HomeMy WebLinkAboutSITE ASSESSMENT CONTINUATION REP. 4/14/2000I
SOILS ENGINEERING, INC.
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I SITE ASSESSMENT CONTINUATION REPORT
For ' ~
I Schwebel Petroleum CompanY
900 Sacr.amento St.
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Bakersfield, California
Prepared For:
Schwebel Petroleum Company
900 Sacramento St.
Bakersfield, California
File No. 99-9015
Prepared By:
Soils Engineering, Inc.
4700 District Blvd.
Bakersfield, CA. 93313
April, 2000
4700 DISTRICT BLVD. ' BAKERSFIELD, CALIFORNIA 93313 ' PHONE (661) 831-5100 ' FAX: (661) 831-2111
SOILS ENGINEERING, INC.
April 11, 2000 File Number 99-9015
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Mr. Howard Wines
Bakersfield City Fire Dept.
Office of Environmental Services
1715 Chester Ave.
Bakersfield, CA., 93301
Subject:
Site Assessment Continuation Report
Schwebel Petroleum Company Bulk Plant
900 Sacramento St.
Bakersfield, CA.
Mr. Wines:
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This Site Assessment Continuation Report (Report) is submitted by Soils Engineering, Inc. (SEI)
following the completion of field activities and the receipt of analytical results of soil samples
collected. The work was conducted in accordance with a Site Characterization Workplan
(Workplan) Addendum (SEI, February 18, 2000) and in response to a letter dated January 26,
2000 from the Bakersfield Fire Department Office of Environmental Services (BFDES). This
Report describes the work conducted at the former underground storage tank (UST) areas
located at the subject site (see Plate 1 for Location Map) to further investigate and characterize
the Eastern extent of petroleum contamination. SEI advanced 2 slant soil borings, located
approximately 10 and 65 feet to the Northeast of soil boring B3, to collect soil samples for
chemical analysis. This Report includes; a description of field procedures conducted, analytical
results, cross-sections, and conclusions and recommendations for the site.
BACKGROUND
On August 4, 1998 BC Enterprises (BCE) removed one (1) 550-gallon waste oil UST and on
May 7, 1999 BCE removed six (6) 6,000 gallon UST's. Elevated petroleum hydrocarbons were
detected in soil samples collected beneath the waste oil UST and beneath the product pipeline
extending from the 6 UST's to the northern and eastern dispensers and at the eastern end of the
east-central tank (sample TK-3). The UST's evidently contained motor oils, gasoline, diesel, and
mineral spirits over the period of operation. The BFDES requested additional site
characterizations be conducted beneath the former waste oil UST and the former 6,000 gallon
UST's to determine the lateral and vertical extent of the petroleum release. SEI advanced 1 soil
boring in the area of the former waste oil tank and 5 soil borings to depths ranging from 35 feet to
81 feet in the area of the former underground storage tank (UST's) areas and collected soil
samples for chemical analysis in order to determine the lateral and vertical extent of the petroleum
release. SEI's fmdings were submitted in a report to the BFDES dated October 28, 1999. In a
4700 DISTRICT BLVD. ° BAKERSFIELD, CALIFORNIA 93313 ° PHONE (661) 831-5100 ° FAX: (661) 831-2111
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Site Assessment Continuation Report
900 Sacramento St.., Bakersfield, CA.
Schwebel Petroleum Co.
SOILS ENGINEERING, INC.
File Number 99-9015
April 4, 2000
Page 2
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letter dated January 26, 2000, the BFDES requested a workplan addendum to further characterize
the Eastern extent of the petroleum contamination.
The Department of Toxic Substance Control (DTSC) is the lead agency for the closure of the
former waste oil tank which was part of a Hazardous Waste Storage area. A separate Site
Characterization & Closure Plan for the former waste oil tank has been prepared.
SCOPE OF WORK CONDUCTED
Drilling of 2 Slant Soil Borings
SEI utilized an SEI owned and operated Hollow-stem auger drill rig to advance 2 soil borings at a
25-degree angle to depths ranging from 50 to 65 feet below ground surface (bgs) at locations
shown on the attached Plot Plan. Soil boring B-7 was placed approximately 10' to the North of
soil boring B-3 at the eastern edge of the 6 former 6,000 gallon UST's and their associated
product piping and angled drilled south-easterly to a depth of 65' bgs. (58' bgs. vertical). The
estimated horizontal displacement of boring B-7 was 27.5' to the southeast. Soil boring B-8 was
placed on the northern edge of the above ground storage tank (AST) area, proximal to the
Southeast corner of the loading pad, approximately 65 feet Northeast of B-3 and advanced at a
25-degree angle to the south to a depth of 50' (45' bgs. vertical). The estimated horizontal
displacement of boring B-8 was 21' to the south. A California registered geologist supervised the
drilling process. Soil samples were collected at 5 to 10 foot intervals and evaluated in the field for
petroleum hydrocarbons (staining and odor), soil type and photo-ionization detector (PID)
readings. A soil sample from each sampling interval was sealed, labeled and placed in an iced
cooler. See Plate 2 for soil boring locations and lateral displacement.
The augers were steamcleaned between borings and the sampling equipment decontaminated
between sampling intervals to prevent cross-contamination.
The soil borings were backf'illed with boring cuttings and capped with 2' of concrete.
Analytical Testing
Selected soil samples from the soil borings were analyzed for Total Petroleum Hydrocarbons as
gasoline (TPHg), Total Petroleum Hydrocarbons as diesel (TPHd), and for benzene, toluene,
ethylbenzene, and total xylenes (BTEX), and MTBE at a state certified analytical laboratory. In
addition soil sample B7-40' was analyzed for volatile organics by EPA Method 8260.
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Site Assessment Continuation Report
900 Sacramento St.., BakersfieM, CA.
Schwebel Petroleum Co.
SOILS
ENGINEERING, INC.
File Number 99-9015
April 4, 2000
Page 3
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FINDINGS
Soil Characteristics
Soil encountered in the 2 soil borings conducted at the site in general consisted of poorly graded
sand (SP) to well graded sand (SW) to a depth of approximately 25' to 30' bgs. underlain by
Clayey to Sandy Silt (ML) to the total depths of each soil boring. Silty Sand (SM) was observed
from 40' to 45' in boring B-8.
Moderate to strong petroleum stained soil was encountered in bOring B-7 from 5' to 40' bgs.. No
petroleum staining was present in the soil from borings B-8. A slight Petroleum odor was evident
in soil boring B-8 from 20' to 45' bgs.. Below a depth of 30' bgs. the petroleum odor (if present)
was predominately solvent-like (mineral spirits). The highest PID readings (over 1000 ppm) were
recorded in boring B-7 from 20' to 50' (45' bgs. vertical). The highest PID reading in boring B-8
was 900 ppm at a depth of 20 feet.
