HomeMy WebLinkAbout800 34 phase ii 9-30-2011LIMITED PHASE II
ENVIRONMENTAL SITE ASSESSMENT REPORT
of a
MOBIL GASOLINE SERVICE STATION
80034 TH STREET
BAKERSFIELD, CALIFORNIA 93301
Prepared for:
United Central Bank
4555 West Walnut Street
Garland, Texas 75041
Prepared by:
fnvrr. r rrr�ntal
P.O. Box 1956
Paradise, California 95967
(877) 563 -4300 (toll free)
PEI Project #1 1-2604A
Issue Date: September 30, 2011
SECTION I.
INTRODUCTION
Pinnacle Environmental, Inc. (PEI) was retained by United Central Bank (Client) to perform a
Limited Phase II Environmental Site Assessment (Limited Phase II) of a property at 800 34th
Street, Bakersfield, California (Site). The Site consists of an approximate 0.72 -acre parcel of
land, occupied by a 3,000 square -foot, single -story retail building, four double -sided gasoline
dispensers covered by a large free- standing canopy, and a drive - through carwash. The
underground storage tank (UST) system consists of three 10,000 - gallon capacity USTs which
were reportedly installed in 1988. The Site is located at the northwest corner of the intersection
of 34th Street and Q Street within a commercial area.
This Limited Phase II was generally performed in order to evaluate recognized environmental
conditions (RECs) identified in a Phase I ESA report issued by PEI for the subject property
August 8, 2011. PEI recommended the following (pertinent portions directly excerpted):
♦ Given the potential for releases from fueling systems and the length of time since the last
significant subsurface investigation (14 years), PEI recommends a subsurface investigation
at the subject property.
♦ PEI recommends comprehensive inspection and testing of the UST systems (including leak
detection systems) by an accredited UST professional in consultation with the local
regulatory agency representative to evaluate the system integrity and compliance with state
and local regulations. PEI also recommends verification of proper environmental insurance
for the UST systems.
The carwash clarifier should be cleaned and inspected by a licensed hazardous waste
disposal contractor, and if leaks are suspected, the clarifier should be included in the
recommended subsurface investigation of the subject property.
The scope of work completed for this Limited Phase II includes a subsurface assessment
performed in accordance with the August 12, 2011 proposal that was approved by the Client. The
scope of work included the sampling of up to eight (8) soil borings and analysis of up to fourteen
(14) soil samples. The completed scope of work included the drilling of one (1) background and
eight (8) exterior locations. Seventeen (17) soil matrix samples were submitted to the lab and
eleven (11) of these samples were analyzed for volatile organic compounds (VOCs) by EPA
Method 8260E and total petroleum hydrocarbons (TPH) differentiated by carbon chain length
(ccid) by EPA Method 8015M. Seven samples from depths of 29- to 30 feet below ground surface
(bgs) were held pending the results of the shallower samples. Since no VOCs or TPH was
detected in any of the shallower samples, the deeper samples were not analyzed.
It should be noted that while two borings were advanced near the carwash clarifier, the contents
of the clarifier were not cleaned and inspected by a licensed hazardous waste disposal contactor.
The cleaning an inspection was not included in the scope of work, but can be performed at a later
date if desired.
Limited Phase II Environmental Site Assessment Pinnacle Environmental, Inc.
80034 1h Street, Bakersfield, CA 93301 Page 2
C. LIMITATIONS
The Limited Phase II findings are based on the conditions existing at the site on September 9,
2011, when the field sampling was performed. This work was performed in accordance with the
August 12, 2011 proposal that was approved by the Client and the site owner.' This Assessment
has been conducted and prepared in accordance with generally accepted practices and procedures
exercised by reputable professionals under similar circumstances. PEI makes no other warranties
or guarantees, either expressed or implied, as to the findings, opinions, or recommendations
contained in this report.
This Limited Phase II was not fully comprehensive in nature but was restricted to areas near
clarifiers, dispensers, current underground storage tanks (USTs), a former waste oil UST, and one
background location. The findings presented in this report were based on the subsurface
conditions encountered in the areas investigated during the time frame of this assessment. These
findings may not be considered representative of future conditions in the .areas investigated or
conditions in any untested areas of the site. This investigation was performed in accordance with
generally accepted practices of the profession undertaking similar studies at the same time and in
the same geographical area. No other warranty is expressed or implied.
It should be recognized that this study was not intended to be a definitive investigation of
potential impact at the subject property. Given that the Scope of Services for this investigation
was limited and that the investigation was further limited by the lack of accessibility in some
areas, it is possible that currently unrecognized impacts (or higher levels than those found) may
exist at the site. Therefore, PEI cannot act as insurers and cannot "certify" that a site is free of
environmental contamination, that impact does not exist below a certain level in other areas of the
site, or that some other, currently unrecognized, environmental. impact does not exist at the site.
The recommendations provided in this report do not constitute legal advice and should not be
relied upon in any way for legal interpretations. This report has been prepared for the sole use of
the Client. This report may not be relied upon by any other party without the written
authorization of PEI and the Client. The Scope of Services performed in the execution of this
investigation may not be appropriate to satisfy the needs of other private users or public agencies,
and. any re -use of this document or the findings, conclusions, or recommendations presented
herein is at the sole risk of said user. This report is not necessarily designed to be used for
regulatory review or closure purposes, but simply to facilitate a real estate transaction or review.
Limited Phase II Environmental Site Assessment Report Pinnacle Environmental, Inc.
800*34'h Street, Bakersfield, CA 93301 Page 4
B. PHYSIOG.RAPHIC AND TOPOGRAPHIC CONDITIONS
The subject property's physical setting was researched employing a United States Geological
Survey (USGS) 15 Minute Topographic Quadrangle (Quad) Map relevant to the subject property
(Figure 1, Appendix A). The USGS 15 Minute Quad Map has an approximate scale of 1 inch to
16,500 feet, and shows physical features such as wetlands, roadways, mines, and buildings. The
USGS 15 Minute Quad Map was used as the Standard Physical Setting Source, and is sufficient
as a single reference.
The Oildale, California Quad Map (dated 1973) shows no physical features that are likely to
environmentally impact the subject property. The subject property is identified as unspecified
urban developed land (white shading). No mines, wells, aboveground storage tanks, or wetlands
were depicted in the immediate area of the subject property. The elevation of the subject property
is approximately 410 to 415 feet above mean sea level with a slight topographic gradient to the
southwest.
C. LOCAL AND SITE GEOLOGY
The general area of the subject property is located within the San Joaquin Valley where the Sierra
Nevada, Great Valley, and Coastal Range physiographic provinces meet. The San Joaquin Valley
consists of dissected uplands, alluvial fans, overflow areas, and lake bottoms. The alluvial fans
are the sites of active stream deposition of sands and silts derived from the Siena Nevada and
dissected uplands. The overflow lands and lake bottoms lie in the central part of the valley where
silt and clay,accumulate in quiet lake and marsh environments.
The soils beneath the Site are medium- to fine- grained sands that grade with depth to sand
containing less than five percent by volume small, angular gravel comprised largely of quartzite
fragments. All soils encountered were arkosic, containing unweathered potassium feldspar and
flakes of biotite mica. The upper four feet of sand at several locations was organic, however no
rootlets, burrows, fossils, or caliche were noted in any soil samples described. The sands were
very well sorted and poorly graded, with only one or two grain sizes noted in every soil sample.
Oxidation was not present. No depositional structures, such as cross- bedding, were noted in any
of the borings.
The inferred depositional environment is fluvial or alluvial.
D. LOCAL AND SITE HYDROGEOLOGY
Groundwater was not encountered in any of the borings drilled to depths of thirty feet bgs on site.
The soil was consistently moist at depths of approximately 16- and 29 feet bgs in every boring.
At these two depths, the soil was slightly more silty and organic and may represent paleosols. At
no drilling location was there enough moisture to pool or collect and so this moisture is not
considered "groundwater ".
Geotracker data from a location 0.75 miles southwest of the Site shows groundwater at a depth of
117 to 124 feet bgs. Online data also suggest that groundwater moves in a southeasterly direction,
Limited Phase II Environmental Site Assessment Report Pinnacle Environmental, Inc.
80034 1h Street, Bakersfield, CA 93301 Page 6
PEI prepared a Phase I Environmental Site Assessment for the United Central Bank dated August
8, 2011. Observations noted by PEI include the following (summarized):
This area has a history of cultivated farmland use prior to 1941.
The subject property has been occupied by a gasoline service station since approximately
1970. Automotive repair was performed on the property from 1970 to 1999 when the
automotive service bays were remodeled into the current convenience store. No removal or
soil sampling data are available for the two former hydraulic lifts and lube pit which
reportedly existed in the three former service bays. It is unknown whether an oil /water
clarifier may also have been extant. .
The original fuel USTs and one waste oil UST were removed from the property and
replaced with the current systems in 1988, apparently in the same location as the former
USTs. According to the records reviewed, the soil sampling from the fuel USTs' pit did not
show environmental impact; however moderate petroleum impact was noted in soil beneath
he northern fuel dispenser. The depth of the soil samples and quantity and final disposition
of the impacted soil was not obvious in documentation reviewed by PEI, although Chevron
indicated that the impacted soil had been removed. Subsequent sampling in 1997 did not
discover indications of environmental impact beneath that dispenser. In September 1999,
the 1,000 - gallon capacity waste oil UST was removed and no significant impact was
discovered. No subsequent environmental investigations have been completed since 1999.
The most recent compliance information for the subject property was provided to the
Bakersfield Fire Department in January 2009. It included a corrective action notice for
various leak testing requirements.
PEI recommended a subsurface investigation at the subject property.
Limited Phase 11 Environmental Site Assessment Report Pinnacle Environmental, Inc.
800 34'" Street, Bakersfield, CA 93301 Page 8
All down -hole drilling equipment was decontaminated using a three stage process of a non -
phosphate grade detergent (Alconox) mixed with potable water, a potable water rinse and a de-
ionized water rinse. After collection of the soil samples, each borehole was backfilled to near -
surface with hydrated bentonite, then sealed with a plug to match the existing asphalt.
D. SOIL MATRIX SAMPLING
Discrete soil samples were collected for laboratory analysis at a depth in each boring of 4- to 5
feet, 9- to 10 feet, 19 -to 20 feet, and /or 29- to 30 feet bgs, depending upon the boring location.
Field observations (e.g. odor, coloration, dampness, and /or PID readings) were used to determine
sampling depths. Disposable gloves (changed between each boring) were utilized to limit cross -
contamination between core samples. Soil samples were collected in 1.5 -inch diameter by 12-
inch long clear acetate sleeves cut by hacksaw from each coring run (4 feet in length). The
acetate sleeves were capped with TeflonTM sheets and caps and placed in a cooler filled with ice.
The samples were thus kept at a temperature of approximately 4 °C before being delivered to the
laboratory. Soil samples were analyzed for VOCs by USEPA Method 8260B and TPH
differentiated by carbon chain length (ccid) by EPA Method 8015M.
Limited Phase II Environmental Site Assessment Report Pinnacle Environmental, Inc.
800 34`h Street, Bakersfield, CA 93301 Page 10
SECTION VI.
CONCLUSIONS AND RECOMMENDATIONS
Pinnacle Environmental, Inc. (PEI) was retained by United Central Bank (Client) to perform a
Limited Phase II Environmental Site Assessment consisting of 9 borings for soil matrix sample
collection and analysis. The subject property is located at 800 34th Street, Bakersfield, CA. This
Limited Phase II was performed in order to assess recognized environmental conditions (RECs)
identified in an August 8, 2011 Phase I ESA report issued by PEI for the subject property.
