HAJXY& ALDRICH TEST BORING REPORT Boring...HAJXY& ALDRICH TEST BORING REPORT Project: Former...

HAJXY& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Boring NO. DP00066

File No.: 32486 - Sheet No.: 1 of 3 Start: August 31,2005 Finish: September 2, 2005

Sampler

G

1 314

Push

TY Pe

Inside Diameter (in.)

Hammer Weight (Ib.:

Hammer Fall (in.)

Barrel Drilling Equipment and Procedures Driller: Casing

- -

T Thin Wall Tube

U Undisturbed Sample

Rig Make & Model: GeoProbe Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoisUHammer: Hydraulic

H&A Rep.: C. Canfield Elevation Datum Location N - E -

E g g

. s ? f i a

2 2

-

a E,

3 CH

Visual-Manual Identification and Description

(Density,wnsistency, color, GROUP NAME, max. particle sire'*, structure, odor moisture, optional descriptions, geologic interpretation)

NOTE: 8 in. concrete above start of boring at 0 ft.

b

Field Test

s 8

- 0

Gravel

3 8 +

5 s

100

Sand

=

q - S E * -

2 ND

r s

.g F a

n : h G 8 +

m b:

$ 5 ' ' 0

- c B % ! a c

5 000

, o i i , e e E ? $ 5

2 +

- a s

5 8 0.0 - 0.3

f +

Drilling Equipment and Procedures

Bit Type: Cutting Head

T Thin Wall Tube

U Undisturbed Sample

Bit Type: Cutting Head --

Borehole filled with bentonite chips upon completion.

: September 7, 2005

T Thin Wall Tube

U Undisturbed Sample

TEST BORING REPORT Boring No. DP00071

g Equipment and Procedu

Inside Diameter (in.)

Borehole filled with bentonite chips upon completion.

T Thin Wall Tube

HALEY& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Boring No. DP00075

File No.: 32486 - Sheet No.: 1 of 1 Start: September 7, 2005

TY pe

Inside Diameter (in.)

Hammer Weight (Ib.:

Hammer Fall (in.)

Gravel Sand Field Test A , 0 Z ? Visual-Manual Identification and Description

- 0 I

poO.01 0.0 - 0.3 ML Dark brown, SILT, moist, no odor, no stain. 100

T Thin Wall Tube

U Undisturbed Sample

Finish: September 7, 2005 Barrel Drilling Equipment and Procedures Driller: Casing

-

-

Sampler

G

1 314

Push

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoisUHammer: Hydraulic

1 H a Rep.: C. Canfield Elevation Datum Location N - E -

Boring No. DP00076

File No.: 32486 - Sheet No.: 1 of 1 Start: September 7, 2005 Finish: September 7, 2005 Driller:

HALm& TEST BORING REPORT ALDRK~H Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Casing

TY Pe

Inside Diameter (in.)

Hammer Weight (Ib.; Hammer Fall (in.)

Sampler

Gravel Sand Visual-Manual Identification and Description

- 0 I

Xl0.01 0.0 - 0.3 ML Dark brown, SILT, moist, no odor, no stain, no structure

T Thin Wall Tube

U Undisturbed Sample

G

1 314

Push

Barrel -

Drilling Equipment and Procedures

- -

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud:

Casing: Macrocore HoistIHammer: Hydraulic

H&A Rep.: C. Canfield - Elevation Datum Location N - E -

=& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Boring NO. DP00078

File No.: 32486 - Sheet No.: 1 of 1 Start: September 7, 2005 Finish: September 7, 2005

TY pe

Inside Diameter (in.)

Hammer Weight (Ib.:

Hammer Fall (in.)

Sampler

G

1 314

Push

Casing Barrel Drilling Equipment and Procedures Driller:

- -

I

Gravel

a E g g a ,

3 E,

T -

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoisUHammer: Hydraulic

Sand

% S Visual-Manual Identification and Description

H&A Rep.: C. Canfield Elevation Datum Location N - E -

Field Test U) z 0

; g 0" 0 . 2

ML

= 2 a ,

- 0

3 (Densitylconsistency, color, GROUP NAME, max. particle size",

structure, odor, moisture, optional descriptions, geologic interpretation)

Medium stiff to soft, dark brown to brown, SILT with trace SAND, moist to dry, no odor, no structure.

