Appendix A Soil Boring Logs FMI Sierrita Voluntary ... › sites › fcx › files › documents ›...
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Appendix ASoil Boring Logs
FMI Sierrita Voluntary Remediation Program(Click On Boring Log or Well Number In Index To Connect To Boring Log)
CLEAR Plant Esperanza Mill Rhenium Ponds
CP-JS-01 EM-C22 RP-JS-01
CP-JS-02 EM-E24 RP-JS-02
CP-JS-03 EM-G27
CP-JS-04 EM-H22 Sierrita Tailing
CP-M04 EM-JS-01 ST-SB01
CP-M06 EM-JS-02 ST-SB03
CP-N08 EM-JS-06 ST-SB04
CP-O03 EM-JS-07 ST-SB05
CP-O09 EM-JS-08 ST-SB06
CP-P04 EM-K24
CP-P05 EM-M26 Monitor Wells
CP-P07 EM-N29 MW-2008-01
CP-P12 EM-P24 MW-2008-02
CP-Q09 EM-U25 MW-2008-03
CP-SD-01 EM-X26 MW-2008-04
CP-SD-02 MW-2008-05
CP-SD-03 C Pond MW-2008-06
CP-SD-04 C-JS-01 MW-2008-07
CP-SD-05 C-JS-02 MW2008-08
CP-SD-06 C-JS-03 MW-2008-09
CP-SD-07 C-JS-04 MW-2008-10
CP-SD-08 C-JS-05 MW-2008-11
CP-SD-09 MW-2008-12
CP-SD-10 C Pond Spoils MW-2008-13
CS-JS-01 MW-2008-14
Old D Pond CS-JS-02 MW-2008-15
OD-JS-01 CS-JS-03
OD-JS-02 CS-JS-04 Temporary Wells
OD-JS-03 CS-JS-05 TW-2008-02
OD-SD-01 CS-JS-06 TW-2008-03
OD-SD-02 TW-2008-04
OD-SD-03 Raffinate Pond TW-2008-05
OD-SD-04 RA-JS-01 TW-2008-06
OD-SD-05 RA-JS-02 TW-2008-07
OD-SD-06 RA-JS-03 TW-2008-08
RA-JS-04 TW-2008-09
E Pond RA-JS-05 TW-2008-10
E-JS-01 RA-SD-01 TW-2008-11
E-JS-02 RA-SD-02 TW-2008-12
TW-2008-13
Evaporation Pond Esperanza Tailing TW-2008-14
EV-JS-01 ET-SB01 TW-2008-15
EV-JS-02 ET-SB02
March 2011 Page 1 of 1
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RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
Lean Clay with sand, yellowish red (5yr 4/6), null odor, slightly moist, firmconsistancy, plastic, fine sand.
Poorly Graded Sand, sub-angular, brownish yellow (10yr 6/6), null odor, dry,loose, null cementation, null plasticity, fine gravel.
Poorly Graded Sand, sub-angular, very pale brown (10yr 7/3), null odor, dry,loose, null cementation, null plasticity, fine gravel.
Silt with sand, pale yellow (2.5yr 8/4), null odor, slightly moist, loose, nullcementation, null plasticity, coarse sand. Weathered Granodiorite, increasingcompetency with depth.
Granodiorite, refusal at 12' bgs.
1.5'
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
COMMENTS:
Silty Sand, light yellowish brown (2.5yr 6/4), null odor, slightly moist, very dense,null cementation, null plasticity, coarse sand.
CL
5.0'
7.8'
10.5'
12.0'
CP-JS-01-0-1
CP-JS-01-1-3
CP-JS-01-10-12
SP
SP
ML
SM
NONE
CP-JS-01-5-7
LITHOLOGIC DESCRIPTION AND REMARKS
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin Walsh, Armando JimenezSTART DATE/TIME: 07/15/2008 09:40 AMFINISH DATE/TIME: 07/15/2008 10:40 AM
BORING LOG: CP-JS-01SHEET 1 of 1
SAMPLECOLLECTED(Identification)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
GR
AP
HIC
ELE
VA
TIO
N (F
T)
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
US
CS
LATITUDE (NAVD27): 954282.308LONGITUDE (NAVD 27): 320994.678
TOP OF GROUND ELEVATION: 3668.97 A.S.L.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
3665
3660
3655
3650
5
10
15
20
-
Granodiorite, refusal at 4' bgs.
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
TOP OF GROUND ELEVATION: 3683.74 A.S.L.
1.0'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
Silty Sand, sub-angular, sub-rounded, strong brown (7.5yr 4/6), null odor, dry,loose, null cementation, low plasticity, fine sand.
Silty Sand, sub-angular, sub-rounded, dark gray (7.5yr 4/0), null odor, slightlymoist, loose, null cementation, low plasticity, fine sand.
NONE
SM
SM
CP-JS-02-1-3
CP-JS-02-0-1
4.0'
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Shawn MillerLOGGED BY: Kevin Walsh, Rick SmithSTART DATE/TIME: 07/11/2008 01:15 PMFINISH DATE/TIME: 07/11/2008 01:38 PM
BORING LOG: CP-JS-02
LATITUDE (NAVD27): 953875.828LONGITUDE (NAVD 27): 320394.158
LITHOLOGIC DESCRIPTION AND REMARKS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
3680
3675
3670
3665
US
CS
SAMPLECOLLECTED(Identification)
5
10
15
20
-
Granodiorite, refusal at 7' bgs.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
LATITUDE (NAVD27): 954350.808LONGITUDE (NAVD 27): 319792.603
5.0'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
TOP OF GROUND ELEVATION: 3659.89 A.S.L.