The RECs identified relevant to this report included the possible impact to the subsurface by a
three -stage clarifier associated with the carwash, the former location of a waste oil UST, the
pump islands, and the former (and current) location of product USTs.
The scope of work for this Limited Phase II included a subsurface assessment performed in
accordance with the August 12, 2011 proposal that was approved by the Client. The scope of
work included the sampling of soil at 8 boring locations, and a 9th boring was added as an
assumed background location. Seventeen soil matrix samples were submitted to the lab and
eleven samples were analyzed for VOCs and TPH (ccid). Six deep soil samples were not analyzed
when the shallower samples at each location were shown to be not impacted by the compounds of
concern above detection levels.
No potential locations of unknown USTs or other items of concern were found during historical
document review or by the geophysical survey.
Initial laboratory analyses of I1 selected soil samples from 9 boring locations showed no
concentrations of VOCs or TPH (ccid) were detected above laboratory detection limits.
Therefore, further subsurface assessment is not warranted at this time.
However, as discussed in PEI's Phase I ESA, there may be localized residual petroleum
hydrocarbon impact located on -site in areas of the historic hydraulic lifts, service bays and the
like, associated with the former gasoline service station. These residual impacts (if any) are
unlikely to present a significant issue unless the property is - demolished or if significant
subsurface work is performed. In addition, the on -site clarifier related to the current car wash
should be -inspected and cleaned, although based upon the soil sample results, the clarifier does
not appear to present a significant threat-of environmental impairment to the subject property at
the present.
Finally, the UST system test results, included as part of the scope of work herein, are provided
under separate cover.
Limited Phase 11 Environmental Site Assessment Report Pinnacle Environmental, Inc.
800 34h Street, Bakersfield, CA 93301 Page 12
SECTION IX.
STATEMENT OF THE ENVIRONMENTAL PROFESSIONALS
This Assessment has been performed for the exclusive use and benefit of the addressee(s)
identified on the cover of this report, or agents directly specified by it (them), for the transaction
at issue concerning the subject property described in this report. This Assessment shall not be
used or relied upon by others without the prior written consent of Pinnacle Environmental, Inc.
and of the addressee(s) named on the cover of this report.
The objective of this limited subsurface investigation was to discover potential environmental
impact from historical usage of the subject property to subsurface soils, as specified in the scope
of services, with the limitations identified in the proposal. The field and laboratory procedures
described herein were conducted in accordance with generally accepted environmental consulting
practices in order to accomplish the stated objectives.
Signature of Environmental Consultant — Peter K CIoven, CEM, REA:
Signature /Environmental Consultant
Signature /Stamp of California Professional Licensed Geologist #4351 — Mark Slatten:
A, ALA
Signature /Stamp of Professional Geologist
............ .
Limited Phase 11 Environmental Site Assessment Report Pinnacle Environmental, Inc.
800 34h Street, Bakersfield, CA 93301 Page 14
IC�
ra
sp
s
C
Q _A
B-1
Clarifier effluent NW side
Date Started:
1 Date Finished:
9/09/11
9/09/11
PET Rep:
Mark Slatten, RG/CEG
SAMPLE LOG
BOREHOLE LOG NO. 1 of I
Client: Mobil Gasoline Service Station Sheet:
Location: 800 34 th Street Bakersfield, CA
93301
Drill Rig/Sampling Method: Borehole Dia.: Casing Dia.: Casing Elevation
Geoprobe 66 1 2-1 NA (AMSL):
BOREHOLELOG
Pid Open Pid Ba Soil Push 3 Push 2 Push I Depth USCS Graphic Geologic Description
Hole (ppm) Sample In
(ppm) Feet Symbol Log (Soil Ty
pe. Color. Grain. Minor Soil C"'imi'M Moisavc. Density. 0&1r. Etc.)
0— SPUD, asphalt cover 4" with 2" gravel and sand base.
Hand augered to 4 feet bgs.
2
3 sw 0
rec very -10', SAND, pale yellow (2.5YBI ), medium-grained, poorly graded,
c
well sorted, loose, massively bedded, slightly damp, no odor.
0.0 0.0 4
6
f7
7
0.0
9
0.0
7D=10' bgs,
B -3
Waste Oil Tank W
Date Started: Date Finished:
9/09/11 9/09/11
PEI Rep: Dri
Mark Slatten, RG /CEG
SAMPLE LOG
Pid Opcn PID Bag Push 4 Push 3 Push 2 Push I Depth USCS
HOIc (pprlt) Push 5 Push 6 Push 7 In Symbol
( m) Feet y
0
)
GM
2
rec very
3
0
BOREHOLE LOG NO. 1 of 1
ent: Mobile Gasoline Service Station Sheet:
-a`' °"
80034 lh Street, Bakersfield, CA
93301
f! Rig/Sampling Method: I Borehole Dia.: Casing Dia.: Casing Elevation
Geoprobe 66 2" NA (AMSL):
BORFHOLL•LOG
Graphic Geologic Description
Ln.. (Soil TyTc. Color. Grain. Minor Sod Component, Moisntrc. ncnsi¢, odor. Etc.)
SPUD, asphalt cover 4" thick.
0'° Hand augered to 4 feet bgs.
04'. PEA GRAVEL, yellow brown (10YR5/4), silty fill, loose, no odor.
4 -8', SAND, pale yellow (2.5Y8/3), medium - grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
8 -21, SAND, yellow brown (10YR5/4), fine- to very- fine - drained, silty,
very poorly graded, very well sorted, loose, massively bedded, dry, no
odor.
21 -28, SAND, yellow brown (10YR5/4), medium - grained, gravelly to
5% by volume, poorly graded, poorly sorted, loose, massively bedded,
dry, no odor.
i<t
.
sw
11
i
1 .
:3.
sm
0.0
12
t
10
�;.
0.0
'
20
.
!1�•i>
7iY:Jt %:
a 3 SkR.L Z;F
0.0
24
SW
!x'
■
�ci�JCt� ✓t
0.0
1
29
■
Refusal T1
at 28' • 1
4 -8', SAND, pale yellow (2.5Y8/3), medium - grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
8 -21, SAND, yellow brown (10YR5/4), fine- to very- fine - drained, silty,
very poorly graded, very well sorted, loose, massively bedded, dry, no
odor.
21 -28, SAND, yellow brown (10YR5/4), medium - grained, gravelly to
5% by volume, poorly graded, poorly sorted, loose, massively bedded,
dry, no odor.
B -5
NE Pump Island
Date Started: Date Finished:
9/09/11 9/09/11
PEI Rep: Dri
Mark Slatten, RG /CEG
SAMPLE LOG
Pid Open Pit) Bag Push 4 Push 3 Push 2 Push 1 Depth
Hole (prim) Push 3 Push 5 Push 6 Push 7 In LISCS
(PP-) Feet Symbol
0
1
SM
2
0,0 recc very
3
0.0 n
4
0.0
Soil
Sample 6
7
OA B
9
10 SW
I1
0.0 12
13
14
15
0.0 16
17
18
19
0.0 20
21
22 SW
23
0.0 24
25
26
SW
27
0.0 2s
29
0.0 0.0 ® a 30
Soil
Sample
BOREHOLE LOG
Client: Mobile Gasoline Service Station
Location. 80034 lh Street, Bakersfield, CA
93301
NO. 1 of 1
Sheet:
11 Rig/Sampling Method: Borehole Dia.: Casing Dia.: Casing Elevation
Geoprobe 66 2" NA (AMSL):
BOREHOLE LOG
Graphic Geologic Description
Log (Soil Typc. Color. Gra n. Muuor Soil Compmrol, Moi.farc. Ihnult, (Mar, lac )
SPUD, asphalt cover 4" with 6" gravel and sand base.
Hand augered to 4 feet bgs.
0-4', SAND, very dark grayish brown (2.5Y3/2), medium - grained, silty,
organic, poorly graded, well sorted, loose, massively bedded, dry, no
odor.
TD at 30'
bgs
4 -20'. SAND, pale yellow (2.5Y8/3), medium - grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
20-24, SAND, light yellow brown (10YR6 /4), medium - grained, gravelly
> 5% by volume, RX to 1/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
20 -24, SAND, light yellow brown (10YR614), medium - grained, gravelly
to 5°% by volume, RX to 3/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
SAA but wet
B-'7 BOREHOLE LUG NO.1 of 1
E Of U$TS Client: Sheet:
Mobile Gasoline Service Station
Location: 800 34th Street, Bakersfield, CA
Date Started: Date Finished:
9/09/11 1 9/09/11 93301
PEI Rep: Drill Rig/Sampling Method: Borehole Dia.: Casing Dia.: Casing Elevation
Mark Slatten, RG /CEG Geoprobe 66 2" NA (AMSL):
SAMPLE LOG BOREHOLE LOG
Pid Opcn PID Bag Push 4 Push 3 Push 2 Push 1 Depth USCS Graphic g P
Geologic Description
HOIc (ppm) Push 8 Push 5 Push 6 Push 7 In Lo
(PPM)
Feet Symbol S (Soil T}pc. Color. Grain. Minot Sni! Cump�mcnL Moiswa. Thnsiq•.Odov, Ft':.)
� SPUR, asphalt cover 4" thick.
Hand augered to 2 feet bgs.
0 -12', PEA GRAVEL, yellow brown (10YR5 /4), silty fill, loose, no odor.
12 -20', SAND, pale yellow (2.5Y8/3), medium - grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
0.0 =1 16
am p
17
la
19
0.0 20
21
Sw 20 -24, SAND, light yellow brown (10YR6/4), medium- grained, gravelly
22 > 5% by volume, RX to 114 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
23
0.0 24
25
26
Sw 20 -24, SAND, light yellow brown (10YR6 /4), medium - grained, gravelly
27 to 50/6 by volume, RX to 3/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
p.p 2s
29
SAA but wet
p.0 0.0 3p
Soil TD at 30'
Sample bgs
B -9
S of USTs
Date Started: Date Finished:
9/09/11 9/09/11
BOREHOLE LOG
Client: Mobile Gasoline Service Station
Location. 80034 th Street, Bakersfield, CA
93301
Number:
NO. 1 of 1
Sheet:
PEI Rep: Drill Rig/Sampling Method: Borehole Dia.: Casing Dia.: I Casing Elevation
Mark Slatten, RG /CEG Geoprobe 66 2" NA (AMSL):
SAMPLE LOG BOREHOLE LOG
Pid Open ?to Bag Push 4 Push 3 Push 2 Push I depth
1n USCS Graphic Geologic Description
Hole tppm) Push R Push 5 Push 6 Push 7 Feet Symbol 1-08
m) (Soil T}pc. Color. Grain, Minor Soil CumwmrnL Mmzuuc.lXnaiq'. Odor. Etc )
0 SPUD, asphalt cover 4" thick.
00 Hand augered to 2 feet bgs.
0.0
0.0 0.0
Soil
Sample
TD at 30'
bgs
0 -9', PEA GRAVEL, yellow brown (10YR5/4), silty fill, loose, no odor.
9 -20', SAND, pale yellow (2.5Y8/3), medium- grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
20 -24, SAND, light yellow brown (10YR6/4), medium - grained, gravelly
> 5% by volume, RX to 1/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
20 -24, SAND, light yellow brown (10YR6/4), medium- grained, gravelly
to 5% by volume, RX to 3/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
SAA but wet
I
2
No
recov
ry
3
0.0
4
GM
5
6
7
0.0
8
9
0.1
®
Soil
10
Sample
I1
0.0
.12
13
14
SW
0.0
15
16
17
19
19
0.0
0.0
®
20
Soi I
Sample
21
S W
22
23
0.0
24
25
Z6
SW
0.0
0.0 0.0
Soil
Sample
TD at 30'
bgs
0 -9', PEA GRAVEL, yellow brown (10YR5/4), silty fill, loose, no odor.