See attached Boring Logs in Appendix B and Cross-section (Plate 3) for more detail.
Analytical Results of Soil Samples
The analytical results of the selected soil samples analyzed from the soil borings are presented on
Table 1. The analytical results indicate significant petroleum hydrocarbons are present from 15'
to 60' at soil boring B-7 and from 15' to 40' at boring B-8. Elevated benzene concentrations
were reported in soil samples B7-40' (9.28 ppm) and B7-50' (1.3 ppm). Benzene was not
detected in any of the samples analyzed from soil boring B-8. Toluene, Ethyl Benzene and
Xylenes were detected in all but two soil samples from soil boring B-7, ranging from 0.3 ppm to
1,320 ppm. MTBE was not detected in any of the soil samples analyzed by EPA Methods 8020
and 8260. See attached analytical reports in Appendix A.
CONCLUSIONS
Based on field observations and soil sample analytical results SEI concludes the following:
1) Petroleum hydrocarbons are present in the soil from 30 to 60 feet bgs. at soil boring B-2 in the
central area of the former UST's, from 30' to at least 40' bgs. at B-3, from 20' to
approximately 35' bgs. at B-5, from 15' to 54' (vertical) at B-7 and from 20' to 40' at B-8.
See Plate 3A and 3B for hydrocarbon plume cross-sections. The lateral extent of the
petroleum hydrocarbon plume is approximately 100' in diameter east-west and 40' north-
south. The benzene plume is approximately 70' east-west by 20' north-south.
2) The eastern extent of the petroleum hydrocarbon plume extends to at least the horizontal
displacement of boring B-8, but is of less vertical extent (<40' bgs. vertical) and at decreasing
concentrations.
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Site Assessment Continuation Report
900 Sacramento St.., Bakersfield, CA.
Schwebel Petroleum Co.
SOILS ENGINEERING, INC.
File Number 99-9015
April 4, 2000
Page 4
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3) Benzene concentrations in soil samples were highest at a depth of 50' at boring B-2 at 12.8'
ppm.
4) The majority of the petroleum hydrocarbon plume is apparently mineral spirits, which is
reported as TPHd in the analytical reports. The highest TPHd result is 23,600 ppm at 50' in
boring B-2.
5) No MTBE concentrations were reported in the contaminated soil samples B3-30' and B7-40'
analyzed by EPA Method 8260. MTBE concentrations reported by EPA Method 8020 are
not as reliable as results utilizing EPA Method 8260.
6) Hydrocarbon stained soil is present between approximately 15' to 30' bgs. in borings Bo2, B-
3, B-5 and B-7.
7) No significant petroleum hydrocarbons are present at borings B-4 and B-6 to a depth of 35'
and 40' bgs., respectively.
8) Depth to groundwater in this area as reported by the Kern County Water Agency is
approximately 220' bgs. or approximately 160' below the base of the TPHd plume at B-2.
9) The nearest public drinking water well (currently inactive) is over 500' north (upgradient) of
the site.
REMEDIAL ALTERNATIVES
The following remedial alternatives are presented for the site.
Natural Attenuation
The petroleum hydrocarbon plume extends to a depth of approximately 54' to 60' bgs. in the area
of borings B-2 and B-7 (with southeastern horizontal displacement). With the depth of
groundwater reported at 220' bgs. there is approximately 160' of soil buffer zone between the
base of the hydrocarbon plume and the unconfined aquifer beneath the site. It is highly unlikely
that the petroleum hydrocarbon plume will ever migrate to the groundwater. The nearest drinking
water well (California Water Service Station 78-01) to the plume area is over 500' north
(upgradient) and completed in a zone hundreds of feet deeper than the base of the plume. The
source of the petroleum hydrocarbon plume, the former UST's and solvent dispenser, have been
removed and will not continue to add to the plume. The levels of benzene are low in the soil
especially in the top 30' bgs. (all ND), with the likely elevated cancer risk to the on-site
employees very low. If the petroleum hydrocarbons are left in-place they will continue to bio-
degrade over-time further reducing any current environmental risks. The hydrocarbon plume does
not appear to be a significant threat to the groundwater beneath the site or to on-site workers.
As part of this remedial action alternative SEI recommends an asphalt cover be placed over the
former UST area to prevent water infiltration and minimize the potential for the hydrocarbon
plume to migrate deeper. If necessary, a detailed Risk Assessment will be prepared fully
evaluating the risks to the groundwater and to on-site workers. Costs for this alternative are less
than $10,000. SEI recommends this remedial alternative.
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Site Assessment Continuation Report
900 Sacramento St.., Bakersfield, CA.
Schwebel Petroleum Co.
SOILS ENGINEERING, INC.
File Number 99-9015
April 4, 2000
Page 5
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Excavation of Petroleum Hydrocarbon Plume
The petroleum hydrocarbon plume extends to a depth of approximately 60 feet bgs. near boring
B-2, B-3 and B-7 and is in an area between the railroad tracks to the south and the aboveground
tanks to the east. An excavation to a depth of 60' bgs. with a diameter of at least 70' in the area
of borings B-2, B-3, and B-7 would not be feasible. The stability of the aboveground tanks and
pumps to the east would be compromised and the railroads tracks to the south may be impacted
by an excavation of this extent. Estimated cost for this type of excavation with extensive shoring
of the sidewalls on the east and south would be well over $150,000. Based on the above
information this remedial alternative is not recommended for this site.
Vapor Extraction of Petroleum Hydrocarbons
The petroleum hydrocarbon plume at the site may be removed by the remedial alternative vapor
extraction. This would involve the installation of multiple vapor extraction wells (at least 7) to
depths of 40' to 60' bgs. in the area of soil borings B-2, B-3, B-5, B-7 and B-8. Since there is a
great deal of silt from 25' to 35' and 40' to 80' it may be difficult to extract the plume cost
effectively by vapor extraction. A vapor extraction pilot test (VET) would be performed on the
vapor extraction wells (VEW's) to determine the effectiveness of vapor extraction at this location
and to determine the appropriate flow rates, size and type of vapor extraction unit. If the VET
shows that vapor extraction would be effective at the site, an authority to construct (ATC) permit
would be acquired from the Kern County air pollution control district (APCD). Once the ATC
permit is approved, vapor extraction piping connecting the VEW's to the vapor extraction system
would be installed. Operation and maintenance of the vapor extraction system would be
conducted for approximately 6 to 12 months. After vapor concentrations have been reduced
significantly, confn'mation soil borings (at least 3 to 60' bgs.) would be drilled with collected soil
samples analyzed for TPHg, TPHd, and BTEX to evaluate the reduction of the petroleum
hydrocarbons in the soil after vapor extraction. If the analytical results indicate a significant
reduction in the soil closure of the site would be recommended. Estimated cost for the
installatisn and operation of a vapor extraction system for a period of 1 year would be $90,000 to
$120,000.
