TEST BORING REPORT I Boring No. - Welcome to the ... · PDF fileHALEY& TEST BORING REPORT...

TEST BORING REPORT I Boring No. DP00009

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

Boring No. DP00018

File No.: 32486 - Sheet NO.: 1 of 1 ~ t a l t : August 30,2005 Finish: August 30, 2005

Gravel Sand ] Field Test - - z 0 T E g 2 6 . n 5 Visual-Manual Identification and Description a, $ 5 t s g a , c u s - UY $ @ S e a , g 8 g a = EJq g s n n s 6 3 = P - $ (Density1wnsistency. wlor,GROUP NAME, max. particle sizee* 8 5 8 l( 5 f o z $ $ 5 %

structure, odor, moisture, optional descriptions, geologic interpretation) s s s s $ =

- 0 I

000 0.0 - 0.3 NOTE: 11 in. concrete above start of boring at 0 ft.

No description available for 0-1 ft.

T Thin Wall Tube

I

Sampler

G

1 314

Push

Type

Inside Diameter (in.)

Hammer Weight (lb.:~

Hammer Fall (in.)

Barrel Drilling Equipment and Procedures Driller: Casing

-

Rig Make & Model: GeoProbe

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

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

TEST BORING REPORT Boring No. DP00019

Boring NO. DPOOO2l

File No.: 32486 - Sheet No.: 1 of 1 Start: August 30,2005 Finish: August 30, 2005 Driller:

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

Casing

Type


Hammer Weight (Ib.:

Hammer Fall (in.)

Sampler

£ 5 1 Gravel Sand Field Test Visual-Manual Identification and Description a, % $ rn

$ a , , + a o ~ $ ? ~ ~ (Densitylconsistency, color, GROUP NAME, max. particle size", 6 2 6 2 2 2 3 5 structure, odor, moisture, optional descriptions, geologic interpretation) $ $ $ = g o f h m

- 0 ND 000 0.0 - 0.3 SP NOTE: 11 in. concrete above start of boring at 0 ft. 20 30 30 20

NOTE: Borehole filled with bentonite chips upon completion.

8 ij B

Z 2 3 8' 3

9

5 2 P ?5 ::

T Thin Wall Tube 5 2 - UJ :: P 2 UJ

G

1 314

Push

Barrel Drilling Equipment and Procedures

-


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

H&A Rep.: C. Canfield

Elevation Datum Location N - E -

TEST BORING REPORT I Boring No. DPW025 I File No.: 32486 - Sheet No.: 1 of 1 Start: August 30,2005 Finish: August 30, 2005 Driller:

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

Drilling Equipment and Procedures

Type



Hammer Fall (in.)

Casing

G

1 314

Push

Sampler Barrel

- -

Dark brown, silty fine, SAND, moist, no odor, no stain.

T Thin Wall Tube

U Undisturbed Sample


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

Gravel

8 s

E S g , % =

- 6

s k s

- 0

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

Field Test X E

0 z n c l r

1 000

Sand

$ =

Visual-Manual Identification and Description

; q rn

i - SM

- a,G - 1 g

0.0 - 0.3

(Density/wnsistency wlor, GROUP NAME, max. partide sireg*, structure, odor, moisture, optional descriptions. geologic interpretation)

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

f 6 o z z E 5

s 5 s

40

s, E

i ! . $ e W g 2 s

5 s

60

Boring No. DP00027

File No.: 32486 - Sheet No.: 1 of 1 Start: August 30, 2005 Finish: August 30, 2005 Driller:

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

Casing

TY pe


Hammer Weight (Ib.:

Hammer Fall (in.)

Sampler Barrel

Field Test Visual-Manual Identification and Description

- 0 I ND 000 0.0 - 0.3 SM NOTE: 8 in. concrete above start of boring at 0 A. 30 70

Dark brown, soft, fine silty, SAND, moist, no odor, no stain.


T Thin Wall Tube

G

1 314

Push

-----------------------


- -


Bit Type: Cutting Head Drill Mud:

Casing: Macrocore HoistIHammer: Hydraulic



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

Boring NO. DP00029

File No.: 32486 - Sheet No.: 1 of 1 Start: August 30,2005 Finish: August 30, 2005

Sampler

G

1 314

Push

TY pe



Hammer Fall (in.)