3 1

o c - a t j 6 I

g g r ' . g 5 s

O.*

2 I

6 s

a

E g g v,

000

cn a 2- C L T

a0

0.0 - 0.3

5.*s.8$8 i s -

10 90

Boring NO. DP00079

File No.: 32486 - Sheet No.: 1 of 1 Start: September 9, 2005 Finish: September 9, 2005 Driller:

HALEY& TEST BORING REPORT ALDRISH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Casing

TY pe

Inside Diameter (in.)

Hammer Weight (Ib.:

Hammer Fall (in.)

Sampler

~ravel l Sand , Field Test - - -. Visual-Manual Identification and Description I

- 0 0.0 - 0.4 SM Medium dense, dark brown, silty fine SAND, moist, no odor, no

stain.

NOTE: Borehole filled with bentonite chips upon completion.

T Thin Wall Tube

U Undisturbed Sample

G

1 314

Push

Barrel Drilling Equipment and Procedures

- -

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoistIHammer: Hydraulic

H&A Rep.: C. Canfield

Elevation Datum Location N - E -

H.ALE'Y& TEST BORING REPORT Boring NO. DP00080 ALMUCH Project: Former Anaheim Battery Operations 1201 N. Magnolia File No.: 32486 - Client: Delphi Corporation Sheet No.: 1 of 1 Contractor: Interphase Start: August 31, 2005

Finish: August 31, 2005 Casing Sampler Barrel Drilling Equipment and Procedures Driller:

TY pe G Rig Make & Model: GeoProbe H&A Rep.: C. CanfieId

Inside Diameter (in.) 1 314 Bit Type: Cutting Head Elevation Drill Mud: Datum

Hammer Weight (Ib.: Push - Casing: Macrocore Location Hammer Fall (in.) N - - HoistIHammer: Hydraulic E -

E g x Gravel Sand , Field Test ,- 0 z " Visual-Manual Identification and Description $ 5

$ a 5 . u s S U)

Z ~ Q Q ~ s e * (Densitylwnsistency. color. GROUP NAME, max. particle size", $ , E $ r , ~ , f $'! $ + j , , 0 % , , 3 cn '), c 5 gg = 5- o 8 v, v,o 2 ag," structure, odor, moisture, optional descriptions, geologic interpretation) s s s s = 2 S $

C ~ I - L L W

- 0 --300 000 0.0 - 0.3 SM NOTE: 8 in. concrete above start of boring at 0 ft. 60 40

NOTE: Borehole filled with bentonite chips upon completion.

0 Open End Rod

T Thin Wall Tube Rock Cored (lin. ft.)

Boring No. DP00081

File No.: 32486 - Sheet No.: 1 of 1 Start: August 31, 2005 Finish: August 31, 2005 Driller:

rn& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Casing

TY Pe

Inside Diameter (in.)

Hammer Weight (Ib.:

Hammer Fall (in.)

Drilling Equipment and Procedures Sampler Barrel

G

1 314

Push - -

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud:

Casing: Macrocore HoisUHammer: Hydraulic

NOTE: Borehole filled with bentonite chips upon completion.

H&A Rep.: C. Canfield - Elevation Datum Location N - E -

E g g g a , .- =

- - S k s giQ

Gravel

a,

8

Field Test '0

$ o 3 = =I 2 o z h z

NOTE: 8 in. concrete above start of boring at 0 ft.

", E, 0 z

g , 6 s

b: 5 s

Visual-Manual Identification and Description

2 q 5

- O J

- ss Q=

Sand

(Densitylwnsistency, wlor, GROUP NAME, max particle size**. structure, odor, moisture, optional descriptions. geologic interpretation)

6 s

I

)00.01 SM 0.0 - 0.3

a , E $ I $

s

a,

if s

HALEY& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

NOTE: Borehole filled with bentonite chips upon completion.

0 Open End Rod

T Thin Wall Tube

U Undisturbed Sample

TY pe

Inside Diameter (in.)

Hammer Weight (lb.;~

Hammer Fall (in.)