Silty Sand with gravel, sub-angular, sub-rounded, light yellowish brown (10yr 6/4),null odor, moist, loose, null cementation, null plasticity, fine gravel.
Silty Sand with gravel, sub-angular, sub-rounded, dark yellowish brown (10yr4/4), null odor, moist, loose, null cementation, null plasticity, fine gravel.
NONE
SM
SM
CP-JS-03-5-7
CP-JS-03-1-3
CP-JS-03-0-1
7.0'
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
BORING LOG: CP-JS-03
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/14/2008 08:57 AMFINISH DATE/TIME: 07/14/2008 10:13 AM
SHEET 1 of 1
US
CS
GR
AP
HIC
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT) SAMPLE
COLLECTED(Identification)
5
10
15
20
3655
3650
3645
3640
LITHOLOGIC DESCRIPTION AND REMARKS
-
Silty sand, fine grained, pale brown, dry, loose, mica minerals present. Moist at19' bgs.
Silty sand, fine grained, pale brown, dry, loose.
Decomposed granite clay.
Silty sand with gravel, fine grained with fine gravel, pale brown, dry, loose.
Silty sand with gravel, fine grained with fine gravels, pale brown, dry, loose.
1.0'
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
COMMENTS:
Decomposed granite clay.
CP-JS-04-15-17
4.0'
7.0'
8.0'
12.0'
CP-JS-04-0-1
CP-JS-04-1-3
CP-JS-04-10-12
SM
CL
SM
CL
SM
SM
CP-JS-04-5-7
SAMPLECOLLECTED(Identification)
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 08/27/2008 10:20 AMFINISH DATE/TIME: 08/27/2008 11:02 AM
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
BORING LOG: CP-JS-04
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
GR
AP
HIC
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
ELE
VA
TIO
N (F
T)
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
US
CS
LATITUDE (NAVD27): 954142.572LONGITUDE (NAVD 27): 321095.952
TOP OF GROUND ELEVATION: 3696.63 A.S.L.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
SHEET 1 of 2
3695
3690
3685
3680
-
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
3675
3670
3665
3660
3655
25
30
35
40
SAMPLECOLLECTED(Identification)
CP-JS-04-20
ELE
VA
TIO
N (F
T)
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
US
CS
LITHOLOGIC DESCRIPTION AND REMARKS
GR
AP
HIC
BORING LOG: CP-JS-04
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 08/27/2008 10:20 AMFINISH DATE/TIME: 08/27/2008 11:02 AM
SHEET 2 of 2
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
-
Poorly Graded Sand with silt, dark yellowish brown (10yr 4/4), null odor, slightlymoist, loose, null cementation, null plasticity, fine sand, coarse gravel.6" layer of concretePoorly Graded Sand with silt, dark yellowish brown (10yr 4/4), null odor, slightlymoist, loose, null cementation, null plasticity, fine sand, coarse gravel.
Silty Sand, light yellowish brown (10yr 6/4), null odor, slightly moist, loose, nullcementation, null plasticity, fine sand, coarse gravel, decomposed/weatheredgranodiorite.Granodiorite, refusal at 5.5' bgs.
1.0'
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
NONE1.8'
2.3'
4.5'
5.5'
CP-M04-0-1
CP-M04-1-2.5SP-SM
SP-SM
SM
NONE
CP-M04-5-5.4
BORING LOG: CP-M04SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Rick SmithSTART DATE/TIME: 07/11/2008 09:45 AMFINISH DATE/TIME: 07/11/2008 10:15 AM
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
US
CS
LITHOLOGIC DESCRIPTION AND REMARKSG
RA
PH
IC
ELE
VA
TIO
N (F
T)
3690
3685
3680
3675
LATITUDE (NAVD27): 953869.388LONGITUDE (NAVD 27): 320977.257
TOP OF GROUND ELEVATION: 3694.99 A.S.L.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
5
10
15
20
SAMPLECOLLECTED(Identification)
-
4.0'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3688.12 A.S.L.LATITUDE (NAVD27): 953871.612LONGITUDE (NAVD 27): 320587.281
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
Refusal at 4' at concrete.
Silty Sand with gravel, sub-angular, sub-rounded, brown (7.5yr 4/6), null odor,dry, loose, null cementation, null plasticity, fine gravel.
SMCP-M06-1-3
CP-M06-0-1
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Shawn MillerLOGGED BY: Kevin Walsh, Rick SmithSTART DATE/TIME: 07/11/2008 12:48 PMFINISH DATE/TIME: 07/11/2008 01:07 PM
BORING LOG: CP-M06
3685
3680
3675
3670
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
Silty Sand with gravel, sub-angular, sub-rounded, olive brown (2.5yr 4/4), nullodor, dry, loose, null cementation, null plasticity, fine gravel.Silty Sand with gravel, sub-angular, sub-rounded, light olive brown (2.5yr 5/4),null odor, dry, loose, null cementation, null plasticity, fine gravel.
