illl region iv · borehole log roy f. weston, inc. client site name well id northing easting...

oo

Document Control No. 4400-03-ADWH

Revision 1

REMEDIAL INVESTIGATIONAPPENDICES A - B

ABC ONE-HOUR CLEANERSOPERABLE UNIT 2

JACKSONVILLE, NORTH CAROLINA

Work Assignment No. 03-4L9E

MAY 199410098570

I l l lREGION IV

U.S. EPA CONTRACT NO. 68-W9-0057

Roy F. Weston, Inc.1880-H Beaver Ridge CircleNorcross, Georgia 30071

(404) 263-5400

WESTON W.O. No. 04400-003-022-0005-12

Appendix A

This document was prepared by Roy F Weston Inc expressly for EPA It shall not be released or disclosed in whole or in partwithout the express written permission of EPA

Remedial Investigation ReportABC One-Hour Cleaners SiteSection Appendix ARevision 1Date May 1994

APPENDIX A

BORING LOGS FOR MONITOR WELLS, PIEZOMETERS, AND SODL BORINGS

NOR/G \HOME\WP\04400\003\RPDDN 7 WP

Borehole Log ROY F. WESTON, Inc.

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HUR CLEANERS

S-ll

0.0000 estimated0.0000 estimated0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

31.00

KEITH PASS

MCCALL BROTHERS

MOBILE B-57

09/11/93

09/11/93

ELE

VA

TIO

N

-1 .

-2 -

-3 -

-4 -

-5 -1

-6 J

-7 .

-8-

-9 -

-10 -

- 1 1

-12 -I

_ 1 T J

- 1 L -

.1C

-16-

-II-

-18-

-19 -

-20 -

DE

PT

H

- 1

• 2

-3

.4

-5

•6

. 7

•8

. 9

-10

•12

17

1C

.16

• 18

• 19

• 20

MA

TE

RIA

L

jnz:

— ——

^

— , —u..

~E.

r™:

rzE:

~ "

Eriir;

_, — _

EEET ,

EE_,

iEE:

%

RE

CO

VE

RY

100

100

100

100

100

100

100

100

100

CLASSIFICATION

Silty sand, SM

Si Ity sand SM

Si Ity sand SM

Si Ity sand SM

Sandy elastic silt, MH

SHty sand, SM

Si Ity sand, SM

Well graded sand withsilt. SW-SMSi Ity sand, SM

Well graded sand withsilt, SW-SM

COLOR

LIGHT BROWN

LIGHT GREY

LIGHT GREY

LIGHT GREY

LIGHT GREY

LIGHT GREY

LIGHT GREY

REDDISH BROWNLIGHT GREY

LIGHT BROWN

ST

RE

NG

TH

LSE

SFT

SFT

SFT

FRM

SFT

SFT

SFTSFT

SFT

MO

IST

UR

E

DMP

DMP

WET

WET

MSI

MST

MST

SATSAT

SAT

BLO

W

CO

UN

T

1

0

2

3

1

4

2

1I/

6

11

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

HNU 0.0

HNU 0 0

HNU 0.0

HNU 0 0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

COMMENTS

Soil description fromcuttings.

Soil description from

Minor iron-staining.



11/13/93 Page: 1 of 2

Borehole Log ROY F. WESTON, Inc.

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HUR CLEANERS

S-ll

0.0000 estimated0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

31.00

KEITH PASS

MCCALL BROTHERS

MOBILE B-57

09/11/93

09/11/93

zoMEH

>W

w

-21 -

-22 -

-23 -

-24 -

-25 -

-26-

-27-

- 2 8 -

- 2 9 -

-30 -

-31

- 32 -

-33 -

-34 -

-35 -

-36-

-37-

-38-

- 3 9 -

-40 -

aHa,wa

- 21

-22

123

• 24

- 2 5

-26

-27

-28

•29

•30

- 31

• 32

•33

•34

•35

•36

•37

•38

•39

•40

i *)

M

CdEH

3- — _

_^_J!

__ r *_

— r._

iinzr

iz^zr

.— "•

~'7~~

— 1_.

HC^X.r— .

-mf

— • —

"IZIT— t--^-

K

^804

df

100

75

87

75

75

CLASSIFICATION

Well graded sand withsi t t , SW-SM

SHty sand, SM


SHty sand, SM

SHty sand, SM


COLOR

LIGHT BROWN

LIGHT GREY

YELLOW

YELLOW

YELLOW

YELLOW

XEHO

W

HW

SFT

SFT

SFT

SFT

SFT

SFT

IdKDEHWMO

SAT

SAT

SAT

SAT

SAT

SAT

EH2DO0

so.JOQ

1

7

2

3

2347

8

'888

61011

EHZ O

D W 2iJ S MW D QM Cd <fa EH W

ZM

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

COMMENTS

Flowing sands codingup angers approximatelyone foot.

Last spoon.

11/13/93 Page: 2 of 2

Borehole Log ROYF. WESTON, Inc.

CLIENTSITE NAMEWELL IDN O R T H I N GEASTINGELEVATION

USEPAABC ONE HOUR CLEANERSC-9


TOTAL DEPTHLOGGERD R I L L I N G COMPANYD R I L L I N G R I GDATE STARTEDDATE COMPLETED

30.00KEITH PASSMCCALL BROTHERSMOBILE B-5709/10/9309/10/93

ELE

VA

TIO

N

-1 -

-2 -\

-3 -

-4 -

-5 j

-6 -

-7 -

-8 -

-9 •

-10 .

-11 -

.15

-13-

-15 -

-lo -

-17-

•IB •

-19 -

-20 -

DE

PT

H

- 1

r 2

-3

-4

. 5

•6

-7

• 8

. 9

m

• 11

1?

13

15

-17

10

19

- 20

MA

TE

RIA

L

1 — i — i

.' ..—

— i —' 1 '

>

! 1 ', ' *

— , —

1

EEr.

i_,_...1—1 —_ — _.

'.>< 4

>

>

rzz:._—_•«.

. «— _*.

%

RE

CO

VE

RY

100

87

100

100

15

75

75

100

100

100

100

CLASSIFICATION

Well graded sand withsilt SW-SM

Well graded sand withsilt SW-SMWell graded sand withsilt, SW-SH


Si Ity sand SM

Clayey sand, SC


SHty sand SM

Si Ity sand, SM

Sandy lean clay, CL

Sandy lean clay, CL

Si Ity sand, SM

Si Ity sand, SM

COLOR

DARK BROWN

DARK BROWN

BROWN

BROUN

LIGHT BROWN

GRAY

GRAY

GRAY

GRAY

GRAY

GRAY

GRAY

GRAY

ST

RE

NG

TH

LSE

LSE

SFT

SFT

SFT

SFT

SFT

SFT

SFT

SFT

STF

SFT

SFT

MO

IST

UR

E

DMP

DMP

DMP

DMP

DMP

DMP

WET

WET

MST

WET

WET

WET

WET

BLO

W

CO

UN

T

6m11V

4t.

^

2£-3S

4

?

I?

2

1

100

1

00

44

3

4U

4

\n

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

HNU 0.0

HNU 0.0

HNV 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0 0

HNU 0 0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

COMMENTS

Some minor iron-staining

A little moist 3 bottomof spoon.

01/21/94 Page: 1 of 4

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPAABC ONE HOUR CLEANERS

C-9


0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

30.00

KEITH PASS

MCCALL BROTHERS

MOBILE B-57

09/10/93

09/10/93

ELE

VA

TIO

N

-21 -

-22 -

-23 -

-24 -

-25 -

-26 -

-2/J

-28 -

-29 •

-30 -

.-71

.73

-33 -

-34-

-35 -

-36-

-Sf •

-38 -

-39-

-40 -

DE

PT

H

• 21

• 22

23

• 24

• 25

• 26

•27

• 28

• 29

• 30

T1

73

33

r34

•35

36

• 5f

• 38

L39

- 40

MA

TE

RIA

L

— i —

•— , r-

•|_ _| :;

— i —,

— ' — <~

._, _.

.- _.

_nirz;

~"' . • .(

' • '

"". ' . '

1 ,

~''~''~

,

~— —

%

RE

CO

VE

RY

100

100

100

100

100

100

100

CLASSIFICATION

Si Ity sand, SM

Si Ity sand, SM

SHty sand SM

Well graded sand witheilt- SU-SM


Si Ity sand, SM

Si Ity sand, SM

SHty sand, SM

COLOR

GRAY

GRAY

GRAY

GRAY

GRAY

GREY

GREY

LIGHT GREY

ST

RE

NG

TH

SFT

SFT

SFT

SFT

SFT

FRM

FRM

FRH

MO

IST

UR

E

|

WET

WET

WET

SAT

SAT

WET

WET

SAT

BLO

W

CO

UN

T]

3

4n

s

8

6j56

6

<>l,

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

HNU 0 0

HNU 0.0

HNU 0 0

HNU 0 0

HNU 0.0

OVA 0.0

COMMENTS

Last split-spoon 0 inter-

GREY, COARSE SAND WITHc T i T Awn n AY

GREY COARSE TO FINEGRAINED SAND W/SLIGHTSILT AND CLAY CONTENT.

VERY FINE TO COARSEGRAINED QUARTZ RICH SANDW/SILT AND CLAY.

01/21/94 Page: 2 of 4


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HOUR CLEANERS

C-9


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

30.00

KEITH PASS

MCCALL BROTHERS

MOBILE B-57

09/10/93

09/10/93

ELE

VA

TIO

N

-41 -

-42 -

-43 -

-44 -

-45 -

-46-

-47 -

-48 •

-49 -

-50 -

-S1

- 5 2 -

-53 -

- 5 4 -

-55 -

ex

-?( -

-58 -

-59 -

-60 -

DE

PT

H

• 41

• 42

• 43

•44

•45

•46

• 47

• 48

•49

i- 50

c-l

- 5 2

-53

-54

-55

cx

-58

-59

- 60

MA

TE

RIA

L

i

-.-, .

• • • '

1

._. ...

"

•-, -

J 1 .

._, _.

EEEE

_ — _.

mz

™r:

._ — r..— i —.1 — i —• • '-•— i —

E r:

~~— — •. ' .

%

RE

CO

VE

RY

100

100

CLASSIFICATION

Si Ity sand SM

Silty sand, SM

Si Ity sand, SM

COLOR

LIGHT GREY

GREY

GREY

ST

RE

NG

TH

FRM

FRM

FRM

MO

IST

UR

E

SAT

SAT

SAT

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

OVA 0.0

OVA 0.0

COMMENTS

VERY FINE TO COARSE

W/SILT AND CLAY.

LIGHT GREY SAND WITH SILTAND LITTLE CLAY.

01/21/94 Page: 3 of 4

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


C-9

0.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

30.00

KEITH PASS

MCCALL BROTHERS

MOBILE B-57

09/10/93

09/10/93

2OH

g

W

U

-61 -

-62 -

-63-

-64 -

-65 -

-66 •

-67-

-68-

-69-

-70-

-71 -

-72-

-73-

-74-

-75 -

-76-

-77-

-78-

-79-

-80-

XEH

WQ

-61

-62

• 63

•64

•65

• 66

•67

•68

•69

• 70

• 71

-72

-73

- 74

-75

-76

-77

-78

-79

-80

3H

WEH

*^

,. ... ,

M

•••••I••••

,K

1Wa<*>

100

100

CLASSIFICATION

Si Ity sand, SM

Sandy lean clay, CL

Organic soi I, OL/OH

COLOR

GREY

DARK GREY

WHITE, GREY, DKG

KEHO

1EHW

FRM

FRH

FRM

W

DEHWMOX

SAT

SAT

SAT

H2

O0

8m

EH2 O

Q H 21-1 S Hw o nM « <fa EH H

CO CC2M

OVA 0.0

COMMENTS

DARK GREY, SAND SILTYCLAY LAYER.

BUKiNO icKnlNATED AT 76.5f t . BGS.Castle Hayne Form.

01/21/94 Page: 4 of 4


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


C-100.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

76.50

JEFF L. EYMAN

MCCALL BROTHERS

INGERSOLL-RAND, MODEL T3W

09/28/93

09/28/93

z0HEH

W

W

-1 -

-2 -

-3 -

-4 -

-5 -

- 6 -

- 7 -

-8 •

-9 -

-10 -

-11 -.

- 1 2 -

-13 -

-14 -

1C1 J •

-16-

-17-

-18-

-19 -

-20 -

XHft.WQ

- 1

- 2

• 3

• 4

- 5

•6

• 7

• 8

• 9

-10

• 11

•12

•13

1C• O

• 16

• 17

• 18

-19

• 20

t if£

K

EH

2

=

zEE

——

mim——— — •

—^™* ~"

IZII7

izin

X

W>8wK

*100

100

100

100

CLASSIFICATION

Elastic silt, MH

Silt, ML

Poorly graded sand, SP


COLOR

DARK BROWN

DARK BROWN

GARYISH BROWN

GRAY

KH0ZWa.EHV)

SFT

NA

WffiDEHWl-lOX

MST

EHZDOU

J£

O

CO

EHZ O

O « 2J £ HU D QM 05 rt!fa EH W

10 OSZH

COMMENTS

11/11/93 Page: 1 of 5


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


C-100.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

76.50

JEFF L. EYMAN

MCCALL BROTHERS


09/28/93

09/28/93

ELE

VA

TIO

N

-21 -

-22 -

-23 -

-24 -

-25 -

-26 -

-27 -

-28-

-29 -

-30 -

-31 -

- 3 2 -

-33 -

-34 -

- 35 -

-36 -

-37 -

-38-

-39-

-40 -

DE

PT

H

-21

- 22

-23

- 2 4

-25

-26

27

-28

-29

-30

.31

-32

-33

-34

r35

• 36

•37

•38

• 39

• 40

MA

TE

RIA

L

rzi;E

~-^^.

"EEr'"E^Ezzn:

%

RE

CO

VE

RY

100

100

100

100

CLASSIFICATION


SHty sand, SM

Not Classified - Incomplete Data


COLOR

GRAY

GRAY

GRAY

6

GRAY

ST

RE

NG

TH

MO

IST

UR

E

]

BLO

W

CO

UN

T]

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

COMMENTS

11/11/93 Pagre: 2 of 5

C L I E N T

SITE NAME

WELL ID

N O R T H I N G

EASTING

E L E V A T I O N

USEPA

ABC ONE HOUR CLEANERSC-100.0000 estimated0.0000 estimated0.000 estimated

TOTAL D E P T H

LOGGER

D R I L L I N G COMPANY

D R I L L I N G R I G

DATE STARTED

D A T E COMPLETED

76.50JEFF L. EYMANMCCALL BROTHERSINGERSOLL-RAND ,09/28/9309/28/93

MODEL T3W

2OMEH

Uaw

-41 -

-42 -

-43 -

- 4 4 -

-45 -

-46 -

-47-

-48 -

-49-

-50 •

-51 -

CTJJ -

- 5 6 -

- 5 8 -

- 5 9 -

fn-OU -

XHa.wD

- 4 1

•42

• 43

-44

• 45

-46

• 47

• 48

• 49

• 50

-51

CT• JJ

Cl• JH

- 5 6

• 58

• 59

i-l

MKWEH

2

,

>•<Kaooa

*

100

100

100

100

CLASSIFICATION


Not Classif ied - Incomplete Data

Clayey sand, SC

Clayey sand, SC


COLOR

GRAY

GRAY

LIGHT GRAY

LIGHT GRAY

LIGHT GRAY

XEH

Z

§EHW

HOS

EHWMO2

EHZJ3

O0

IfjCO

EHZ C5

Q W Z|J 2 HW D QM K rtfa EH H

CO OiZM

COMMENTS

11/11/93 Page: 3 of 5


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


C-100.0000 estimated0.0000 estimated0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

76.50

JEFF L. EYMAN

MCCALL BROTHERS


09/28/9309/28/93

ELE

VA

TIO

N

-61 -

-62 -

-63 -

-64-

-65 -

-66 •

-67-

-68 -

-69-

-70 -

-71 •

-72 i

-73 -

-74 -

_7CI J •

-76-

-77 -

-78-

-79-

-80 -

DE

PT

H

-61

•62

•63

•64

• 65

•66

•67

•68

•69

• 70

. 71

•72

• 73

•74

•7C• 1 J

•76

•77

•78

•79

• 80

MA

TE

RIA

L

%

RE

CO

VE

RY

100

100

100

100

CLASSIFICATION



Clayey sand, SC

Clayey sand, SC


COLOR

LIGHT GRAY

LIGHT GRAY

LIGHT GRAY

LIGHT GRAY

LIGHT GRAY

ST

RE

NG

TH

MO

IST

UR

E

|

BLOW

CO

UNT]

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

1

COMMENTS

Seeing limestone incuttings.