RECOMMENDATIONS
SEI recommends the implementation of the natural attenuation remedial alternative with the
placement of an asphalt cap over the majority of the in-place petroleum hydrocarbon plume.
SEI recommends that remedial alternatives for the former waste oil tank area be included in a
separate report to the DTSC. A copy of this report and closure plan will also be submitted to the
BFDES.
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SOILS ENGINEERING, INC.
Site Assessment Continuation Report File Number 99-9015
900 Sacramento St.., Bakersfield, CA. April 4, 2000
Schwebel Petroleum Co~ ~ Page~6
Please call Soils Engineering, Inc. at (661) 831-5100 if you have any questions concerning this
Report.
Sincerely,
Robert J. Becker, R.G., REA II ~\n',t~£x/>.o~,o :~._/~,/i
E nviro nme nt al Division Manager
Enclosures: Table 1, Current Analytical Results of Soil Samples
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Table 2, Historical Analytical Results of Soil Samples
Location Map, Plate 1
Plot Plan, Plate 2
Cross-section A-A', Plate 3A
Cross-section B-B', Plate 3B
Appendix A: Analytical Reports
Appendix B: Boring Logs
TABLE 1
CURRENT SOIL ANALYTICAL RESULTS
Schwebel Petroleum Company - Bulk Plant
900 Sacramento Street, Bakersfield, CA.
Sample Sample MTBE Benzene Toluene Ethyl Xylenes TPHg TPHd 8260
Benzene Volatile Organics
No. Date (ppb) (ppb) (ppb) (ppb) (ppm) (ppm)
(ppb) (ppb)
B7-20' 3/10/00 ND ND ND 13,200 85,200 1,530 2,650 NA
B7-30' 3/10/00 ND ND ND 27,000 178,000 2,090 5,970 NA
B7-40' 3/10/00 ND 9,280 340,000 204,000 1,320,000 8,590 4,200 *Napthalene = 10,500
B7-50' 3/10/00 ND 1,320 18,500 11,500 74,100 639 ND NA
B7-60' 3/10/00 ND ND 3,870 10,900 72,600 808 ND NA
B7-65' 3/10/00 ND 73.4 394 320 2,550 23.7 ND NA
B8-20' 3/10/00 ND ND ND 334 6,750 270 9,600 NA
B8-30' 3/10/00 N D N D N D 322 6,330 249 8,900 NA
B8-40' 3/10/00 ND ND ND ND ND 275 2,180 NA
B8-50' 3/10/00 ND ND ND ND ND ND ND NA
Notes: ppb = parts per billion(ug/I or ug/kg), ppm = parts per million (mg/I or mg/kg), MTBE = Methyl Tertiary-Butyl
Ether, NA = Not Analyzed, * = Analyzed by EPA Method 8260
TABLE 2
HISTORICAL SOIL ANALYTICAL RESULTS
Schwebel Petroleum Company - Bulk Plant
900 Sacramento Street, Bakersfield, CA.
Ethyl
Sample Sample TRPH TPHg TPHd Benzene Toluene Benzene Xylenes MTBE 8260 Volatile
No. Date (ppm) (ppm) (ppm) (ppb) (ppb) (ppb) (ppb) (ppb) CAM 17 Metals Organics (ppb)
B1-10' 9/1/99 13000 615 24400 <5 6.79 1130 16600 <10 No Elevated PCE=105
B1-15' 9/1/99 1100 <10 1590 <5 <5 <5 <15 <10
B1-20° 9/1/99 3100 <10 3840 <5 16 <5 <15 20.7
B1-30' 9/24/99 <50 <10 <10 <5 <5 <5 <15 <10
B1-40° 9/24/99 <50 <10 <10 <5 <5 <5 <15 <10
B2-20' 9/1/99 <50 < 10 <10 <5 <5 <5 <5 36.5
B2-30' 9/1/99 4100 55.9 6760 <200 <200 <200 3340 <1300
B2-45' 9/1/99 2100 665 13400 4350 <280 933 <550 <1800
B2-50' 9/24/99 17000 3460 23600 12800 <950 <950 <1900 <6400
B2-65° 9/24/99 <50 <10 <10 <5 <5 <5 <15 <10
B2-75' 9/27/99 <50 <10 <10 <5 <5 <5 <15 <10
B2-81' 9/27199 <50 <10 <10 <5 <5 <5 <15 <10
B3-15' 9/2/99 <50 < 10 < 10 <5 <5 <5 20 96.6
B3-25' 9/2/99 <50 <10 <10 <5 <5 5.15 37.1 1900
B3-30' 9/2/99 NA NA 2080 142 160 17900 104940 *<5 See BTEX&MTBE
B3-40° 9/2/99 800 1330 1560 657 11800 13200 68000 <1500
B4-15' 9/2/99 <50 <10 <10 <5 <5 <5 <15 <10
B4-25' 9/2/99 <50 <10 <10 <5 <5 <5 <15 <10
B4-35' 9/2/99 <50 <10 <10 <5 <5 <5 <15 <10
B5-20' 9/2/99 230 <10 492 <5 <5 <5 <15 27.9
B5-30' 9/2/99 3000 14 4290 <20 <20 <20 6260 <42
B5-40' 9/2/99 <50 <10 <10 <5 <5 <5 <15 <10
Page 1
Ethyl
Sample Sample TRPH TPHg TPHd Benzene Toluene Benzene Xylenes MTBE 8260 Volatile
No. Date (ppm) (ppm) (ppm) (ppb) (ppb) (ppb) (ppb) (ppb) CAM 17 Metals Organics (ppb)
B6-30° 9/2/99 <50 <10 <10 <5 <5 <5 <15 <10
B6-40' 9/2/99 <50 <10 <10 <5 <5 <5 <15 <10
ROB-1 9/2/99 2300 <38 2130 <5 7.09 30 505 *<10 No Elevated, pH=8.0 See BTEX&MTBE
B7-20° 3/10/00 NA 1,530 2,650 ND ND 13,200 85,200 ND
B7-30' 3/10/00 NA 2,090 5,970 ND ND 27,000 178,000 ND
B7-40' 3/10/00 NA 8,590 4,200 9,280 340,000 204,000 1,320,000 ND *Napthalene = 10,500
B7-50' 3/10/00 NA 639 ND 1,320 18,500 11,500 74,100 ND
B7-60' 3/10/00 NA 808 ND ND 3,870 10,900 72,600 ND
B7-65' 3/10/00 NA 23.7 ND 73.4 394 320 2,550 ND
B8-20' 3/10/00 NA 270 9,600 ND ND 334 6,750 ND
B8-30' 3/10/00 NA 249 8,900 ND ND 322 6,330 ND
B8-40' 3/10/00 NA 275 2,180 ND ND ND ND ND
B8-50' 3/10/00 NA ND ND ND ND ND ND ND
Notes: ppb=parts per billion(ug/I or ug/kg),ppm=parts per million(mg/I or mg/kg), MTBE=Methyl Tertiary-Butyl Ether, NA = Not Analyzed
PCE = Tetrachloroethene, * = Analyzed by EPA Method 8260
Page 2
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Location & Hospital Map
Schwebel Petroleutn Co.