- -


%

! a 2

3

t

S P z ::

3 m 2 "I

2 2 ::

Rig Make & Model: Geohobe Bit Type: Cutting Head Drill Mud: Casing: Macrocore HoistIHammer: Hydraulic



Gravel

" E g

z q g a ,

$-

1 "I E,

5 SM

" s

60


"Density/consistency, color, Gf?OlJPNAME,max pa"desize", structure, odor, moisture. optional descriptions. geologic interpretation)


Dark brown, silty fine, SAND, soft, moist, no odor, no stain.

.- = 3

s k s g & Q

Sand

3

s

Field Test '5 z

rn - 0

5 i w r n e a , ~ " '""l =

- ss

g 000 0.3

s

m

$ 2 ' 5 8

n e i i t j 0.0 - 0.3

s

40

Boring No. DP00030

File No.: 32486 - Sheet No.: 1 of 1 Start: August 30, 2005 Finish: August 30, 2005 Driller:

- HALE'Y8.r; TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase

Casing

TY Pe


Hammer Weight (Ib.:

Hammer Fall (in.)

Sampler

Gravel Sand Field Test Visual-Manual Identification and Description

- 0 3.0 000 0.0 - 0.3 SM- NOTE: 8 in. concrete above start of boring at 0 ft. 30 70

ML Dark brown, silty fine SAND to SILT, moist, no odor, no stain.


ndisturbed Sample

G

1 314

Push

Barrel Drilling Equipment and Procedures

- -


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

H&A Rep.: C. Canfield -


TEST BORING REPORT I Boring No. DP00031 I

H.ALE'Y8.C TEST BORING REPORT ALDRICH Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: lnterphase

5 gg = :?a

",a 2 iE- 5

n


Rig Make & Model: Geohobe 1 Bit Type: Cutting Head Drill Mud:

Casing: Macrocore HoistIHammer: Hydraulic

Boring NO. DP00036

File No.: 32486 - Sheet No.: 1 of 1 Start: August 30, 2005 Finish: August 30, 2005 Driller: H&A Rep.: K Hogan, J. Reardt


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

Barrel Casing

s s s s .= 2 2 3 o + a v ,

Sampler

- 0 000 0.0 - 0.3 SM NOTE: 8 in. concrete above start of boring at 0 ft. 10 10 80


V)

ij P

1

2 9 8 3,

?i ?

ii

6 S P U)

P T Thin Wall Tube

? U Undisturbed Sample m 2 "I

0

P "I'

5:

Type



Hammer Fall (in.)

$ a s 5 u i $ g g ~ 5

rag E S g % . ~ e

2 5 VJ

Sand

a

6 95

G

1 314

Push


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

Field Test

6 5

- -

$ 5 $

- - g

g g m c 5

m

m

o z , - s~ a=


File No.: 32486 - Sheet No.: 1 of 1 start: August 30, 2005 Finish: August 30, 2005 Driller:

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

G Rig Make & Model: GeoProbe H&A Rep.: K Hogan, J. Reardqn

Drilling Equipment and Procedures Casing Sampler Barrel

n

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

OTE: Borehole filled with bentonite chips upon completion.

B ij P

U)

Z

3 3' P H r L 2 C

P T Thin Wall Tube

9 U Undisturbed Sample 2 - 2 "I

0

F (0'

P

Boring NO. DP00041

File No.: 32486 - Sheet No- 1 of 1 Start: August 30, 2005 Finish: August 30, 2005

Type



Hammer Fall (in.)


- -

Sampler

G

1 314

Push

Rig Make & Model: Geohobe


H&A Rep.: K Hogan, J. Reardt


E g g ' v : ? :

iiiE

1 5

5 SM 70


(Lknsity/mnsistency, color, GROUP NAME m x p a M e s i c * * , structure, odor, moisture, optional descriptions, geologic interpretation)


Dark brown silty fine SAND, moist, no odor, no stain, soft.

.- = 2

S E

Gravel

- 0

Sand

6

^ - Field Test

6 $

i s

000

$ a s $ o z z ;

% g $ a , k a r 3 Z

2 $ -

0.0 - 0.3

0 z 'v g g x = = I $

30

m T

'vs g

v,n

TEST BORING REPORT Boring No. DP00042

n


T Thin Wall Tube


Boring No. DP00044

File No.: 32486 - Sheet No.: 1 of 1 Start: August 30,2005 Finish: August 30, 2005 Driller:

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

Drilling Equipment and Procedures Casing

TY pe



Hammer Fall (in.)