Silty Sand with gravel, sub-angular, sub-rounded, grayish brown (10yr 5/2), nullodor, dry, loose, null cementation, null plasticity, fine gravel.
Silty Sand with gravel, sub-angular, sub-rounded, grayish brown and brownishyellow (10yr 5/2 - 6/8), null odor, moist, loose, null cementation, null plasticity, finegravel. Partially decomposed granodiorite.
Granodiorite, refusal at 11' bgs
1.0'
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
SM
5.0'
7.0'
11.0'
CP-N08-0-1
CP-N08-1-3
CP-N08-5-7
SM
SM
SM
NONE
CP-N08-10-11
BORING LOG: CP-N08SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Shawn MillerLOGGED BY: Kevin Walsh, Rick SmithSTART DATE/TIME: 07/11/2008 01:52 PMFINISH DATE/TIME: 07/11/2008 02:05 PM
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
US
CS
LITHOLOGIC DESCRIPTION AND REMARKSG
RA
PH
IC
ELE
VA
TIO
N (F
T)
3670
3665
3660
3655
LATITUDE (NAVD27): 954088.911LONGITUDE (NAVD 27): 320180.045
TOP OF GROUND ELEVATION: 3674.75 A.S.L.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
5
10
15
20
SAMPLECOLLECTED(Identification)
-
Granodiorite, refusal at 3' bgs.
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
TOP OF GROUND ELEVATION: 3677.02 A.S.L.
1.0'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
Well Graded Sand, angular, light gray (10yr), null odor, slightly moist, loose, nullcementation, null plasticity, coarse sand. Weathered granodiorite grades tocompetent granodiorite.
Well Graded Sand, angular, dark yellowish brown (10yr 4/4), null odor, slightlymoist, loose, null cementation, null plasticity, coarse sand. Weatheredgranodiorite.
NONE
SW
SW
CP-003-1-3
CP-003-0-1
3.0'
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Shawn MillerLOGGED BY: Rick SmithSTART DATE/TIME: 07/11/2008 10:50 AMFINISH DATE/TIME: 07/11/2008 11:07 AM
BORING LOG: CP-O03
LATITUDE (NAVD27): 954246.329LONGITUDE (NAVD 27): 321179.981
LITHOLOGIC DESCRIPTION AND REMARKS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
3675
3670
3665
3660
US
CS
SAMPLECOLLECTED(Identification)
5
10
15
20
-
Silty Sand, sub-angular, rounded, light gray (10yr 7/1), no odor, dry, loose, nullcementation, null plasticity, fine grained
Silty Sand, sub-angular, sub-rounded, yellowish brown (10yr 5/4), no odor, dry,loose, null cementation, null plasticity, fine grained
Red clay lense, possible odor. Stained.
NONE
1.0'
Silty Sand, sub-angular, sub-rounded, black (10yr 2/1), no odor, moist, loose, nullcementation, null plasticity, fine grained. significant layer of dark staining 9-14feet, decomposed granodiorite
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
Granodiorite, refusal at 17.5' bgs.
Silty Sand, sub-angular, sub-rounded, brown (10yr 5/3), no odor, dry, loose, nullcementation, null plasticity, fine grained
CP-009-15-17
4.0'
4.5'
7.0'
9.0'
14.0'
17.4'
CP-009-0-1
CP-009-1-3
CP-009-10-12
SM
SM
CL
SM
SM
SM
SM
Silty Sand, sub-angular, sub-rounded, grayish brown (10yr 5/2), no odor, moist,loose, null cementation, null plasticity, fine grained.
CP-009-5-7
LITHOLOGIC DESCRIPTION AND REMARKS
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
BORING LOG: CP-O09
3660
3655
3650
3645
GR
AP
HIC
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Shawn MillerLOGGED BY: Kevin Walsh, Rick SmithSTART DATE/TIME: 07/11/2008 02:48 PMFINISH DATE/TIME: 07/11/2008 03:10 PM
US
CS
5
10
15
20
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
SAMPLECOLLECTED(Identification)
Silty Sand, sub-angular, sub-rounded, dark yellow with brown (10yr 4/4), no odor,dry, loose, null cementation, null plasticity, fine grained
TOP OF GROUND ELEVATION: 3661.23 A.S.L.
COMMENTS: RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
LATITUDE (NAVD27): 954285.716LONGITUDE (NAVD 27): 319982.491
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
SHEET 1 of 1
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
4.0'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3658.86 A.S.L.LATITUDE (NAVD27): 954475.105LONGITUDE (NAVD 27): 320989.125
Granodiorite, refusal at 4' bgs.
Silty Sand, sub-angular, very pale brown (10yr 7/3), null odor, slightly moist, meddense, null cementation, null plasticity, medium sand. Weathered Granodiorite
NONE
SMCP-P04-1-3
CP-P04-0-1
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Rick Smith, Armando JimenezSTART DATE/TIME: 07/15/2008 11:09 AMFINISH DATE/TIME: 07/15/2008 11:21 AM
BORING LOG: CP-P04
3655
3650
3645
3640
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.0'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3664.75 A.S.L.LATITUDE (NAVD27): 954486.199LONGITUDE (NAVD 27): 320786.827
Granodiorite, refusal at 3.5' bgs.