I 900
Sacramento, Bakersfield, CA.
SOILS ENGINEERING. INC.
File No. 99-9015
July, 1999
Plate 1
N
~T
Road
GARZA ELEI~
SCH
SIEF
,IR.
St.
PLATE 1
LOCATION & HOSPITAL MAP
Schwebel Petroleum Co.
900 Sacramento,
Bakersfield, CA
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Small
AST's
Containing
Oil or
Empty
Electric
Panel For
Product Pumps
'"'~'~'~--,.,~.~_ Main Electrical Panel
~"'"'"~'~'"~~ Steam Cleaner
,'~\WAREF~[~.'~'~"~'"~'~ I--;; .';' ge Area
.,,-,,Concrete ,~,~,~,~,~,. Hydraulic Asphalt
Barrel Hoist
-2' High Block Wall
Former 500 gal
Waste Oil Tank
.~,Barrel ~"~ormer
i'i'C'ag'~B~l .......... Solvent
2' Hig
~~'~",~Plant Office
Prod
Pumps ~
~ck Fill Stand G
---~ Diesel & Gas a
Pum - ' ~
Disenser t
"AST's
I-2 B-3
Empty 55-Gallon Drums
LEGEND
~ Slant Boring (25-Degree)
· Soil Boring
Basin 2200 gallon Foamer Tank
6' High Block Wall
0' 20' 4~'
I I Railroad Tracks
Approx. Scale
S
a
c
r
a
m
e
n
t
O
S
t
r
e
e
t
Line
- 25k Red Carb Diesel
#2 - 25k Aviaion Gas
~¢3 -25k 87 Octane Gas
#4 - 25k Red Diesel
#5 - 12k Solvent(Min, Spirits)
6 = 25k Clear Carb Diesel
#7 - 12k 92 Octane Gas
#8 - 10k Xysella 40 Oil
~i9 - 10k 15w.4Ow Oil
SOILS ENGINEERING, INC.
4700 District Blvd.
Bakersfield, CA 93313
PROJECT NUMBER: 99-9121
SCHWEBEL PETROLEUM COMPANY
900 Sacramento Street
Bakersfield, CA
Plot Plan
PLATE
2
South
A
B-4
B2
Solvent Dispenser
B5
UST Excavation,
approximate
North
B6 A'
<10
:<0.005
Silt~
<50
:<10
i<10
Estimated
Extent Of
TRPH,
TPHg, TPHd
Plume
Silty Sand
iSi!ty
SOILS ENGINEERING, INC.
4700 District Blvd.
Bakersfield, CA 93313
!Clayey
..... ~..~:~'.
Estimated
of
Benzene
Plume
<5O
<10
<10
<0.005
<50
<10
<10
<0.005
SM
Gravel
0 5 10
1 inch = 10 feet
Vertical and Horizontal
EXPLANATION
Boring
Field ..LLab Result
PID I~TRPH
ReadingS- TPHg
in ppm ! TPHd
/ Benzene
~ Gravel in ppm
D Sand
~ Silty Sand
~ Silt
~ Clayey Sand
Schwebel Petroleum Company
900 Sacramento St.
PLATE
Bakersfield, California
PROJECT NUMBER: 99-9015 Cross Section A - A' page 1 of 1
WEST B7 is Slant boring 25 deg. B8 is Slant boring 25 deg. EAST
from vertical, SE orientation, from vertical, S orientation, B'
S B-2 B-3B-7 27.5' horizontal displacement B-$ 21' horizontal displacement
iiiiiii~!!!!ii~i~i!iiiiii~i~iiiiiii!?from vertical, directly South, 21'
<ooo5 ........................................... ~:~:~:~:~:i:i:i:iii!!i~i~!ii!!ii iiiiiiiiiiiiii!: ~:!:~:i:~ .......................... · .............................................. ~:~:i:i~iiii~ii~iiii!~f:~iiiii:?~i~iiiiiiiiiiiii~i~:i::iii::!i~i~i!i!~!iiiiiiiiii!~i!~i ~iiiiiiiiii~iiiiiiii ~f?/:i?:iii::!if???/:!iiiiiiiiiiiiiiiiii
' <50 ..... '"' ;;:':':':':':';':':':':':':':':'::i:i:i:!:i:!::i:~:!:~:!iiiii!i!i~ iiiiiiii!~i~iiiiiiiii
60 <10 ~ '"' :::::i:!:!:!:~:i:i :::::::::::::::::::::::::::::::::::
<10 I ....................... ' ............. i~X'":~:~:~:~:~:~:~:~:~:~:~ ....... 9 Est mated
, ...... E~ent Of~'~ ~ ~ 550 ~4, ~:~:~:~:~:~ .
