford


N. Parsons

728.58 ft


SURFACE ELEVATION




START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR

Indianapolis, IN


BLACK & VEATCH

Not measured

728.31 ft

NOTES :

INSTALLATION METHOD : The bottom of the hole was filled with No. 4 sand to a depth of 236.0'. 0.5' of 3/8" coatedbentonite pellets were used for the lower seal. No. 4 sand was used to bring the depth to 235.0'. A 1.5" Schedule 80 cap 6"in length was placed on the end of the screen. The 1.5" Schedule 80 .010 slotted screen at 1/8" spacing was installed from204.5' to 234.5'. The No. 4 sand filter material was then brought to a depth of 202.0'. From 200.0' to 202.0' 3/8" coatedbentonite pellets were installed as the primary seal. Cement bentonite grout was then utilized to fill the remaining hole to theflush mount cover.

Mississinewa








SHEET 1 OF 1


1/31/2013

2/1/2013

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

4/13

14:

37H

:\PR

OJE

CT

S\1

6629

2\G

DR

- P

HA

SE

3 &

4\F

CW

RT

S 2

013.

GP

J

2.0 ft

0.5 ft

0.5 ft

30.0 ft

235.5 ft235.0 ft

202.0 ft

Reference 97

CME 550X / Chuck WillisTesTech, Inc.

N 1663245.26 E 194003.11

717.74 ft



04/08/2010


Indianapolis DPW


Not measured

715.57 ft

NOTES :


Mississinewa/Louisville





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

30.0 ft

205.0 ft205.0 ft

172.0 ft

Reference 97


N 1664564.68 E 195395.59

712.23 ft



07/21/2010


Indianapolis DPW


Not measured

711.85 ft

NOTES :


Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

7.0 ft

2.0 ft

0.3 ft

30.0 ft

249.8 ft249.5 ft

214.0 ft

Reference 97


N 1664589.37 E 195958.43

730.48 ft



03/11/2010


Indianapolis DPW


Not measured

730.48 ft

NOTES : 1.1 feet of sand cave-in prior to setting well.


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.1 ft

2.0 ft

10.0 ft

98.6 ft98.6 ft

84.3 ft

Reference 97

TesTech, Inc.

M. Bradford

N 1664720.00 E 195913.90

M. Bradford


N. Parsons

726.26 ft


SURFACE ELEVATION




START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR

Indianapolis, IN


BLACK & VEATCH

Not measured

726.01 ft

NOTES :

INSTALLATION METHOD : The bottom of the hole was filled with No. 4 sand to a depth of 226.0'. 0.5' of 1/4" coatedbentonite pellets were installed for the lower seal. No. 4 sand was then used to bring the depth to 225.0'. A 1.5" Schedule 80cap 6" in length was placed on the end of the screen. The 1.5" Schedule 80 .010 slotted screen at 1/8" spacing wasinstalled from 194.5' to 224.5. The No. 4 sand filter material was then brought to a depth of 193.1'. From 190.4' to 193.1'1/4" coated bentonite pellets were installed as the primary seal. Cement bentonite grout was then utilized to fill theremaining hole to the flush mount cover.

Mississinewa








SHEET 1 OF 1


3/26/2013

3/27/2013

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

4/13

14:

37H

:\PR

OJE

CT

S\1

6629

2\G

DR

- P

HA

SE

3 &

4\F

CW

RT

S 2

013.

GP

J

2.7 ft

0.5 ft

0.5 ft

30.0 ft

225.5 ft225.0 ft

193.1 ft

Reference 97


N 1665359.66 E 196201.27

727.23 ft



02/23/2010


Indianapolis DPW


Not measured

727.02 ft

NOTES :

INSTALLATION METHOD : 2" sch 80 pvc 0.010 slot screen set from 225' to 195' BGS. 2" sch 80 pvc riser set from 195' toground surface. #4 filter sand pack set from 263.7' to 192' BGS. Bentonite pellets set from 192' to 189' BGS as primary seal. 2to 1 portland cement to bentonite gel grout set as surface seal from 189' to ground surface.

Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.3 ft

2.0 ft

10.0 ft

87.2 ft87.2 ft

73.4 ft

Reference 97


N 1666000.05 E 196312.60

717.29 ft



02/24/2010


Indianapolis DPW


Not measured

717.08 ft

NOTES :







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

251.4 ft251.4 ft

188.0 ft

Reference 97

Diedrich D-120 / Terry WilsonTesTech, Inc.

N 1666659.50 E 195748.47

724.19 ft



03/26/2010


Indianapolis DPW


Not measured

723.86 ft

NOTES :







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR




FILTER MATERIALType : #4 filter sand pack


SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

30.0 ft

251.3 ft251.3 ft

176.0 ft

Reference 97

Diedrich D-120 / Terry WilsonTesTech, Inc.

N 1667214.58 E 197412.86

720.25 ft



03/18/2010


Indianapolis DPW


Not measured

719.89 ft

NOTES :







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

30.0 ft

251.2 ft210.0 ft

178.0 ft

Reference 97


N 1667109.07 E 196440.84

730.18 ft



03/30/2010


Indianapolis DPW


Not measured

729.85 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

17I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.0 ft

2.0 ft

10.0 ft

76.0 ft74.1 ft

62.0 ft

Reference 97


N 1667796.49 E 198134.66

732.71 ft



02/17/2010


Indianapolis DPW


Not measured

732.42 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.2 ft

2.0 ft

10.0 ft

65.7 ft65.7 ft

53.7 ft

Reference 97

CME-45B / JamesTesTech, Inc.

N 1670081.46 E 198752.48

736.66 ft



03/29/2010


Indianapolis DPW


Not measured

736.43 ft

NOTES : 1.5 feet of cave-in occured during installation of well.


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

10.0 ft

88.5 ft87.0 ft

75.0 ft

Reference 97

CME-550X / Chuck WillisTesTech, Inc.

N 1670073.18 E 198714.44

736.43 ft



03/24/2010


Indianapolis DPW


Not measured

736.18 ft

NOTES :







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

2.7 ft

2.0 ft

30.0 ft

250.3 ft250.3 ft

171.0 ft

Reference 97


N 1638865.55 E 186368.98

693.18 ft

MONITORING WELL NO. GW-01-DC


05/12/2010


Indianapolis DPW


Not measured

692.68 ft

NOTES :

INSTALLATION METHOD : Bentonite pellets set as a lower seal from 230.8' to 230.0' BGS. 2" sch 80 pvc 0.010 slotscreen set from 230.0' to 200.0' BGS. 2" sch 80 pvc riser set from 200.0' to ground surface. #4 filter sand pack set from 230.0'to 198.0' BGS. Bentonite pellets set from 198.0' to 192.5' BGS as primary seal. 2 to 1 portland cement to bentonite gel groutset as surface seal from 192.5' to ground surface.

Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.5 ft

2.0 ft

0.8 ft

30.0 ft

230.0 ft230.0 ft

198.0 ft

Reference 97


N 1638856.06 E 186374.61

693.12 ft

MONITORING WELL NO. GW-01-SC


05/18/2010


Indianapolis DPW


Not measured

692.70 ft

NOTES :

INSTALLATION METHOD : Bentonite pellets set as a lower seal from 138.2' to 136.8' BGS. 2" sch 80 pvc 0.010 slotscreen set from 136.8' to 106.8' BGS. 2" sch 80 pvc riser set from 200.0' to ground surface. #4 filter sand pack set from 136.8'to 104.0' BGS. Bentonite pellets set from 104.0' to 95.8' BGS as primary seal. 2 to 1 portland cement to bentonite gel grout setas surface seal from 95.8' to ground surface.

North Vernon





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

8.2 ft

2.0 ft

1.4 ft

30.0 ft

136.8 ft136.8 ft

104.0 ft

Reference 97


N 1638846.97 E 186378.85

693.08 ft

MONITORING WELL NO. GW-01-SU


05/20/2010


Indianapolis DPW


Not measured

692.63 ft

NOTES :

INSTALLATION METHOD : Bentonite pellets set as a lower seal from 93.3' to 92.5' BGS. 2" sch 80 pvc 0.010 slot screenset from 92.5' to 82.5' BGS. 2" sch 80 pvc riser set from 82.5' to ground surface. #4 filter sand pack set from 92.5' to 80.1'BGS. Bentonite pellets set from 80.1' to 75.0' BGS as primary seal. 2 to 1 portland cement to bentonite gel grout set as surfaceseal from 75.0' to ground surface.

Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.1 ft

2.0 ft

0.8 ft

10.0 ft

92.5 ft92.5 ft

80.1 ft

Reference 97


N 1644233.28 E 185220.98

674.87 ft



04/29/2010


Indianapolis DPW


Not measured

675.14 ft

NOTES :


Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

16.0 ft

2.0 ft

30.0 ft

210.0 ft210.0 ft

177.0 ft

Reference 97


N 1644242.59 E 185222.21

675.06 ft



04/23/2010


Indianapolis DPW


Not measured

674.92 ft

NOTES :

INSTALLATION METHOD : Bentonite pellets set as lower seal from 109.3' to 111.3' BGS. 2" sch 80 pvc 0.010 slot screenset from 109.3' to 79.3' BGS. 2" sch 80 pvc riser set from 79.3' to ground surface. #4 filter sand pack set from 111.3' to 77.3'BGS. Bentonite pellets set from 77.3' to 65.3' BGS as primary seal. 2 to 1 portland cement to bentonite gel grout set as surfaceseal from 65.3' to ground surface.

North Vernon/Vernon Fork





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

12.3 ft

2.0 ft

2.0 ft

30.0 ft

111.3 ft109.3 ft

77.3 ft

Reference 97

CME-550X / John GilbertTesTech, Inc.

N 1644252.58 E 185223.29

674.87 ft



04/20/2010


Indianapolis DPW


Not measured

674.52 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.5 ft

2.0 ft

10.0 ft

64.0 ft64.0 ft

51.5 ft

Reference 97


N 1647535.31 E 183330.46

685.58 ft



05/11/2010


Indianapolis DPW


Not measured

685.26 ft

NOTES : 3.5 feet of cave-in resulting from heave encountered during insertion of packer assembly.


Vernon Fork/Geneva





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

15.2 ft

2.0 ft

30.3 ft

205.1 ft201.6 ft

167.5 ft

Reference 97


N 1647542.76 E 183308.86

685.03 ft

MONITORING WELL NO. GW-03-OBS


05/03/2010


Indianapolis DPW


Not measured

685.03 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

10.0 ft

2.0 ft

10.0 ft

84.0 ft84.0 ft

71.0 ft

Reference 97

CME-550X / Allen MesserTesTech, Inc.

N 1647540.03 E 183316.50

685.27 ft



05/19/2010


Indianapolis DPW


Not measured

684.90 ft

NOTES : 0.5 feet of cave-in occurred during casing advancement.







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

13.8 ft

2.0 ft

30.0 ft

131.7 ft131.7 ft

95.9 ft

Reference 97

M. Bradford

N 1647542.76 E 183308.86

686.02 ft


M. Bradford

TesTech, Inc. CME-550X / Allen Messer

S. Oster

SURFACE ELEVATION

Indianapolis DPW


START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR


GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOROverburden







SHEET 1 OF 1




BLACK & VEATCH

Not measured

685.79 ft

NOTES :


5/3/2010

5/3/2010


BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

12/

10/1

3 10

:42

H:\P

RO

JEC

TS

\166

292\

GIN

T\F

CW

RT

S P

HA

SE

S 2

& 3

.GP

J

10.6 ft

10.0 ft

83.0 ft83.0 ft

71.0 ft

2.0 ft

Reference 97


N 1651690.05 E 182135.20

693.93 ft



06/10/2010


Indianapolis DPW


Not measured

693.78 ft

NOTES :


Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

13.1 ft

2.0 ft

30.0 ft

220.0 ft220.0 ft

156.2 ft

Reference 97

CME-550X / Allen MesserTesTech, Inc.

