TEST BORING REPORT

TEST BORING REPORT Boring No. DP0184

Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporatioil Contractor: 11iterphase

1 Casing Sampler I Barrel 1 Drilling Equipment and Procedures

Inside Diameter (in.)

Hammer Weight (lb.)/

Hammer Fall (in.) 1

G Rig Make & Model: GeoProbe 1 1 3/4 Bit Type: Cutting Head Drill Mud: None

Casing: Macrocore - HoistIHammer: Hydraulic

File No.: 32486 - 006 Sheet No.: 1 of 1 Start: March 29, 2006 Finish: March 29, 2006 Driller: Fernando H&A Rep.: K. Hoggan,G. An

--

Elevation Datum Location N - E -

Note: Soil identification and ~ercentaqes based on visual-manual methods of the USGS as ~racticed bv Halev & Aldrich, Inc. I

TEST BORING REPORT Boring No. DPO185

Project: Former Anaheim Battery Operations 1201 N. Magnolia File No.: 32486 - 006 Sheet No.: 1 of 1 Start: March 28, 2006 Finish: March 28, 2006

Rig Make & Model: GeoProbe

Inside Diameter (in.) Bit Type: Cutting Head Drill Mud: None

Hammer Weight (Ib.)

Visual-Manual Identification and Description

(Density/consistency, color, GROUP NAME, max. particle size**, structure, odor, moisture, optional descriptions, geologic interpretation)

no odor, no stain.

trace fine sand.

Groundwater not encountered. Borehole backfilled with hydrated bentonite.

T Thin Wall Tube

U Undisturbed Sample


Project: Former Anaheim Battery Operations 120 1 N. Magnolia Client: Delphi Corporation Contractor: Interphase

File No.: 32486 - 006 Sheet No.: 1 of 1 Start: March 28, 2006 Finish: March28,2006

Drilling Equipment and Procedures Driller: Fernando Rig Make & Model: GeoProbe H&A Rep.: K. Hoggan

TEST BORING REPORT Boring No. DPOl94A

TEST BORING REPORT Boring No. DP0196A

TEST BORING REPORT Boring No. DP0233 1 File No.: 32486 - 006 Sheet No.: 1 of 1

Contractor: Iiiterpliase Start: March 28, 2006

Inside Diameter (in. Bit Type: Cutting Head Drill Mud: None

Casing: Macrocore

........................

Groundwater not encountered. Borehole backfilled with hydrated bentonite upon completion.

0 Open End Rod Overburden (lin. ft.)

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



Project: Former Anaheim Battery Operations Client: Delphi Corporation Contractor: Interphase

/ Casing I Sampler I Barrel I

TY pe


Hammer Weight (Ib.)

Hammer Fall (in.)

1201 N. Magnolia File No.: 32486 - 006 Sheet No.: 1 of 1 Start: March 28, 2006

1 Finish: March 28, 2006 Drilling Equipment and Procedures Driller: Fernando

/ Rig Make & Model: GeoPrahe

Bit Type: Cutting Head Drill Mud: None

Casing: MacroCore HoistIHammer: Hydraulic

H&A Rep.: K. Hoggan



TY pe I G I 1 Rig Make & Model: GeoProbe

Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: D e l p h ~ Corporation Contractor: Interphase

File No.: 32486 - 006 Sheet No.: 1 of 1 Start: March 28, 2006 Finish: March 28, 2006 Driller: Fernando

H&A Rep.: I(. Hoggan

-

1 Casing ) Sampler Barrel

Inside Dlameter (in.)

Hammer Weight (Ib.)

Hammer Fall (in.)

Drilling Equipment and Procedures

1 314

Push

- Gravel Sand € 5 F~eld Test - 1 - z d - Visual-Manual ldentif~cation and Description V)

(Dens~tylconsi~tency, color. GROUP NAME, max particle s~ze**, str~ctut-e. odor, rno~sture. opt~onal descrfpt~ons, geologic interpretation) I

-

- 0 concrete 8 lnches thick


Casing: Macrocore HoistIHammer: Hydraulic

Elevation Datum Locatlon N - E -

- ' u.;. 0 7 SP

- 2

I

Loose, brown, SAND (SP) fine to med~um grained, cohesive, moist, no odor, no stain.