30-r '~~ ~i~ ~~ ~ ~~~ /~ TPHg&
~ ~.~ ~~ ~~ ~ ~ ~ ~ ~ TPHd Plume
850 ~~~~J ~ ~'~~~0 ~;~~ ~ ~ ~ ~550 ~~ >100
~.... ............... / .:: ~:~:::::~: ::::~
1390' ~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~ ......~ ~-
:':':':':'~'~ :::::::::::::::::::::::::::: .... ' .~: :~:::~ ~ ~1~
50- 100~ ~ ~ ~~~ ~ -- EXPLANATION
~ ~ ~ ~~ ~ ~ ~ Field ~Lab Resu~
~ ~ ~ I ~~ PID ~TRPH
70 el
200~ ~ Sand Benzene ~ Sand
80- ~,,~ 0 7.5'
~.~s ' ~ ~ Clayey Sand
1 inch = 15 feet
SOILS ENgINeERINg, INC. Schwebel Petrole.~ Compa,y
47~ ~istrict Blvd. 900 Sacramento St. 3B
Bak,~fi~ld, c~ ~1 ~ Bakorsfiold, California
~O~CT ~U~: ,~ fiaSt - Wost Cross S~etion B - B' paso
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SO ILS
Appendix A
Analytical Laboratory Reports
ENGINEERING, INC.
ZALCO LABORATORIES, INC.
4309 Armour Ave.
Bakersfield, California 93308
(805) 395-0539
Fax (805! 395-3069
Company Name
Chain of Custody Record
Pro~ect Title
Ice Chest #
Phone #
Results
FAX#
Address
Lab #
Date Type**
Sampled Sampled See Key Below
030
Report Attention
I
Employed by:
Legal Sample Description
Containers
# Type*
II1§
~: ~o
-f- t(O .,
$8. 2. O
Page
Turnaround Time: zapco Lab #
[] RUSH By:.
[] E.~.pedited (1 Week) Field Log #
l~l~outine (2 Weeks) Work Order #
NOTE: Samples are discarded 30 days after results are reparted un,sa other arrangements are made.
Hazardous samples will be returned to client or disposed of at clients expense.
VVhite - Office Copy Yellow - Lab Copy
· ;3.-/<3- o1
I I
* G-Glass
** WoWater
P-Plastic M-Metal T-Tedlar V-VOA
WW-Wastewater S-SoliO P-Petroleum
O005ml _
Remarks
Pink - Client Copy
*~ A-Acid, pH<2 (HCI,HNO3,H2SO4)
S-NaOH+ZnAc
L-Uqutd . ", 'O-Other ....
C-Caustic pH>lO (NaOH) _
I
I
ZALCO LABORATORIES, INC.
Analytical ~ Consulting Services
4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
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I
I
I
I
Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becker
Sample Type: CAM Solid
Laboratory No:
Date Received:
Date Reported:
Contract No. :
Date Sampled :
Time Sampled :
Description:
B7-20
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results Units
LUFT TPH Gas, Diesel, BTEXM
0003172-1
03/10/00
03/20/00
03/10/00
10:20
DLR Method/Ref
I
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I
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I
I
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I
CC:
Methyl tert-Butyl Ether
Benzene
Toluene
Ethylbenzene
Total Xylenes
TPH Gasoline
TPH Diesel
(MTBE)
ND UG
ND UG
ND UG
13200 UG
85200 UG
1530 MG
2650 MG
/ KG
/KG
/KG
/KG
/ KG
/KG
/ KG
5900 8o2o 8015M/8
890 8020 8015M/8
890 8020 8015M/8
890 8020/8015M/8
1800 8020/8015M/8
150 8020/8015M/8
50 8020/8015M/$
Analyzed : 03/15/00 JMM
Method Reference
8. DOHS LUFT Manual
~~Operations ~anager
/
mg/L :/milligrams pe~ Liter (parts per
ug/L ;' micrograms per Liter (parts per billion
umhos/cm : micromhos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : Not Applicable
NSS : Not Sufficient Sample for Analysis
DLR : Detection Limit for Reporting Furpo~:es
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
I
I
ZAI_OO LABORATORIES, INC.
Analytioal ~ Oomsulting Servioes
4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
I
I
I
I
I
Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becket
Sample Type: CAM Solid
Laboratory No:
Date Received:
Date Reported:
Contract No. :
Date Sampled :
Time Sampled :
Description:
B7-30
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results
0003172-2
03/10/00
03/20/00
03/10/00
10:30
LUFT TPH Gas, Diesel, BTEXM
Units DLR Method/Ref
I
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I
I
I
I
CC:
Methyl tert-Butyl Ether (MTBE)
Benzene
Toluene
Ethylbenzene
Total Xylenes
TPH Gasoline
TPH Diesel
ND
ND
ND
27000
178000
2090
5970
U6:/KG iLO 8020/8015M/8
UG/KG 5.0 8020/8015M/8
UG/KG 5.0 8020/8015M/8
UG/KG 5.0 8020/8015M/8
UG/KG 15.0 8020/8015M/8
MG/KG 10 8020/8015M/8
MG/KG 50 8020/8015M/8
Analyzed : 03/15/00 JMM
Method Reference
B. DOHS LUFT Manual
perations Manager
/
intel : mil~ligrams per Liter (par'ts per millioe, i'
ug/L micrograms per Liter (parts per billion.
umhos/cm : micromhos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : Not Ap[~licable
NSS : Not Sufficient. Sample for Analysis
DLR : Detection Li~nit for Reporting
This report is furnished for the exduslve use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detc~chr~ent.
I
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I
ZALCO LABORATORIES, INC.
Analytioal ~ Oonsulting Servioes
4309 Armour Avenue
Bakersfield, California 93308
Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becker
Sample Type: CAM Solid
Laboratory No:
Date Received:
Date Reported:
Contract No. :
Date Sampled :
Time Sampled :
Description:
B7-40
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results
Units
LUFT TPH Gas, Diesel, BTEXM
(661) 395-0539
FAX (661) 395-3069
0003172-3
03/10/00
03/20/00
03/10/00
10:50
DLR Method/Ret
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ICC:
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I
I
Methyl tert-Butyl Ether
Benzene
Toluene
Ethylbenzene
Total Xylenes
TPH Gasoline
TPH Diesel
(MTBE)
ND
9280
340000
204000
1320000
8590
4200
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
MG/KG
MG/KG
18000 8020 8015M/8
-' 2700 8020 8015M/8
14000 8020 8015M/8
14000 8020 8015M/8
27000 8020 8015M/8
2300 8020/8015M/S
S0 SO~O/SOlSM/8
Analyzed : 03/15/00 JMM
Method Reference
1. EPA SW-846, 1994 3rd Edition
8. DOHS LUFT Manual
Etherton, Lab Operatmons Manager
~g/L : milligrams per Liter (parts per million~
ug/L : micrograms per Liter (parts per billion!
umhos/cm : micromhos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : Not Applicable
NSS : Not Sufficient Sample for A~alysis
DLR : Detection Limit for Reporting Furposes
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
I .~~~ ZALCO LABORATORIES, INC.