11/11/93 Page: 4 of 5


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


C-10

0.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

76.50

JEFF L. EYMAN

MCCALL BROTHERS


09/28/93

09/28/93

ELE

VA

TIO

N

-81 -

-82 -

-83 -

-84-

-85 -

-86-

-87-

-88-

-89-

-90 -

-91 -

- 9 2 -

-93 -

-94-

-95 -

-96-

-97-

-98-

-99 -

-100 -

DE

PT

H

-81

• 82

-83

• 84

• 85

• 86

• 87

• 88

• 89

r90

-91

-92

-93

-94

-95

-96

•97

•98

-99

t100

MA

TE

RIA

L

%

RE

CO

VE

RY

100

CLASSIFICATION



COLOR

LIGHT GRAY

GRAYISH BROWN

ST

RE

NG

TH

MO

IST

UR

E

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

TR

EA

DIN

G

COMMENTS

11/11/93 Page: 5 of 5

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


C-ll0.0000 estimated0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

108.00JEFF L. EYMANMCCALL BROTHERSINGERSOLL-RAND, MODEL T3W09/30/9309/30/93

2OMEH

Ua

-1 .

-2 -

-3 -

-4 -

-5 •

-6 -

-7 -

-8-

-9 -

-10 -

-11 -

- 1 2 -

-13 -

-14 •

-16-

-17-

-18-

-19 -i

-20 -

XEHCMWQ

- 1

• 2

-3

-4

-5

-6

-7

-8

-9

• 10

• 11

•12

• 13

• 14

•1C• \J

• 16

• 17

• 18

• 19

• 20

! (H

WEH

2

»

>H

Kw^>8wdf

100

100

100

100

CLASSIFICATION





COLOR

YELLOW

YELLOW

LIGHT GREY

LIGHT GREY

XEHO

W«EHCO

SFT

SFT

SFT

FRM

UOiDEHCOMO2

DMP

DMP

WET

SAT

HZDOU

&0J00

HZ O

o u z1-1 2 MW D QH « <fa EH U

CO KZM

COMMENTS

Clay rich fine grainedsand layers.

Sand rich clay layer.Sand is medium to veryfine grained.

Non-cemented fine grainedsands with some sand andsilt.

Very fine to fine grainedsands with some shellfragments and small per-centage of clay and silt.

11/13/93 Page: 1 of 6

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


C-ll0.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

108.00JEFF L. EYMAN

MCCALL BROTHERS

INGERSOLL-RAND, MODEL T3W09/30/93

09/30/93

2OMEH<>Wi-JW

-21 -

- 2 2 -

-23 -

-24 -

-25 -

- 2 6 -

-27 -

-28-

-29 J

-30 -

-31 -

- 3 2 -

-33 -

-34 -

-35 -

-36-

-37-

-38-

-39 -

-40 -i

aEHCMHa

• 2 1

- 2 2

•23

-24

•25

•26

•27

•28

-29

•30

•31

- 3 2

• 33

-34

35

•36

-37

• 38

•39

• 40

J<CMCMHHA2

SH«H

§UWA

df

CLASSIFICATION


COLOR

LIGHT GREY

XEHOZaCMHCO

FRM

UKDEHCOMOs

SAT

EHZD

8so-Jn

EH2 O

Q H 2J 2 MW D QM CM <fa EH U

CO KZM

COMMENTS

Very fine to fine grainedsands wi th some shellfragments and small per-centage of clay and silt.

11/13/93 Page: 2 of 6


CLIENT : USEPA TOTAL DEPTH 108.00

SITE NAME : ABC ONE HOUR CLEANERS LOGGER JEFF L. EYMANWELL ID : C-ll DRILLING COMPANY MCCALL BROTHERS

NORTHING : 0.0000 estimated DRILLING RIG INGERSOLL-RAND, MODEL T3W

EASTING : 0.0000 estimated DATE STARTED 09/30/93

ELEVATION : 0.000 estimated DATE COMPLETED 09/30/93

ELE

VA

TIO

N

-41 -

- 4 2 -

-43 -

-44 -

-45 -

-46 -

-47 -

-48-

-49 -

- 5 0 -

-51 -

- 5 2 -

-53 -

- 5 4 -

-55 -

- 5 6 -

- 5 7 -

-58-

- 5 9 -

-60 -

DE

PT

H

-41

-42

-43

-44

- 45

r46

-47

-48

• 49

- 5 0

• 51

• 52

- 5 3

- 5 4

L 5 5

• 5 6

- 5 7

•58

•59

• 60

MA

TE

RIA

L

.-___.

r', ....— i —

— —

""* ' '

=

:EE--;— -

nm

•EErinzni

._._.

n i:

%

RE

CO

VE

RY

100

CLASSIFICATION


SHty sand, SM

COLOR

LIGHT GREY

YELLOW

ST

RE

NG

TH

FRM

FRMM

OIS

TU

RE

SAT

SAT

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

COMMENTS

Very fine to fine grainedsands with some shellfragments and small per-centage of clay and silt.

Very fine to fine grainedsand wi th small percent-age of clay and silt.

11/13/93 Page: 3 of 6

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HOUR CLEANERSC-ll0.0000 estimated0.0000 estimated0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

108.00JEFF L. EYMANMCCALL BROTHERSINGERSOLL-RAND, MODEL T3W09/30/9309/30/93

2OMEH<

W.4W

-61 -

-62 -

-63 -

-64 -

-65 -

-66-

-67-

-68 -

-69 -

-70 -

-71 -

- 7 2 -

-73-

-74 -

-75 -

-76-

-77 -

-78-

-79-

-80-

XEHCMWQ

• 61

•62

•63

•64

•65

66

•67

• 68

•69

• 70

• 71

•72

73

V71,

•75

•76

• 77

•78

• 79

•80

*1<MKWH

2

^

EE

rEE

••iEF

i^^.—._, !_.

EE•• -— ••

EEr

EE:

•— — . T"'

«.._

Hr IT

i~E~i.

mmir

izrr:

EE— — — •

•" '-" ••

JHtfW>8§#

CLASSIFICATION

Si Ity sand, SM

COLOR

YELLOW

XEHOZaKEHCO

FRM

HaDEHCOMO2

SAT

EHZDOU

50JCQ

EHZ O

a pa 2J 2 Mpa D Q>-< K <fa EH W

CO KZH

COMMENTS

Very fine to fine grainedsand wi th small percent-age of clay and si It.

11/13/93 Page: 4 of 6

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HOUR CLEANERSC-ll0.0000 estimated0.0000 estimated0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

108.00

JEFF L. EYMAN

MCCALL BROTHERS


09/30/93

09/30/93

2OMEH<>pajw

-81 -

-82 -

-83 -

-84 •

-85 -

-86-

-87-

-88 J

-89-

-90 -

-91 -

-92 -

-93 -

-94 -

-95 -

-96-

O7y f •

-98 -

-99 .

-100 -

XEHCMpaQ

• 81

• 82

•83

-84

• 85

• 86

• 87

• 88

• 89

- 90

• 91

• 92

-93

L94

• 95

• 96

O7• T f

-98

• 99

•t rtf\I 100

J<MCMpaH

2

~—. -

rEE

1ZZT

EE

EE

EEznm;

^-^

EE

XCMu>8pa(X

<jf

100

100

CLASSIFICATION

SHty sand, SM

Lean clay, CL

Si It wi th sand, ML

COLOR

YELLOW

GREY

LIGHT GREY

XEHOz§HW

FRM

FRM

FRM

UKDEHCOMO•£.

SAT

SAT

SAT

EHZDOU

§Jto

EH2 O

Q pa 2!-) 2 H

W D QM CM <fa EH Da

CO AZ1-1

COMMENTS

Very fine to fine grainedsand wi th small percent-age of clay and silt.

Fine grained sand in clayand silt layer.

Castle Hayne Formation.

11/13/93 Page: 5 of 6


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPAABC ONE HOUR CLEANERSC-ll0.0000 estimated0.0000 estimated0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

108.00JEFF L. EYMAN

MCCALL BROTHERS


09/30/93

09/30/93

ELE

VA

TIO

N

-101 -

-102-

-103 -

-104-

-105 -

-106-

-107 -

-108-

-109-

-110 J

-111 -

- 1 1 2 -

-113 -

-114 -

-115 -

-116-

-117-

-118 -\

-119-

-120 -

DE

PT

H

101

•102

• 103

•104

•105

• 106

• 107

• 108

•109

• 110

• 111

•112

• 113

• 114

• 115

• 116

• 117

• 118

• 119

• 120

MA

TE

RIA

L

_r^

EE^E

]^-£EE

EE^-^

%

RE

CO

VE

RY

CLASSIFICATION

Si It wi th sand, ML

COLOR

LIGHT GREY

ST

RE

NG

TH

FRM

MO

IST

UR

E

SAT

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

COMMENTS

Castle Hayne Formation.

11/13/93 Page: 6 of 6

CLIENT :

SITE NAME :

WELL ID :

NORTHING :

EASTING :

ELEVATION :

USEPA


PZ-1&2

0.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

29.00

KEITH PASS

MCCALL BROTHERS

MOBILE B-57

09/09/93

09/09/93

2OMEH

paw

-1 -

-2 •

-3 -

-4 -

-5 .

- 6 -

- 7 -

- 8 -

- 9 -

-10 -

-11 -

-12 -

-13 -

-14 -

_ 1C

- 16 -

-18 -

-19 -

-20 -

XEHCMPaQ

1

- 2

- 3

- 4

- 5

- 6

r 7

- 8

- 9

• 10

• 11

- 12

-13

- 14

1C

-16

• 18

• 19

• 20

. T

M

paEH

2fj lll-— . _.hv

•

EEE

=—.-, r-.

.—I

1

._, L...

1 ZT7

_^m

imr

~^T—

—•—•_

-IZtZlZT

EEE*"

,• i

:':; • _

L.,

EEEmr:

CM"u£>

oO

§

*>

50

62

5

CLASSIFICATION

SHty sand, SM

Well graded sand with'

SHty sand, SM

Clayey sand, SC

Well graded sand withc i l f sU-^M


COLOR

BROWN

LIGHT BROWN

LIGHT GRAY

LIGHT GRAY

LIGHT GRAY

LIGHT GRAY

XEHO

ttEHCO

LSE

SFT

SFT

FRM

SFT

SH

WCC"DHCOM

O2

DMP

MST

MST

DMP

SAT

SAT

HZDOU

1CQ

b434

5

7

44

HZ O

Q Pa 2hJ 2 HH D QH 05 <fa EH pa

CO Pi2M

HNU 0.0

HNU 0.0

HNU 30.0

HNU 0.0

HNU 0.0

COMMENTS

Gravel f 1 1 1 materialfirst 3".

11/13/93 Page: 1 of 2

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


PZ-1&2


0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

29.00

KEITH PASS

MCCALL BROTHERS

MOBILE B-57

09/09/93

09/09/93

20M

EH

Hjjpa

-21 -

-22 -

-23 -

-24 -

-25 -

- 2 6 -

-27-

- 2 8 -

-29 -

-30 -

-31 -

- 3 2 -

-33 -

-34 -

-35 -

-36-

-37-

- 3 8 -

-39 -

-40 -

XEHCMPaQ

- 21

- 2 2

-23

-24

-25

- 26

^27

-28

- 29

-30

1-31

-32

-33

-34

-35

-36

• 37

-38

L39

-40

jjM05WHt£*

• '•

--W..W.

• ^ •— — •—

— ~~~~

T-^~

L_J...

T**— r— ~

^Z!2T•'—r-'—--

_._ —

— — _ —

-.— 1 —

•r-'-r—

--. —

OJw>ouwccdf

62

100

87

25

CLASSIFICATION


Wel l graded sand w i thsilt, SW-SM

Wel l graded sand w i thsilt, SW-SH

Well graded sand wi thsilt, SW-SM

Wel l graded sand w i thsilt, SW-SM

COLOR

LIGHT GRAY

LIGHT GRAY

GRAY

GRAY

GRAY

XEHOZ

§EHCO

SFT

SFT

SFT

SFT

SFT

[V]

«DEHCOHO

SAT

SAT

SAT

SAT

SAT

EHZDO0

3O

m

|66

44

1

12

644

EH2 O

a Pa 2J 2 Mu D aM 05 <fa EH pa

CO KzM

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

COMMENTS

11/13/93 Page: 2 of 2

CLIENTSITE NAMEWELL IDNORTHINGEASTINGELEVATION

USEPAABC ONE HOUR CLEANERSPZ-01


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

80.00DAVID NELSONMCCALL BROTHERSINGERSOLL-RAND, MODEL T3W09/10/9309/10/93

Z0MHA

paijw

-1 -

-2 -

-3 -

-4 -

-5 -

- 6 -

-7 -

- 8 -

- 9 -

-10 -

-11 -

-12 -

-13 -

-14 -

-15 -

-16 -

-17-

-18-

-19-

-20 -

XEHCMpaQ

1

2

3

-4

- 5

• 6

-7

• 8

• 9

- 10

- 11

• 12

• 13

- 14

15

r 16

• 17

•18

• 19

•20

£MAWEH

2

>H«pa

8paKdP

CLASSIFICATION COLORHOZwOSEHCO

paOSDEHCOH

O2

EHZ

Orj

5OJm

EHZ O

Q &a za 2 Hpa D QM 05 <fa EH pa

co a:zM

COMMENTS

11/13/93 Page: 1 of 4


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HOUR CLEANERSPZ-010.0000 estimated0.0000 estimated0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

80.00

DAVID NELSONMCCALL BROTHERS

INGERSOLL-RAND, MODEL T3W09/10/9309/10/93

2OMEH

WJpa

-21 -

-22 -

-23 -

- 2 4 -

-25 -

- 2 6 -

-27 -

-28-

-29 -

- 3 0 -

-31 -i

- 32 -

-33 -

-34 -

-35 -

-36-

-37-

-38-

-39-

-40 -

XEHCMpaa

• 21

•22

- 2 3

•24

• 2 5

•26

- 27

-28

-29

-30

- 3 1

• 32

• 33

• 34

-35

-36

• 37

• 38

• 39

• 40

, I

M05paEH

2

— -—

,

ErE

EEE

inini

^ziz:

EEEE

EEi_._._T— r—

Xa.pa>8paosdf

100

CLASSIFICATION

SHty sand, SM

COLOR

GREY

XEH0ZpaPSEHCO

FRM

Pa05DHWMo2

WET

EHZDOO

50

m

Hz oQ U ZJ 2 MH D D

fa EH WCO KZ1-H

COMMENTS

Grey, coarse to finegrained, subangular tosubrounded, quartz richsand.