Boring No. DP00082

File No.: 32486 - Sheet No.: 1 of 1 Start: August 31, 2005 Finish: August 31, 2005 Driller: H&A Rep.: C. Canfield

Elevation Datum Location N - E -

Casing

Gravel

6 s

Sampler -

G

1 314

Push

s

Sand

r . 2 ;i:

40

g q 5 -

CI)

=

- - 2 z 4 6

s

Barrel

-

Drilling Equipment and Procedures

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoisffHammer: Hydraulic

- 0

Q

5 a

E

2

Field Test - 1 Visual-Manual Identification and Description -

gs QJ=

g a s

60

- 5 a SM ND

(Densitylconsistency. color, GROUP NAME, max. partide size*., structure. odor, moisture, optional descriptions, geologic interpretation) -

NOTE: 8 in. concrete above start of boring at 0 ft.

5 o

Xf3.01

5 L? n + a w

0.0 - 0.3

TEST BORING REPORT Boring No. DP86 I

Boring No. DP00088

File No.: 32486 - Sheet No.: 1 of 1 Start: August 31, 2005 Finish: Aug~~t31 ,2005 Driller:

HALEY& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Casing Barrel

TY pe

Inside Diameter (in.)

Hammer Weight (Ib.;

Hammer Fall (in.)

Sampler

Gravel Sand Field Test Visual-Manual Identification and Description

6

- 0 I I

000 0.0 - 0.3 SM Dark brown, silty fine SAND, moist, no odor, no stain. 60 40

T Thin Wall Tube

U Undisturbed Sample

Drilling Equipment and Procedures

G

1 314

Push - -

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoistIHammer: Hydraulic

H&A Rep.: C. Canfield

Elevation Datum Location N - E -

TEST BORING REPORT Boring No. DP00089 I

TEST BORING REPORT 1 Boring No. DP00090 I

TEST BORING REPORT Boring No. DP00091

TEST BORING REPORT Boring No. DP00093

TEST BORING REPORT Boring No. DP00094

TEST BORING REPORT 1 Boring No. DPOOOBS I

- --

Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

- .

Bit Type: Cutting Head Drill Mud:

Hammer Weight (Ib. Casing: Macrocore

Casing

Hammer Fall (in.) I 1 I - 1 ~oisu~arnmer: Hydraulic

File No.: 32486 - Sheet No.: 1 of 1 Start: September 2,2005 Finish: September 2, 2005 Driller: HBA Rep.: C. Canfield

Elevation Datum Location N - E -

G Rig Make & Model: GeoProbe

Sampler Barrel Drilling Equipment and Procedures

Boring No. DP00096

File No.: 32486 - Sheet No.: 1 of 3 Start: September 1, 2005 Finish: September 1, 2005 Driller: %A Rep.: C. Canfield

HALEX& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

TY Pe

Inside Diameter (in.)

Hammer Weight (Ib.;

Hammer Fall (in.)

Casing

1 314

Push

Sampler

G

- -

Barrel

- 6

- 9

-10 - I

0 Open End Rod Overburden (tin. ft.) T Thin Wall Tube

U Undisturbed Sample

S Split Spoon

Drilling Equipment and Procedures ---

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoistIHammer: Hydraulic

E g F g

g .s' 0 = $

- Gravel

6 s

10

Elevation Datum Location N - E -

e s

20

20

2 5 V,

0 J

- 1

- 2

- 3

- 4

- 5 -

- 6

- 7

- g e 6

s

30

20

b s

5

Visual-Manual Identification and Description

5 - 2

(Densityhnsistency. color, GROUP NAME, max. pa.cIe size*., structure, odor, moisture, optional descriptions, geologic interpretation)

Medium dense, light brown to tan, poorly graded fine to coarse SAND with some gravel, moist, no odor, no stain.

Sam wi th lo percent pebbles.

000

m5

0 z & g * s s

L1

5 U)

Sand

a 5 2 (:

25

15

0.0 - 0.3

5,0 - 5.3

q

C L C

5 5 $ . $ 6 . $ $ %

if s

20

10

=

SP

SP

I

n Y a 5 B el

$ Z

Field In

P

"

Test

8 o r 2 5

* f 2 9

TEST BORING REPORT Boring No. DP00103

Boring No. DP00104

File No.: 32486 - Sheet No.: 1 of 2 Start: September 1, 2005 Finish: September 1, 2005 Driller:

rn& TEST BORING REPORT ALDRCH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Casing

Type

Inside Diameter (in.)