9 -20', SAND, pale yellow (2.5Y8/3), medium- grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
20 -24, SAND, light yellow brown (10YR6/4), medium - grained, gravelly
> 5% by volume, RX to 1/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
20 -24, SAND, light yellow brown (10YR6/4), medium- grained, gravelly
to 5% by volume, RX to 3/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
SAA but wet
-Enifiro — CheM., Inc,
;rel (909) 5910- -590 Fax (909) 590�5907
1214 E. Lexington Avenue, Pamona; CA 9� 1766 5
.9
Date: September 19, 2011
Mr, Peter Cloven
Pinnacle Environmental, n: ", q.
7.3-,9 Bl.ac.k Point P.1.a.ce•,
Clayton, CA, 945.17
(925)673-.5500 E-Mail:: PC:loven@.-.P-ET-EINVi,Cqm
Project .t Bakersfield..
11-0912-39 t.-h-rough -54
Dear K-c, Qlov(.�.n:
The analytical results f Or the so : :.$..ara es-, received by our
labor-ator'y on. September. 12, ..2.011,.., are att-a6-hed. All samples were
received thilled,, intact art.d: accompanying oh�.'n Qf. custody reco-rd...
you and, your
Envi,ro-Chem �ap
preciat.eps., the: opportunity-, to provide
company this and other services. Pl e- ea.s-"do adt hesitate to call us.
if yo.0 'have any questi.Ofts.
Sincerely,
Curtis Desilets
Vi,ce:Pre-sident/p.;rogx.a.m .M-.-an::iIg
Andy Wang
6,b 6'r. a t o i.y. Manager
Enviro, Chem Ana..
1214 E. Lexington Avenue, Pomona, CA 9-1766 Tel.(909)5904905 Fax (909)590-5907
8015B QAIQC' Report�:
Pate Analyzed: 9.11312011
.S.0 lqu.-I
Matrix;.
Mate-Ix Spike -(M, S)IMattix Spike Dupllcate,(M P)
Spike&Sample Laibll,'.D.. 110:912 =�' MS1:..11 SD
Units: mg/Kq- (,pp
k14 PAR
Anal to . ......... . . ....
................. .. . ..
�LCS STD:RIECOVERY,',*.
zed. and Reviewed. -By,
A.n.,a!Y.
Final Reviewer:.
-20G
-c
c . i I i-c-22"Rang . 4
zed. and Reviewed. -By,
A.n.,a!Y.
Final Reviewer:.
Enviro - Chem .1n.c.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (900) 590-5905 Fax (909) 590-5907
1ABORATPRI. �--�QRT
CUSTOM; Pinnacle Enviromentalt:1.0
739 Black Point Place
Clayton, CA 945.11
(-925)673-55.0.0 E-t-Mail: PC.-l-oven@,RE1---ENV-C9m
PROJtCT: Bakersfield.
'tIVE
DATE j�Vci D:- 0 9-/12- 11
.MATRI.X; S'OIL
DATE SAMPLED : -09 /09411 DATE ANALYZED ;-09ji2
•RtPORT TO-,MR" PETEjR-CLOVEN DATE,. REPORTED:. 0 9 /19.411
.SAMPLE 1, D - B , -1-41-81 LAB '1,.D-.-: 110912-39
ANALYSIS: VOLAMILE,.ORGANICS., EPA ,.MM1T-H0D-50.3.0B/82605j -2-
UNIT mg/Kg = �41-=XQRAM PER K, LOGRAtf. PPM
RESULT PQr4 X1
M
PA ZMEMAR
i*
ND = LION- DETECTED OR BkLO9.-:' TRE P
DATA, REVI.ZWED AND Appa - OVED'.'BY:
CAL-DRS CERTIFICATE # 155••
Chen - Inc,,
Mi.,
1214 E. Lexington Avenue, Pomona, CA 91766 T61
(gog) 590.5905 Fax (909) 590-5907
IABORATORY, REPORT-.-
�T,!,JYL
,CUSTOMER.: Pinnacle Environmental... -Tim
:.0.0.0a..........
:739 Black Point Place
... . ......... %:'k
Clayton., CA 945-17'
_
:.STYRENE..
(925). 673 -5500 E-Mail•. RCI-oven., PEI=EXV.Com
PROJECT: Bakerskield
.. . ....
T -0.
8T CHL ROETHANS'...
RA
IN ATKI•: SOIL:
DATE REC-EIVED;-:09/12/U
DATE. SAMPLED; .09 /09111
DATE AN-ALY.ZED.-09112/11
REPO RT: TO: MR CLOVEN
'
DATE R91PORTE'b::.-0.-9 /,19/11
SAMPLE B-2-4"-r5'
LAB I . D. ,.1:1097.2 -40•
ANA347SIS•; VOLATILE ORGANICS' EPA MMTHOD:
•5030B/826.0.$, PAGE ';2'.0E-'2,
UNIT;. mg/,Kg = MIL, QRAH -PER
KILOGRAM,
T X o
PARAMETER ]?- RESU.1 PqL: X1
•'.3 r7DICHLOROPROPAN&.-.
HLOR09ENZEN9
Z, -2.r,-D.IC14LOROPRO0AN.E, ND
0.. 0 0 5.,
OPRd'PENE-, A2
... . .... ..
........
-.l i.3-DICHLOROPROPEN:E
:0....0.05'.
TRANS-1j "OICHILOMPROPUE.'
. .. ... . . ...... .
ETOYI)SENZENt D ................. ...............
. 5
NO4k-.'-' N .0
.............. .. . ...... ......
, '*'.:..-'Q"� -0 2 0
. ........
.HEXACH-16ROtt)TAQ '*1 ft"-.-' 11 . ..
.0. Go...
5
k;"
1S6 QPYLBENZkN-'9
.... ..... . 0.
4486096�y ItOLQF _N_ . .....
,
0 J2,
D .... .. ......
4..-- METHYL.:- 2 -PENTANbi4E' (M*X--.BM ...... V
•
.
ETHER ;,RjD'
'0&
.C.-ALOR -DE"
PIE - ENE .... ; I : .. .. ...... .
. ..... . . ......
... 0.,
�T,!,JYL
:.0.0.0a..........
�PRQ PY • BENZENE
... . ......... %:'k
.......
_
:.STYRENE..
.. ........ ... .1, 5.
.. . ....
T -0.
8T CHL ROETHANS'...
RA
........... ..... . ...
ND,
A 05.,
. .. ....... .
OR0.Ej.HA
H 51
T. kt9AC-,Ht0RdETR8N87
N
TOLUENE
NQ
. ....
r R08 "W
:1..2. �-"'T'***R1dH1- t ENE
... . ......
HLOR09ENZEN9
TR-T'(-Ii
... . .... ..
........
-T ft , E;
V0 0
R - T*.0 H.
. ........... ..... .. .. ..
_TRj.CffL'bRo8vi EN E (t
...... . ......
0; T*A'Aft-' ...
R
:.:...... >..::._
,TRICAOROF-L.
abHLORoPAbpANE
. ..........
0 66T
, EN-
L -2,J-TRIMETHYLBENZE
.. . ....... ... ..
... .............
T MET E
. ...........
0 0.0.5
YLENE'
... .. . ... .. . . . . . .. .... .
... ....... .. 0.1.
0 XYLE.
.......... . . ..........
..... .. .:0...:..:0.0:5...:.. ::
.... ... ... ............. ..... .....
COMMENTS P% = PRAtTY-CAL '00A---Nt;xt
ND NON-DETF,,QTED OR BELOW
TOO, m
DATA REVIEWED AND APPROVED
B
-C-AL-DH.S CERTIFICATE +4155-5
Enviro - Chem, Inc.
1214 Z Lexington Avenue, Pomona, CA 91,766
Tef (909). 59,0-5905. Fax- 9) - 590-590.7
go
I X
ABORAT. OR,
RZ ?QFtT:
CUSTOMER: Pinnacle Environmental, :I c.
739 Black Point Place
.. . . 0 0 5.....
:..TR.1CHLO
I 2 3!, T R .1 C H LORO-PROPAN
Clayton, CA 94517
E Q VK
:1. i2. 4*-T.R-'I-M . THYL Z Z-9'
(925).613-5500 E-mail.:
PCI,o @PEI- ENV:.:Com
PROJECT: Bakersfield
... ........ . . . ... ....
t4ATRIX:,,SOI
.. .....
BATE: E! PtCtz- :09/1-.2-aa:
DATE SAMPLED : 0 9 / 0 9 / 11
:DATE - ANALXZji:D 0-9Z 12 1*1
REPORT TO:MR.. PETER CLOVEN
'RATE;: UPO
SAMPLE I.D.: B-3-91- 10,
.... .......
3 AH I.D�-;:.: 1109:12-41
ANALYSIS:- VQLATIL4 ORGANICS,
EPA. NXTHPD, 5,q,$04j.8-2-6QB- PA, OR 2 'OF.,-,2,.
UNIT: mg /Kg KIL.0GR:AM--= :Ppm
PARAMETER SAMPLE: RESU4T PQL: �11
1-i.3-DICAL-OROPROPANE
...... - M",
0.005... ...
2'. bi'
2�_* CHLOROPROPAN-9
0-9:95 . . . ... .....
.1 7,..,IDIC LOROPROPENE.,
.. . ... .. . . ........
...........
3-DICHLOROPROPENE
TRANS-1, 3_'DI
...........
_QHLORQPEOPENE
'tT-H'fttE-NSEN'E
-0
6- A .5
..2 '�VA NE_ .
0..',020
.. . . .....
EXACH10ROBUTADIENE.:
D:
....
...
ISOPROPYLBENZ19NE:
;4 -I SOPROPY:LTOLUENE
..N V .
TTH YZ. 2 P EN-TANQUE (M15
. .... .... ....... ...... . . ..... ..
METHYL. teat -BUTYL ETHER. . MTBE: " . .
...... _:NV4
... ........
Tn R.I.-M . ......
THYLRNE. g-H-U_w
.
... ..... 44
.. ... ..... .0 _01 0"
M. p 14
-D:
:,-N..-Rk0P.;Y LBRUZENE:...
6_0_02
°;.1:':'2 ::S R.A"--GHLQR0,,. ..:M!..� .... ...
. ..
.4... ............ . . . . ... ... ........ 4 ...... ..... . .. . . ..... . ........... .7
2` Z TtTRAQH1OR0ETjLANR .......... ......
PC-F,-jT__
0-
)TOLUENE
....... 0
2,.3 ""TRiCHLOROBENZENE:
X
... .
4 _-Tp%1CHL0R05ZN.g5NE
U
. . . .......
TA CHI;O ROBT AA
1. -1
0
"T I 2.7;TRX CH b U R V ET H R N p
........
.................. . ..........
0:
,,.,TRIC HL ETH
......... ..
. . .. ........
.. . . 0 0 5.....
:..TR.1CHLO
I 2 3!, T R .1 C H LORO-PROPAN
ti
. ...... ....
E Q VK
:1. i2. 4*-T.R-'I-M . THYL Z Z-9'
b.
a.. 0,5 . ... ..
--A-Y-Q-13 S
... ........ . . . ... ....
ORI-DE
.. .....
M
.. ....... . .. ....... 0:
.
0E
. .
... ... ...............
' . ...... . .. . .....
.. '.....
. .......
' 066�tS. PQL PRACTICAL UANTi-T LIMI
.... .......