N 1651680.56 E 182137.08

697.79 ft



05/27/2010


Indianapolis DPW


Not measured

697.44 ft

NOTES :







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

13.2 ft

2.0 ft

30.0 ft

124.4 ft124.4 ft

90.5 ft

Reference 97


N 1651669.54 E 182139.15

697.86 ft



05/20/2010


Indianapolis DPW


Not measured

697.56 ft

NOTES : Encountered 1.1' of cave-in during installation of piezometer.


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

13.2 ft

2.0 ft

10.0 ft

100.5 ft100.5 ft

87.3 ft

Reference 97


N 1651721.62 E 182141.74

696.13 ft



07/09/2010


Indianapolis DPW


Not measured

695.82 ft

NOTES :


Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

7.0 ft

2.0 ft

0.5 ft

30.0 ft

219.6 ft219.6 ft

183.0 ft

Reference 97


N 1651713.03 E 182140.78

697.31 ft



06/30/2010


Indianapolis DPW


Not measured

697.02 ft

NOTES : Could not do packer tests because fractured rock kept collapsing. Had to set well through wire line.







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

3.0 ft

2.0 ft

0.7 ft

30.0 ft

112.9 ft112.9 ft

73.0 ft

Reference 97

CME-550X / Charlie BroughTesTech, Inc.

N 1651702.43 E 182139.18

697.78 ft



06/11/2010


Indianapolis DPW


Not measured

697.34 ft

NOTES : 0.5 ' of cave in encountered prior to well installation.


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

13.1 ft

2.0 ft

10.0 ft

73.0 ft73.0 ft

58.2 ft

Reference 97


N 1654544.60 E 180942.19

698.41 ft



06/03/2010


Indianapolis DPW


Not measured

697.96 ft

NOTES :


Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.4 ft

2.0 ft

2.0 ft

30.0 ft

220.0 ft220.0 ft

186.3 ft

Reference 97


N 1654554.03 E 180942.48

698.39 ft



05/26/2010


Indianapolis DPW


Not measured

698.09 ft

NOTES :







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.7 ft

2.0 ft

1.0 ft

30.0 ft

124.9 ft124.9 ft

88.7 ft

Reference 97


N 1654566.00 E 180942.50

698.36 ft



05/24/2010


Indianapolis DPW


Not measured

697.07 ft

NOTES :

INSTALLATION METHOD : Bentonite pellets set as lower seal from 74.2' to 73.7' BGS. 2" sch 80 pvc 0.010 slot screen setfrom 73.7' to 63.7' BGS. 2" sch 80 pvc riser set from 63.7' to ground surface. #4 filter sand pack set from 73.7' to 60.0' BGS.Bentonite pellets set from 60.0' to 55.0' BGS as primary seal. 2 to 1 portland cement to bentonite gel grout set as surface sealfrom 55.0' to ground surface.

Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.0 ft

2.0 ft

0.5 ft

10.0 ft

73.7 ft73.7 ft

60.0 ft

Reference 97


N 1658073.71 E 188449.70

704.12 ft



05/06/2010


Indianapolis DPW


Not measured

703.74 ft

NOTES :


Geneva/Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

7.5 ft

2.0 ft

2.0 ft

30.0 ft

209.0 ft209.0 ft

175.0 ft

Reference 97


N 1658083.15 E 188451.12

704.47 ft



04/29/2010


Indianapolis DPW


Not measured

703.92 ft

NOTES :


Vernon Fork





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

6.6 ft

2.0 ft

2.4 ft

30.0 ft

148.5 ft148.5 ft

113.6 ft

Reference 97


N 1658091.11 E 188457.02

704.63 ft



04/21/2010


Indianapolis DPW


Not measured

704.28 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.0 ft

2.0 ft

1.0 ft

10.0 ft

82.0 ft82.0 ft

70.0 ft

Reference 97

CME-75 / Steve WanstrathTesTech, Inc.

N 1661265.10 E 194307.97

729.43 ft


A. Noronha S. Fairfax M. Bradford

05/24/2010


Indianapolis DPW


Not measured

728.95 ft

NOTES : After pulling packer equipment, the tape indicated 6" of material at bottom of hole. Towards the end of grouttremie, air forced its way out of the pvc duct pipe through the duct tape used to cover top of pvc, followed by water until the groutwent a few feet below top of pvc. Next day tape indicated annular grout at about 10' BGS no grout in the pvc.