Hammer Weight (lb.;~

Hammer Fall (in.)

Sampler

Gravel Sand 0

Field Test h 6 z - 4= Visual-Manual Identification and Description "- g a 2- - g s Q QC 0

g p E E P - (Density/consistency. color. GROUP NAME, ma*. p a l d e size'..

, , , g 2 a - 0 ,

XX).OI 0.0 - 0.3 SM Medium dense, dark brown, silty fine SAND, moist, no odor, no 60 40 stain.

0 Open End Rod

T Thin Wall Tube

U Undisturbed Sample

G

1 314

Push

Barrel Drilling Equipment and Procedures

- -

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoistIHarnmer: Hydraulic

H&A Rep.: C. Canfield Elevation Datum Location N - E -

HiUJiX& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

NOTE: Borehole filled with bentonite chips upon completion.

T Thin Wall Tube

U Undisturbed Sampl

Boring NO. DP00106

File No.: 32486 - Sheet No.: 1 of 1 Start: September 1, 2005 Finish: September 1 , 2005 Driller: H&A Rep.: C. Canfield Elevation Datum Location N - E -

Barrel

- -

Sampler

G

1 314

Push

TY pe

Inside Diameter (in.)

Hammer Weight (Ib.:

Hammer Fall (in.)

Drilling Equipment and Procedures --

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoisffHammer: Hydraulic

Casing

ii

10

Gravel Sand

8 J:

20

a g m e g - is3

0) .-

2 E J:

10

Field Test -

- 0

$ . % e m s $ ! f J:

20

8 J:

20

a =

$ $

g SP

- ~ S Q

a

0 z

E n s

62

000

% g 2 J:

20

Visual-Manual Identification and Description

(Density1conYstency. caor, GROUP NAME, m a . partide sizett structure, odor, moisture, optional descriptions, geologic interpretation)

Gray to brown, poorly graded fine to coarse SAND with gravel, dry,

- PC

5 5 an

0.0 - 0.3

m

3 ak?L$65

r i s 9

Boring No. DP00109

File No.: 32486 - Sheet No.: 1 of 2 start: September 1 , 2005 Finish: September 1, 2005 Driller:

HALEY& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Casing

Inside Diameter (in.)

Hammer Weight (Ib.:

Hammer Fall (in.)

Sampler

$ 5 2 Gravel Sand

0 Field Test " - z " &, % Visual-Manual Identification and Description

& % a , a , s E 2 9 Q QC z g UY

UY (Density/consistency. color, GROUP NAME, max. particle size", B p 0 v, g no gg ie2

= : - 0 structure, odor, moisture, optional descriptions, geologic interpretation)

- 0 -1 ND 000 0.0 - 0.3 SM Soft to medium stiff, dark brown, silty fine SAND, moist, no odor, 60 40

no stain.

**Redrilled 8-12 ft.

0 Open End Rod

T Thin Wall Tube

U Undisturbed Sample

G

1 314

Push

Barrel Drilling Equipment and Procedures

- -

Rig Make & Model: GeoProbe

Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoistlHamrner: Hydraulic

H&A Rep.: C. Canfield Elevation Datum Location N - E -

TEST BORING REPORT Boring No. DP00112

TEST BORING REPORT Boring No. DP00113

TEST BORING REPORT Boring No. DP00115

Boring No. DP00118

File No.: 32486 - Sheet No.: 1 of 2 Start: September 2, 2005 Finish: September 2, 2005 Driller:

HALEY& TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

TY pe G Rig Make & Model: GeoProbe H&A Rep.: C. Canfield

Inside Diameter (in.) 1 314 Bit Type: Cutting Head Elevation Drill Mud: Datum

Hammer Weight (Ib.: Push - Casing: Macrocore Location

Hammer Fall (in.) N - - HoistIHammer: Hydraulic E -

Gravel Sand Field Test 0 Visual-Manual Identification and Description

- 0 000 0.0 - 0.5 SP Loose, black stained, poorly graded, fine to medium SAND, strong 40 50 10

hydrocarbon odor.

Color grading to dark brown.

Slight oil stain, hydrocarbon odor.

T Thin Wall Tube

U Undisturbed Sample

Drilling Equipment and Procedures Casing Sampler Barrel