Silty Sand with gravel, sub-angular, sub-angular, brown (7.5yr 5/4), null odor, dry,null cemenation, null plasticity, fine gravel. Transitions into a granodiorite.
NONE
SM
CP-P05-1-3
CP-P05-0-1
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/15/2008 01:13 PMFINISH DATE/TIME: 07/15/2008 01:42 PM
BORING LOG: CP-P05
3660
3655
3650
3645
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
Poorly Graded Sand, sub-angular, dark grayish brown (10yr 4/2), null odor,moist, loose, null cementation, null plasticity, fine gravel.
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.5'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
Granodiorite, refusal at 7' bgs.
LATITUDE (NAVD27): 954487.781LONGITUDE (NAVD 27): 320383.042
Poorly Graded Sand, sub-angular, light gray (10yr 7/2), null odor, moist, loose,null cementation, null plasticity, fine gravel.
NONE
ML
SP
SP
CP-P07-5-7
CP-P07-1-3
CP-P07-0-1
7.0'
5.5'Silt with sand, sub-rounded, light brownish gray (10yr 6/2), null odor, dry, soft, nullcementation, null plasticity fine gravel. Weathered granodiorite.
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
BORING LOG: CP-P07
GR
AP
HIC
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Rick Smith, Armando JimenezSTART DATE/TIME: 07/17/2008 02:00 PMFINISH DATE/TIME: 07/17/2008 02:42 PM
LITHOLOGIC DESCRIPTION AND REMARKS
SHEET 1 of 1
TOP OF GROUND ELEVATION: 3653.44 A.S.L.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
5
10
15
20
SAMPLECOLLECTED(Identification)
US
CS
3650
3645
3640
3635
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
3.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3646.28 A.S.L.LATITUDE (NAVD27): 954486.649LONGITUDE (NAVD 27): 319392.903
Saprolite, decomposed granite, light gray. Refusal at 5.5' bgs.
Silty Sand with gravel, sub-angular, dark yellowish brown (10yr 4/4), null odor,dry, loose, null cementation, null plasticity, fine gravel.
NONE
SMCP-P12-1-3
CP-P12-0-1
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/23/2008 11:01 AMFINISH DATE/TIME: 07/23/2008 11:11 AM
BORING LOG: CP-P12
3645
3640
3635
3630
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3651.86 A.S.L.LATITUDE (NAVD27): 954645.438LONGITUDE (NAVD 27): 320001.438
Saporolite, light gray, HCL reaction. Refusal at 3' bgs.
Clayey Sand, sub-angular, dark brown (7.5yr 4/4), null odor, dry, loose, nullcementation, null plasticity, fine sand.
NONE
SC
CP-Q09-1-3
CP-Q09-0-1
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/23/2008 10:07 AMFINISH DATE/TIME: 07/23/2008 10:30 AM
BORING LOG: CP-Q09
3650
3645
3640
3635
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3654.44 A.S.L.LATITUDE (NAVD27): 954582.97LONGITUDE (NAVD 27): 320952.914
Silty Sand, sub-angular, sub-round, brown (10yr 5/3), null odor, dry, looseconsistancy, null cementation, null plasticity, fine sand.
Sandy Silt, very dark grayish brown (10yr 3/2), null odor, dry, loose, nullcementation, null plasticity, fine silt.
SM
MH
CP-SD-01-1.5-3
CP-SD-01-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/16/2008 08:27 AMFINISH DATE/TIME: 07/16/2008 08:30 AM
BORING LOG: CP-SD-01
3650
3645
3640
3635
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
TOP OF GROUND ELEVATION: 3648.21 A.S.L.
1.5'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
Silty Sand with gravel, sub-angular, sub-round, (10yr 3/4), null odor, dry, loose,null cementation, null plasticity, fine gravel.
Well Graded Sand, sub-angular, sub-round, light brown (10yr 5/2), null odor, dry,loose, null cementation, null plasticity, fine sand.
Well Graded Sand, sub-angular, sub-round, gray, null odor, dry, loose, nullcementation, null plasticity, medium sand.
SW
SW
SW
CP-SD-02-1.5-3
CP-SD-02-0-1.5
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/16/2008 09:04 AMFINISH DATE/TIME: 07/16/2008 09:08 AM
BORING LOG: CP-SD-02
LATITUDE (NAVD27): 954693.165LONGITUDE (NAVD 27): 320849.849
LITHOLOGIC DESCRIPTION AND REMARKS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
3645
3640
3635
3630
US
CS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
CP-SD-03-0-1.5
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3652.33 A.S.L.LATITUDE (NAVD27): 954603.061LONGITUDE (NAVD 27): 320532.696
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
Silty Sand with gravel, sub-angular, sub-round, dark yellowish brown (10yr 4/4),null odor, dry, loose, loose cementation, null plasticity, fine sand and gravel.