Analytical & Consulting Services
I 4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
I
I
I
I
I
Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becket
Sample Type: CAM Solid
Laboratory No: 0003172-3
Date Received: 03/10/00
Date Reported: 03/20/00
Contract No. :
Date Sampled : 03/10/00
Time Sampled : 10:50
Description:
B7-40
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results Units
DLR Method/Ref
Volatile Organics
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CC:
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
Carbon Disulfide
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
Dibromochloromethane
1,2-Dibromo-3-Chloropropane
1,2-Dibromoethane
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Analyzed : 03/15/00 SVM
Method Reference
1. EPA SW-846, 1994 3rd Edition
8. DOHS LUFT Manual
ND UG
1260 UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
8650 UG
2000 UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
ND UG
/KG
/ KG
/KG
/KG
/KG
/KG
/ KG
/KG
/KG
/KG
/KG
' KG
/KG
'KG
'KG
/KG
~KG
ZKG
/ KG
/KG
/KG
/ KG
/KG
/KG
/KG
/KG
100
1250
5.0
5.0
5.0
5.0
5.0
100
1250
1250
5.0
5.0
5.0
5.0
5.0
5 0
5 0
5 0
5 0
5 0
5 0
5 0
5 0
5.0
5.0
5.0
8260/1
8260/1
8260/1
8260/1
826o/1
8260/1
8260/1
s260/1
8260/1
8260/1
8260/1
8260/1
8260/1
82.60/1
8260/1
8260/1
8260/1
8260/1
8260/1
8260/1
8260/1
8260/1
8260/1
8260/1
8260/1
8260/1
./~~Jim~erton, Lab Operations Manager
'mg/L : mi,Yligrams per Liter (parts pe~' million}
ug/L : m~'brograms per Liter (parts per billioni'
umhos/cm' : micromhos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : Not Applicable
NSS : Not Sufficient Sample for Analysis
DLR : Detection Limit for Reporting Purposes
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
I ZALCO LABORATORIES, INC.
Analytioal & OonsulCing Servioes
I 4309 Armour Avenue
Bakersfield, California 93308
I
I
I
I
Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becker
Sample Type: CAM Solid
(661) 395-0539
FAX (661) 395-3069
Description:
B7-40
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results
Laboratory No:
Date Received:
Date Reported:
Contract No. :
Date Sampled :
Time Sampled :
Units
0003172-3
03/10/00
03/20/00
03/10/00
10:50
DLR Method/Ref
I
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I
I
I
I
I
I
I
I
I
I
CC:
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-l,2-Dichloroethene
trans-l,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropene
cis-l,3-Dichloropropene
trans-l,3-Dichloropropene
Ethylbenzene
Hexachlorobutadiene
2-Hexanone
Isopropylbenzene
p-Isopropyltoluene
Methylene Chloride
Methyl tert-Butyl Ether (MTBE)
4-Methyl-2-Pentanone
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
A~alyzed : 03/15/00 SVM
Method Reference
1. EPA SW-846, 1994 3rd Edition
8. DOHS LUFT Manual
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
22700
ND
ND
2310
1310
ND
ND
ND
10500
10400
ND
ND
38900
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG ' KG
UG ' KG
UG 'KG
UG 'KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG
UG
UG
UG
UG
UG
UG
/KG
/ KG
/KG
/KG
/KG
/ I<G
/KG
5 0 8260/1
5 0 8260/1
5 0 8260/1
5 0 8260/1
5 0 82B0/1
5 0 8260/1
5 0 8260/1
5 0 8260/1
5 0 8260,/1
5.0 8260/1
5.0 8260/1
5.0 8260/1
1250 8260/1
5.O $260/1
100 8260/1
1250 8260/1
1250 8260/1
5.0 8260/1
10 8260,/1
t00 8260/1
1250 8260/'1
1250 8260/1
5.0 8260/1
5.0 8260/1
5.0 8260/1
5.0 8260/1
1250 8260/1
/ Jim Eb,~erton, Lab Operations Manager
mg/L : milligrams per Liter (parts per million"
'ug/L : micrograms pe~~ Liter (parts pe~' billion'
umhos/cm : micromhos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : Not Applicable
NSS : Not Sufficient Sample for Analysis
DLR : Detection Limit for Reporting Purposes
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible far report alteration or detachment.
I
I
ZALCO LABORATORIES, IN(~.
Analytical & Consulting Services
4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
I
I
I
I
I
Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becket
Sample Type: CAM Solid
Laboratory No:
Date Received:
Date Reported:
Contract No. :
Date Sampled :
Time Sampled :
Description:
B7-40
Sampled by Mark Voris
Constituents
REPORT OF kN~LLYTICAL RESULTS
Results Units
0003172-3
03/10/00
03/20/00
03/10/00
10:50
DLR Method/Ref
I
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!
I
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I
I
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CC:
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl chloride
m and p-Xylenes
o-Xylene
ND
ND
ND
ND
ND
ND
ND
89000
26000
ND
132000
50400
U(::/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
UG/KG
5.0 8260~1
5.0 8260/1
5.0 8260/1
5.0 8260/1
5.0 8260/1
5.0 8260/1
5.0 8260/1
5000 8260/1
1250 8260/1
5.0 8260/1
5000. 8260/1
5000 8260/:L
Analyzed : 03/15/00 SVM
Method Reference
1. EPA SW-846, 1994 3rd Edition
8. DOHS LUFT Manual
? Jim Etherton, Lab Operations Manager
m~/L : milligrams per Liter (parts per millions'
ug/L : micrograms per Liter (parts per billio~l}
umhos/cm : micro~hos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : NoC Applicable
NSS : Not Sufficient Sample for Analysis
DLR : Detection Limi~ for Reporting Purposes
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
!
I
ZALCO LABORATORIES, IN(~.
Analytioal & C;onsulting Servioes
4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
I
I
I
I
I
Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becket
Sample Type: CAM Solid
Laboratory No:
Date Received:
Date Reported:
Contract No. :
Date Sampled :
Time Sampled :
Description:
B7-50
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results
Units
LUFT TPH Gas, Diesel, BTEXM
0003172-4
03/10/00
03/20/00
03/10/00
11:15
DLR Method/Ref
I
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I
I CC:
Methyl tert-Butyl Ether (MTBE)
Benzene
Toluene
Ethylbenzene
Total Xylenes
TPH Gasoline
TPH Diesel
ND
1320
18500
11500
74100
639
ND
U~/KG
UG/KG
U~/KG
UG/KG
UG/KG
MG/KG
MG/KG
6000 8020,i8015M/~
910 8020/8015M/8
910 8020/8015M/8
910 8020/8015M/8
'1800 ~020/8015M/8
150 8020/8015M/8
10 8020/8015M/8
~alyzed : 03/15/00 JMM
Method Reference
8. DOHS LUFT Manual
umhos
mmhos
ND
NSS
DLR
i~/llitherton, Lab' ' Operations Manager
grams per Liter (parts per million~
~icrograms per Liter (parts per billion>
/cm : micromhos/cm at 25 C
/cm : millimhos/cm at 25 C
None Detected N/A : Not ApplicabYe
Not Sufficient Sample for Analysis
Detection Limi~ for Reporting Furposes
This report is ~urnishect for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
I
I
ZALCO LABORATORIES, INIC.