.V-DETEq.TE.D OR, BELOW'--
TAT);.-OT, -
DATA. REVIEWED AND APPROVED
BY
14
-� C DaS CERTIFICATE # .155 3-
AL
... _..,
,cnviro- , Chem., Inc.
1214. E. Lexington Avenue, Pomona, CA 91766 Tel (909) 5,90,
.5905 Fax (909) 590-5907
LABORATORY REPORT
CUSTOMER: Pinnacle Environmental,
739 Black Point P'laqe
Clayton, CA 94517
(925) 6735500 E-Mail:
RQ1oven@-PEI-ENV,'CoM
PROJECTi. Bakersfield
MATRIX; SOIL
t - :09/12/11 .
DATE -RtCftV-
0
DATE SAMPtEb:09/09/11
DATE ANALYZED-:09112-/11
REPORT TO ;.-M-R.. - PETER CLOVEN.
DATTE REPORTED: 0:9Z1V-11
SAMPLE I.D.',94- B-:4-4-1--51
LAB I,, Ds, : 1109 .2, -43
ANALYSIS.; V-0LA2ILA. ORGANICS
EPA 14ETHQD
5,0-30B/826-0B.,,: PAGE 2.::�01?
UNIT: mgr/Kg = MI]44TQF-W
PARAMETER SAMPLE RESULT PQL -Xi
t:: 3--DICH LOR
. .... -ND
0... 010
.... . . ...
.2..i.2.,-7DICH-LOROPROPAU-.-..,,.,.
I 2 - }DTCHLOROPR.OPENE -
O�RO-P
3 DICLIT'OP ENE..
A., 0'05,
tRANS'LA; a7-•DICHtOROPROVENE1
AD
6. 0.0 5. -:
ND
.2,.- ,HEXAOONF,:�
0 -42--*
..... B"U.-IT.-AbILNE.-
0. . . ........
'ExAcHE R.O.
. . . N-D
...
ISO P.- A
........ . ...
.4 RO-1) Y .010 1
S
I O�.
4
-4-mM.- THYL - Z PENT ANO
T 9iTH&R. (M., B
,MtTRYU9NE,, -CHLORIDE
NAPHTILAZIRM.- .. .......... ..
........ .. .
.. ... ....
.:1!,-.PRO.P-Y--*1 B N. E
E Z NE�
. . . .......... ...
.......... .... .. . ...
....... ....... .... 4
.........::0'00
....
. . ....
b
1" i 2:w 2: T. E....T... R. A C..-.: H.' L-OR09THAN&
ND 1 •.. .. . . .... . . .... ..
TETRA 0"AbETHEN
00
-C-A"t
T 'LUE R.
T RIQ1 Z O-R
N.D.
-
A 0.5
N - F, . . . . . .
7
0 ... 010 ;w
OETHAN18
0,
2- R.-ICHLOROE
0:0.5
:. HL:Q:ROE:THLh1F: (;X. 00111
... .. ... ...... ..... .
TRLCF3L �.�aftddk'Q
..
Q .05
d 2. 3�rTRI-CALOROPRO PANE
......
J-r 2:..4 7z��Y ftkidfuk.
2-i 5--7-T -14 KE ENZER
... ...... ...
VINYL: CHLQR
. . ..... ........ . ...... .
I. 0
il D T
M/P-XY!,FNE"
... ... . .... ...... ..............
0 0 I'D
0 XY L E DIE ... ..
............
. ..... .......
........... ... . .. ...
. . . 0,
. ......
%m? qTs pQl; -pi2.AcTicAt ob T
ND -NON- DETECTED OR 88,0W, Tg
DATA REVIEWED AND APPROVED, By
CZk.L - 1) ji S q-'F.R T 1, F -CATE #
Elaviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766
Tel (909 590-5905 Fax (909) 590,5907
LABORATORY
REPORT
CUSTOMER: Pinnacle Environmental,
rno,..
739 Black Point Place
2-TETRAGHL OA& HiAN'
Clayton, CA 94517
. . . ........................ g5.... ......
'OETHANE....
2 -I-t-tt-AACHLOR
(925)673-55.00 E-Mail:
PQlo. A@ PE)C-E
..
PROJECT. Bakersfield
MATRIX;,20IL
ND . ..... ..... ..................... ..
DATE FtjC�,;;VE'D.; 0,9112/11
OL�D:09/09/11
DATE SAM
DATR,ANALYZ:ED::09/12/11
REPORT TO::MR... PETER CLOVEN
Di. 0 V 1 9..Z. 11
SAMPLE I.D...; B-5-41-51
... .... . .....fii
LAB I..jD;.--, •10912-4.5
. . . . . . . . . . . . . . . . .
ANALYSIS-.* VOLATILE ORGANICS,
EPIC, METHOD: 4030B/82-60B.- PAGE .2;
PNIT: mg /Kg = MILLIGRAM PER KILOGRAM =» RP14
PARAMETER SAMPLE. RES.VtT. POL X3,
1.,_3-nDI(tHLOROPROP,ANE
ND'.
L,QRP.PBQPANE
-N
........ . ....... ..... . .....
-1c 1- Q . LCHLOROPROPENE,
ND
1 •. R H, Y - L 1 ZENE..
2 7.1 3- 01,C11LOROPROPENE"
WD,_
•LBEftRNM
-.1 7:-TRIMETHY
RAN S, .1 8=DICHLOROPROPENE.
N.D•
.7. v rfLL0RI-D19'-
ETHYLBENZENE
.. . ...... ...
.. . . . . ... . ....... .0
%' ......... . :..0
H EXAN Q &E: ......
0
.. . . ........ .
"ftE�tAQHL'OROBUTADIE1!t
.. .... ...... -TICAL QUANTI.T'AT"ION L-'-1 M;l T.
C Q L,
BEW
rt 9D'* E:TFQTED OR BELOW
-THEi
.1,8.0p9OP YLTOL UEN
. .... . -*
bi
- ........ . .....
_� ..... .....
. .
(MIBK)�
AL- DHS.. :CERYIFT.CATE # 1555
C,
. ...... ... i ..........
ME,.T-li..X-L.,tert-7,BUTYL''ETHER Q4 T B Rj . ... ...
N
......... . .................. ------
MRTjtXLIRA QRLORT
XD:
.... ........ . . . ........
3.
. ......... ....
PYL' 'ENZEINk
N., R0. B
. . . . ..........
.4
. . ....... .
2-TETRAGHL OA& HiAN'
. . . ........................ g5.... ......
'OETHANE....
2 -I-t-tt-AACHLOR
RD . .. . ........ . .
......... ......
TETRACHLOROETHENE•:..
TO9'
ND . ..... ..... ..................... ..
. . ......... . . ........ ........... . . ... ..........
ROE 9-ZF
E =
..... ....... ... . ... . ....... . . ... ...
OROS tRANE
... .... . .....fii
. . ..... ... ..................
. . ...... . .. .... .. .
TRI-CHLQ ROE TRANE.w
TRICHLOR
b . .... .
.. .... ... ... . ..........
0.
. . . . . . . . . .
N-D.:
2. 3 TRI 'CHLOR PROPAN
,
1 •. R H, Y - L 1 ZENE..
..... .. ...
b.
•LBEftRNM
-.1 7:-TRIMETHY
. . ... .......
. ..... I'. 6-
.7. v rfLL0RI-D19'-
u
.. . ...... ...
64 • X�:
'777W7
0
.. .... ...... -TICAL QUANTI.T'AT"ION L-'-1 M;l T.
C Q L,
rt 9D'* E:TFQTED OR BELOW
-THEi
DATA AEVI"EWEVAND APPROVED
-By
AL- DHS.. :CERYIFT.CATE # 1555
C,
Enviro - Chem, /tic.
1214 E., Lexington Avenue, Pomona, CA 91766 T6V(q0.9),.59.0-5905 Fax ,(909). 590-5907
'LABORATORY REPORT,
CUSTOMER; Pinnacle Environmettal, Inc.
739 Blaok Point Place
V
Clayton., CA 94517
(925) 673-5500 E-114,il-
PQ.1 oven@ PRI -ElgV,�P.om,
PROJECT: Bakersfield
14ATRIX,,SOIL DATt- gEQEIVED:09Z12/11
DATE' S-,DiMJ?LED,. 09-Z09- DATE ANALYZED;- 09 -.:12` 11
REPORT TO:KR_.VETER CLOVEN DATE. R4: PORTED :.09-/19/11--
SAMPLE I. D.,:. LAB I.D.: 110912 -. -47
'
ANALYSIS: VOLATILE ORGANICS, EPA METHOD -:5030B/82-60B, PAGE-
UNIT V, m9/K9 MILLIGRAM PEA-::. PPM"
PARAMETER SAMPLE, RESULT: P.!2L;.Xl
Enviro — Chern, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590_59,o5 F0 '(goo
, A.. )..590-5907
LABORATORY REP04-7-
CUSTO. dER:- Pinnacle. Envirormental, 1nq
739. Black Point Place
Play
.�toh, CA 94517
(925) 673-5500 E-Mail: PClov9n@PE1.'-;-ENVw'Com
PROJECT: Bakersfield
M
.ATRIX:SOIL.- DATE- RECEIVED:09/12/11
DATE SAMPLED ;09./09/11 D4T.-E AN.ALY-ZE.D,.09Z13Z1j
:ttPORT' TO:14R.. tTtk CLOVEN DATE REP091 Fj.
smut.
B: I.... D., 1,10912-4.9
-AN - ijYSIZ,: VOLT- 1.1 ORGANICS.,, EPA METHOD 5 .3.OB,/Q2.6.OB, PAGE 2
UNIT: mg.,/Kg = MILLIGRAM PER-KILPGRAX PPM-, .
PQL"
SAN? ;E, P40 ,
3-DT UE
CHLOROPR OPA
2;•i 201-C14LOBOPR.PANE ND ......
9
ND NON-'DETECTED OR BELOW TH E T L
DATA RE .x P�..WED AND APPROVED BY:
CAL.-DH'S CERTIFICATE 0.1555
P
Enviro -Chem., h7c.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909). 590 ,.6905 Fax (909)' 590-5907
UWORATORY REPORT
.CTJSTONF,.R, Pinnacle Environmental, Inc:
739 Black Point Place
C1.4yton, CA 94517
(.925)673-5500 X-Mailt PCloven@PZI-ENV.Cqm
PROJECT: Bakersfield
MATRIX:;SOIL;, DATE pE.cE-I.,.VE0;..09Z12.Z1,.
DATE, SAMPLED:09/09111. DATE.
REPORT TO,::MR,,PETFR CLOVEN, .DATE`, RE•ORT.$D�*-05.119/1.
s.PMPLE I - D. • R B-8-94 -10, L-A13 I. D..,-, 11.0912 -50'
ANALYSIS: VOLATILE ORGANICS, EPA METHOD 50308/8260.8-, PAGX 2
Mg/KT - MILLIGRAM PER KIL0.qFAM .PPM,.
PARAMETER SAMPLE RES.==-' PQL. X1
DATA REVIEWED AND APPROVED-BY;
Q AL- DH-S' CERTI F1 CATE # 155
Enviro - Chem, Inc.
1214 E. Lexing. an Avenue,: Pomona, CA 91766 Tel (909) 590-5905.FaX (909) 590-5907
LABORATORY RMPORT
OUS'TOp4ER'z Pinnacle Environmental,
730 Black Point Place
Clayton, *CA 94517'
:192*5167-3-5500.j &-Mail-. PCloven@.PEI-MM ..Cq.T
PROLTE'C,T*: 1 4kersf iel-,d
MATRIX -�--S-O! DATE. RECRTVED-.--09/
DATE- SAMPtE;b:-:09Z09/11
11
REPORT TO-MR.-., PETEA MOV8N -OATE. REP .91
B a.-ig1-20 AB
0,9.12-51
ANALT.;SIS:, VOIATT...IX'.-QRGANjCs, EPA METHOD 5030R/$26,(-)8-' PAGE
UNIT: /�Cg =. MILLIGRAM -PZR,jKTLO
PARAMZTISP,;, SAMPLE RESULT
Envirp - Chem., Inc.