SM
CP-SD-03-1.5-3
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/16/2008 09:53 AMFINISH DATE/TIME: 07/16/2008 10:08 AM
BORING LOG: CP-SD-03
3650
3645
3640
3635
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
LITHOLOGIC DESCRIPTION AND REMARKS
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT) SAMPLE
COLLECTED(Identification)
5
10
15
20
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
2.0'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3648.34 A.S.L.LATITUDE (NAVD27): 954610.17LONGITUDE (NAVD 27): 320390.753
Well Graded Sand with silt, angular, light gray (10yr 7/2), null odor, dry, loose, nullcementation, null plasticity, coarse gravel.
Well Graded Sand, angular, dark grayish brown (10yr 4/2), null odor, moist,loose, null cementation, null plasticity, coarse sand.
SW-SM
SW-SM
CP-SD-04-1.5-3
CP-SD-04-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Rick Smith, Armando JimenezSTART DATE/TIME: 07/17/2008 02:50 PMFINISH DATE/TIME: 07/17/2008 02:52 PM
BORING LOG: CP-SD-04
3645
3640
3635
3630
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
2.5'
LATITUDE (NAVD27): 954737.051LONGITUDE (NAVD 27): 320455.586
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
Granodiorite, decomposed.
Sandy Silt, yellowish brown (10yr 3/4), null odor, dry, loose, null cementation, nullplasticity, fine silt.
Well Graded Sand, sub-angular, sub-round, gray, null odor, dry, loose, nullcementation, null plasticity, fine sand.
MH
SW
CP-SD-05-1.5-3
CP-SD-05-0-1.5
COMMENTS:
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/16/2008 09:42 AMFINISH DATE/TIME: 07/16/2008 09:50 AM
BORING LOG: CP-SD-05
TOP OF GROUND ELEVATION: 3645.19 A.S.L.
LITHOLOGIC DESCRIPTION AND REMARKSSAMPLE
COLLECTED(Identification)
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
3645
3640
3635
3630
US
CS
5
10
15
20
-
CP-SD-06-0-1.5
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3641.88 A.S.L.LATITUDE (NAVD27): 954771.96LONGITUDE (NAVD 27): 320357.333
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
Sandy Silt, dark yellowish brown (10yr 3/4), null odor, dry, loose, nullcementation, null plasticity, fine silt.
Well Graded - Poorly Sorted Sand, sub-angular, sub-round, gray, null odor, dry,loose, null cementation, null plasticity, medium sand.
MH
SW
CP-SD-06-1.5-3
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/16/2008 09:25 AMFINISH DATE/TIME: 07/16/2008 09:36 AM
BORING LOG: CP-SD-06
3640
3635
3630
3625
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3638.37 A.S.L.LATITUDE (NAVD27): 954528.281LONGITUDE (NAVD 27): 319414.003
Clayey Sand with gravel, sub-angular, (7.5yr 7/2), null odor, dry, loose, nullcementation, null plasticity, fine gravel. decomposed granite.
Clayey Sand, sub-angular, dark brown (7.5yr 4/4), null odor, dry, loose, nullcementation, null plasticity, fine sand.
SC
SC
CP-SD-07-1.5-3
CP-SD-07-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/23/2008 10:41 AMFINISH DATE/TIME: 07/23/2008 10:47 AM
BORING LOG: CP-SD-07
3635
3630
3625
3620
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3625.42 A.S.L.LATITUDE (NAVD27): 954718.207LONGITUDE (NAVD 27): 319410.804
Silty Sand with gravel, sub-angular, light yellowish brown (10yr 6/4), null odor, dry,loose, null cementation, null plasticity, fine gravel.
Silt with sand, sub-angular, dark yellowish brown (10yr 3/4), null odor, dry, loose,null cementation, null plasticity, fine sand.
SM
ML
CP-SD-08-1.5-3
CP-SD-08-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/28/2008 09:05 AMFINISH DATE/TIME: 07/28/2008 09:10 AM
BORING LOG: CP-SD-08
3625
3620
3615
3610
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3638.29 A.S.L.LATITUDE (NAVD27): 953828.645LONGITUDE (NAVD 27): 319252.949
Poorly Graded Sand with gravel, sub-angular, very pale brown (10yr 7/4), nullodor, moist, loose, null cementation, null plasticity, fine gravel.
Silty Sand with gravel, sub-angular, dark yellowish brown (10yr 3/4), null odor,moist, loose, null cementation, null plasticity, fine gravel.
SP
SM
CP-OD-09-1.5-3
CP-OD-09-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/28/2008 10:36 AMFINISH DATE/TIME: 07/28/2008 10:39 AM
BORING LOG: CP-SD-09
3635
3630
3625
3620
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3629.87 A.S.L.LATITUDE (NAVD27): 953929.169LONGITUDE (NAVD 27): 318953.049
Silty Sand, sub-angular, light gray (10yr 7/2), null odor, dry, loose, nullcementation, null plasticity, fine gravel.
Silt with sand, sub-angular, dark yellowish brown (10yr 3/4), null odor, dry, loose,null cementation, null plasticity, fine sand.
SM
ML
CP-SD-10-1.5-3
CP-SD-10-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/28/2008 09:55 AMFINISH DATE/TIME: 07/28/2008 10:00 AM
BORING LOG: CP-SD-10
3625
3620
3615
3610
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
2.0'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3600.79 A.S.L.LATITUDE (NAVD27): 954286.624LONGITUDE (NAVD 27): 318424.783
Decomposed granite, refusal at 3' bgs.