11/13/93 Page: 2 of 4


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

80.00

DAVID NELSON

MCCALL BROTHERS


09/10/9309/10/93

ELE

VA

TIO

N

-41 -

-42 -

-43 -

-44 -

-45 -

-46-

-47 -

- 4 8 -

- 4 9 -

-"in

_ C 1

- 5 2 -

-53 -

-54 -

-55 -

- 5 6 -

-57 -

- 5 8 -

-59 -

-60 -

DE

PT

H

-41

-42

- 43

-44

- 4 5

u46

-47

f 48

•49

. 5(1

C1

- 5 2

- 5 3

-54

- 5 5

-56

• 5 7

-58

r59

- 60

MA

TE

RIA

L

iznrr:

— — —

~' .~

- •

EE iT— 1

EEE

EE

JIZZ

E~z;

i mr

EEE

"EEE

%

RE

CO

VE

RY

100

CLASSIFICATION

SHty sand, SM

Lean clay, CL

COLOR

GREY

DARK GREY

ST

RE

NG

TH

FRM

FRM

MO

IST

UR

E

WET

WET

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

COMMENTS

Grey, coarse to finegrained, subangular tosubrounaed, quartz richsand.

Dark grey si Ity clay;overlies Castle Hayneaquifer.

11/13/93 Page: 3 of 4

C L I E N T

SITE NAME

W E L L ID

N O R T H I N G

E A S T I N G

ELEVATION

USEPA


PZ-01

0.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

D R I L L I N G COMPANY

D R I L L I N G R I G

DATE STARTED

DATE COMPLETED

80.00

DAVID NELSON

MCCALL BROTHERS

INGERSOLL-RAND,

09/10/93

09/10/93

MODEL T3W

ZoHEH<>pai-iw

-61 -

-62 -

-63 -

-64-

-65 -

-66-

-67-

-68 •

-69-

-70-

-71 -

-72-

-73 -

-74 -

-75 -

-76 -

-77-

-78-

-79-

-80 -

XEHCMWQ

-61

•62

•63

•64

r65

J<MKpaEH

2

'

•

!H05pa>oou05

#

100

^H|• 66 ^H|

^^n•67 ^^B

•68 ^Hl

^ Hl•69 ^H

^n• 70 ^H]

•l

• 71 ^ Hl

-72 ^H

-73 ^ 1

- 74 ^ 1

•75 ^H

•76 ^ 1

•77 ^ 1

•78 ^ 1

•79 ^ 1

•80 ^^^

CLASSIFICATION

Lean clay, CL

Organic soi I, OL/OH

COLOR

DARK GREY

GREYISH WHITE

XEHO

paasEHCO

FRM

FRM

EdCM

HWHO2

WET

SAT

E->ZDOo30Jm

EHZ O

Q a ztl 2 HW D QM 05 <fa EH Pa

CO C£ZM

COMMENTS

Dark grey silty clay;overlies Cast le Hayneaquifer.

Castle Hayne limestone.Boring terminated at 80bgs.

11/13/93 Page: 4 of 4

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HOUR CLEANERSPZ-3&4


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED


20MEH

paw

-1 -

-2 -

-3 -

-4 -

-5

-6 -

-7-

-8 -

-9-

-10 -

-11 -

-12 -

-13 -

-14 -

-15 -

-17 -

-18-

-19 -

-20 -

XHCMWa

- 1

- 2

•3

•4

L 5

•6

•7

•8

•9

• 10

• 11

- 12

- 13

- 14

- 15

1 A- I O

- 17

•18

• 19

• 20

, i

M

PaEH

£

>

'

,

'

,

'•

'

<

"* f~

ziz:

ErE:

;HCM"paJ>

OOWPS*100

100

100

100

CLASSIFICATION

Lean clay with sand, CL


Sandy lean clay, CL

SHty sand, SM

COLOR

GREY

GREY

GREY

GREY

XEHOZaa.EHCO

SFT

SFT

SFT

FRM

W

EHCOMO

DMP

DMP

DMP

WET

HZDOU3-0

CO

EH2 O

Q U 2J 2 Hpa D qM 05 rtfa EH pa

CO OSz

COMMENTS

Very fine grained greyquartz sand with 45%clay.

Grey very fine to fineDrained quartz sand with0 percent clay.

Grey fine grained quartzrich sand, silt, andclay.

11/13/93 Page: 1 of 4


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HOUR CLEANERSPZ-3&40.0000 estimated0.0000 estimated0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

80.00

DAVID NELSONMCCALL BROTHERSINGERSOLL-RAND, MODEL T3W09/12/9309/12/93

ELE

VA

TIO

N

-21 -

-22 -

-23 -

-24 -

-25 -

-26 -

-27-

-28 -

- 29 -

-7n

-71

- 3 2 -

-33 -

-34 -

-35 -

-36-

-37-

-38-

- 3 9 -

-40 •]

DE

PT

H

• 21

- 22

- 23

• 24

• 25

•26

• 27

-28

- 2 9

Xfi

•71

• 3 2

•33

• 34

•35

•36

•37

•38

• 39

- 40

MA

TE

RIA

L

— ' — —

. .- .

~

— i .....

•

— , —

EEE—IHLZ

•-1~ — '

"

EEE——

EEE

r"i.~7_

EEEE

tizr

~i__ —

%

RE

CO

VE

RY

100

100

100

100

CLASSIFICATION

Si Ity sand, SM

Silty sand, SM

SHty sand, SM

SHty sand, SM

Silty sand, SM

COLOR

GREY

GREY

GREY

GREY

GREY

ST

RE

NG

TH

I

FRM

FRM

FRM

FRM

FRM

MO

IST

UR

E

|

WET

WET

WET

WET

SAT

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

COMMENTS

Grey, very coarse to finegrained quartz sand withsi It and clay.

Grey coarse to very finegrained sands.

11/13/93 Page: 2 of 4

C L I E N T : USEPA

SITE NAME : ABC ONE HOUR CLEANERS

WELL ID : PZ-3&4

NORTHING : 0.0000 estimated

EASTING : 0.0000 estimated

ELEVATION : 0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

80.00

DAVID NELSON

MCCALL BROTHERS


09/12/93

09/12/93

ELE

VA

TIO

N

-41 -

-42 -

-43 -

-44 -

-45 •

- 46 -

-47 -

-48 -

-49 -

-50 -

-51 -

- 5 2 -

-53 -

-54 .

-55 -

-56 -

-57-

-58.

-59 J

-60 -

DE

PT

H

-41

-42

-43

-44

• 4 5

•46

•47

•48

• 49

•50

- 5 1

• 5 2

- 53

- 54

- 5 5

•56

• 5 7

•58

• 59

• 60

MA

TE

RIA

L

»•

, --

«^.r_»-'

EEE

IE'~~^:.

~-r -.

EEEI IT

,

. _. ..

-T IIIZI.

IIIIL

EzEE

EE:;:

EEE

ZHIl

""~E

; * ' <

%

RE

CO

VE

RY

100

100

100

CLASSIFICATION

Silty sand, SM

SHty sand, SM

Silty sand, SM

Sandy lean clay, CL

COLOR

GREY

GREY

GREY

DARK GREY

ST

RE

NG

TH

FRM

FRM

FRM

FRM

MO

IST

UR

E

I

SAT

SAT

SAT

SAT

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

COMMENTS

Grey coarse to very finegrained sands.

Dark grey sand si Ityclay.

11/13/93 Page: 3 of 4


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

80.00

DAVID NELSONMCCALL BROTHERSINGERSOLL-RAND, MODEL T3W09/12/9309/12/93

ELE

VA

TIO

N

-61 -

-62 -

-63 -

-64 -

-65 -

-66 •

-67-

-68 •

-69 -I

-70 _

-71 -

-72 -

-73 -

-74 -

-75 -

-76-

-77 -

-78-

-79-

-80 •

DE

PT

H

1-61

• 62

•63

•64

•65

•66

•67

• 68

• 69

• 70

• 71

•72

• 73

•74

•75

•76

• 77

•78

•79

• 80

MA

TE

RIA

L

'

•

HZZT

— .— . .

EEE

EE"

"irpr:

%

RE

CO

VE

RY

100

100

CLASSIFICATION

Sandy lean clay, CL

Si Ity sand, SM

Si Ity sand, SM


COLOR

DARK GREY

DARK GREY

GREY

WHITE, GRAY

ST

RE

NG

TH

FRM

FRM

FRM

FRM

MO

IST

UR

E

SAT

SAT

SAT

SAT

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

COMMENTS

Dark grey sand si l tyclay.

Dark grey coarse to finesand with silt and clay.

Castle Hayne limestone.Boring terminated at 80'bgs.

11/13/93 Page: 4 of 4

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


PZ-5&6

0.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

29.00

DAVID NELSON

MCCALL BROTHERS


09/13/93

09/13/93

zoHEH

ELE

V

-1 -

-2 •

-3 -

-4 -

-5 .

-6-

-7 •

-8 -

-9-

-10 -

-11 -

-12 •

-13-

-14 -

-16-

-18 -

-19 -

-20 -

XEHCMWQ

1

•2

• 3

• 4

. 5

•6

• 7

•8

• 9

• 10

• 11

•12

•13

• 14

• 16

• 1 1

• 18

• 19

• 20

i_Df£MOSWEH

3

, <

' " '•. '

' * '

1 H >

'

< H 1

, , '

•

' ;<

, '<

', <

•( -1 !

1 ""

< -1 )

ErE

itizrzizT

~~-

inz:

XOSpa^8wOS

100

100

100

62

100

100

CLASSIFICATION

Sandy si It, ML

Sandy lean clay, CL

Sandy fat clay, CH

Wei I -graded sand, SW

Fat clay with sand, CH

Well graded sand withSilt, SW-SM

SHty sand, SM


COLOR

DARK/GREY/BROWN

GREY

LIGHT GREY

LIGHT GREY

LIGHT GREY

GREY

GREY

LIGHT GREY

XEHO2

§EHcnLSE

SFT

SFT

SFT

SFT

LSE

LSE

LSE

pau.0HCOMO

DMP

MST

MST

MST

WET

SAT

SAT

SAT

HZDOO

ICO

44

6f,

EHZ Oo a z

^ 2 HW 0 QH OS <fa EH W

CO AZ

HNU 10.0

HNU 30.0

HNU 30.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

COMMENTS

Soil description fromcutting.Soi I description fromcuttings.


Soi I description fromcuttings.

11/13/93 Page: 1 of 2


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

29.00DAVID NELSONMCCALL BROTHERS

INGERSOLL-RAND, MODEL T3W09/13/9309/13/93

2OM

H

papa

-21 -

-22 -

- 23 -

-24

-25

-26-

- 2 7 -

-28 -

-29

-30 -

-31 -

- 32 -

-33 -

-34 -

-35 -

-36-

-37-

-38-

-39 -

-40-

XEHCMWQ

1-21

-22

-23

• 24

-26

-27

•28

• 29

-30

•31

- 3 2

-33

-34

-35

I 36

•37

•38

• 39

-40

J

1-1OSwH

2

JTZ— ~_., U_

1I7IZT

mm

—••' '

• -

— ' — ' —

_, L..

— — — —

HtZT

-IZHII

JM05pg

ou§*>

87

50

62

100

CLASSIFICATION

Well graded sand wi thsilt, SW-SM


Wel l graded sand withsilt, SW-SM



COLOR

LIGHT GREY

LIGHT GREY

LIGHT GREY

LIGHT GREY

LIGHT GREY

XEH0ZPaKEHCO

LSE

LSE

LSE

LSE

LSE

Pa05DEHCOHO2

SAT

SAT

SAT

SAT

SAT

EH2DOU

sov-Jm

3

3

4

66

2

5

554

£HZ O

a pa 2J 2 Mpa p afa H ta

co ct2H

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

COMMENTS

Flowing sand S 26 ft.

11/13/93 Page: 2 of 2

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED


2OM

EH<>pa.-}pa

-1 -

-2 •

-3 -

-4 •

-5 -

-6 -

- 7 -

-8 -

-9 •

-10 -

-11 -I

- 1 2 -

-13 -

-14 -

-15 -

-16-

-17-

-18-

-19-

-20 -

XEHCMcaQ

- 1

- 2

- 3

- 4

• 5

•6

• 7

• 8

• 9

• 10

• 11

• 12

• 13

. 14

- 15

- 16

•17

• 18

• 19

• 20

a<Ha.paEHf^2

XKW>OOpaKdP

CLASSIFICATION COLOR

XEHOZpaosEHCO

HKPHCOHO2

EHZDOU

SOJCO.

HZ O

D W Z.-) 2 MW S QM 05 «Cfa EH W

CO (£>ZHH

COMMENTS

11/13/93 Page: 1 of 4


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED


ELE

VA

TIO

N

-21 -

-22 -

-23 -

-24 -

-25 -

- 2 6 -

- 2 7 -

- 2 8 -

-29 -

-30 -

-31 -I

-32 -

- 3 3 -

-34 -

-35 -

-36 -

-37-

-38 -

-39 -\

-40 -

DE

PT

H

-21

22

23

•24

•25

•26

•27

•28

• 29

•30

• 31

32

• 33

• 34

•35

• 36

•37

• 38

• 39

• 40

MA

TE

RIA

L

"Ez:

IZ IT' *'

— — —

EE^E

EEE=:

EEE:

EEE

%

RE

CO

VE

RY

100100

100

CLASSIFICATION

Si Ity sand, SMSHty sand, SM

Si Ity sand, SM

COLOR

GRAYGRAY

GREY

ST

RE

NG

TH

FRMFRM

FRM

MO

IST

UR

E

WETSAT

SAT

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

OVA 0.0OVA 0.0

OVA 0.0

COMMENTS

Grey, clay rich, fine tocoarse grained sand.

Grey, clay rich sand.

11/13/93 Page: 2 of 4


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


PZ-050.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

80.00

DAVID NELSON

MCCALL BROTHERS


09/14/9309/14/93

ELE

VA

TIO

N

-41 -

- 4 2 -

- 4 3 -

-44 -

-45 -

- 4 6 -

- 4 7 -

-48 •

- 49 -

-50 •

-51 -

- 5 2 -

- 5 3 -

-54 •

-55 -

- 5 6 -

- 5 7 -

- 5 8 -

- 5 9 -

-60 -

DE

PT

H

-41

-42

•43

•44

• 4 5

h46

•47

• 48

•49

• 5 0

• 51

• 5 2

Ls3

• 5 4

• 5 5

•56

• 5 7

• 5 8

• 5 9

•60

MA

TE

RIA

L

__

EE~._, — ..

^

•~ *~ ••

IZlItCl

i ir::

inizr

..

^zir

EEEinn" ™ '

L._

zm;

IZITT

izir

EEE

unmi

%

RE

CO

VE

RY

100

100

100

CLASSIFICATION

Si Ity sand, SM

Si Ity sand, SM

Si Ity sand, SM

SHty sand, SM

COLOR

GREY

GREY

GREY

GREY

ST

RE

NG

TH

FRM

FRM

FRM

FRM

MO

IST

UR

E

|

SAT

SAT

SAT

SAT

BLOW

COU

NT]

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

OVA 0.0

OVA 0.0

OVA 0.0

OVA 0.0

COMMENTS



Grey, fine grained quartzsand with silt and clay.

Grey, coarse to finegrained sand with siltand clay.

11/13/93 Page : 3 of 4


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPAABC ONE HOUR CLEANERS

PZ-05


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

80.00

DAVID NELSON

MCCALL BROTHERS


09/14/9309/14/93

2OMEHA>WJW

-61 -

-62 -

-63 -

-64 -

-65 -

-66-

-67 •

-68 -

-69 -

-70 -

-71 -

-72 -

-73 -

-74 -

-75 -

-76-

-77-

-78 H

-79-

-80 -

XEHCMWQ

-61

-62

• 63

• 64

-65

-66

• 67

•68

•69

•70

• 71

• 72

• 73

• 74

•75

•76

•77

•78

•79

• 80

afCM05taEHAS

_i.•

1 ' ' •

,

_..

... •_. .