Analytioal ~ (Consulting Servioes
4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
I
I
I
I
I
Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becker
Sample Type: CAM Solid
Laboratory No: 0003172-~
Date Received: 03/10/00
Date Reported: 03/20/00
Contract No. :
Date Sampled : 03/10/0p
Time Sampled : 12:00
Description:
B7-60
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results Units
DLR Method/Ref
LUFT TPH Gas, Diesel, BTEXM
I
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I
I
I
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I
'1
I
I
CC:
Methyl tert-Butyl Ether
Benzene
Toluene
Ethylbenzene
Total Xylenes
TPH Gasoline
TPH Diesel
( MTBE )
ND UG
ND UG
3870 UG
10900
72600 UG
808 MG
ND MG
/ KG
/KG
/KG
/KG
/ KG
/KG
/KG
3400 8020/S015M/8
520 8020/8015M/8
520 8020/8015M/8
520 8020/8015M/8
1000 8020/8015M/$
$6 8020/8015M/8
10 8020/8015M/8
Analyzed : 03/15/00 JMM
Method Reference
8. DOHS LUFT Manual
~ ~,~Ji_~Operat ions .Manage r
/ mg/L / milligrams per Liter (parts per million.'
· u§/L/: micrograms pet~ Liter (parts pel- billion')
umho~/cm : micromhos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : Not Applicable
NSS : Not Sufficient Sample for Analysis
DLR : Detection Limic for Reporting ['urposes
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
I
I
ZALCO LABORATORIES, INC.
Analytioal & (Donsulting Servioes
4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
I
I
I
I
I
Soils Engineerin9
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becker
Sample Type: CAM Solid
Laboratory No: 0003172-6
Date Received: 03/10/00
Date Reported: 03/20/00
Contract No. :
Date Sampled : 03/10/00
Time Sampled : 12:30
Description:
B7-65
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results
Units
DLR Method/Ref
I
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I
I
I
I
I
I CC:
LUFT TPH Gas, Diesel, BTEXM
Methyl tert-Butyl Ether (MTBE)
Benzene
Toluene
Ethylbenzene
Total Xylenes
TPH Gasoline
TPH Diesel
ND
73.4
394
320
2550
23.7
ND
UG / KG
UG / KG
UG ~ KG
UG / KG
UG / KG
MG/KG
MG KG
~0 8020/s015M/s
49 8020/8015M/8
49 8020/8015M/8
49 8020/8015M/8
98 8020/8015M/8,
10 $020/8015M/8
10 8020/8015M/8
~%alyzed : 03/15/00 JMM
Method Reference
8. DOHS LUFT Manual
~l~b Operations Manager
/mg/~: milligrams per Liter (parts per millios?
ug/L : micrograms per Liter (parts per billion'
umhos/cm : micromhos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : Not Applicable
NSS : Not Sufficient Sample for Analysis
DLR : Detection Limi[ for Reporting Purposes
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
I ZALCO LABORATORIES, lNG.
Analytioal & Oonsulting Servioes
I 4309 Armour Avenue
Bakersfield, Califo~ia 93308~.
I Soils Engineering Laboratory No:
4700 District Blvd Date Received:
Bakersfield, CA 93313 Date Reported:
I Contract No. :
Attention: Bob Becket Date Sampled :
Time Sampled :
I Sample Type: CAM Solid
Description: B8-20
i Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
I Constituents Results Units
LUFT TPH Gas, Diesel, BTEXM '
Methyl tert-Butyl Ether (MTBE) ND UG/KG
I Benzene ND UG/KG
Toluene ND UG/KG
Ethylbenzene 334 UG/KG
Total Xylenes 6750 UG/KG
I TPH Gasoline 270 MG/KG
TPH Diesel 9600 MG/KG
I cc: Analyzed : 03/15/00 JMM _ ~
' MethodReference '~J~/
8. DOHS LUFT Manual / ~ /
· g/L : m~ligrams pe
."'ug/L ; m~grams pe
ND : None Detected
(661) 395-0539
FAX (661) 395-3069
0003172-7
03/~0/00.
03/20/00
o3/~o/oo
14:20
DLR Method/Ref
510 8020/8015M/8
76 8020/8015M/8
76 8020/8015M/8
-;6 8020/8015M/8
150 8020/8015M/8
].3 8020/8015M/8
50 8020/8015M/8
Lab Operations Manager
Lligrams per Liter (parts per million3
:rograms )er Liter (parts per billion!
~/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
N/A : Not Applicable
NSS : Not Sufficient Sample tar Analysis
DLR : Detection Limit for Reporting Purposes
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
I
I
ZALCO LABORATORIES, INC.
Analytical & Consulting Services
4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
I
!
I
I
I
Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becker
Sample Type: CAM Solid
Laboratory No: 0003172-8
Date Received: 03/10/00
Date Reported: 03/20/00
Contract No. :
Date Sampled : 03/10/00
Time Sampled : 14:40
Description:
B8-30
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results Units
DLR Method/Ref
LUFT TPH Gas, Diesel, BTEXM
I
I
I
I
I
I
I
I CC:
I
I
I
I
Methyl tert-Butyl Ether (MTBE)
Benzene
Toluene
Ethylbenzene
Total Xylenes
TPH Gasoline
TPH Diesel
ND UG/KG
ND UG/KG
ND UG/KG
322 UG/KG
6330 UG/KG
249 MG/I<G
8900 MG/KG
180. 8020
600 8020/8015M/8
90 8020/8015M/8
90 8020 8015M/$
90 8020 80~SM/S
8015M/$
15. 8020/8015M/8
50 8020/8015M/8
Analyzed : 03/15/00 JMM
Method Reference
8. DOHS LUFT Manual
// Ji/Etherton, Lab Operations Manager
' mg/L :/milligrams pe].' Liter (parts per ~nil~ioul
ug/L :' micrograms per Liter (parts per bi!lio~]
umhos/cm : micromhos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : Not Applicable
NSS : Not Sufficient Sample for Anal,?$is
DLR : Detection Limit for Reporting Furposes
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
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ZALCO LABORATORIES, INC.