Sandy silt, fine grained with fine sand, dark yellowish brown, moist.
NONE
ML
OD-JS-01-1-3
OD-JS-01-0-1
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/29/2008 09:13 AMFINISH DATE/TIME: 07/29/2008 09:45 AM
BORING LOG: OD-JS-01
3600
3595
3590
3585
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
Granodiorite, moist at 5 ft. bgs. Refusal at 9' bgs.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
LATITUDE (NAVD27): 954291.134LONGITUDE (NAVD 27): 318322.251
2.0'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
TOP OF GROUND ELEVATION: 3604.85 A.S.L.
Silt with sand, fine grained with fine sand, dark yellowish brown, wet.
Silty sand, fine to medium grained, dark yellowish brown, well graded, dry.
NONE
ML
SW-SM
OD-JS-02-5-7
OD-JS-02-1-3
OD-JS-02-0-1
3.5'
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
BORING LOG: OD-JS-02
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/29/2008 10:03 AMFINISH DATE/TIME: 07/29/2008 10:32 AM
SHEET 1 of 1
US
CS
GR
AP
HIC
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT) SAMPLE
COLLECTED(Identification)
5
10
15
20
3600
3595
3590
3585
LITHOLOGIC DESCRIPTION AND REMARKS
-
3.0'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3599.96 A.S.L.LATITUDE (NAVD27): 954326.777LONGITUDE (NAVD 27): 318407.501
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
COMMENTS:
Granodiorite. Refusal at 4' bgs.
Silty sand, fine grained with silt, yellowish brown, loose, wet, poorly sorted. Micasat 3' bgs.
NONE
SM
OD-JS-03-1-3 DOD-JS-03-1-3
OD-JS-03-0-1
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 08/27/2008 11:25 AMFINISH DATE/TIME: 08/27/2008 11:45 AM
BORING LOG: OD-JS-03
LITHOLOGIC DESCRIPTION AND REMARKS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
3595
3590
3585
3580
US
CS
SAMPLECOLLECTED(Identification)
5
10
15
20
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3622.04 A.S.L.LATITUDE (NAVD27): 954102.483LONGITUDE (NAVD 27): 318810.979
Silty Sand, sub-angular, light gray (2.5yr 7/2), null odor, dry, loose, nullcementation, null plasticity, fine gravel.
Sandy Silt, sub-angular, dark yellowish brown (10yr 3/4), null odor, dry, loose, nullcementation, null plasticity, fine gravel.
SM
ML
OD-SD-01-1.5-3
OD-SD-01-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/28/2008 10:55 AMFINISH DATE/TIME: 07/28/2008 10:58 AM
BORING LOG: OD-SD-01
3620
3615
3610
3605
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
2.0'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3614.55 A.S.L.LATITUDE (NAVD27): 954101.453LONGITUDE (NAVD 27): 318590.905
Silty Sand with gravel, sub-angular, light gray (2.5yr 7/2), null odor, dry, nullcementation, null plasticity, fine gravel.
Silt with sand, sub-angular, dark yellowish brown (10yr 3/4), null odor, moist,loose, null cementation, null plasticity, fine gravel.
SM
ML
OD-SD-02-1.5-3
OD-SD-02-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/28/2008 11:06 AMFINISH DATE/TIME: 07/28/2008 11:11 AM
BORING LOG: OD-SD-02
3610
3605
3600
3595
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
OD-SD-03-0-1.5
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3609.41 A.S.L.LATITUDE (NAVD27): 954266.148LONGITUDE (NAVD 27): 318575.559
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
Silty Sand, sub-angular, dark yellowish brown (10yr 3/4), null odor, moist, nullcementation, null plasticity, fine gravel.
SM
OD-SD-03-1.5-3
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/28/2008 12:55 PMFINISH DATE/TIME: 07/28/2008 01:00 PM
BORING LOG: OD-SD-03
3605
3600
3595
3590
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
LITHOLOGIC DESCRIPTION AND REMARKS
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT) SAMPLE
COLLECTED(Identification)
5
10
15
20
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3608.64 A.S.L.LATITUDE (NAVD27): 954143.108LONGITUDE (NAVD 27): 318425.964
Silty Sand, sub-angular, dark brown (10yr 4/3), null odor, dry, loose, nullcementation, null plasticity, medium sand.
Sandy Silt, sub-angular, brown (10yr 3/4), null odor, dry, loose, null cementation,null plasticity.
SM
ML
OD-SD-04-1.5-3
OD-SD-04-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/28/2008 12:32 PMFINISH DATE/TIME: 07/28/2008 12:34 PM
BORING LOG: OD-SD-04
3605
3600
3595
3590
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
OD-SD-05-0-1.5
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3601.78 A.S.L.LATITUDE (NAVD27): 954501.784LONGITUDE (NAVD 27): 318227.739
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
Sandy Silt, sub-angular, dark yellowish brown (10yr 4/4), null odor, dry, strongHCL rxn, loose, null cementation, null plasticity, fine sand.