Sampler



Barrel

G

1 314

Push

H&A Rep.: K Hogan, J. Reardc


- -

E S L J $ ; g

9 - 0 iiig

rn

= 2 8

5 $

60

Gravel 2 5 rn " 2

- . - n

2

a

s

Sand

I


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

SM - 0

Field Test

2 s 2 s

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

Dark brown, silty fine SAND, moist, no odor, no stain.

a , &

5 ND

nc

$9 t,,o

$ g .= e!

% 5 2 s 2 - g a , z ? i a b : $ E

5

40 000

I y

0.0 - 0.3

a:;Gi

m& TEST BORING REPORT ALDRICH

-

Boring No. DP00048

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

Boring NO. DP00049

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

B Gravel Sand Field Test ,- 0 E f i a z q 6 a E Visual-Manual Identification and Description E 2 s ; g ., f i 4 a as v, (Densitylconsistency, color, GROUP NAME, max. particle size**, if 2 if if 3 m

B p a g 5% 3 g 9 = $ - a

st~cture, odor, moisture. optional descriptions, geologic interpretation) + + + + + + = 2 9 ' a n + a Z

- 0 I

ND 000 0.0 - 0.3 SM NOTE: 8 in. concrete above start of boring at 0 ft. 80 20

OTE: Borehole filled with bentonite chips upon completion.

s? F j

x" Z S 3

u

L 2 m k ::

T Thin Wall Tube

2 U Undisturbed Sample 4 V)

"I

0

2 V)

Sampler

G

1 314

Push

TYPe



Hammer Fall (in.)


- -





Boring No. DP00050

F~ le No 32486 - Sheet NO 1 of 1 Stalt September 7, 2005 Finish. September 7, 2005

Dr~ller

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

Casing

TY pe

lnslde Diameter (~n.)

Hammer Welght (Ib.:

Hammer Fall (n.)

Sampler

G

1 314

Push

Barrel Drllllng Equ~pment and Procedures

- -

? - ' h

Rlg Make & Model. GeoProbe

Bit Type. Cutting Head Drill Mud

Casing: Macrocore HoisUHammer Hydraulic

E S 0

Date

Fleld Tests

'SPT =

Q l

H&A Rep C. Canfield


3 Gravel

s

Note: Soll identiflcatBn and m e s based on visual-manual methods of the USCS as ~ract iced bv Halev & Aldrich. Inc.

8 E . ~ ~ . E $ ! $ S

lr

" 5 ," 0

5 SP ,

z 2 Sand

a 5 3

Dllatancy R-Rapld, S-Slow. N-None Plastlclty N-Nonplastlc, L-Low, M-Med~urn, H-H~gh Touahness, L-Low. M-Medlurn. H-Hlah Dw Strenqth N-None. L-Low. M-Medrum. H-H~ah. V-Vew Hlah

Sam~ler blows par 6 ~n '̂ Max~mum partide slze tmm) IS determined bv dlrect obse~atlon wlth~n the l~mltat~ons of sam~ler size On mlll~meters)

Riser 'Ipe

Screen Fllter Sand Cuttings Grout

t:t Concrete Bentonite Seal

0 Open End Rod

T Thln Wall Tube


S Spllt Spoon G Geoprobe

Time

s 30

I

5 2

Visual-Manual ldentificat~on and Description

(Dens~tylcons~stency. color, GROUP NAME, max particle sue**, structure, odor, mo~sture. optional damptions, geologc lntemretatlon)

Dense, gray-brown, poorly graded, fine to coarse SAND, dry to rnolst, no odor, no staln

Refusal at 4 fi bgs

NOTE. Borehole filled w~th benton~te chlps upon complet~on

Overburden (tin ff ) ~ o c k Cored (lin it ) Samples

Boring No. ~ ~ 0 0 0 5 0

E

; - 0

- 1

- 2

- 3

- 4

-

Sample Identification

Elapsed Time (hr.bf

a

30

Summarv

Fleld U)

g

m

- 5-

Well Diagram

g g e a

1.5

40

Test

= I

d ? h v , g

Depth (ff ) to:

g m s

2

1 XX).Ol

I0101

XI201

Water Bottom Caslnn

2-

1 8 0 0 - 0 3

07-1 .0

1 2 - 1.5

water Level

8

ki 5 4

id B 0 Z

Bottom of -

40

I

Data

TEST BORING REPORT Boring No. DP00058 I

---- : September 2, 2005

: August 31,2005

Inside Diameter (in.

Brown to orange-brown, silty fine to coarse silty SAND, one large

T Thin Wall Tube


S Split Spoon

TEST BORING REPORT I Boring No. - Welcome to the ... · PDF fileHALEY& TEST BORING REPORT...

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