003 2 . 5 - 3 0

3

- - CLAY (CL), fine grained, low 30%

- 4

- 6

007 6.5 - 7.0

a - 7 SC Medium dense, brown, clayey SAND (SC), low plasticity, cohesive, L moist, no odor, no stain.

m ?

B

7

8 - 8 8 0 $ Bottom of exploration at 8 feet 9 (D m

Groundwater not encountered. N Borehole backfilled with hydrated bentomte upon completion 2 5 9 8 N 3 0

t-

(Ir I

rn water Leve Data Sample identification Well Diagram Summary m

2

Lf: m - -I

0

3

:I 2

Date 0 Open End Rod Elapsed 1 Depth (ft ) to.

Time , , , I Crr] R~ser Pipe

T Thln Wall Tube

U Und~sturbed Sample S Spl~t Spoon

Eottom

1 G Geoprobe -_ --

Bottom f h i e

Time (hr''of Screen Filter Sand Cuttings a Grout

water Casing

Field Tests Dilatancy: R-Rapid, S-Slow, N-None Plastic~ty N-Nonplastic, L-Low, M-Medium, H-High Toughness: L-Low. M-Med~um, H-High Dry Strength: N-None, L-Low. M-Medium, H-High, V-Very High

*SPT = Sampler blows per 6 in **Maximum particle size (mni) IS determined by direct observairon w~th~n the l~mitat~ons of sampler slze ( ~ n m~ll~meters) Note: Soil identification and ~ercentaues based on visual-manual methods of the USCS as practiced bv Halev & Aldrich, Inc.

Overburden (lin. ft.)

Rock Cored (Iln ft.)

Samples

D c RY B:iZ% Seal

Boring No. ~ ~ 0 2 3 7

Start: April 10, 2006 Finish: April 10, 2006


orehole backfilled with hydrated bentonite upon completion.

T Thin Wall Tube



File No.: 32486 - 006 Sheet No.: 1 of 1 Start: April 10, 2006

Drilling Equipment and Procedures

Hammer: Hydraulic

Borehole backfilled with hydrated bentonite upon completion.

0 Open End Rod

T Thin Wall Tube



Project: Former Anaheim Battery Operations 1201 N. Magnolia File No.: 32486 - 006 Client: Delphi Corporation Sheet No.: 1 of 1 Contractor: Interphase start: April 10, 2006

Finish: April 10, 2006 Casing Sampler Barrel Drilling Equipment and Procedures Driller: F. Vasquez

G Rig Make & Model: GeoProbe H&A Rep.: 6. Androsko,K.


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

1 Casing / Sampler 1 Barrel / Drilling Equipment and Procedures

I G 1 / Rig Make & Model: GeoProbe

File No.: 32486 - 006 Sheet No.: 1 of 1 Start: April 10, 2006 Finish: April 10, 2006 Driller: F. Vasquez

H&A Rep.: G. Androsko,K.


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

1 Casing / Sampler / Barrel 1 Drilling Equipment and Procedures

TY pe - 1 G I / Rig Make & Model: GeaProbe

File No.: 32486 - 006 Sheet No.: 1 of 1 Start: April 12, 2006 Finish: April 12, 2006 Driller: E. Vasquez H&A Rep.: G. Androsko,K. H


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


Hammer Weight (Ib.)

Hammer Fall (in.)

- 1 3/11 1 - Push

- 1 1 -


Project: Former Anaheim Battery Operations 1201 N. Magnolia Delphi Corporation heet No.: 1 of 3


Casing: Macrocore


SP Medium dense, brown, SAND (SP), fine to medium grained.

Soil gas at 5 feet.

SM Medium dense, brown, silty SAND (SM), fine grained, cohesive, moist, no odor, no stain.

ML Medium stiff, brown, sandy SILT (ML), cohesive, moist, no odor,

T Thin Wall Tube


Project: Former Anaheim Battery Operations 1201 N. Magnolia File No.: 32486 - 006 Client: Delphi Corporation Sheet No.: 1 of 2 Contractor: Interphase Start: April 12, 2006

Finish: April 12, 2006 Casing Sampler , Barrel Drilling Equipment and Procedures Driller: E. Vasquez

Rig Make & Model: GeoProbe H&A Rep.: G. Androsko,K. Ho

TEST BORING REPORT

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