Jim

~ .. — —

".•,"' • ; •

^"_'J

>H

KW>O0wK

dP

100

CLASSIFICATION

Silty sand, SM

Not Classi f ied - Incomplete Data

COLOR

GREY

XEHO

W05EHCO

FRM

pa05DEHCOI— tO2

SAT

EHZD0O

5O,4CQ

HZ O

Q pa 2iJ 2 MW D QM as Afa EH Pa

CO KzM

OVA 0.0

COMMENTS

Grey, coarse to finegrained sand with siltand clay.

Castle Hayne Limestone.Raweyer, no returns ofcuttings. Boring termi-nated at 80 feet bgs.

11/13/93 Page: 4 of 4

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


SB-15


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

16.00

KEITH PASS

MCCALL BROTHERS

MOBILE B-57

09/09/93

09/09/93

zoHH

pa>4pa

-1 .

-2 -

-3 -

-4 -

-5 -

-6

-7-

-8 •

-9

-10 -,

-11 -

-12 -

-13 -

-14 -

-15 -

1 Alo -J

-17-

-18 -

-19 -

-20 -

XEHCMWQ

. 1

. 2

• 3

-4

• 5

• 6

• 7

• 8

. 9

• 10

• 11

r12

• 13

• 14

•15

1 A• IO

•17

• 18

• 19

•20

.4AMOSWEH

£

H*! f „ I?, t>jT ."\ <-J""SH*

- • — •-. — . —•

i••

1 — •-

• ;

E~E"" -T„_—"

• 7— ._.._._.«_ . «..,

EEE™* " * '

- — ,..— , —~^r~._

"znzir._nn!

OSpa

8§<w75

100

50

75

100

75

100

50

CLASSIFICATION

Silty sand with gravel, SM

Sandy si It, ML

Silt with sand, ML

Sandy silt, ML

SHty sand, SM

Si Ity sana, SM

Si Ity sand, SM

SHty sand, SM

COLOR

DARK BROWN

DARK GRAY

GRAY

GRAY

GRAY

GRAY

GRAY

GRAY

XEH0ZuEHCO

LSE

SFT

SFT

SFT

SFT

SFT

SFT

SFT

HCM

EHCOM

i

DMP

MST

WET

WET

MST

SAT

WET

SAT

EH2DOCJ

Oi403

13115

311

f12

4

4

3225

2235

44

l3

HZ O

Q W 2J 2 Hpa D QM CM rtt4 t W

CO OSzM

HNU 10.0

HNU 2.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 0.0

HNU 50.0

COMMENTS

Brass-tube lined spllt-spoon. Grave t i l l first

Gets wetter towardsbottom of spoon.

Brass tube lined split-spoon.

3" Wet sand lense inmiddle of spoon.

Brass tube lined split-spoon.

Brass lined split spoon.Saturated at bottom ofspoon.

11/13/93 Page: 1 of 1

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HOUR CLEANERSSB-160.0000 estimated0.0000 estimated0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

15.50

DAVID D. NELSONWESTONHAND AUGER09/10/9309/10/93

zOHEHA

a,4pa

-1 -

-2 -

-3 -

-4 -

-5 -

-6-

-7-

-8-

-9-

-10 -

-11 -

-12-

- 1X

-14 -

-16 -

-17-

-18 -

-19 -

-20-

XHCMWQ

- 1

. 2

-3

. 4

• 5

• 6

• 7

•8

• 9

• 10

- 1 1

- 12

17

- 14

- 16

• 17

- 18

- 19

-20

3M05paH

2

-., H - ,

~~HZII

— ' — —,

XXIf

>

^

« i

« ,

, < i

mim.

EE—1ZZZ

. ..

mr

x05paOUgdP

100100

100

28

100

100

100

100

CLASSIFICATION

Sandy lean clay, CL

Clayey saro, SC

Si Ity sana, SM

Clayey sand, SC

Sandy lean clay, CL

Sandy lean clay, CL

Si Ity sand, SM

Silty sand, SM

Si Ity sand, SM

COLOR

TAN/DARK BROWN

GREY BLACK

TAN/ORANGE/GREY

TAN/ORANGE/GREY

GREY/TAN/ORANGE

GREY/ORANGE

TAN/GREY

LIGHT GREY/TAN

GREY

XHOZUa,EHCO

SFT

SFT

SFT

SFT

SFT

FRM

SFT

LSE

LSE

pa(XDHCOM02DMP

DMP

DMP

DMP

DMP

MST

WET

SAT

SAT

HZ

0U

s03

EHZ O

a a zJ 2 Mu D aM OS Afa EH W

CO OSZM

COMMENTS

Hand auger entire boring;Boring within secondbui Iding.

Stiff clay; damp.

Partial ly stiff clay.

Boring completed to 15.5bgs. Last analyticalsample was saturated.Water table 3 15' bgs.

11/13/93 Page: 1 of 1

CLIENT :

SITE NAME :

WELL ID :

NORTHING

EASTING :

ELEVATION :

USEPA


SB-17


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

15.50DAVID NELSON

WESTON

HAND AUGER09/12/93

09/12/93

2OMEHA

paaW

-1 -

• 2

-3 -

-4 -

-5

-6-

-7 .

-8 -

-9

-10

-11 -

-121 C -

-13 -

- 1AIH -

-16 -

-17-

-18-1

-19-

-20-

XEHCMWQ

• 1

L 2

• 3

. 4

5

• 6

. 7

•8

9

10

• 11

121 £.

• 13

1C• 1 J

• 16

• 17

• 18

•19

•20

| T

^MOSPaEH

2, ' ' .

t ^ '

\- ' ,

<• ,

:• '

X>'% s ' >

< ' '

< ' +

; < ; i•( H

>t

pU>OUcaOSof

100

100

100

100

100

100

100

100

CLASSIFICATION

Sandy lean clay, CL

Clayey sand, SC

Clayey sand, SC

Clayey sand, SC

Clayey sand, SC

Clayey sand, SC


Sandy lean clay, CL

Clayey sand, SC

COLOR

GREY/GREY BROWN

BLK;BRN;GRY BRN

GREY;ORANGE/BRM

GREY/ORANGE GRE

GREY ORG/GRY BR

GREY; ORG BRN

GREY, -BROWN

GREY;BROWN;ORAN

XEHO

UOSEHCO

SFT

SFT

SFT

SFT

SFT

SFT

FRM

FRM

SFT

PaOSDEHCOM02DMP

MST

MST

MST

MST

WET

MST

WET

WET

EHZD0U

£5

Sm

EHz oO U Z>4 2 Mpa D an a, Afa EH W

CO OS2M

COMMENTS

Slight odor; brown togrey clay rich sand layeroverlain by organic richsandy clay.

Organic material-rootsclay rich sand.

Clay-rich sand; soft.

Fine sand with claymatrix.

3rd Soil Sample; Clayrich sand.

Layers become very clayrich to dominant ly claydownward.

Sand rich overlying clayrich sand.

Boring completed to15 feet.

11/13/93 Page: 1 of 1


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


SB-18


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

15.50

DAVID NELSON

MCCALL BROTHERS

INGERSOLL-RAND ,

09/12/93

09/12/93

MODEL T3W

2O1-1g

W>4W

-1 -

-2 -

-3 -

-it •

-5

-6 -

-7-

-8

-9 -

-10 -

-11 -

-12-

-13 •

-14 -

-15 -

-16-

-17-

-18 •

-19-

-20 J

aEHCMWQ

1

2

3

.4

5

6

7

3

9

-10

• 11

•12

-13

14

15

-16

• 17

• 18

•19

•20

t_3AH05paEHrf

^;:% L

' •

" ZT

\.

EEE— —

JH

OSpaoupaos*100

100

100

100

CLASSIFICATION

Sandy lean clay, CL

Silt, ML

Silt, ML

Silt, ML

COLOR

GREY BLK/BRN GR

BLACK

BLACK

BLACK GREY

XH0

iHCO

FRM

LSE

LSE

LSE

paK

EHCOI-HO2DMP

DMP

DMP

MST

EHZDOu

§,4CO

EHZ Oa pa 2

i4 2 HPa D oM K Afa H Pa

CO OSzM

COMMENTS

First 1 ft. f i l loverlying sandy clay.

Samples indicate organicma t"pp i a I f POffl t"PPP^ Pt"Pmalcl lal IIUHI L I ceo , c LL. •Very, very soft.

Same as 2 to 4 footi n t er vs l

Mostly wood fragmentsfrom buried pin? trees;some clay and si It insample. Boring Terminated

11/13/93 Page: 1 of 1


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


SB-19

0.0000 estimated


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

15.50

DAVID NELSON

WESTON

HAND AUGER

09/15/93

09/15/93

2OMEHA

aH

-1 -

-2 -

-3 -

-4 -

-5 -

-6 -

-7-

-8 -

-9

-10 -

-11 -i

- 17i f. -

-13 -

-14 -

-15 -

-16-

-17 -

-18-

-19 -

-20 -

XEHCMpaa

1

2

-3

•4

- 5

6

• 7

• 8

9

• 10

• 11

17• 1 C

• 13

• 14

•15

•16

• 17

• 18

• 19

•20

j

^MOSpaEH '

£

' , '

t

— —

ZJZI!.•.—._*..

EEiFEjEiz±:'""*" "."' "

ErEr:

=_.__

>cca>o0wosdP

100

80

100100

100

100

100

CLASSIFICATION

Clayey sand, SC

Sandy lean clay, CL

Sandy silt, ML

Sandy lean clay, CL

Si Ity sand, SM

Si Ity sand, SM

Silty sand, SM

COLOR

BLK, GREY, BROWN

GREY, -ORANGE BRN

BROWN GREY

BROWN TO GREY

GREY

GREY

LIGHT GREY

XEHO

1EH

SFT

FRM

SFTSFT

SFT

SFT

SFT

pa05DEHCOHO

MST

DMP

MST

MST

WET

MST

WET

EHZDOU

so.4m

EHz oQ pa 2J 2 Mu D aM OS Afa EH pa

CO Kz1-H

HNU 120.0

HNU 110.0

HNU 190.0

HNU 90.0

COMMENTS

F i l l material made ofplastic wrap just belowconcrete layer.

Brown grey clay-richsand.

Brownish-grey soft clayrich sand.Grey clay-rich sand; moreclay at top of zonegrading to dominantlysand downwards.

Grey soft dominantly finegrained sand.

Grey sand; fairly uniformgrain size throughout;however becomes more clayrich downward.

Eoring completed to 15 ftelow ground surface.Grey clay rich coarsesand w/ increasing clay.

11/13/93 Page: 1 of 1

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

15.00

DAVID NELSONWESTONHAND AUGER09/16/93

09/16/93

2OMHApa, ipa

-1 -

• 2

-3 -

-4 -

-5 -

-6 -

-7 -

-8-

-9-

-10-

-11 -

-12-

-13 -

-14 -

.1C

-16-

-17 -

-18-

-19 -

-20-

XEHCMpaQ

. 1

. 2

-3

.4

-5

• 6

- 7

•8

• 9

•10

- 11

-12

- 13

- 14

1C

• 16

•17

• 18

• 19

• 20

t T

1MOSpaH(rf

2•— ,

•, "-,

. ' ~

< ' * i, < ;

• ' •-

<

HOSw>oupaOS

dP

100

100

100

100

100

100

85

100

CLASSIFICATION


Sandy lean clay, CL

Sandy elastic si It, MH

Sandy fat clay, CH

Si Ity sand, SM

Sandy lean clay, CL

Clayey sand, SC

SHty sand, SM

COLOR

GREY BRN/DK BRN

BROWN GREY

GREY/ORANGE BRN

GREY

GREY

LIGHT GREY

GREY/YELLOW GRY

WHITE GREY

XEHO

1HCO

LSE

SFT

SFT

FRM

SFT

FRM

SFT

SFT

UOiDEHCOHO2MST

MST

MST

MST

MST

MST

WET

WET

HZDOU

|OQ

EHZ C5

Q W Z>4 2 Mpa D QM a, Afa EH pa

co KzM

HNU 80.0

COMMENTS

Surface material of clayrich sand with roots andother organic material.

Clay-rich brown grey sandw/organjcs at top ofinterval grading downwardinto more coarse sand.

Grey orange brown clayrich sand became moreclay rich toward 5.5 feetbgs.

Rich clay to clay-richsand.

Grey medium to finegrained sand layer w/increasing clay at bottomof interval.Grey sand-rich caly;stiff; moist.

Grey clayrich sand; sandis medium to fine grainedsoft; wet.

Boring terminated at

11/13/93 Page: 1 of 1


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG •

DATE STARTED

DATE COMPLETED

15.00

KEITH PASS

WESTONHAND AUGER09/18/93

09/18/93

2OMEHA

w.4PL)

-1 -

-2 -

-3 -

-it •

-5 -

-6-

-7-

-8-

-9 -

-10 -

-11 -

-12-

-13 -

-14 -

_ 1 C1 J -

-16-

-17-

-18-

-19-

-20 -

XEHCMpaQ

- 1

2

-3

-4

.5

• 6

• 7

• 8

• 9

• 10

• 11

• 12

,13

- 14

1 C- 1 J

•16

• 17

• 18

• 19

•20

! 1

^MOSpaEH

2tzm:

^~^—

Izrri

r x

ilK^r^

EE~E

•

3r :

-* . ' . -

7 E

. ' , ' .

>Hos50uOS

dP

100

100

CLASSIFICATION

Si Ity sand, SM

Clayey sand, SC

Si It with sand, ML

COLOR

DARK BROWN

LIGHT BROWN

LIGHT GREY

XEH0

aAEHCO

LSE

SFT

SFT

Pa05DEHCOMO2MST

MST

DMP

EHZDOUJ5oi4m

EHZ O

a H 2pa D QM A Afa H Pa

CO AzM

HNU 0.0

HNU 0.0

HNU 0.0

COMMENTS

Soil description fromcuttings. .Background inSol$ 3£9@r 1 StTBnPWomcutting.

Soil description from cuttings. Continuous litho-logy. Sample coriected at5f!, 10ftT and 15ft bgs.

11/13/93 Page: 1 of 1

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


SPM-01


0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

14.00

KIETH PASS

WESTONHAND AUGER09/17/93

09/17/93

2OMEH<>Wi4U

-1 -

-2 -

-3 -

-4 -

-5 -

-6-

-7-

-8-

-9-

-10

-11 •

-12 -

-ixi j -

_ 1A

-15 -

-16-

-17 -

-18 -

-19 -

-20-

XEHCMpaQ

1

-2

3

4

-5

-6

7

-8

• 9

• 10

• 11

-12

1-71 J

• 15

• 16

• 17

• 18

• 19

• 20

JAM05paEH

2&£§

i§Hnnxxxi

•' — —-. — •—* ' . *•. — •— • •-"— -.— —•

XAa>8wA

dP

20

20

ii

100

CLASSIFICATION

Other

Clayey sand, SC

"Sandy silt, ML

SHty sand, SM

COLOR

BROWN

LIGHT GREY

LIGHT BROWN

LIGHT BROWN

XEHO

HAEHW

SFT

SFT

LSE

SFT

UCM

EHCOM02DMP

MST

MST

MST

EHZDOO

s0Jm

EHZ Oa Pa z

J 2 HPL! 3 QM CM Afa EH W

CO AZM

HNU 20.0

HNU 20.0

HNU 100.0

HNU 50.0

COMMENTS


Soil description fromcuttings. Had a HNU read-ing of 500 ppm whileauger ing through 1-2 bgs.



11/13/93 Page : 1 of 1

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


SPM-02

0.0000 estimated

0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

16.00

KEITH PASS

WESTON

HAND AUGER

09/15/93

09/15/93

2OMH

papa

-i .

-2 -

-3 -

-4 -

-5 .