1214 E... Lexington Avenue,. Pomona, CA 91766 Tel (900) 590-5905 Fax (909) 5905907
LAB DR ,..ORY. RE ?ART
AT
CUSTOD�ER: Pinnacle FnVirQnmental, .100:
�
739 Black,.. Poipt place
Clayton•, CA 94517
(425)673-5500 E-Ma1li PC1oven@PE1`ENV,.Q.0m
ZROJECT: Bakers field--:.
CE 'D t-09/12-/1.1
DATE .-.REC -E
MATRIK.:
DA.T.E• AM;1-ZED:0/1.3/11-
DATF,...,9AM-.tiLEb:09/0-9/*11• .
L LAT.E �3,FPQATU-19 9/11.
REPORT'..::TO;MR. PETER CLOVEN
'
SAMP.L.-a. IA577F
AN•YSITS', VQLATILjg ORGANICS, EPA METHOD 50308/82608., PAGE
U IT mg/.Kg = MILLIGRAM PER KILOGRAM :PPM.
PARAMETER SAMPLE RESULT
PROPANE NQ 0,05 . .........
. ..... . .. .
"NOD . .....
ND
17. R
........ .. .... .
ND
WbPR PE
&wk�
J
NQ
7TT. .... .. .. *.'.".::,
4M........ .. . .... .. .....
ND
..ND ....
-NZEWE b
U&N-E.
jo... ..... ..
ETHER M T. B
Eijb U
'01r
AX ..
-ND
q .0
. . ...... . .
ND. ... . ... . .........
0",
.... . . ... . .
'ND
IN
lzz
••NQ
7
U.N
.... ... .. .
A-
0-M
Na,
ROETH U
. . ..... .. .
N X;
'ND
0`
..J
RM IR
. ...... . ...
. . ......... .
......... . .
1W
r T14- . ........
LO
kin
kin
ND
ND •
UANT.
C0144ENTS, PQL PRAC;T"* TCAL QUANT
'E
NQ E
V9 N.,.D T-.ECT�4- OR BEZOW. TH
•
DATA RIWIEWED ANQ APPROVED BY
CAL-bR8�: CFRTIFIC&TE :# 155-5
gwj�j�-ffln
ErWro - Chem., Inc.
1214 E. Lexington. -Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907
LABORATORY REPORT
CUSTOMER: Pinnacle Entri,•rprmental:, :fttt.
NO.
739 BlacX Point Place
Clayton,. CA, 94517•
...... .......... . ... . .. . .. ................. .... .. . ..... ....... ..
(925).673455,00. E',-Mail-:
PCloven#PEI -.ENV. Com
K>*UECT: Bakersfield
.7 _777777.
TETRAC T
5
NIFiTtIZ: SOIL ,
14,
DATE RECEIVED; 09/12./1'1
' b:09 /09/11 :
DATE SAMPLE ,
ND'
DATE AN1NTYZ8D;09/13/1.1
a 't>O
E Rt TO:.,N. R PET -R • CLOVEN-.
. .................
........ .
DATE. REPORTED :0:9119/11
SAMPLE. I.D.: B-9---•1.9:!:-201
...... ..... ..
� _K .. . . . ... ....
LAB I.D.: 110912-5.4
ANALYSIS: VOLATILE QRG4NICS
EPA METHOD
77 7
5030B/8260B,,., PAqX .2
.0
mg /]Kg MILLIORAK.PER KIL GRAM = PPM
PARAM:%TER, . SAMPLE RESULT PQL X1
1,.37Q1CRLOROPROPANt,-`--.'.
ND....
00&
2 2•-QIC�RjOROPROPAN.9--:. -
0 .00• ..
Q
. . ...... . .... ... .. ............... ... .... . .
_02.8. . ...
... ..... . . . .
.... ..... . . .. ... .. .... .. ............
-T . ... .........
. ..... S-
TRANS:''! . '::��DTQHL ROPRO-PEN
VI.N'YL CHLORIDE..
ET.AYtBENZFN9`:
...........
N
2-hUAN ... ... .
ND
0'** 2'0
RENACHLOROACT-Abl. ..... ....
.. ND
. .... .........
MP ILO 26 . . ..... . .
b,
0214 60(S'.
PROPYL."I - ".U.-ENZ,
00 ....... ........... .
..... ..... .
: y2 ....... .......
. . . . . . . . . . .
0.
O-ZOL
M n
METHYL.. bEwt-a- T.
. . ...... ......
NO.
......... 0. .05 ......
S TYA-914 .. . ....
...... .......... . ... . .. . .. ................. .... .. . ..... ....... ..
...........
. .. . .. . r.
2TE.T.-RACap-Q� *QZ_ZH . .... ...... 6; CFO
.... . .. ... . ........ . ... .. . ........
..... .. . ... .
;MfAg "" . .... . .. ........ . .. ......
1: 1 2, .. .. . ...........
4 ._TNTRAC ELM08
.. . ...... . b.b..".
.7 _777777.
TETRAC T
5
.. ........ .
TOLUENE:
14,
;0*:; 00.'5-
_�f'Ri
ND'
..... . ... .
6 -Z! -NE;
. .................
........ .
0 .0 . .....
...... ..... ..
� _K .. . . . ... ....
. .. .. . ..... ...
@..0,05
..... . . .. ..... k . 77 "', �,'
2�l CHIT-0. OR-THAN.".. ..
..
' "'
. ... . . ...... .....
Gob
.T
... . . ......
..... . . . .......
NP;
TR fdf RO A I
.. .... ..... ......
- �0 -I
4
-T . ... .........
.......... I.,. ..... . . ............
. . . . . ....... . .......................
VI.N'YL CHLORIDE..
.......... ........ .... . . .... . ................... .. ........
. ... . ..... . . . . .......... .... 01
.5
N
. .........
-T 7:
IT'D = 1JON-DRTECTE-D OR BELOW .: t-•15 PQ
DATA REVIEWED .AND APPRQVED BY;
CAL-DRS; GERTI-FICATR'.. . . . . . . . . . . .
;Fwdeo -- Chem.,Jnc,. .
1214 E. Lexington Avenue, Pomona, . CA .91 . 7,66, . - T61 (999): 590-5905 Fax (909) .590-5907
MEITHOD BLANK REPORT
CUSTOMER: Pinnacle EnvirormeWitalr
739 Bladk Point'Place
Clayton,• CA 94517
(9?5) 673-55.0Q E-M4,il: P.Q10ver18pEr. �9$ :.com -
PROJECT: takerpfield
MATRIX-SOIL, DATE RECEIVED
DATE SAMPLED09/091`11 DATE ANALYZED..09/12/11..
R REPORTED .U- p..Qg.T.' T-Q:MR. PETER, g%_.0V2.N.. D-.:09/19/`
METHOD BLANK. 'FOR: LAB Z. D.:
110912-39, -740 ".41. '-43; 47, '-491, -50, -'51 44.
W�
ANALYSIS:, VOLATILX,..0Aq F�,QX. 2
UNITA,mg/Kg = MI-LiiGW* #EA-':.K- U--bGRAM- = j?PX
-RESU IT
PARAMETER
�� f
Enviro,Chem, -Inc..
�Pk cone`
fff'
. %RO"",
1214 E. Lexington Avenue, Pomona, CA 9.1766
Tel (6.9 9)590-5905
Fax (909)�9 0-6907
$260B; QA/QC RQPo"r-t
iunrobenzene
Chlbtbbenziene
Date Analyzed: 9M2-1,31201 1.
.0054
08%
. tk*':
...... ..
Machine
..,
W: ... . ... ........
8 U, P con
U611.
maka 00mi
Ntatrix, 6plKe (MS)/Matrix Spike Duplicate (M)
0,0
%RC'
77-
e...., j
Tt'h",
Seikeo Sample. Lab
SR.-: spK cone; f
0170555 i:_
a K
.%RG.
%RPO
ACP
. % AA
CP RPD
An.qly�
Benzene
-.4
.:0
0.059
118 OX
$, 014
Q
-08:
ol 00w.
------ -
;:..::.p- 20: -.:
.Cblorobenzene: ..
I ..
� 0,050.:.
. . . . . . . . . .
0.'050
0 0.55
7 3.0
2%
J. 5rl25.;.
7
0 ZO
M-Dichloroethene
-0-:
0_
77E-H_-` Me QP "Y
Sur ed Ove i. .. ..
'S
0.
0 0
4%.
7�-1 26;
A
.
Toluene
........
0.0 5,0
5W7
0.0
116%
Q 05
Q-958
1060/6,
.:17 -125.:
5.
.. ...... ... . . .
0-20
Trjchiorqet��p TIOE
.. ... ......
.7
0.050
0.056
I
Z.-
10 6 ON
75- 125.....'
. . . . ......... . . �.__ i:
..:. 50.0
10430,
100%.
•
r.
Anal
�Pk cone`
fff'
. %RO"",
A cP.: TRC
0.05.Q.
7r
iunrobenzene
Chlbtbbenziene
0.050
.0054
08%
7
...0 050
W: ... . ... ........
8 U, P con
_-4
4'1,!-DJdh1Q.rOthene
-oq
0,0
%RC'
77-
e...., j
Tt'h",
0.060
0170555 i:_
110%
75;
•.b6nz6ji
:07X yiene
.... .. ........ . �05 0
... .
75
.
Vnj pne.
At W...'
W
.... ... ..
. .....
10
0%
Toluene -d8:
ol 00w.
70 -1- 30
0.057
1:.. 4%. - -
i O.Q%.ii�.
.5
e
. . . . . . . . . .
0.'050
'D.
7 3.0
jhe n e
0
. ....... .
0A
_n&tNA'
iunrobenzene
W: ... . ... ........
8 U, P con
. ......
... .......
%RC'
fe
1:0, �46
rffl
.D
I OmOh ania
MO UOT
At W...'
W
6
10
0%
Toluene -d8:
70 -1- 30
1,012%.
.- I %.....
foo
i O.Q%.ii�.
.5
.' _06
'D.
7 3.0
77E-H_-` Me QP "Y
Sur ed Ove i. .. ..
'S
%R
%K
R-09%
ORG
.. .. .. . . .. . ..........
•
IN
U .
...... . ... ..
lbpo.r�
.. ... ......
.7
00"1/0
I
Z.-
ff.50/6':
. . . . ......... . . �.__ i:
..:. 50.0
10430,
100%.
•
r.
yy
...... . ........
. .. ...............
�4
Surrogate: 1bYO(ie:to.MatrJx interference;..;
or)
LC-',5�,: A4 in control: therefore. the :an, is, in c trpL
!:S-.-R. -Sam le Results.
sp c. n6. -S ike'C ono Ontration
ACP'%RC =i-.Accepted Percent Recovery
MS Matrix Spike
MSD =.Matrix Spike Duplicate
By. Anatyzedf B)
eviewed,
Fin-al Rewlewer?!-•p
En-viro - Chemp'j-, lock-,
1214 E. Lexh7gtoij Avenue, Pomona; CA 9.1766 � T16
p09 ). 590-5905 Fax (909)-590-5907
bMTHQD BL,'A,M:;_jRX-P0R-T
CUSTOMER: Pinnacle Environmental,., 11-nez,*
739 Black Point Place
Clayton,, CA 945.17
(9-2.5) 673-5500 E- Mai . 1: K.1ov9n0PE'%---ZNV.Cam
PROJECT--. Bakersfield
-MATRIX*: SOIL DATE RECEIVED ,,09/i2L11
`DATE ANA.LYZED.;...,09-In-
DATE STN-PL .-
EDO'9- 1 09 11
REPORT TO.: MR.'"' -PgTEP, CLOVEN DAT-a PE:PORTED. 09 /1 9JI I
METHQD BLANX. FOR- LAB.