Mississinewa





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

15.5 ft

2.0 ft

30.0 ft

230.0 ft229.5 ft

198.0 ft

Reference 97

CME-75 / Charlie BroughTesTech, Inc.

N 1661253.85 E 194297.92

729.31 ft


A. Noronha S. Fairfax M. Bradford

05/27/2010


Indianapolis DPW


Not measured

728.82 ft

NOTES : After lowering of pvc pipe and screen, noticed 1.45' cave in (and rock cuttings) at bottom of boring.


North Vernon and Vernon Fork






START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

8.0 ft

2.0 ft

30.0 ft

126.2 ft124.8 ft

92.0 ft

Reference 97

CME-75 / Charlie BroughTesTech, Inc.

N 1661238.46 E 194284.73

729.34 ft



06/01/2010


Indianapolis DPW


Not measured

728.96 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.1 ft

2.0 ft

0.7 ft

10.0 ft

85.0 ft85.0 ft

68.0 ft

Reference 97


N 1669934.72 E 199549.41

722.35 ft



06/15/2010


Indianapolis DPW


Not measured

722.03 ft

NOTES :







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

8.9 ft

2.0 ft

0.8 ft

30.0 ft

224.0 ft224.8 ft

189.0 ft

Reference 97


N 1669932.24 E 199542.56

722.11 ft



06/09/2010


Indianapolis DPW


Not measured

721.76 ft

NOTES :


Vernon Fork





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

8.7 ft

2.0 ft

1.4 ft

30.0 ft

115.1 ft114.2 ft

80.7 ft

Reference 97


N 1669926.74 E 199532.09

722.19 ft



06/07/2010


Indianapolis DPW


Not measured

721.76 ft

NOTES :


Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR





LOWER SEALType : Bentonite chips

SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

6.3 ft

2.0 ft

2.0 ft

10.0 ft

82.2 ft82.2 ft

65.8 ft

Reference 97


N 1669967.60 E 199612.05

723.58 ft



06/24/2010


Indianapolis DPW


Not measured

723.04 ft

NOTES : Cored to 226.2'. Tes Tech meaurement showed well at 229' BGS. Recovery must have been lost on the first run.







START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

5.4 ft

2.0 ft

1.0 ft

30.0 ft

228.0 ft228.0 ft

190.0 ft

Reference 97


N 1669962.74 E 199602.39

723.38 ft



06/21/2010


Indianapolis DPW


Not measured

722.96 ft

NOTES :


Vernon Fork





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

7.5 ft

2.0 ft

4.7 ft

30.0 ft

118.5 ft118.5 ft

84.5 ft

Reference 97


N 1669958.11 E 199592.91

723.34 ft



06/17/2010


Indianapolis DPW


Not measured

723.04 ft

NOTES :

INSTALLATION METHOD : Bentonite pellets set as lower seal from 72' to 71' BGS. 2" sch 80 pvc 0.010 slot screen setfrom 71.0' to 61.0' BGS. 2" sch 80 pvc riser set from 61.0' to ground surface. #4 filter sand pack set from 71.0' to 53.0' BGS.Bentonite pellets set from 53.0' to 46.0' BGS as primary seal. 2 to 1 portland cement to bentonite gel grout set as surface sealfrom 46.0' to ground surface.

Overburden





START DATE

APPROVED BY

DRILL RIG / DRILLER

CHECKED BY

DRILLING CONTRACTOR






SHEET 1 OF 1



GROUND SURFACE

RISER TOP ELEVATION

STRATUM MONITORED

INSPECTOR


BLACK & VEATCH

BV

W M

ON

ITO

RIN

G W

ELL

FLU

SH

MO

UN

T 0

6240

9 -

BV

WA

TE

R G

INT

123

008.

GD

T -

8/2

1/13

10:

18I:

\PR

OJE

CT

S\1

6629

2\G

INT

\FC

WR

TS

PH

AS

ES

2 &

3.G

PJ

7.0 ft

2.0 ft

1.0 ft

10.0 ft

71.0 ft71.0 ft

53.0 ft

Reference 97

appendix c piezometer installation logs

Documents