-6 -

- 7 -

-8 -

-9 -

-10 -

-11 •

- 1 2 -

-14 -

1C.

- 1 A

-17-

-18 J

-19 -

-20 4

XEHOHpaa

. 1

- 2

-3

- 4

. 5

• 6

• 7

- 8

- 9

• 10

- 11

• 12

• 14

1C

1 A

• 17

•18

• 19

• 20

»_3(M

OSWEHf£

2

OOO1

wX<x< -t "* 1

, ' _J

-1 I

:;':,<x, ^

j;;H> t

* 1

< X

x>* ., * .

. ' i i i

JH05pa>oCJWOS

d*>

100

20

20

100

CLASSIFICATION

Other

Sandy lean clay, CL

Sandy tat clay, CH

Clayey sand, SC

SHty sand, SM

COLOR

GREYISH BLACK

BROWNISH GREY

LIGHT GRAY BRN

LT. BROWNISH GR

GRAY

XEHO

Pa05EHCO

SFT

SFT

SFT

SFT

LSE

ta05DEHCOM

O2

WET

MST

MST

MST

WET

HZD0U

S0

03

H2 O

Q U 2J 2 Mta D QM A Afa EH U

CO AZM

HNU 5.0

HNU 35.0

HNU 110.0

HNU 140.0

HNU 160.0

COMMENTS

Soil description fromcuttings. Material con-tains wood fragments andconcrete black fragments.Soil description fromcuttings.


Soi I description fromcuttings.


11/13/93 Page: 1 of 1

CLIENT :

SITE NAME :

WELL ID :

NORTHING :

EASTING

ELEVATION :

USEPA

ABC ONE HOUR CLEANERSSPM- 40.0000 estimated0.0000 estimated

0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

• 16.50

: DAVID NELSON: MCCALL BROTHERS: INGERSOLL-RAND,. 09/13/93• 09/13/93

MODEL T3W

2OHEHA

pa.4pa

-1 -

-2 -

-3 -

-It -

-5 -

-6-

-7-

-8

-9-

-10

-11 -

-12-

-13 -

-14 -

-15 -

-16-

-17 -

-18-

-19-

-20 -

XEHCMpaa

• 1

. 2

• 3

-4

• 5

• 6

-7

• 8

• 9

• 10

• 11

• 12

- 13

- 14

- 15

• 16

• 17

- 18

• 19

•20

i_3f£MOStaEH

2

< „< < >

< '

•( "I

< •<

1- I

>

E~~E

JH05pa>ouaAdP

100

100

100

100

100

100

100

CLASSIFICATION

Clayey sand, SC

Clayey sand, SC

Sandy lean clay, CL

Sandy tat clay, CH

Clayey sand, SC

Si Ity sand, SM

Clayey sand, SC

COLOR

BRN GREY/GRY BR

ORANGE, BRN, GREY

GREY/ORG BRN/DK

DARK GREY

GREY/LIGHT GREY

LT GREY/LT BRN

GREY

XHO

HAEHCO

SFT

SFT

FRM

SFT

SFT

SFT

FRM

paAoEHCOMo2MST

WET

MST

WET

MST

WET

WET

EHZDOojjo,4CO

EHZ Oo a z

h4 2 Hpa D aM 05 Afa EH pa

CO AzM

COMMENTS

?rgamc material (roots,eaves) mixed with clayrich sand.

Clay rich sand; sand isfine to coarse grainedmottled coloration; nodistinct layering.

Grey sand-rich clay thatbecomes more clay richwith depth; distinctodor.

Clay rich sand; sandbecomes more prevalentdownward distinct odor.

Fine grained sand withlenses of coarse sand andfew replaced shells be-coming clay near bottom.

Coarse sand layer withgravel pieces throughout.

Coarse sand layer withmore clay; Quartz orenitepebbles spread throughoutcohesive. Boring Complete

11/13/93 Page : 1 of 1


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA

ABC ONE HOUR CLEANERSSPM-050.0000 estimated0.0000 estimated0.000 estimated

TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

15.50KEITH PASSWESTONHAND AUGER09/14/93

09/14/93

2OHEHA

W

U

-1 -

-2 •

-3 -

-4 -

-5

- 6 -

-7 -

- 8 -

- 9 -

-10 -

- 1 1

- 1 2 -

-13 -

-14 -

1C1 J -

-16 -

-17 -

-18 -

-19 -

-20 -

XHCMWa

- 1

- 2

- 3

- 4

. 5

- 6

- 7

-8

- 9

- 10

- 12

- 13

- 14

1 C- 1 J

- 16

- 17

• 18

- 19

r20

.4At-tAUEH

2— -«_M.J

— — -;

EEE

EEE.zm:

• — '-

~^-^

^[3~E

~ .~

EEE:_^ ^_EEE— i — 1_

. — ,

nmn!

— .

xAM

oo»A

dP

20

22

9

100

CLASSIFICATION

Silty sand, SM



SHty sand, SM

COLOR

YELLOWISH BRN

LT BROWNISH GRY

LIGHT GRAY

LIGHT GRAY

XEHO

PaAEHCO

SFT

SFT

LSE

SFT

UADEHCOMO2

MST

MST

MST

WET

EHZDOrj

&O

m

HZ O

o ta zJ 2 MW D QM A Afa EH PJ

CO AzH

HNU 120.0

HNU 300.0

HNU 350.0

HNU 110.0

COMMENTS





11/13/93 Page: 1 of 1


CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


V-01


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

14.00

KEITH PASS

WESTON

HAND AUGER

09/17/93

09/17/93

ELE

VA

TIO

N

-1 -

-2 -

-3 -

-4 -

-5 -

- 6 -

- 7 -

-8 -

-9 -

-10 -

-11 -

- 1 2 -

-13 -

- 1 L

-15 -

-16 i

-17 4

-18 -J

-19 J

-20-

DE

PT

H

- 1

- 2

- 3

- 4

h 5

•6

- 7

- 8

- 9

- 10

1 1

•12

• 13

• 15

• 16

• 17

• 18

• 19

•20

MA

TE

RIA

L

Ezz:•i — i —

ErEr:

•^ — _.

EiEr;

EEE

EEE

mr;

— — —

nizzirr

— — —

%

RE

CO

VE

RY

9

33

CLASSIFICATION

Silty sand SM

SHty sand, SM

COLOR

LIGHT BROWN

LIGHT GRAY

ST

RE

NG

TH

SFT

SFT

MO

IST

UR

E

MST

WET

BLO

W

CO

UN

T

FIE

LD

INS

TR

UM

EN

T

RE

AD

ING

HNU 0 0

HNU 0.0

COMMENTS

cuttings.

Soil description from

11/13/93 Page : 1 of 1

CLIENT

SITE NAME

WELL ID

NORTHING

EASTING

ELEVATION

USEPA


V-02


TOTAL DEPTH

LOGGER

DRILLING COMPANY

DRILLING RIG

DATE STARTED

DATE COMPLETED

14.00

KEITH PASS

WESTON

HAND AUGER

09/17/93

09/17/93

j2oHHA

W,4W

-1 -

-2 -

-3 -

-4 -

-5

-6 -

- 7 -

- 8 -

-9 -

-10 -

-11 -

-12 -

- 1A

-15 -

-16 -

-17-

-18 -

- 19 -

- 2 0 -

XEHCMPaQ

- 1

- 2

- 3

• 4

. 5

•6

- 7

• 8

• 9

• 10

• 11

•12

- 15

• 16

- 17

- 18

- 19

•20

J

rtCMPSWEHf£2

QOQ<ooo<OOQ"

XXX

nnnfi?8iirin:

JT'.

EE;E

nn:

J5— E—

_'* "*

^ ^• ' (< H

-, :•: :

05W>oUpaOS

dP

100

20

33

100

CLASSIFICATION

Other

Other

Si Ity sand, SM

Sandy fat clay, CH

Clayey sand, SC

COLOR

BLACK

BROWN

LIGHT BROWN

LT BROWN GRAY

LIGHT GRAY

XEH

ZWAHCO

SFT

SFT

SFT

SFT

SFT

pa05

EHCOMO2

WET

MST

MST

MST

WET

EH2DOU

SO,4m

EHZ OQ ta z

.4 2 MH D QM A Afa EH Cd

CO AZM

HNU 12.0

HNU 12.0

HNU 0.0

HNU 4.0

HNU 5.0

COMMENTS

Soil description fromcuttings. CuttingsS8l?taiS@sfeF9fef'i1o8 1 f P§mcuttings.




11/13/93 Page : 1 of 1

Appendix B• • " . - ' . ' • • ' - • ' - . . " " ' - . ' • > - " - . ' • • ' • " • " ' . . • • ' • ' ' " " • ' . „ . :- .

• ' - ' " ••

This document was prepared by Roy F. Weston, Inc., expressly for EPA. It shall not be released or disclosed, in whole or in part,without the express written permission of EPA.

Remedial Investigation ReportABC One-Hour Cleaners SiteSection: Appendix BRevision: 1Date: May 1994

APPENDIX B

LABORATORY ANALYTICAL RESULTS

1. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF SODL SAMPLES

2. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF GROUNDWATER SAMPLES

3. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF QUALITY ASSURANCE/QUALITY CONTROL SAMPLES

4. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF WATER TREATED AND RELEASED ON-SITE

5. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF SOILS BOUND FOR DISPOSAL

6. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF SOILS FOR TOC VALUES

7. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF SHELBY TUBE SAMPLES

NOR/G:\HOME\WP\04400\003\RPDDN-7.WP



APPENDIX B

1. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF SOIL SAMPLES


I

I

UNITED STATES ENVIRONMENTAL PROTECTION AGENCYRegion IV

Environmental Services DivisionCollege Station Road, Athens, Ga. 30613

*****MEMORANDUM******

DATE: 11/16/93

SUBJECT: Results of Purgeable Organic Analysis;93-0^26 A3C ONE-HOUR CLEANER

:KSONVIL NCNO: 20774

FROM: tnr&ries' H: "Ho6tferChief, Laboratory Evaluation/Quality Assurance Section

TO: CONLEY PHIFER

Attached are the results of analysis of samples collected as part ofthe subject project.

As a result of the Quality Assurance Review, certain data qualifiersmay have been placed on the data. Attached is a DATA QUALIFIERREPORT which explains the reasons that these qualifiers were required.

If you have any questions please contact me. \

ATTACHMENT

V

ORGANIC DATA QUALIFIER REPORT

Case Number 20774 Project Number 93-0726Site ID. ABC One-Hour Cleaner, Jacksonville, NC

Affected Samples

Volatiles

79927,79930,79932

Compound or Fraction

1 , 2-Sichloroethenetrichloroethene

FlagUsed

SAS Number

Reason

J < quantitation limitJ < quantittaion limit

79929,79931,79933

79934,79943

79935

79944

79945,79946

79950

79952,79957

79958

79968

79973

79974

79978

7998079981

79986,79990

79987

trichloroethene

all compounds

1,2-dichloroethene

tetrachloroethene

acetone

trichloroethene

1,2-dichloroethene

1,2-dichloroethenetrichloroethene

J

J

J

JNJ

< quantitation limit

low surrogate recovery

< quantitation limit

exceeds calibration range

erratic response factorcommon lab contaminant< quantitation limit

J < quantitation limit

< quantitation limit< quantitation limit

1,2-dichloroethene J < quantitation limit

JJ

1,2-dichloroethene Jtrichloroethene J

chloroform Jtrichloroethene J

1,2-dichloroethene Jtetrachloroethene Jtetrachloroethene Jacetone J

acetone J

acetone JN

exceeds calibration range< quantitation limit

< quantitation limit< quantitation limit

exceeds calibration range< quantitation limit< quantitatron limitexceeds calibration range

erratic response factor

erratic response factorcommon lab contaminant

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I

This document was prepared by Roy F Weston Inc expressly for EPA It shall not be released or disclosed in whole or m part,without the express written permission of EPA

Remedial Investigation ReportABC One-Hour Cleaners SiteSection Appendix BRevision 1Date May 1994

APPENDIX B

2. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF GROUNDWATER SAMPLES

NOR/G \HOME\WP\04400\003\RPDDN-7 WP

: T E D S Y A T E S E N V I R O N M E N T A L r - R C ? z c ? i O N A G E N C YRegion IV

Environmental Services L:. vis ionCo lie.-.e Station Road, A - hens. Ca. 50613

*****MEMORANDUM'--*****

DATE: U/02/;-2

SUBJECT: Re.su. -3 of ?'_;-geaDle Organic Analysis:92-C"7: 7 A3C CKE-HOUR CLEANER

JACKSCNVIL NCCAS! K O : 2 0 8 2 6

:6tF R O M : t h a r l e s rl . H o o p e rChief, _2boratcry Evaluation/Quality As si. ranee Section

TO: CONLEY PHIFER

Attached are thi results of analysis oc samples collected as part ofthe subject pro.ecr..

As a result of :r.e Quality Assurance Review, certain data qualifiersmay have been p.sced or. the data. Attached is a DATA QUALIFIERREPORT which ex-1 a ins :r.s reasons that, these qualifiers were required.

If you have any questions please contact me.

ATTACKM:-:NT

Case Number 20826 Project Number 93-0727 SAS NumberSite ID. ABC One-Hour Cleaner, Jacksonville, NC

Affected Sample

Volatiles7991379916

79917

79923

7999779999

8000180003,8000480004

Compound or FractionFlagUsedReason

tetrachloroethene Jacetone Jacetone Ncis-1, £-dichloroethene Jtrichl'oroethene Jmethylene chloride Nmethylene chloride Jtetrachloroethene J1,1-dichloroethene Jtrans-1,2-dichloroethene Jtrichloroethene J1,2-dichloroethene(total)Jtrichloroethene J

<quantitation limit<quantitation limitcommon lab contaminant<quantitation limit<quantitation limitcommon lab contaminant<quantitation limit<quantitation limit<quantitation limit<quantitation limit<quantitation limit<quantitation limit<quantitation limit

MTED STATES ENVIRONMENT.-^ PROTECTION AGENCY

REGION ICOLLEGE STATICN RD.ATHENS, G-. .3613

->. •* * * *MEMORANDUM*****'

DATE: 10/22/93

SUBJECT: Results of Purgeable Organic Analysis9A-CG09 ABC ONE HOUR CLEANER

JACKSCNVIL NC

FROM: Frank A.len, Chemist

TO: CONLEY FHIFER

THRU: Wade Knight /vChief, Organic Chemistry Section

Attached are the results of analysis of samples collected as part ofthe subject uroiect.

If you have anv "Bastions please contact Te.

ATTACHMENT

1993! t

-.. . . (

UNITED STATES ENVIRONMENTAL PROTECTION AGENCYRegion IV

Environmental Services DivisionCollege Station Road, Acnens, Ga. 30613

*****MEMORANDUM******

DATE: 11/18/93

SUBJECT: Results of Purgeable Organic Analysis;13-0762, ABC ONE-HOUR CLEANER

JACKSONVIL NCCASE NO: 20860SAS NC: 8018H

N O V 2 3 1993

ULlEMbUU

FROM-r^Charles H. (CooperChief, Laboratory Evaluation/Quality Assurance Section

TO: CONLEY PHIFER

Attached are the results of analysis of samples collected as part ofthe subject project.

As a result of the Quality Assurance Review, certain data qualifiersmay have been placed on the data. Attached is a DATA QUALIFIERREPORT which explains trie reasons that these qualifiers were required.

If you have any questions please contact me.