-40, --41 -43, -45,.-:4-7 '-'49:, -50, 51
ANALYSTS.. VQL?LTILE! 0RQA-NIC3•' --.:19PA-..)jF!, .0.3 1.: .2.
.04/--82'6.0B::-::::PAQE: .. ...
PPA:
UNIT:"�, Mct/K.-Cf. I.,LX0
Envirp - Cherr% Inc.
1214 E. Lexington Avenue., Pomona, QA 91766 Tel* (909) 590-5905 Fax 009) 590-5907
-!;AZ0RA-,0R REP-Q�M
COSTOM8R: Pinnacle.: Eavirormentaji
7*39 Bladk PQ*.±nt Plaqe
Claytq;p
-94517-
(925).673 -550.0 E-MiL11"r PC10Ven@PE--Z-ENV.00m
Bake:rq'f isld
MATRIX-.,SOIL... DATE RECEIVED:09Z.12ZIl Y.
DATE - SAMPLED: 09/09/11. DATE.
ANALYZED; 09 3/11,
REPORT TO-MR.- PETER..-:..-.:Ct0,VEN
RNPORTTE D: .0-9 /19 /11.'
SAMPLE 191 -20,' LAB - 1. D... 11.09.1..2 -54
ANALYSIS: VOLATILE ORGANICS, EPA METHOD 5030B/826.013, PAGE.
UNIT:;.. I DIGRAM.- PER KILOGRAM = 'PPK
PARAMETER:
,Z, RESULT -T PQL X1
..T
Ke,
Enviro - Chem., Inc.,
1214 E. Lexington Avenue, -Pomona;- PA 9.1766 Tet (909) 590-5905.-Pik' 590 5907
LABQ RY A4�>QRT.
CUSTOMER Pinnacle Environmental, n.
939 Black Point- Place
ClaytgZj;, P4'94-5.17
(-.995):613-550-0 lk"W41: PEI-..;FNV. Com
p,RO ;JE.CT : ::;. Baker**fie1d
Mla 09JL.2. 111
X *,j*_QI- L DATE R&CEIVED:
DATE SAM PLED.*09/09/11 DP4 i
.TF�,.ANRLYZ.9D:09/'13Z11
REPORT TO MR.. PF,.ir...E.P,...:CL0VE!j DATE REPORTED ;-.0.9/1-9/11:
SAMPLE. I.. D. A
...... . .. r LAB 110912-63
: #-
ANAL'T-SIS; VOLATILE : ORQMrCS EPA' METHOD: 5*030B/8.2-60B V4r_7E
UNIT:?- mg /Kg MILUIGRAN :PER: KILOGRAM. =, PPM
PARAMETER SAMPIE RE
.SUL T
Enviro -Chem,, Inc.
121-4 E. Lexington Avenue, Pomona, CA 91.766 Tel (909). 590,5905; Fax (909).. .5.907
LMQRATORY REPORT
CU$TOMER.-.1 Pinn4cle Envirorunentalf I- Wm.
739 B14ck Pol�n•-, Placei.
u4yton, CA 94517
(92.5)67
-5500 E -mail. PCloven@PEI
-ENV C QM
DATE:...R �.EIVED 09J:12 /11
IL
MR.T. R T X -,8'0
DATE SAMPLED : 09/09/1 DATE ANAI_
..
RE--P0RT,,-- TO'' •:
P-8..' .-CLOV DATE REPORTED
LA-B:.
'SAMP.-LF I.:, D', 1.10912-51
V6tAT..I--LE oRGAkTjCS,, EPA. METHOD 50.3QB/82,60.R., PAr'E
UNIT: Mg /Kg = MILLIGPLPJ4- PER KTLOGRAM: = :PPM.:
Enviro - Chem, Inc.
12-14 E. Lexington Avenue, Pomona, CA 91766 Tel (909
89-P-5907
LABORATORY n.P.Q.R.T.-
,.,CUSTOMER:. Pinnacle Environmental, Inc.,
739 Black Point Place
Claytpn., CA 94517
(925) 673-5500 E-Mail: PCloven@PE1-E.NV'.C&a
PR04ECT: Bakersfield
MATRIX,:•SOI•., DATE REC81VED: 0-9-/12/11
D,.kTE SAMPL-ED:09Z09/11 DATE ANPL-YYi-ED:-.0-5-,,-/., 1 a./ 11
RE-PORT TOilMR_. PETER ER CLOVEN DATE REPQRT$:D:-09/19-`/11
SAKPLE I.D..*, LAB 110912-5.0
ANALYSIS ::- VOLATILE, 'ORGANICS, EPA METHOD 5030B/8260B, PAGE I
UNIT: . mq/Kg ='MILLIGRAM PER KILOGRAM = PPM
PAWAAMETER SAMPLE RESULT VQt xi:
rr"viro - Chem,,, tho.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax. (9,09).5.90-S901-
LABORATORY REPORT
CUSTOMER: Pinnacle Env.ir-onmentall lri;a:
739;. . Black PoiAt Place
Clayton, CA 94617'
(925)..673-5500 E- -Mail: PCloven'@PEI-EW.CoM;
Bakersfield
MATRIX CAL_:; DATE RE.CET, Q:
DATE, SAMPLE I D:.09/09/11 DATE ANALYZED:' 09./,13/.1-1-.
REPORT T.O.s.MR.' PETER CLOVEN DATE-
SAMPLE 1. 5. . LAB T. 1109:12 -.4
ANALYSIS VOLATILE ORGANICS., EPA METHOD S-030B/T82-60B.-'r PAGE.
UNIT mg/Kg = MILLIGRAW PER KTL-O.GRA.X,
Vi
PARAMETER $WT49 RESULT
Enviro - Chem, Inc.
1214- E; Lexington Avenue, Pomona, CA 91.766 Tel (909). 590,5905, 590-5907
1ABORATQRY REPOPM
CUSTOMER: Pinnacle Environmental, 1-nir".
739•Black Point Place
Clayton,, CA 94517
(�25) 6-73-5500 E-Mail: PC1oven@PE,1*-ENV...-ConL.
PROJECT-: Bakersfield
MATR,.-1X,:,SOIL DATZ' RECEIVED: 09:,Z12-1/11
DATE SAMPLED:0910.9/11. 09Z
RE-PORT TOP.MR. PETER CLOVEN D&TE RE'PORTEM.-O-9/15/11
SAMPLE I. D. B-6-4 v.-51 LAB I D 912-- 4 7
ANALYSIS: VOLATILE, ORGANICS, EPA METHOD 503.4B.182608, -PAGt'J,:."'
UNIT: mg/Kg = MILLIGRM PER.-KILOGRAM =- PPM
PARAMETER, SAMPLE RESULT P¢L ^A
is
Enviro — Chem, Inc.,
1214 E., Lexington Avenue, Pomona, CA 91766- Tel (909) 560-5,905 Fax (909) 590,5909
LABORATORY nPORT
CUSTOMER: Pinnacle Environiuental I Ind.`
735 Black PQint Place
Clayton, CA 94517,
(925:)673 -5500 E-Mail: PCl0ven@j?EI-ZXV-00RV-.
PROJECT: Bakersfield
DATE RECEIVED: -.09 /1:2/.11
MATRIX SOM' --
4A 09/12/ .11
:DATF--- Al...I.-YZED.
'OATE", $AMPI'81): 09 09 /11
REPORT TO:DQ - PETER CLOVEN :QA.T.,E1R-0PORT--$D;-09- 19/ 11
LAB I.D.: 110912-45
SAMPLE B-5-41-51
4L4
.
.ANA Tly VOLATILE ORGANICS•, EPA METHOD 5030B
'OR T I -OFF
PER, KILOGRAM =PPM
m/Kg- = MILLIORAId
.:UNIT; g
SAMPLE RESULT' POL::. X1
Enviro - Chem., Inc.
1214 E... Lexington Avenue, Pomona, CA 91766 Tel (90.9
5.90-5.
.905.,:F
590-5-907
LABORATORY REPORT
Q,USTOME�;,. Pinnacle Environmental,, Thd,-
739 Black Point Place
Clayton, CA. 94517
(925)673--5500 E-Mail: PCloyen@ PEI ;--ENV, Com.
PROJECT: Bakersfield
MATRIX::SOIL DATE
DATE 5.AMPLE D : 0 9 / 0 9./ 11 DATE- ANALYZED: 0 9112 11
REPORT TO:MR. PET8R CLOVEN .0IL.T..p,,REPORT'al D: 0 9./.1:9./Z11.
SAMPLE. I.D.: B-4-41-51 I. D.. i10912--43
ANALYSIS-*: VOLATILE ORGANICS, EPA. ME-THOD,:5030B-/82603t PAGE '0'*F'':.4-
UNIT Z' mg/Kg = MjLL:rGRAM -PER -KIT
9(;R AM = PPM -
SAMPLE :- REaVUr 9.1.
E- vino - C17 em., - In.o.
1214. E. Lexington Avenue, Pomona, CA 91766 . ToP (9-09)-- 590-59.05 Fax 590,5907
IJIMORATOIR n., R
T QAT
CUSTOMER: Pinnacle Envirormental,, is
739 Black Point Place
Clayton., CA 94517
(925.) 673-5500 E-Mail: PCloven@-PEI:'ENV -..Com
PROJECT; Bakersfielcl
MATRIX,.SOI.L PATE -RE . CEIV9b:
..0-9/1211-1.
D4T�. $AM-ftEQ:09/09/11 DATE
REPORT TO:-MR....PETER CLOVEN DATE•
SAMPLE:�I,D,: B-3-91-101 -LAB, I.D.-: 110912-41
Z4
ANAT4TSIS.-., VOIAT.I.-LE ORGANICS., EPA METHOD 5030B/8'26OBt. 1U.
VNIT1�.- mg/Kg- = MIT4T4IG1jAM PER ]�:IL,QGRAM =: pp*,.;
PARAMETER SAMPLE IRE4SULT PQ] -"...Xl
Eoviro - Chem,: ln.c.:
1214 E. Lexington Avenue, Pomona, CA 91766 Ter. (909) 590 -5905 Fax (909) 590 -5907
IJWORATQIRY REPORT
CUSTOMER: Pinnacle Environmental,. :#
739 Black ..Po4mt .Place
Claxton, CA 94517
('926) 673-5500 E- Mail:.. PC1.oven@.PEI'-E.1 Com
'P R0 QT- - Bakersfield
MATRIX. SOIL., DATE. ?,ECEIVED:09 /12/.11
DATE' S'ANlPL.Ep:,09 /09/1_Z_ DATE ANALXZED`09 12/11
,REPORT TO :.MR.: PETER CLOVEN . DiTE REPORT.E.D:.09 /*:..9:(11
SAMPLE I.D.:. I,D::;: 1109.1.2 =40
ANALYSIS: VOLATILE .QRCANIC.S, ZPA METHOp; 5030B/22 :00W, PAGE
UNIT: mg /Kg = .MILi,IQRAM: ASR. KILOGRAM . = PPM
r,�,»►�rz+inc+n SAMPLE RESTJL.T PQTA. X1
Of
Enviro - Chemllnc..