ML
OD-SD-05-1.5-3
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/29/2008 08:13 AMFINISH DATE/TIME: 07/29/2008 08:16 AM
BORING LOG: OD-SD-05
3600
3595
3590
3585
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
LITHOLOGIC DESCRIPTION AND REMARKS
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT) SAMPLE
COLLECTED(Identification)
5
10
15
20
-
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
2.0'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3594.89 A.S.L.LATITUDE (NAVD27): 954584.987LONGITUDE (NAVD 27): 318190.672
Well graded sand with silt and gravel. Fine grained with fine gravels, light gray,dry.
Sandy silt, fine grained with fine gravels, dark yellowish brown, moist.
SW-SM
ML
OD-SD-06-1.5-3
OD-SD-06-0-1.5
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/29/2008 08:25 AMFINISH DATE/TIME: 07/29/2008 08:45 AM
BORING LOG: OD-SD-06
3590
3585
3580
3575
US
CS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
LITHOLOGIC DESCRIPTION AND REMARKS
5
10
15
20
SAMPLECOLLECTED(Identification)
-
Granodiorite, refusal at 8' bgs.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
LATITUDE (NAVD27): 954219.558LONGITUDE (NAVD 27): 319737.869
3.0'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
TOP OF GROUND ELEVATION: 3644.49 A.S.L.
Weathered Granodiorite.
Silty Sand, sub-angular, sub-rounded, brown (10yr 5/3), null odor, dry, loose, nullcementation, null plasticity, fine sand.
NONE
NONE
SM
E-JS-01-5-7
E-JS-01-1-3
E-JS-01-0-1
8.0'
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
BORING LOG: E-JS-01
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/14/2008 10:54 AMFINISH DATE/TIME: 07/14/2008 11:17 AM
SHEET 1 of 1
US
CS
GR
AP
HIC
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT) SAMPLE
COLLECTED(Identification)
5
10
15
20
3640
3635
3630
3625
LITHOLOGIC DESCRIPTION AND REMARKS
-
Granodiorite, refusal at 5' bgs.
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
TOP OF GROUND ELEVATION: 3652.41 A.S.L.
3.0'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
Silty Sand, sub-angular, sub-rounded, light gray (10yr 7/2), dry, loose, nullcementation, null plasticity, fine gravel.
Silty Sand, sub-angular, sub-rounded, pale brown (10yr 6/3), dry, loose, nullcementation, null plasticity, fine gravel.
NONE
SM
SME-JS-02-1-3
E-JS-02-0-1
4.0'
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/14/2008 10:26 AMFINISH DATE/TIME: 07/14/2008 10:44 AM
BORING LOG: E-JS-02
LATITUDE (NAVD27): 954344.079LONGITUDE (NAVD 27): 319689.805
LITHOLOGIC DESCRIPTION AND REMARKS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
3650
3645
3640
3635
US
CS
SAMPLECOLLECTED(Identification)
5
10
15
20
-
Silty Sand, sub-angular, sub-rounded, brown (10yr 5/3), moist, loose, nullcementation, null plasticity, fine gravel.
Silty Sand, sub-angular, sub-rounded, yellowish brown (10yr 5/4), null odor,moist, loose, null cementation, null plasticity, fine sand.
Weathered Granodiorite
Granodiorite, refusal at 9' bgs.
1.0'
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
SM
5.0'
7.0'
9.0'
EV-JS-01-0-1
EV-JS-01-1-3
EV-JS-01-5-7
Silty Sand, sub-angular, sub-rounded, dark brown (7.5yr 3/4), moist, loose, nullcementation, null plasticity, fine gravel.
SM
NONE
NONE
SM
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
SHEET 1 of 1
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
BORING LOG: EV-JS-01
US
CS
LITHOLOGIC DESCRIPTION AND REMARKSG
RA
PH
IC
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/14/2008 01:44 PMFINISH DATE/TIME: 07/14/2008 02:13 PM
LATITUDE (NAVD27): 954058.142LONGITUDE (NAVD 27): 319581.084
TOP OF GROUND ELEVATION: 3643.89 A.S.L.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
3640
3635
3630
3625
5
10
15
20
SAMPLECOLLECTED(Identification)
ELE
VA
TIO
N (F
T)
-
Silty Gravel with sand, sub-angular, sub-rounded gray, null odor, moist, loose, nullcementation, null plasticity, fine gravel.
Silty Sand with gravel, sub-angular, sub-rounded, light brownish gray (10yr 6/2),null odor, moist, loose, null cementation, null plasticity, fine gravel.
Silty Sand with gravel, sub-angular, sub-rounded, brown (10yr 4/3), null odor, dry,loose, null cementation, null plasticity, fine gravel.
Granodiorite, refusal at 8' bgs.
1.0'
COMMENTS:
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
SM
3.0'
5.0'
8.0'
EV-JS-02-0-1
EV-JS-02-1-3
EV-JS-02-5-7
Silty Sand, sub-angular, sub-rounded, dark yellowish brown (10yr 4/4), null odor,moist, loose, null cementation, null plasticity, fine gravel.