ATTACHMENT

2 3 1993

Case Number 20860 Project Number 93-0762 SAS NumberSite ID. ABC One-Hour Cleaner, Jacksonville, NC

Affected Sample

Volatiles8000780008,8000980009

80010

80011

80012

80013

800148001580018,80019

80020,800218002180022

Compound or Fraction

1,1,1-trichloroethaneacetonebenzenechlorobenzeneethylbenzeneacetone1,1,1-trichloroethanetolueneacetonetrichloroethenebenzenetetrachloroethenetolueneacetonechloroform1,1,1-trichloroethanebromoformtetrachloroethenetolueneacetonebromodichloromethanetrichloroethenedibromochloromethanetetrachloroethenebromochloromethanetoluene1,1,1-trichloroethanetoluenetetrachloroetheneacetonetolueneacetonetetrachloroetheneacetone2-butanone1,1,1-trichloroethane

FlagUsedReason

J <quantitation limitJ erratic response factorJ <quantitation limitJ <quantitation limitJ <quantitation limitJ erratic response factorJ <quantitation limitJ <quantitation limitJ erratic response factorJ <quantitation limitJ <quantitation limitJ <quantitation limitJ <quantitation limitJ erratic response factorJ erratic response factorJ <quantitation limitJ <quantitation limitJ <quantitation limitJ <quantitation limitJ erratic response factorJ <quantitation limitJ <quantitation limitJ <quantiation limitJ <quantitation limitJ <quantitation limitJ <quantitation limitJ <quantitation limitJ <quantitation limitJ <quantitation limitJ erratic response factorJ <quantitation limitJ erratic response factorJ <quantitation limitJ erratic response factorJ erratic response factorJ <quantitation limit

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APPENDIX B

3. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF QUALITY ASSURANCE/

QUALITY CONTROL SAMPLES

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This document was prepared by Roy F Weston, Inc , expressly for EPA It shall not be released or disclosed, in whole or in part,without the express written permission ot EPA

Remedial Investigation ReportABC One-Hour Cleaners SiteSection Appendix BRevision 1Date: May 1994

APPENDIX B

4. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF WATER TREATED AND

RELEASED ON-SITE

NOR/Q \HOME\WP\04400\003\RPDDN-7 WP

1• Oxford Laboratories, Inc.

DATE RECEIVED 09DATE REPORTED 10

I 93W1S50

• PAGE 1 OF

I ROY F. WESTON INC. P1880 H BEAVER RIDGE CIRCLENORCROSS, GA 30071

1 ATTENTION: DAVID NELSON

•SAMPLE DESCRIPTION: ABC-WWTS-01 09-27-93

1. A B C - W W T S - 0 1 0 9 - 2 7 - 9 3

| RESULTS

I —* Chloromethane, PPB <1.0

1 Bromomethane , PPB <1.0

Dichlorodif luoromethane, PPB <1.0

| Vinyl Chlor ide , PPB <1 .0

— Chloroethane, PPB <1.0

Dich lo rome thane , P P B < l . O

1 Trichlorof luoromethane, PPB <1.0

1, l-Dichloroethylene, PPB <1.0

1 1,1-Dichloroethane, PPB <1.0

« trans-l , 2-Dichloroethylene , PPB <1.0

"chloroform, PPB <1.0

• 1 , 2-Dichloroethane, PPB < 1 . 0

1, 1, 1-Trichloroethane, PPB < 1 . 0

1

1

1

Analytical and Consulting Chemists_ 3 0 _ 9 3 1316 South Fifth Street-07-93 Wilmington, N.C. 28401

(919) 763-9793

3

.0. # LL1539-G3

1| Oxford Laboratories, Inc.

DATE RECEIVED 09-30I D A T E REPORTED 10-07

93W1850

• PAGE 2 OF 3

I ROY F . WESTON INC. P . O .1880 H BEAVER RIDGE CIRCLENORCROSS, GA 30071

• ATTENTION: DAVID NELSON

1 SAMPLE DESCRIPTION: ABC-WWTS-01 09-27-93

1. ABC-WWTS-01 09-27-93

1 RESULTS_ 1

Carbon Tetrachloride , PPB <1.0

1 Dichlorobroraomethane , PPB < 1 . 0

1 , 2-Dichloropropane , PPB <1.0

| Cis-1 , 3-Dichloropropene , PPB <1.0

•j Trans-1 , 3-Dichloropropene , PPB <1.0

Tr ichloroe thylene , PPB <1 .0

1 Benzene , PPB <1.0

Dibromochloromethane , PPB <1.0

| 1,1,2-Trichloroethane, PPB <1.0

• 2-Chloroethyl vinyl ether, PPB <1 .0

B r o m o f o r m , PPB <1.0

1 1 , 1, 2,2-Tetrachloroethane, PPB <1.0

Tetrachloroethylene, PPB <1 .0

1

1

1

Analytical and Consulting Chemists1316 South Fifth Street

1 93 Wilmington, N.C. 28401(919) 763-9793

# LL1539-G3

1| Oxford Laboratories, Inc.

DATE RECEIVED 09I D A T E REPORTED 1 0

93W1850

1 PAGE 3 OF

I ROY F. WESTON INC. P1880 H BEAVER RIDGE CIRCLENORCROSS, GA 30071

| ATTENTION: DAVID NELSON

• S A M P L E DESCRIPTION: ABC-WWTS-01 09-27-93

1. ABC-WWTS-01 0 9 - 2 7 - 9 3

• RESULTS

1Toluene , PPB <1.0

• Chlorobenzene , PPB <1.0

Ethylbenzene, PPB <1.0

• 1 , 3 -Dich lo robenzene , PPB <1 .0

•l , 2-Dichlorobenzene, PPB <1 .0

1 , 4 -Dich lo robenzene , PPB <1 .0

•Xylene, PPB <1.0

1 ^-BRUCE A.

1

1

1

1

1

Analytical and Consulting Chemists_ 3 0 _ 9 3 1316 South Fifth Street1 0 -, 1 9 3 Wilmington. N.C. 28401

(919) 763-9793

3

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II Oxford Laboratories, InC. Analytical and Consulting (demists

DATE RECEIVED 10-05-93 l™ S°Uth R"J S<Jf«

I DATE R E P O R T E D 10-07-93 Wilmington. N.C. 2840193W1984 (919)763-9793

I

I

I

I

I

I

I

PAGE 1 OF

ROY F. WESTON INC. P.O. # LL1539-G31880 H BEAVER RIDGE CIRCLENORCROSS, GA 30071

ATTENTION: DAVID NELSON

SAMPLE DESCRIPTION: ABC-WWTS-02 10-04-93

I. ABC-WWTS-02 10-04-93

RESULTS

1

Chloromethane, PPB <l.O

Bromomethane, PPB <1.0

Dichlorodifluoromethane, PPB <1.0

• Vinyl Chloride, PPB <1.0

Chloroethane, PPB <1.0

Dichloromethane. PPB <1.0

• Trichlorof luoromethane, PPB <1.0

1,1-Dichloroethylene, PPB <1.0

I

I

1,1-Dichloroethane, PPB <1.0

trans-1,2-Dichloroethylene, PPB <1.0

Chloroform, PPB <1.0

ll,2-Dichloroethane, PPB <1.0

1,1,1-Trichloroethane, FPB <1.0

I

I

I

II Oxford Laboratories, Inc. Analytical and Consulting Chemists

DATE RECEIVED 10-05-93 1316 South Fifth Street

•

DATE R E P O R T E D 10-07-93 Wilmington, N.C. 2840193W1984 (919)763-9793

I

I

I

I

I

I

I

PAGE 2 OF

ROY F. WESTON INC. P.O. # LL1539-G31880 H BEAVER RIDGE CIRCLENORCROSS, GA 30071


SAMPLE DESCRIPTION; ABC-WWTS-02 10-04-93

1. ABC-WWTS-02 10-04-93

RESULTS

1

Carbon Tetrachloride, PPB <1.0

Dichlorobromomethane, PPB <1.0

1,2-Dichloropropane, PPB <1.0

• Cis-1,3-Dichloropropene, PPB <1.0

Trans-1,3-Dichloropropene, PPB <1.0I

Trichloroethylene, PPB <1.0

•Benzene, PPB <1.0

Dibromochloromethane, PPB <1.0

•1,1,2-Trichloroethane, PPB <1.0

•2-Chloroethyl vinyl ether, PPB <1.0

Bromoform, PPB <1.0

•l,1,2,2-Tetrachloroethane, PPB <1.0

Tetrachloroethylene, PPB <1.0

I

I

II Oxford Laboratories, Inc.

III ROY F. WESTON INC.

1880 H BEAVER RIDGE CIRCLENORCROSS, GA 30071


DATE RECEIVED 10-05-93DATE REPORTED 10-07-93

93W1984

Analytical and Consulting Chemists

1316 South Fifth StreetWilmington. N.C. 28401

(919) 763-9793

PAGE OF

P..O. # LL1539-G3

I SAMPLE DESCRIPTION; ABC-WWTS-02 10-04-93

1. ABC-WWTS-02 10-04-93

I

Toluene, PPB

•Chlorobenzene, PPB

Ethylbenzene, PPB

11,3-Dichlorobenzene , PPB

•1,2-Dichlorobenzene, PPB

1,4-Dichlorobenzene, PPB

Bxylene, PPB

I

I

I

I

I

RESULTS

1

<1.0

<1.0

<1.0

<1.0

<1.0

<1. 0

<1. 0

BRUCE A. BABSON, CHEMIST

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II Oxford Laboratories, Inc. Analytical and Consulting Chemists* 1316 South Fifth Street

DATE RECEIVED 10-12-93 w.i „,,„„.,. w r 9Q,im

•

DATE REPORTED 10-11-93 Wilmington, N.C. 2840193W2139 (919)763-9793

I

I

I

I

I

PAGE 1 OF 3

ROY F. WESTON INC. P.O. # LL-1539-G31880 H BEAVER RIDGE CIRCLENORCROSS, GA 30071


SAMPLE DESCRIPTION; ABC-WWTS-03 -04 -05

L. ABC-WWTS-032. ABC-WWTS-043. ABC-WWTS-05

RESULTS

_

Im

1 2 3

• Chloromethane, PPB <1.0 <1.0 <l.O

Bromoraethane , PPB <1.0 <1.0 <1.0

Dichlorodif luoromethane, PPB <1.0 <l.O <1.0

Vinyl Chloride. PPB <1.0 <l.O <l.O

Chloroethane, PPB <1.0 <1.0 <l.O

• Dichloromethane , PPB <1.0 <1.0 <1.0

Trichlorof luoromethane. PPB <1.0 <l.O <l.O

1, 1-Dichloroethylene, PPB <1.0 <1.0 <1.0

1 , l-Dichloroethane, PPB <1.0 <1.0 <1.0

trans-1 . 2-Dichloroethylene, PPB <1.0 <1.0 <1.0

Chloroform, PPB <1.0 <1.0 <l.O

•

•

1 , 2-Dichloroethane , PPB <1.0 <1.0 <1.0

I

I

I

1 , 1 , 1-Trichloroethane, PPB <1.0 <1.0 <l.O

1• Oxford Laboratories, Inc.

DATE• DATE

1

1 ROY F. WESTON INC.* 1880 H BEAVER RIDGE CIRCLE

N O R C R O S S , GA 30071

• A T T E N T I O N : DAVID NELSON

| SAMPLE D E S C R I P T I O N : ABC-WWTS-

11. A B C - W W T S - 0 32 . A B C - W W T S - 0 43. A B C - W W T S - 0 5

1

| Carbon Tetrachlor ide , PPB

« Dichlorobromomethane , PPB

1 , 2 -Dich lo ropropane , PPB

• Cis-1 , 3 -Dich loropropene , PPB

Trans- 1 , 3 -Dich lo ropropene , PPB

| Trichloroe thylene , PPB

• Benzene , PPB

Dibromochloromethane , PPB

1 1, 1, 2 -Tr ich loroe thane , PPB

2-Chloroe thy l vinyl e ther , PPB

j B r o m o f o r m , PPB

_ 1 , 1 . 2 , 2-Tetracnloroethane, PPB

"Tet racnloroe thylene , PPB

1

1

Analytical ana Consulting Chemists1316 South Fifth Street

RECEIVED 10-12-93 Wilmington, N.C. 28401R E P O R T E D 10-13-93 (919)763-9793

93W2139

PAGE 2 OF 3

P . O . # LL-1539-G3

03 -04 -05

RESULTS

_L .2- _1

<1. 0 <1. 0 <1 . 0

<1. 0 <1. 0 <1.0

<1. 0 <1. 0 <1. 0

<1. 0 <1. 0 <1. 0

< 1 . 0 < 1 . 0 < 1 . 0

< 1 . 0 <1. 0 <1 .0

<1. 0 <1. 0 <1.0

<1. 0 <1. 0 <1 .0

<1. 0 <1 . 0 <1 .0

<1. 0 <1. 0 <1. 0

<1. 0 <1 . 0 <1. 0

<1. 0 < 1 . 0 <1 .0

<1. 0 ( 0 . 0 9 ) < 1 . 0

11•

111•

1

11

11111111

Oxford Laboratories, Inc.DATEDATE

ROY F. WESTON I N C .1880 H BEAVER RIDGE CIRCLENORCROSS, GA 30071


SAMPLE D E S C R I P T I O N : ABC-WWTS-

1. A B C - W W T S - 0 32 . A B C - W W T S - 0 43. A B C - W W T S - 0 5

Toluene, PPB

Chlorobenzene, PPB

Ethy lbenzene , PPB

1 , 3-Dichlorobenzene , PPB

1 . 2-Dichlorobenzene , PPB

1 , 4 -Dich lo robenzene , PPB

Xylene , PPB

Analytical and Consulting Chemists1316 South Fifth Street

RECEIVED 10-12-93 Wilmington. N.C. 28401REPORTED 10-13-93 (919)763-9793

93W2139

PAGE 3 OF 3

P . O . # LL-1539-G3

03 -04 -05

RESULTS

1 2 _1

<1 .0 < 1 . 0 < 1 . 0

<1.0 < 1 . 0 < 1 . 0

< 1 . 0 < 1 . 0 < 1 . 0

< 1 . 0 < 1 . 0 < 1 . 0

<1 . 0 <1 .0 < l . O

< l . O <1 .0 <1.0

< 1 . 0 < 1 . 0 < 1 . 0

BRUCE A. BABSON, CHEMIST

Oxford Laboratories, Inc. Analytical and Consulting Chemists1316 South Fifth Street

DATE RECEIVED 10-12-93 Wilmington, N.C. 28401DATE REPORTED 10-13-93 (919)763-9793

93W2139

ADDITIONAL COMMENTS

LAB ID CLIENT'S ID COMMENTS

93W2139.2 ABC-WWTS-04 ALSO DETECTED:1,2.4-TRI.CHLOROBENZENE @ 0.20 PPB1,2,3-TRICHLOROBENZENE @ 1.07 PPB

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II Oxford Laboratories, Inc. -Analytical and Consulting Chemists

1316 South Fifth StreetDATE RECEIVED 10-19-93 Wilmington, N.C. 28401

• DATE REPORTED 10-20-93 (919)763-9793• q^w?9afi93W22S6

PAGE 1 OF 3


ATTENTION: JOHN LATHAM


1. ABC-WWTS-06 10-18-93

RESULTS

I

I

I

I

I

I -iChloromethane, PPB <1.0

| Bromomethane , PPB <1.0

-m Dichlorodif luoromethane, PPB <1.0

Vinyl Chlor ide, PPB 1.1

•Chloroethane, PPB <1 .0

Dichloromethane , PPB < l . o

•Trichlorofluororaethane, PPB <1 .0

•jl, l-Dichloroethylene, PPB <1.0

1,1-Dichloroethane, PPB <1.0

•trans-1,2-Dichloroethylene, PPB <1.0

Chloroform, PPB <1 .0

I

I

I

I

1,2-Dichloroethane, PPB

1,1.1-Trichloroethane, PPB

II Oxford Laboratories, Inc. Analytical and Consulting Chemists™ 1316 South Fifth Street

DATE RECEIVED 10-19-93 Wilmington. N.C. 28401• DATE REPORTED 10-20-93 6

fqm ?™ q7q«• 93W2286 (919) 7fad-979,i

I PAGE 2 OF

I ROY F. WESTON INC. P.O. # LL-1539-G31880 H BEAVER RIDGE CIRCLENORCROSS, GA 30071



1. ABC-WWTS-06 10-18-93

RESULTS

I

I

I

I -Carbon Tetrachloride, PPB <1.0

Dichlorobromomethane, PPB <1.0

M 1,2-Dichloropropane, PPB <1.0

• Cis-1,3-Dichloropropene, PPB <1.0

• Trans-1,3-Dichloropropene, PPB <1.0

Trichloroethylene. PPB <l.O

•Benzene, PPB <1.0

M Dibromochloromethane, PPB <1.0

1,1,2-Trichloroethane. PPB <1.0

• 2-Chloroethyl vinyl ether, PPB <1.0

Bromoform, PPB <1.0

1,1,2,2-Tetrachloroethane, PPB <1.0

Tetrachloroethylene, PPB (0.20)III

I• Oxford Laboratories, IriC. Analytical and Consulting Chemists• 1316 South Fifth Street

DATE RECEIVED 10-19-93 Wilmington, N.C. 28401• DATE REPORTED 10-20-93 (919)763-9793• 93W2286

PAGE 3 OF




1. ABC-WWTS-06 10-18-93

RESULTS

IIIIII -i

Toluene, PPB <1.0

P Chlorobenzene, PPB <1.0

— Ethylbenzene, PPB <1.0

* 1,3-Dichlorobenzene, PPB <1.0

I 1,2-Dichlorobenzene, PPB <1.0

1,4-Dichlorobenzene, PPB <l.O

P Xylene, PPB <1.0

I NOTE: ALSO DETECTED: C-l,2-DICHLOROETHYLENE @ 0.35 PPB

I

I

I

I

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CE A. BABSON, CHEMIST

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APPENDIX B

5, RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF SOILS BOUND FOR DISPOSAL


KIBER ENVIRONMENTAL SERVICES, INC.