1214 E. Lexington Avenue, Pomona, CA ,91760 Tqj (909) 590 -5905 Fax X_ (909) 590-5907
LABORATORY PtEPO*.R'T-
CUSTOMER: Pinnacle Envirormental.j. inc.
739-Black Poitit Place
Clayton, CA 94517.,
(925)67.3-5500 PCIPWOMI.-EW.Com,
PROJECT.: Bakersfield:
-01 DATE-., RECEJ�TE[);_,09/12 11
D4ATRIX:S -L.,
.0/12/11
09/09/11 -DATE ANALYZED. --9
DATE SAM,.PL.F,'D:
REPORT TO :MR. PETER CLOVEN DATE:.: RPOETD:.09 1.9 11
SAMPLE I.-D.t B-1-4F-81 LAB I.D..:: 1109-12-39-
ANALYSIS: VOLATILE ORGANICS EPA METHOD 5.030B./82:-FOB, 'PAGE 1 2,
UNIT t. mg/Kq. -MILLIGRAW.RER
KILOGRAM ....= PP
's AbnLE RESULT P01 X-1
Envirp. - Chem; Inc..
1214 E. Lexington Avenue, Pomona, CA 191766 Tel (909). 5190-5905 Fax - (9019) 590 -5907
JJW,
QR 1Q.R. ..RZ T
CUSTOMER:: Pinnacle Environmentalt Inc
739'B-lack Point Place
Clayton, CA 945177•
(925) 673 -5 -7-
500 Rr all.it PClo ENVI. Com
PROJECT: Bakersfield:
DATE, ]ttCZT.VED.,09J12/11
MATRIXt,SOIL DAT, 9 EXTRACTED: 09 /1.3/1,1
DATE SRM'KED:09/09'/``.11. DATE ANALYZED; 09.113Z11.,
REPORT TO: MR.'. PE'T'E',R"' CI'OVEN DATE REPORTED,: 9 19-/11
TOTAL PETROLEUM HYDROCARBONS(TPH).. CARBON CHAIN ANALYSIS
MET1ff0p�;;.----.EPA 80.15B
UN±.T:.,* mg /Kg = MjttIQM'M PER •K'ILOGAAM = PER.
LAB- I. D. C4-4 I10 dll:C22- C23-C35 DF
METHOD.. BLANK
-COMMENT s
= GASOLINE RAN
C11'C22 DIZS91 RANGE
Q-3,5 =.MOTOR -OIL :;RATq'G8
DF D I ' LUT I ON FACTOR'
CAL QQ
-4--NT,1TAT-X00 LIKIT.
PQL -PR ACT I
ACTUAL -D-ETECTION :,�%JMIT X :?--QT4
'NON- = DETECTED IMIT
'DETE 09 BELOW Tffl� D
09 CTED
FleN by,.-
Data. tiewed. and 7�pp�ro ... ....
CAL-DHS ELAP CERTIVI CATE No
B_8 BOREHOLE LOG NO.1 of 1
N of USTs Client: Mobile Gasoline Service Station Sheet:
Date Started: Date Finished:
Location: 800 34th Street, Bakersfield, CA 9/09/11 9/09/11 9301
PEI Rep: Drill Rig/Sampling Method: Borehole Dia.: Casing Dia.: Casing Elevation
Mark Slatten, RG /CEG Geoprobe 66 211 NA (AMSL):
SAMPLE LOG BORP.HOLr LOG
Pid Opcn PlD Bag Push 4 Push 3 Push 2 Push I Depth USCS Graphic Geologic Description
Holc m Push 8 Push 5 Push 6 Push 7 In
t � (pp in) Feet Symbol Log (& nlType .Cn)pr.Gram.Mm,rSollCom{nncnl MuLeture.Drnsin.(kfnr . rtc.)
0 SPUD, asphalt cover 4" thick.
Hand augered to 2 feet bgs.
0 -9', PEA GRAVEL, yellow brown (10YR5 /4), silty fill, loose, no odor.
9 -20', SAND, pale yellow (2.5Y813), medium - grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
20 -24, SAND, light yellow brown (10YR6/4), medium - grained, gravelly
> 5% by volume, RX to 1/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
20 -24, SAND, light yellow brown (10YR614), medium - grained, gravelly
to 5% by volume, RX to 3/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
SAA but wet
.;[r.: :• •t XSin
w X W
1
1
0, 0
147
.
.
0.0
x
if.:fi
23
M
1111111♦
iN-
xri:'�f4;L'; %:�K��
0 -9', PEA GRAVEL, yellow brown (10YR5 /4), silty fill, loose, no odor.
9 -20', SAND, pale yellow (2.5Y813), medium - grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
20 -24, SAND, light yellow brown (10YR6/4), medium - grained, gravelly
> 5% by volume, RX to 1/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
20 -24, SAND, light yellow brown (10YR614), medium - grained, gravelly
to 5% by volume, RX to 3/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
SAA but wet
B -6
NW Pump Island
Date Started: Date Finished:
9/09/11 9/09/11
PET Rep: Dri
Mark Slatten, RG /CEG
SAMPLE LOG
Pid Open PI Bug Push 4 Push 3 Push 2 Push I Depth t)SCS
Kok Ippm) Push S Push 5 Push 6 Push 7 e Symbol
I m) Feet
0
I
SM
2
rec ve
t�
0
t �
.t
r
BOREHOLE LOG NO. 1 of 1
ent. Mobile Gasoline Service Station Sheet:
atlon. 80034 1h Street, Bakersfield, CA
93301
11 Rig/Satnpling Method: Borehole Dia.: Casing Dia.: Casing Elevation
Geoprobe 66 2" NA ()AMSL):
BOREHOLE LOG
Graphic Geologic Description
LOg (Soil 7y}x. Color. Grain. Miner Soil CmjxmcnL Moisture, Domity. odor. Fie.)
SPUD, asphalt cover 4" with 6" gravel and sand base.
Hand augered to 4 feet bgs.
0-4', SAND, very dark grayish brown (2.5Y3/2), medium - grained, silty,
organic, poorly graded, well sorted, loose, massively bedded, dry, no
odor.
4 -20', SAND, pale yellow (2.5YB/3), medium - grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
20-24, SAND, light yellow brown (10YR6 /4), medium - grained, gravelly
> 5% by volume, RX to 1/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
20 -24, SAND, light yellow brown (10YR6 /4), medium - grained, gravelly
to 5% by volume, RX to 3/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
SAA but wet
B -4
Background SE Corner
Date Started: Date Finished:
9/09!11 9/09/11
PEI Rep: Dri
Mark Slatten, RG /CEG
SAMPLE LOG
Pid open PtD Bag Push 4 Push 3 Push 2 Push 1 Depth USCS
Hole (ppm) Push 5 Push 6 Push 7 to Symbol
( m) Feet
0
)
SM
2
0.2 recc very
3
0.0 4
5
6
7
0.0 B
9
0.0 10 SW
Soil
Sample
1l
0.7 12
13
14
IS
0.0 16
17
IS
19
0.1 20
21
22 SW
23
0.0 24
25
26
sw
27
0.0 0.0 28
Soil
Sample 29
3U
BOREHOLE LOO
Client: Mobile Gasoline Service Station
Location: 80034 th Street, Bakersfield, CA
93301
NO. 1 of 1
Sheet:
II Rig/Sampling Method: Borehole Dia.: Casing Dia.: Casing Elevation
Geoprobe 66 2" NA (AMSL):
BOREHOLE LOG
Graphic Geologic Description
Log (Sail Type. Color, Grain. Minor Soil C,""p"" ni. Mojitore. Denary. Cklor. Lrk )
SPUD, asphalt cover 4" with 6" gravel and sand base.
Hand augered to 4 feet bgs.
0-4', SAND, very dark grayish brown (2.5Y3/2), medium - grained, silty,
organic, poorly graded, well sorted, loose, massively bedded, dry, no
odor.
Refusal TD
at 28' bgs
4 -20', SAND, pale yellow (2.5Y8/3), medium - grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
P
20 -24, SAND, light yellow brown (10YR6/4), medium - grained, gravelly
> 5% by volume, RX to 3/4 ", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
20 -24, SAND, light yellow brown (10YR6/4), medium - grained, gravelly
to 5% by volume, RX to 1", poorly graded, poorly sorted, loose,
massively bedded, dry, no odor.
Number:
B_2 BOREHOLE LOG NO.1 of 1
Clarifier effluent 5E side Client: Mobil Gasoline Service Station Sheet:
Date Stared: Date Finished: Location. 80034 th Street Bakersfield, CA 9/09/11 9/09/11 9301
PEI Rep: Drill Rig/Sampling Method: Borehole Dia.: Casing Dia.: Casing Elevation
Mark Slatten, RG /CEG Geoprobe 66 2" NA (AMSL):
SAMPLE LOG BOREHOLE LOG
Pidl Hole Pid 8a.- Soil Push 3 Push 2 Push 1 Depth DSCS Graphic Geologic Description
(PP a (ppm) Sample Feet Symbol LOS (Soil Typc. Color, Grain. Minor Soil CumponenL Moisane. Drnsily. Mir. Elc.)
0 SPUD, asphalt cover 4" with 2" gravel and sand base.
Hand augered to 4 feet bgs.
2 SM 04', SAND, very dark grayish brown (2.SY3/2), medium - grained, silty,
recc very 3 i organic, poorly graded, well sorted, loose, massively bedded, dry, no
odor.
0.0 0.0 � 4
5
b SW
7
9
0.0 10
TD =10' bgs
4 -10', SAND, pale yellow (2.5Y8/3), medium - grained, poorly graded,
well sorted, loose, massively bedded, slightly damp, no odor.
SECTION VII.
REFERENCES
The following references were utilized during the preparation of this report:
29 CFR Part 1910.120, 8 CCR 5192
ADR Environmental Group, Inc., 2001, Phase I Environmental Site Assessment, October 1.
American Society for Testing and .Materials (ASTM) Phase I ESA Standard EI527 -2005.
Envirodox, Inc., 2009, Phase I Environmental Site Assessment, August 19.
Environmental Protection Agency (EPA), 1986, Standard Operating Safety Guides for
Hazardous Waste Operations.
Pinnacle Environmental, Inc., 2011, Phase I Environmental Site Assessment, August 8.
Limited Phase II Environmental Site Assessment Report Pinnacle Environmental, Inc.
80034 1h Street, Bakersfield, CA 93301 Page 13
SECTION V.
EVALUATION OF RESULTS
This Limited Phase II was performed in order to evaluate recognized environmental conditions
(RECs) identified in a Phase I ESA report issued by PEI in August 2011.
A geophysical survey of select exterior areas of the subject property evaluated the property for
current or past large buried metallic anomalies (e.g., USTs) and found no evidence of unidentified
anomalies or USTs.
Down hole and soil sample PID readings were measured to be 1.0 ppm or Iess in every instance.
Multiple background ambient air readings resulted in measurements that were usually 0.0 ppm
but "peaked" at 0.2 ppm.
The laboratory results of soil matrix samples collected from 9 soil borings show that there are no
VOC or TPH concentrations above laboratory detection limits anywhere soil matrix samples were
collected. The data are presented in Table 1 below:
TABLE 1 - ANALYTICAL RESULTS
g
X.7,Q p
r..,
, r .,
ND <10
i li' 1`r` .r
y� ka7q�.4
t It ::
., ��{i">tf7qs �;
s ♦Li j3 a g gn
,+' *,f
�e
" "`�:?�•+ ¢'
s "
ND <10
ND <10
ran < 0.005 to 0.02
ND <10
ND <10
ND <10
ND < 0.005 to 0.02
014
y�
ND <10
ND <10
ND < 0.005 to 0.02
ND <10
ND <10
ND <10
ND < 0.005 to 0.02
ND <10
ND <10
ND <10
ND < 0.005 to 0.02
I }; a
ND <10
ND <10
ND <10
ND < 0.005 to 0.02
7�� ,
ND <10
ND <l 0
ND <10
ND < 0.005 to 0.02
B= $raf�Q`r
.: s �.,..