GM
SM
NONE
SM
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
SHEET 1 of 1
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
BORING LOG: EV-JS-02
US
CS
LITHOLOGIC DESCRIPTION AND REMARKSG
RA
PH
IC
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/14/2008 02:48 PMFINISH DATE/TIME: 07/14/2008 03:05 PM
LATITUDE (NAVD27): 954291.052LONGITUDE (NAVD 27): 319568.886
TOP OF GROUND ELEVATION: 3631.5 A.S.L.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
3630
3625
3620
3615
5
10
15
20
SAMPLECOLLECTED(Identification)
ELE
VA
TIO
N (F
T)
-
7.0'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3681.63 A.S.L.LATITUDE (NAVD27): 951955.712LONGITUDE (NAVD 27): 317373.796
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
COMMENTS:
Granodiorite, refusal at 7' bgs.
Silty Sand, sub-angular, yelowish brown (10yr 5/4), null odor, dry, HCL rxn, loose,null cementation, null plasticity, fine sand.
NONE
SM
EM-C22-5-7
EM-C22-1-3
EM-C22-0-1
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/29/2008 12:15 PMFINISH DATE/TIME: 07/29/2008 12:48 PM
BORING LOG: EM-C22
LITHOLOGIC DESCRIPTION AND REMARKS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
3680
3675
3670
3665
US
CS
SAMPLECOLLECTED(Identification)
5
10
15
20
-
6.5'
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
TOP OF GROUND ELEVATION: 3667.85 A.S.L.LATITUDE (NAVD27): 952346.571LONGITUDE (NAVD 27): 316948.16
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
COMMENTS:
granodiorite, decomposed granite. Refusal at 8.5' bgs.
Silty Sand with gravel, sub-angular, light brownish gray (2.5yr 6/2), null odor, dry,HCL rxn, loose, null cementation, null plasticity, fine gravel.
NONE
SM
EM-E24-5-7
EM-E24-1-3
EM-E24-0-1
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/29/2008 01:18 PMFINISH DATE/TIME: 07/29/2008 01:38 PM
BORING LOG: EM-E24
LITHOLOGIC DESCRIPTION AND REMARKS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
3665
3660
3655
3650
US
CS
SAMPLECOLLECTED(Identification)
5
10
15
20
-
Granodiorite, refusal at 4' bgs.
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
TOP OF GROUND ELEVATION: 3629.93 A.S.L.
1.0'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS
.GP
J |
LI
BR
AR
YUR
S T
UC
SO
N V
4.1.
GLB
| P
RIN
TED1
/6/0
9
Silty Sand, sub-angular, pale brown (10yr 6/3), null odor, dry, null HCL, loose, nullcementation, null plasticity, medium sand.
Silt with sand, sub-angular, dark yellowish brown (10yr 4/6), null odor, dry, nullHCL, loose, slight cementation, null plasticity, fine sand.
NONE
SM
ML
EM-G27-1-3
EM-G27-0-1
3.5'
GR
AP
HIC
SHEET 1 of 1
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 08/07/2008 08:14 AMFINISH DATE/TIME: 08/07/2008 08:26 AM
BORING LOG: EM-G27
LATITUDE (NAVD27): 952834.674LONGITUDE (NAVD 27): 316322.991
LITHOLOGIC DESCRIPTION AND REMARKS
PROJECT: Voluntary Remediation ProgramCLIENT: FMILOCATION: SierritaURS PROJECT #: 24096838
ELE
VA
TIO
N (F
T)
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
3625
3620
3615
3610
US
CS
SAMPLECOLLECTED(Identification)
5
10
15
20
-
Gravel/ Fill
333 East Wetmore, Suite 400Tucson, AZ 85705520-887-1800520-887-8438 (Fax)
1.0'
RIG TYPE: GeoprobeDRILLING METHOD: Direct Push Technology (DPT)SAMPLING METHOD: Macro Core with PVC Sleeve
COMMENTS:
Granodiorite, refusal at 8' bgs.
LATITUDE (NAVD27): 952903.698LONGITUDE (NAVD 27): 317378.79
Silty Sand, sub-angular, brownish yellow (10yr 6/6), null odor, dry, loose, nullcementation, null plasticity, fine gravel.
NONE
ML
SM
NONE
EM-H22-5-7
EM-H22-1-3
EM-H22-0-1
5.5'
3.0'Sandy Silt, sub-angular (5yr 3/4), null odor, moist, loose, null cementation, slightlyplastic, fine sand.
DE
PTH
BE
LOW
SU
RFA
CE
(FT)
BORING LOG: EM-H22
GR
AP
HIC
DRILLING CONTRACTOR: Johnson Envtl. TechnologiesDRILLER: Scott JohnsonLOGGED BY: Kevin WalshSTART DATE/TIME: 07/30/2008 09:34 AMFINISH DATE/TIME: 07/30/2008 09:42 AM
LITHOLOGIC DESCRIPTION AND REMARKS
SHEET 1 of 1
TOP OF GROUND ELEVATION: 3644.07 A.S.L.
RE
PO
RTT
UC
SO
N-E
NV
IRO
NM
EN
TAL
| P
RO
JEC
TP:\F
MI S
IER
RIT
A V
RP
-PH
AS
E 1
\TA
SK
17_
PH
AS
E I
RE
PO
RT\
RE
V_0
\AP
PE
ND
ICIE
S\A
PP
EN
DIX
A -
SO
IL B
OR
ING
LO
GS
\FM
I SIE
RR
ITA
VR
P B
OR
ING
LO
GS