ANALYTICAL CASE NARRATIVEFOR:

WESTON - ABC Cleaners

Project No. 750-31032

Two treated samples were received at Kiber's facilities on 10-21-93 at 1030 hours. Thesample was delivered to Kiber's facilities by Federal Express. The samples arrived atroom temperature and in good condition.

The analyses requested were TCLP volatiles and paint filter test.

Methods of analyses are as follows:

Analyte

TCLP volatiles

Paint Filter Test

Method

SW-846 Method 8260and 1311

SW- 846 Method 9095

Instrument

Hewlett Packard5890GC/MSD

NA

There were no apparent problems during the analyses.

Unless otherwise noted Kiber will return all samples to the client thirty days after thereport date.

The above referenced data has been reviewed for compliance with all applicable portions of Kiber Environmental Services, Inc. QA/QCProgram and all methodologies. Any anomalies encountered during analyses are noted by the analyst above.

Kiber Environmental Services GC/MS VGA RESULTS LAB SAMPLE #31032-1

WESTON- ABC CLEANERS

SAMPLE # ABC-BIN-04-02

TCLP EXTRACT

DATE REPORTED: 10/25/93

SAMPLED (Date.Time.lnit): 10/14/93, 18:15, JL

ANALYSIS (Date/Time/Init): 10/22/93, 15:16, KMC

EXTRACTION (Date/Init): 10/21/93, 16:00, EC

Dilution Factor: 1.000 Sample Matrix

Analysis Method:

LIQUID

8260

TARGET COMPOUND LISTAcetoneBenzene

BromodichloromethaneBromoform

Bromomethane2-Butanone (Methyl ethyl ketone)

Carbon DisulfideCarbon Tetrachloride

ChlorobenzeneChloroethaneChloroform

ChloromethaneDibromochloromethane

1 , 1 -Dichloroethane1,2-DichloroethaneLJ-Dichloroethene

l^-Dichloroethene (total)1 ,2-Dichloropropane

cis- 1 ,3 -Dichloropropenetrans-1 , 3-Dichloropropene

Ethylbenzene2-Hexanone

Methylene Chloride4-Methyl-2-pentanone (MIBK)

Styrene1 , 1 ,2,2-Tetrachloroethane

TetrachloroetheneToluene

1,1,1 -Trichloroethane1,1,2-Trichloroethane

TrichloroetheneVinyl AcetateVinyl ChlorideXylene (total)

CAS Number 1 MDL67-64-171-43-275-27-475-25-274-83-978-93-375-15-056-23-5108-90-775-00-367-66-374-87-3124-48-175-34-3107-06-275-35-4

540-59-078-87-5

10061-01-510061-02-6100-41-4591-78-6

75-9-2108-10-1100-42-579-34-5127-18-4108-88-371-55-679-00-579-01-6108-05-475-01-4

10061-01-5

2.60.30.60.61.8

12.01.10.70.61.30.71.70.60.80.50.91.30.50.70.71.01.32.82.20.40.70.90.90.40.90.60.81.70.7

PQL11.01.22.22.57.0

47.04.52.62.05.32.86.82.43.01.93.95.02.13.02.83.95.4

11.08.91.42.73.53.51.53.42.43.16.72.8

Concentration IjBlank Cone.ug/L I) us/L

390.5 ENDND

5.0 E110NDNDNDND1.5 E2.1 ENDNDNDNDNDNDNDND

<MDL8.414

<MDLNDNDL I E4.0NDNDNDNDND5.0

6.5 E<MDL

NDND

4.5 ENDNDNDNDNDND

<MDLNDNDNDNDNDNDNDNDNDND

6.8 ENDNDNDND

<MDLNDNDNDNDNDND

l,2-Dichloroethane-d4 (surrogate std %Recovery [OK=76-114] 99 102

Toluene-d8 (surrogate std) %Recovery [OK=88-UO] 102 104

Bromofluorobenzene (surrogate std) %Recovery [OK=86-115] 95 97E: Estimated, ND: Not detectedMDL: Method Detection LimitPQL: Practical Quantitation Limit

Kiber Environmental Services

WESTON- ABC CLEANERSSAMPLE # ABC-BIN-05-02TCLP EXTRACT


GC/MSVOA RESULTS JLAB SAMPLE #31032-2

SAMPLED (Date/Time/Init): 10/14/93, 18:30, JLANALYSIS (Date/Time/Init): 10/22/93, 16:10,KMC

EXTRACTION (Date/Ink): 10/21/93, 16:00, EC

Dilution Factor: 1.000 Sample MatrixAnalysis Method:

LIQUID8260

1 TARGET COMPOUND LIST \ CAS NumberAcetoneBenzene






1, 1-Dichloroethane1,2-Dichloroethane1,1 -Dichloroethene

1,2-Dichloroethene (total)1 ,2-Dichloropropane

cis- 1 , 3-Dichloropropenetrans- 1 ,3 -Dichloropropene



Styrene1,1,2,2-Tetrachloroethane


1,1,1 -Trichloroethane1 , 1 ,2-Trichloroethane


67-64-171-43-275-27-475-25-274-83-978-93-375-15-056-23-5108-90-775-00-367-66-374-87-3124-48-175-34-3107-06-275-35-4

540-59-078-87-5

10061-01-510061-02-6100-4M591-78-6

75-9-2108-10-1100-42-579-34-5127-18-4108-88-371-55-679-00-579-01-6108-05-475-01-4

10061-01-5

MDL 1 PQL2.60.30.60.61.8

12.01.10.70.61.30.71.70.60.80.50.91.30.50.70.71.01.32.82.20.40.70.90.90.40.90.60.81.70.2

11.01.22.22.57.0

47.04.52.62.05.32.86.82.43.01.93.95.02.13.02.83.95.4

11.08.91.42.73.53.51.53.42.43.16.71.5

Concentration IjBlank Cone.ug/L 1 ug/L

310.9 ENDND

4.1 E49

NDNDNDND

<MDL<MDL

NDNDNDNDNDNDNDNDNDND27

NDNDND

<MDLL I ENDNDNDNDND

0.4 E

6.5 E<MDL

NDND

4.5 ENDNDNDNDNDND


6.8 ENDNDNDND

<MDLNDNDNDNDNDND

l,2-Dichloroethane-d4 (surrogate std %Recovery [OK=76-114] 111 102Toluene-d8 (surrogate std) %Recovery [OK=88-110] 106 104Bromofluorobenzene (surrogate std) %Recovery [OK=86-1151 101 97E: Estimated, ND: Not detectedMDL: Method Detection LimitPQL: Practical Quantitation Limit

Kiber Environmental Services GC/MS VGA RESULTS \LAB SAMPLE # 31032-TB

WESTON- ABC CLEANERSS AMPLE #TB3102102

TCLP EXTRACT


SAMPLED (Date/Time/Init): 10/21/93, 16:00, EC

ANALYSIS (Date/Time/Iriit): 10/22/93, 14:21, KMCEXTRACTION (Date/Init): 10/21/93, 16:00, EC

Dilution Factor: 1.000

| TARGET COMPOUND LISTAcetoneBenzene






1 , 1 -Dichloroethane1 ,2-Dichloroethane1,1 -Dichloroethene

1,2-Dichloroethene (total)1 ,2-Dichloro2ropane

cis- 1 ,3 -Dichloropropenetrans-l,3-Dichloropropene



Styrene1 , 1 ,2,2-Tetrachloroethane


1,1,1 -Trichloroethane1 , 1 ,2-Trichloroethane


CAS Number H MDL67-64-17M3-275-27-475-25-274-83-978-93-375-15-056-23-5108-90-775-00-367-66-374-87-3124-48-175-34-3107-06-275-35-4

540-59-078-87-5

10061-01-510061-02-6100-41-4591-78-675-9-2

108-10-1100-42-579-34-5127-18-4108-88-371-55-679-00-579-01-6108-05^75-01-4

10061-01-5

2.60.30.60.61.8

12.0l.l0.70.61.30.71.70.60.80.50.91.30.50.70.71.01.32.82.20.40.70.90.90.40.90.60.81.70.7

PQL11.6

1.22.22.57.0

47.04.52.62.05.32.86.82.43.01.93.95.02.13.02.83.95.4

11.08.91.42.73.53.51.53.42.43.16.72.8

Concentration IjBlank Cone, j

ug/L I ug/L |29

<MDLNDND

5. I E130NDNDNDND1.5 ENDNDNDNDNDNDNDNDND

<MDL1011

2.3 ENDND

<MDL3.7NDNDNDNDND4.4

6.5 E<MDL

NDND

4.5 ENDNDNDNDNDND


6.8 ENDNDNDND

<MDLNDNDNDNDNDND

l,2-Dichloroethane-d4 (surrogate std %Recovery [OK=76-114] 103 102

Toluene-d8 (surrogate std) %Recovery [OK=88-110] 96 104

Bromofluorobenzene (surrogate std) %Recovery [OK=86-115] 99 97

Sample Matrix

Analysis Method:

LIQUID

8260

E: Estimated, ND: Not detectedMDL: Method Detection LimitPQL: Practical Quantitation Limit

KIBER Environmental Services GC/MS VOA RESULTS LAB SAMPLE # 31032-EBS


ANALYSIS (Date/Time/Init): 10/22/93, 13:26, KMC

Sample Matrix: LIQUIDAnalysis Method: 8260

BLANK SPIKE1, 1 -Dichloroethene

TrichloroetheneBenzeneToluene

Chlorobenzene

CAS Number75-35-479-01-671-43-2108-88-3108-90-7

QC LIMITS% Recovery

61-14571-12076-12776-12575-130

Actual BS% Recovery

8393100105106

l,2-Dichloroethane-d4 (surrogate) % Recovery [OK=76-114] 97Toluene-dS (surrogate) % Recovery [OK=88-110] 101Bromofluorobenzene (surrogate) % Recovery [OK=86-115] 99

PAINT FILTER TESTSUMMARY OF RESULTS

PROJECT:PROJECT No.:SAMPLE No.:TESTING METHOD:

ABC ONE HOUR750

31033-1EPA Method 8095

TESTING DATE:TESTED BY:REVIEWED BY:TRACKING CODE:

26 October 1993SGHSJZ

753 PF

TESTING PARAMETER

QUANTITY OF MATERIAL

LENGTH OF TEST

QUANTITY OF LIQUID

RESULTS (PASS / FAIL) '

AND RESULTS

100 g

5.0 min.

0.00 g

PASS

' In accordant* with EPA Method 8085, If any liquid from the tcttmaterial coll«ct< aft»r S nlnut** of totting, th« material I* d««m«d tocontain (t«« liquid*, and Itiarefor* hat <»ll«d th« paint ftlUr tett

PAINT FILTER TESTSUMMARY OF RESULTS

PROJECT:PROJECT No.:SAMPLE No.:TESTING METHOD:

ABC ONE HOUR750

31032-2EPA Method 9095

TESTING DATE:TESTED BY:REVIEWED BY:TRACKING CODE:.:

26 October 1993SGHSJZ

754 PF

TESTING PARAMETER AND RESULTS

QUANTITY OF MATERIAL 100 g

LENGTH OF TEST 5.0 mln.

QUANTITY OF LIQUID 0.00 g

RESULTS (PASS / FAIL) ' PASS

' In accordance with EPA Method 8085. If any liquid from the tenmaterial collects aflnr t mlnirtee Glutting, the material I* deemed tocontain free liquid!. and therefore hat failed the paint filter tott

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Kernersville, NC 27284910-595-6677

A Waste Management Company NON-HAZARDOUS MANIFEST

.3317

Generator

Address C7^/jT" flat; -"--/• tn A d

GENERATOR

LD.

Phone

Generator's Shipping Location of Waste(If different from generator address)

Address £137 /LejUfrt-f.

Phone

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Description ofWaste Materials

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Generator Authorized Agent Name (Print) Delivery Date

TRANSPORTER

// la <-f-fTransporter Name

Address )<O- j3otf /}*+$I

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Driver SlgnSwre Shipment

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Truck Type /a

/ hereby acknowledge that the tabove-described materialswere received from the generator site and weppttad wkt^ut Ihctrtnnt fit fna rfgiffrtrrfffTfi listeq

Delivery Date

DESTINATION

I V \Site Name PIEDMONT LANDFILL ANCTRECYCLING CENTER'- Phone Number (910) 595-6677

Addres8 9900 FREEMAN ROAD. KERNERSVILLE. NC 27284 ' _

Disposal Location: SAME __

/ hereby acknowledge receipt of the above-described materials.

Piedmont Landfill and Recycling Center9900 Freeman RoadKernersville, NC 27284

Authorized Agent Signature Receipt Date

piedmont Landfill and Recycling Center9900 Freeman Road

Kemersvllle, NC 27284910-595-6677

A Waste Management Company NON-HAZARDOUS MANIFEST

GENERATOR

13313

Generator L.D. *

Generator's Shipping Location of Waste jfl&C. J- Xxfcy(If different from generator address)

Phone Phone


ProfileNumber

TotalQuantity

Unit ofMeasure

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Af Ji 7 ertjt iv~> A> «A /y-tni *-*tsrf tfoj-r-n*

. hereby certify that the above-described materials are not hazardous wastes as defined by 40 CFR Part 261 orany applicable state law, have been fully and accurately described, classified and packaged, and are In propercondition for transportation according to applicable regulatiorytj. ^i J/Jrt/<rf

Generator Authorized Agent Namo (Print) Delivery Date

TRANSPORTER

Transporter Name

Address ~P,H,

f-f? J-*si/-ytJz.-Jrr -f S

/ hereby acknowledge receipt of the above-describedmaterials for transport from the generator site listed

Drftttr Signature /Shipment Date

Driver Name (Print)

Truck Number

. ____

'Q^H

Truck Type

/ hereby acknowledge that the above-described materialswere received from the generator site and wero trans-

e destination listed belo

Drtytr Signature /bakery Date

DESTINATION

Site Name PIEDMONT LANDFILL AND RECYCLING CENTER Phone Number (910) 595-6677

Address 9900 FREEMAN ROAD. KERNERSVILLE. NC 27284

Disposal Location: SAME


Piedmont Landfill and Recycling Center9900 Freeman RoadKernersvllle, NC 27284

Authorized Agent Signature

- 3Receipt Date

Piedmont Landfill and Recycling Center9900 Freeman Road

Kernersvllle, NC 27284 _910-595-6677

Utaste- Management Company NON-HAZARDOUS MAOtflFE&T

13314

GENERATOR

Generator //

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Generator Authorized Agent Name (Print) /Signature Delivery Date

Transporter Name

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Driver Name

Truck Number

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/ hereby acknowledge receipt of the above-describedmaterials for transport from the generator site listedab

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ted without incident to the destination listed below.

