hajxy& aldrich test boring report boring...hajxy& aldrich test boring report project: former...
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![Page 1: HAJXY& ALDRICH TEST BORING REPORT Boring...HAJXY& ALDRICH TEST BORING REPORT Project: Former Anaheim Battery Operations 1201 N. Magnolia Client: Delphi Corporation Contractor: Interphase](https://reader030.vdocuments.site/reader030/viewer/2022040211/5e6c7fe22346310d082b52a1/html5/thumbnails/1.jpg)
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 +
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Drilling Equipment and Procedures
Bit Type: Cutting Head
T Thin Wall Tube
U Undisturbed Sample
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Bit Type: Cutting Head --
Borehole filled with bentonite chips upon completion.
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: September 7, 2005
T Thin Wall Tube
U Undisturbed Sample
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TEST BORING REPORT Boring No. DP00071
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g Equipment and Procedu
Inside Diameter (in.)
Borehole filled with bentonite chips upon completion.
T Thin Wall Tube
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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 -
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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 -
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=& 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
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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 -
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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.)
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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
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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
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TEST BORING REPORT Boring No. DP86 I
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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 -
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TEST BORING REPORT Boring No. DP00089 I
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TEST BORING REPORT 1 Boring No. DP00090 I
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TEST BORING REPORT Boring No. DP00091
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TEST BORING REPORT Boring No. DP00093
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TEST BORING REPORT Boring No. DP00094
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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
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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
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TEST BORING REPORT Boring No. DP00103
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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 -
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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
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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 -
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TEST BORING REPORT Boring No. DP00112
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TEST BORING REPORT Boring No. DP00113
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TEST BORING REPORT Boring No. DP00115
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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