ND <1 Q
ND <10
ND <10
ND < 0.005 to 0.02
.... ...M�
ND <I0
ND <10
ND <10
ND < 0.005 to 0.02
4AJ
,�=
ND <10
ND <10
ND <10
ND < 0.005 to 0.02
.,
ND <10
ND <10
ND <10
ND < 0.005 to 0.02
ND <0.005 = Not Detected above laboratory detection limits. N = not defined
mg/Kg = milligrams per kilogram = parts per million.
C4 -C 10 = gasoline range
C11 -Cl2 = diesel range
C23 -C35 = oil range
Limited Phase Il Environmental Site Assessment Report Pinnacle Environmental, Inc,
80034 1h Street, Bakersfield, CA 93301 Page I 1
W
SECTION IV.
FIELD ACTIVITIES
A. UST SYSTEM INTEGRITY TESTING
PEI retained the services of a Confidence UST Services, Inc. (CUSI), a California licensed UST
integrity testing firm to assess the general compliance and integrity of the current UST systems.
CUSI's scope of work generally included: secondary containment testing (e.g., tank annular,
piping sump, piping, dispenser sump); precision test 3 USTs /lines and dispenser; annual monitor
certification; leak detector testing; vapor recovery testing with dispensers. The CUSI report will
be submitted under separate cover from this subsurface investigation report.
B. HEALTH AND SAFETY PLAN
A site - specific Health and Safety Plan (HASP), compliant with the requirements of 29 CFR Part
1910.120, 8 CCR 5192, and the EPA Standard Operating Safety Guides for Hazardous Waste
Operations (1986) was developed by PEI prior to field activities. Based on the conditions of the
site, the expected levels of constituents present in the soil, and the type of work performed, all
activities were conducted in Level D Personal Protective Equipment (PPE). The HASP provided
the requisite details and guidance. All PEI employees involved in field work at this site
previously completed the required 40 hours initial training, had maintained qualification through
annual refresher training, are under a program of medical monitoring, and are certified to wear
respiratory protection, as specified in 29 CFR part 1910.134 and 8 CCR 5144. The site safety
officer conducted a tailgate safety meeting prior to the start of drilling activities. PEI retains the
signed Health and Safety Plan in the project file.
Underground Service Alert (USA aka Dig Safe) was contacted on August 24, 2011. The Dig
Alert ticket number was #274812.
C. DRILLING METHODS
PEI obtained the drilling services of Interphase for the September 9, 2011 field work to obtain the
soil matrix samples at the Site, with a Geoprobe® 6600. The field work was accomplished in one
field day. Weather at the time of the drilling was a warm temperature of about 90 °F.
The proposed scope included 8 soil matrix sample locations. However, due to field conditions
and available time, one additional assumed "background" boring was completed (see Figure 3,
Appendix A). Two borings (B -1 and -2) were located adjacent to a three -stage clarifier
associated with the carwash. One boring (B -3) was placed adjacent to the former location of a
waste oil UST. One boring (B -4) was placed at an assumed background location. Based upon
historical research (Pinnacle, 2011), this boring location is away from previous or current site
activities. Two borings (B -5 and B -6) were located adjacent to the pump islands. Soil borings B-
7, -8, and -9 were located on three sides of the UST farm.
Limited Phase II Environmental Site Assessment Report Pinnacle Environmental, Inc.
800 34" Street, Bakersfield, CA 93301 Page 9
similar to the gradient at the Site. However, the local groundwater may be influenced by several
factors, and may not conform to the reported nearby pattern.
E. SUMMARY OF PREVIOUS INVESTIGATIONS
Previous environmental documentation concerning the subject property includes a Phase I
Environmental Site Assessment prepared by Envirodox for United Central Bank dated August 19,
2009. That report concluded the following (directly excerpted):
The following historical recognized environmental conditions (HRECs) were
identified in connection with the property:
Based on the historical records, an auto repair service with two hydraulic lifts
operated on the subject property from 1970 until the hydraulic lifts were removed
and auto repair ceased in 1999. The former auto repair area was renovated into the
current mini mart area in 1999. Subsurface condition in the former auto repair area
cannot be identified due to lack of historical investigation records, however, based on
year of building renovation in 1999, possible discoloration or visible contamination
(from hydraulic tank leak or surface leak) present at the time of the hydraulic lift
removal, soil excavation, and backfll must have been encountered and reported to
government official within the permit and field inspection process. No records of
violation, on -site contamination, were found during the years of auto repair
operation.
No further action or subsurface investigation is recommended for the property at this
time.
The Envirodox report references an October 31, 2001 Phase l ESA that was completed by ADR
Environmental Group (ADR) for the owner of the subject property, Ms. Lina Yoo. The Envirodox
report provided the following review of the ADR report (directly excerpted):
Based on the ADR's review of available historical information, the subject property
was historically agricultural land until approximately 1941 when a portion of a
military barracks installation was constructed on the subject property and properties
to the north and west of subject property. A gas station was constructed in 1970. The
carwash was installed and the auto service bays including hydraulic lifts and
associated piping were removed in 1999. ADR recommended that all suspect asbestos -
containing materials should either be presumed to contain asbestos or adequate
rebuttal sampling should be conducted by an HERA accredited building Inspector
prior to renovation, including maintenance, or demolition if these activities will
disturb the material(s).
Limited Phase Il Environmental Site Assessment Report Pinnacle Environmental, Inc.
800 34`h Street, Bakersfield, CA 93301 Page 7
SECTION 111.
GENERAL, SITE DESCRIPTION
This section provides a brief description of the site, the physical setting of the site and vicinity,
and a summary of previous environmental investigations.
A. DESCRIPTION OF SITE AND VICINITY
The Site consists of an approximate 0.72 -acre parcel of land, occupied by a 3,000 square -foot,
single -story retail building, four double -sided gasoline dispensers covered by a large free-
standing canopy, and a drive - through carwash. The underground storage tank (UST) system
consists of three 10,000- gallon capacity USTs which were reportedly installed in 1988. The Site
is Iocated at the northwest corner of the intersection of 34th Street and Q Street within a
commercial area.
The Site is located at the northwest corner of the intersection-of 34th Street and Q Street within a
commercial area. The subject property location is shown on Figures 1 and 2 in Appendix A. The
property is bordered by the following:
North: Immediately by a parking lot (for the western adjoining commercial building),
then by a commercial -use property occupied by medical offices (3551 Q
Street), then by a commercial -use property.
East: Immediately by Q Street, then by a commercial -use property occupied by a
convalescent home (Life House Retirement Property, 730 34th Street).
South: Immediately by 34th Street, then by a gas station (Fastrip Gas, 805 34th Street)
and commercial building (Medi -Stop, 815 34th Street), then by residential -use
property.
West: Immediately by two -story commercial -use property (medical -use tenants, 820
34th Street), then by commercial -use property. The Site is located at the
northwest corner of the intersection of 34th - Street and Q Street within a
commercial area.
The site location map is provided as Figure 1 adapted from on -line versions of the OildaIe, CA
Map (dated 1973). An aerial photograph site diagram is provided as Figure 2. A site diagram
showing soil boring locations is provided as Figure 3. All these figures are included in
Appendix A.
Limited Phase II Environmental Site Assessment Report Pinnacle Environmental, Inc.
800 34 "' Street, Bakersfield, CA 93301 Page 5
SECTION II.
SCOPE OF WORK & LIMITATIONS
A. PURPOSE
The purpose of this Limited Phase II is to assess RECs identified in an August 2011 Phase I ESA
conducted by PEI on the subject property. The objective of this Limited Phase II Site Assessment
is to collect and quantitatively analyze original samples of soil in such a manner as to reduce
uncertainties about the physical and chemical characteristics of this media in limited areas. The
boring locations were selected to identify areas of potentially unknown impact from the current
subject property operations (e.g., USTs, dispensers).
B. SCOPE OF WORK
Based on information available to PEI, the following scope of work was proposed:
I. Preparation of PEI Health and Safety Plan and notification of Dig Alert/Underground
Service Alert (USA).
2. PEI will meet with someone knowledgeable about the property, if available, in an effort to
identify on -site utilities. In addition, a private on -site utility locating firm (e.g.,
geophysical survey) will be retained in an attempt to delineate the on -site USTs, and
locate metallic utilities for the proposed boring locations.
3. Drilling of up to eight (8) exterior soil borings. Six borings will be completed up to 30-
feet below ground surface (bgs) and two (2) borings will be completed up to 10 feet bgs
using direct push technology (e.g., Geoprobe). Borings will be located based upon
information provided within the Phase I information, visual observations, and geophysical
data. Based on field conditions, PEI completed one additional boring for background
analysis.
4. Initial laboratory analyses of up to fourteen (14) soil samples (depending on field
observations) and based upon those results, potential analysis of additional samples with
Client approval.
5. UST Integrity Testing - PEI will retain the services of a UST integrity testing firm to
assess the general compliance and integrity of the current UST systems. Proposed work
generally includes: tank integrity testing, product line and leak detector testing, vapory
recovery testing, SB 989 spill containment testing, and annual monitor certification.
6. Report preparation by PEI.
The purpose of this proposed limited subsurface screening investigation is to evaluate whether the
subsurface in limited areas at the subject property has been impacted by VOCs and /or TPH. Sub-
surface soil sampling was proposed for this limited scope screening investigation. Groundwater
and soil vapor sampling were not included in this investigation. Disposal of aforementioned
hazardous materials was not included as part of this assessment.
Limited Phase II Environmental Site Assessment Report Pinnacle Environmental, Inc.
800 34* Street, Bakersfield, CA 93301 Page 3
TABLE OF CONTENTS
I. INTRODUCTION ........................................................................................ ..............................2
I1. SCOPE OF WORK & LIMITATIONS ....................................................... ............................... 3
A. PURPOSE ............................................................................................................. ..............................3
B. SCOPE OF WORK ............................................................................................... ..............................3
C. LIMITATIONS ..................................................................................................... ..............................4
III. GENERAL SITE DESCRIPTION ................................................................ ..............................5
A. DESCRIPTION OF SITE AND VICINITY ......................................................... ..............................5
B. PHYSIOGRAPHIC AND TOPOGRAPHIC CONDITIONS..: .......................................................... 6
C. LOCAL AND SITE GEOLOGY ........................................................................ ..............................6
D. LOCAL AND SITE HYDROGEOLOGY ....... ...............................
E. SUMMARY OF PREVIOUS INVESTIGATIONS .............................................. ..............................7
IV. FIELD ACTIVITIES ................................................................................... ............................... 9
A. UST SYSTEM INTEGRITY TESTING ............................................................... ..............................9
B. HEALTH AND SAFETY PLAN ......................................................................... ............................... 9
C. DRILLING METHODS ....................................................................................... ............................... 9
D. SOIL MATRIX SAMPLING .............................................................................. ..............................1 Q
V. EVALUATION OF RESULTS ................................................................... .............................11
VI. CONCLUSIONS AND RECOMMENDATIONS ...................................... .............................12
VII. REFERENCES ............................................................................................ .............................13
VIII. STATEMENT OF THE ENVIRONMENTAL PROFESSIONALS ........... .............................14
Appendix:
A: Figures
Figure 1 — Topographic Map
Figure 2 - Aerial Site Map
Figure 3 — Soil Boring Location Map
B: Boring Logs
C: Analytical Report & Chains of Custody