Driver

DESTINATION

Delivery (bate


Address 9900 FREEMAN ROAD, KERNERSVILLE. NC 27284


/ hereby acknowledge receipt ot the above-described materials.

Piedmont Landfill and Recycling Center9900 Freeman RoadKernersvllle, NC 27284 -

Authorized Agenti

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I 1 TRANSPORTER 1 ^^H

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/ hereby acknowledge that the above-described materialswere received from the generator site and wen trans-portedjtfithout incident to trie destination listed below.

> ^-r^^ 4-J( £A^<-^- /y-^V'T^DrlverSfa-hature Delivery Date ~*"~

| j DESTINATION | ^^H


Addross 9900 FREEMAN ROAD, KERNERSVILLE. NC 27284



Piedmont Landfill and Recycling Center9900 Freeman RoadKernersvllle, NC 27284

Authorized Agent Signature Receipt Data

I

This document was prepared by Roy F Weston, Inc , expressly for EPA It shall not be released or disclosed, in whole or in partwithout the express written permission of EPA

Remedial Investigation ReportABC One-Hour Cleaners SiteSection Appendix BRevision 1Date May 1994

APPENDIX B

6. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF SOILS FOR TOC VALUES

NOR/G \HOME\WP\04400\003\RPDDN 7 WP

ROY F. WESTON, INC.LIONVILLE ANALYTICAL LABORATORY

ANALYTICAL CASE NARRATIVE

Client : USEPA-ARCS ABC CLEANERS W.O. #: 04400-003-022-9999-00RFW# : 9310L230 Date Received: 10-08-93

INORGANIC

The following is a summary of the quality control results and a description of any problemsencountered during the analysis of this batch of samples:

1. All sample holding times as required by 40CFR136 were met.

2. All preparation blank results were below the required detection limits.

3. All calibration verification checks were within the required control limits of 90-110%.Calibration verification is performed using independent standards.

4. Matrix spike recoveries are summarized on the Inorganic Accuracy Report containedwithin this document.. All recoveries were within the 75-125% guidance limits.

5. Replicate results are summarized on the Inorganic Precision Report contained withinthis document. AJ1 results were within the 20% RPD guidance limit.

6. The analytical methods applied by the laboratory, unless otherwise requested, for theanalysis of solid samples are derived from Test Methods for Evaluating Solid Waste(USEPA SW846).

J. Peter riershey, PhD. { C • 'DaeLaboratory ManagerLionville Analytical Laboratory

pas/i 10-230

ROY P. WESTON, INC.GLOSSARY OF TERMS - INORGANIC REPORTS

DATA QUALIFIERS

U - Indicates that the parameter was not detected at orabove the reported limit. The associated numericalvalue is the sample detection limit.

* - Indicates that the original sample result isgreater than 4x the spike amount added. The USEPA-CLP has determined that spike results on sampleswhere this occurs may be unreliable and therefore,the control limits are not applicable.

ABBREVIATIONS

MB - Method or preparation blank.MS - Matrix Spike.MSD - Matrix Spike Duplicate.REP - Sample Replicate.LC - Indicates a method LCS or Blank Spike.NC - Not calculable, result below the detection limit.

A suffix of -R or -S following these codes indicates areplicate or spike analysis respectively.

NOTES

Holding times for soil samples have not been promulgatedby the USEPA.

For solid samples, all results are reported on a dryweight basis with the exception of Extractable OrganicHalides, which are reported on a wet weight basis.

pas\8-93\g.os*.i

ROY F. WESTON INC.

INORGANIC DATA SUMMARY REPORT 10/21/93

CLIENT! USEPA-ARCS ABC CLEANERS

WORJt ORDER I 04400-003-022-9999-00

WESTON BATCH I: 9310L230

SAMPLE SITE IO

-001 ABC-GT-B-03-13

-002 ABC-GT-H-03-13

-003 SS-V7-04-14

ANALYTE

% SolidB

Total Organic Carbon

\ Solida


% SolidB


RESULT

85.7

494

84.3

505

84.1

506

UNITS

t

KG/KG

t

HG/KG

t

HG/KG

REPORTING

LIMIT

0.10

127

0.10

157

0.10

160

DILUTION

FACTOR

1.0

1.0

1.0

1.0

1.0

1.0

I

IIIIIIIIIIIIIIIIIII

ROY P. WBSTON INC.

INORGANIC METHOD BLANK DATA SUMMARY PAGE 10/21/93

CLIENT 1 USEPA-ARCS ABC CLEANERS

WORK ORDER: 04400-003-022-9999-00

SAMPLE SITE ID

BLANK10 93LTZ062-MB1

BLANX20 93LT2062-HB2




ANALYTB






WESTON BATCH f: 9310L230

REPORTING

RESULT UNITS LIMIT

20.0 u MG/KG

20.0 u MG/KG

20.0 u MG/KG

20.0 u MG/KG

20.0 u MG/KG

20.0

20.0

20.0

20.0

20.0

DILUTION

FACTOR

1.0

1.0

1.0

1.0

1.0

ROY F. WESTON INC.

INORGANIC ACCURACY REPORT 10/21/93

CLIENT: USEPA-ARCS ABC CLEANERS

WORK ORDER: 04400-003-022-9999-00

WESTON BATCH 11 9310L230

SAMPLE

-001

BLANK 10

BLANK20

BLANK 30

BLANK 40

BLANK 50

SITE ID

ABC-GT-E-03-13

93LTZ062-MB1

93LTZ062-MB2

93LTZ062-MB3

93LTZ062-MB4

93LTZ062-KB5

ANALYTE

Total

TotalTotal

Total

TotalTotal

Total

organic

Organic

Organic

Organic

Organic

Organic

Organic

Carbon

Carbon

Carbon

Carbon

Carbon

Carbon

Carbon

SPIKED

SAMPLE

1620

406

411

389

401

411

408

INITIAL

RESULT

494

20

20

20

20

20

20

.0 u

.0 u

.0 u

.0 u

.0 u

.0 u

SPIKED

AMOUNT

1.240

400

400

400

400

400

400

%RECOV

90.4

102

103

97.3

100

103

102

DILUTION

F ACTOR (SPK)

1

1

1

1

1

1

1

.0

.0

.0

.0

.0

.0

.0

ROY f. WESTON INC.

INORGANIC DUPLICATE SPIKE REPORT 10/21/93

CLIENT: USEPA-ARCS ABC CLEANERS WESTON BATCH ~H 9310L230

WORX ORDER: 04400-003-022-9999-00

SPIKEI1 SPIKE.2

SAMPLE SITE ID ANALYTE IRBCOV tRECOV »RPD

mmmammm mmmmmmmmmmfimmmmmmmmm mammmmmmmmaitsmaamammmam mo*mmm mmmamm Bmnmm*

BLANK10 93LTZ062-MB1 Total Organic Carbon 102 103 1.3

IIIIIIIIIIIIIIIIIII

ROY P. WESTON INC.

INORGANIC PRECISION REPORT 10/21/93

CLIENT: USEPA-ARCS ABC CLEANERS WESTON BATCH t: 9310L230

WORK ORDER: 04400-003-022-9999-00

INITIAL DILUTION

SAMPLE SITE ID ANALYTE RESULT REPLICATE IRPD FACTOR (REP)

-001REP ABC-GT-E-03-13 Total Organic Carbon 494 516 4.4 1.0

-003REP SS-V2-04-14 t Solids 84.1 91.7 8.7 1.0

11I1111•1

Roy F. Weston, Inc. - Lionville LaboratoryINORGANIC ANALYTICAL DATA PACKAGE FOR

USEPA-ARCS ABC CLEANERS

DATE RECEIVED: 10/08/93 RFW LOT # :9310L230

CLIENT ID /ANALYSIS RFW # MTX PREP # COLLECTION EXTR/PREP ANALYSIS

ABC-GT-E-03-13

% SOLIDSTOTALTOTALTOTAL

ORGANICORGANICORGANIC

CARBONCARBONCARBON

001001001 REP001 MS

SSSS

93L%S18393LTZ06293LTZ06293LTZ062

09/17/9309/17/9309/17/9309/17/93

10/13/9310/19/9310/19/9310/19/93

10/14/9310/20/9310/20/9310/20/93

ABC-GT-W-03-13

% SOLIDSTOTAL ORGANIC CARBON

002002

SS

93L%S18393LTZ062

09/17/9309/17/93

10/13/9310/19/93

10/14/9310/20/93

SS-V2-04-14

1•

% SOLIDS% SOLIDS

1TOTAL ORGANIC CARBON

003003 REP003

SSS

93L%S18393L%S18393LTZ062

09/17/9309/17/9309/17/93

10/13/9310/13/9310/19/93

10/14/9310/14/9310/20/93

LAB QC:

|

1

1

1

1

1

TOTALTOTALTOTALTOTALTOTALTOTALTOTALTOTALTOTALTOTALTOTAL

ORGANICORGANICORGANICORGANICORGANICORGANICORGANICORGANICORGANICORGANICORGANIC

CARBONCARBONCARBONCARBONCARBONCARBONCARBONCARBONCARBONCARBONCARBON

MBlMBl BSMBl BSDMB2MB 2 BSMB3MB3 BSMB 4MB 4 BSMB5MB5 BS

sssssssssss

93LTZ06293LTZ06293LTZ06293LTZ06293LTZ06293LTZ06293LTZ06293LTZ06293LTZ06293LTZ06293LTZ062

N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A

10/19/9310/19/9310/19/9310/19/9310/19/9310/19/9310/19/9310/19/9310/19/9310/19/9310/19/93

10/20/9310/20/9310/20/9310/20/9310/20/9310/20/9310/20/9310/20/9310/20/9310/20/9310/20/93

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This document was prepared by Roy F. Weston, Inc , expressly for EPA. It shall not be released or disclosed, in whole or in part,without the express written permission of EPA

Remedial Investigation ReportABC One-Hour Cleaners SiteSection' Appendix BRevision: 1Date: May 1994

APPENDIX B

7. RAW DATA AND CHAIN-OF-CUSTODY RECORDS FROM LABORATORYANALYSES OF SHELBY TUBE SAMPLES

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ROY F. WESTON, INC. ENVIRONMENTAL TECHNOLOGY LABORATORY

ASTM D 5084 - HYDRAULIC CONDUCTIVITY OF SATURATED MATERIALSUSING A FLEXI-WALL PERMEAMETER WITH BACK PRESSURE

PROJECTJOB NUMBERW. O. NUMBER

ABC ONE HOUR CLEANERS9309X00204400-003-022-0006-03

PROJECT SAMPLE I. D.ETL SAMPLE NUMBERTEST PERIOD

ABC-GT-W-01-400110/06/93 to 10/21/93

SPECIMEN DESCRIPTIONundisturbed soil specimen extruded from a 3" diameter by 30" long Shelby tube; specimen cut from the 10" to13" interval of a total 25" recovery as measured from the tube bottom; soil is a cohesive light brown clayey

SPECIMEN DATAWet Weight, gramsDry Weight, gramsDiameter, cmLength, cmVolume, ccMoisture Content, % dryWet Unit Weight, pcfDry Unit Weight, pcfSpecific GravityVoid RatioPorosity, %Pore Volume, ccDegree of Saturation, %

Initial(l)6715677.267.8832618.3128109

2.690.5435.211590.2

Final(2)6715687.207.7431518.3133112

2.690.4932.9104

100.0

TEST CRITERIASoil Type, USCS ClassificationAverage Sample Depth, feetAverage Wet Unit Weight, pcfEffective Stress Envelope, degreesEarth Pressure Coefficent, KoEffective Horizontal Stress, psiMaximum Possible GradientSelected Target GradientTarget Differential Pressure, psiTarget Cell Burette Pressure, psiTarget Outlet Burette Pressure, psiTarget Inlet Burette Pressure, psi

SC7.512831

0.483.2

20.020.02.2

63.060.062.0

SATURATED HYDRAULIC CONDUCTIVITYAVERAGE TEST RESULTS (3)Cell Pressure, psiOutlet Pressure, psiInlet Pressure, psiDifferential Pressure, psiConfining Pressure, psiHydraulic GradientInlet Volume/Outlet Volume RatioPermeation Volume, pore volumesHydraulic Conductivity, cm/sec @ 20CIntrinsic Permeability, darcys @ 20C

63.060.062.02.03.018.51.001.33

2.44 E-072.53 E-04

NOTES(1) Initial: parameters measured on undisturbed soil specimen extruded from a 3" diameter by 30" long sneioy tuoc.

(2) Final: parameters measured after saturation and consolidation at reported confining pressure.

(3) Average of last four measurements.

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ASTM D 5084 - HYDRAULIC CONDUCTIVITY OF SATURATED MATERIALSUSING A FLEXI-WALL PERMEAMETER WITH BACK PRESSURE

PROJECTJOB NUMBERW. O. NUMBER

ABC ONE HOUR CLEANERS9309X00204400-003-022-0006-03

PROJECT SAMPLE I. D.ETL SAMPLE NUMBERTEST PERIOD

ABC-GT-W-02-1000210/06/93 to 10/21/93

SPECIMEN DESCRIPTIONundisturbed soil specimen extruded from a 3" diameter by 30" long Shelby tube; specimen cut from the 5" to 8"interval of a total 25" recovery as measured from the tube bottom; soil is a cohesive light gray silty SAND with

SPECIMEN DATAWet Weight, gramsDry Weight, gramsDiameter, cmLength, cmVolume, ccMoisture Content, % dryWet Unit Weight, pcfDry Unit Weight, pcfSpecific GravityVoid RatioPorosity, %Pore Volume, ccDegree of Saturation, %

Initial(l)6215097.237.3830322.01281052.680.6037.411399.1

Final(2)6175097.227.3129921.41291062.680.5836.510999.5

TEST CRITERIASoil Type, USCS ClassificationAverage Sample Depth, feetAverage Wet Unit Weight, pcfEffective Stress Envelope, degreesEarth Pressure Coefficent, KoEffective Horizontal Stress, psiMaximum Possible GradientSelected Target GradientTarget Differential Pressure, psiTarget Cell Burette Pressure, psiTarget Outlet Burette Pressure, psiTarget Inlet Burette Pressure, psi

SM12.512834

0.444.937.130.03.1

64.760.062.9

SATURATED HYDRAULIC CONDUCTIVITYAVERAGE TEST RESULTS (3)Cell Pressure, psiOutlet Pressure, psiInlet Pressure, psiDifferential Pressure, psiConfining Pressure, psiHydraulic GradientInlet Volume/Outlet Volume RatioPermeation Volume, pore volumesHydraulic Conductivity, cm/sec @ 20CIntrinsic Permeability, darcys @ 20C

64.960.063.23.24.930.81.005.19

1.39E-061.44E-03

NOTES(1) Initial: parameters measured on undisturbed soil specimen extruded from a 3" diameter by 30" long Shelby tube.

(2) Final: parameters measured after saturation and consolidation at reported confining pressure.

(3) Average of last four measurements.

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