Analytical & Consulting Services
4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
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Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becker
Sample Type: CAM Solid
Laboratory No: 0003172-9
Date Received: 03/10/00
Date Reported: 03/20/00
Contract No. :
Date Sampled : 03/10/00
Time Sampled : 14:55
Description:
B8-40
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results Units DLR P[ethod/Ref
LUFT TPH Gas, Diesel, BTEXM
Methyl tert-Butyl Ether
Benzene
Toluene
Ethylbenzene
Total Xylenes
TPH Gasoline
TPH Diesel
(MTBE)
ND UG/KG 630 8020/8015M/8
ND UG/KG 95 8020/8015M/8
ND UG/KG 95 8020/8015M/8
ND UG/KG 95 8020/8015M/8
ND UG/KG 190 8020/8015M/8
275 MG/KG 11.6 8020/8015M/8
2180 MG/KG g0 8020/8015M/8
Analyzed : 03/15/00 JMM
Method Reference
8. DOHS LUFT Manual
//' Jim E~erton, Lab Operations Manager
mg/L : mil.'ligrams pe~' Liter (parts per
~' ug/L : micrograms per Li[er (par~s per
umhos/cm : micromhos/cm at 25 C
mmhos/cm : millimhos/cm at 25 C
ND : None Detected N/A : No~ Applicable
NSS : Not Sufficient Sample for Analysis
DLR : Detection Limi[ for Reporting Fun'poses
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
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ZALCO LABORATORIES, INC.
Analytical & Consulting Services
4309 Armour Avenue
Bakersfield, California 93308
(661) 395-0539
FAX (661) 395-3069
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Soils Engineering
4700 District Blvd
Bakersfield, CA 93313
Attention: Bob Becker
Sample Type: CAM Solid
Laboratory No:
Date Received:
Date Reported:
Contract No. :
Date Sampled :
Time Sampled :
Description:
B8-50
Sampled by Mark Voris
REPORT OF ANALYTICAL RESULTS
Constituents
Results
0003172-10
03/10/00
03/20/00
03/10/00
15:10
LUFT TPH Gas, Diesel, BTEXM
Units DLR Method/Ref
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Methyl tert-Butyl Ether (MTBE)
Benzene
Toluene
Ethylbenzene
Total Xylenes
TPH Gasoline
TPH Diesel
ND UG/KG 10. 8020/8015M/8
ND UG/KG 5.0 8020/8015M/8
ND UG/KG 5.0 8020/8015M/8
ND UG/KG 5.0 8020/8015M/8
ND UG/KG 15.0 80~0/8015M/8
ND MG/KG 10 8020/8015M/8
ND MG/KG 50 8020/8015M/8
Analyzed : 03/15/00 JMM
Method Reference
8. DOHS LUFT Manual
m J~Etherton, Lab Operations Manager
g/L/milligrams per Liter (parts pc~' millio[],
ug/L./:,, micrograms, pe~'~ Liter (parts p' 'e~ billio]:
umqQB/cm : mlcromhos/cm at 25 C
mmh6s/cm : millimhos/cm at 25 C
ND'" : None Detected N/A : Not ApplicabLe
N..SS : Not Sufficient Sample for Analysis
DLR : Detection Limit for Reporting Purposes
This report is furnished for the exclusive use of our Customer and applies only to the samples tested. Zalco is not responsible for report alteration or detachment.
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Appendix B
Boring Logs
SOILS ENGINEERING, INC.
ANALYSES SAMPLE
Lab Field
0
Boring Hnu o =' m '?, SOIL DESCRIPTION
Abandonment TPHg
TPHd P.I.D.o
I-- Z '
-J LU :Z
Benzene ca -- ·
ppm
ppm
Neat - 0
',',Cement'.
Z _- Z Sand -Dark gray to black, fine to coarse
ii!iiiii!i ZZ ~-1°-~ ~Z sw moist.grained' moderate to strong odor and staining,
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::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :: :: :: :::: :: :::: -20 --
i~i~i~i~i~i~::~::~::~::~::~::~::~::~::~i _ 1530 1200 m -- · B7-20' SP Sand - light gray, fine to medium grained, moist,
_ 2650 ~ _~ medium density, moderate odor and staining.
i~i~i~i~i~i~i~i~iiiii!!!!i!!i~i!ii~iii!ii!ii Z '- ~ SM Silty Sand- gray, very fine to fine grained, moist,
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
1100 ~ ·
i -- 2090 m _ B7-30' ML Clayey Silt - Dark brown, hard, damp, slight to
-- 5970 -- ~ moderate odor.
.-35
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~
LOGGED BY: RJB DIAMETER OF BORING: 8"
DATE DRILLED: 3/10/00 WATER ENCOUNTERED AT: NA
TOTAL DEPTH: 65° SAMPLING METHOD: CA. Mod. Split-spoon
DRILLING COMPANY: Soils Engineering, Inc.
PROJECT NAME: Schwebel Petroleum Co., PLATE
SOILS ENGINEERING, INC. S~TE NAME: Bulk Plant
4700 District Blvd. 900 Sacramento St.
Bakersfield, CA 93313 Bakersfield, CA.
BORING LOCATION: 10' Northeast of boring B-3
Project Number: 9015 LOG OF BORING B-7 page 1 of;
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ANALYSES SAMPLE
Lab Field z
WELL Hnu
~ ca SOIL DESCRIPTION
COMPLETION TPHg
TPHd P.I.D.
a_ i- z
-J LU Z
Benzene ppm m r~ --
ppm
639 1600 -50- I B7-50' ML Silt- Medium yellowish brown, hard, damp,
i::iiiiii C utti n gs iiiiiii -- ND Z ZI moderate odor.
-- 1320 -- --
-55- I
: ND : : odor.
-- ND -- --
-- -- -- Silt - Medium yellowish brown, hard, dry, slight
-- 23.7 700 _-65 --- I B7-65' odor.
-- ND
Z Nr~ Z Z
-8021
-85- l
-90- l
LOGGED BY: RJB DIAMETER OF BORING: 8"
DATE DRILLED: 3/10/00 WATER ENCOUNTERED AT: NA
TOTAL DEPTH: 65' SAMPLING METHOD: CA. Mod. Split-spoon
DRILLING COMPANY: Soils Engineering, Inc.
PROJECT NAME: Schwebel Petroleum Co.
· .,,,.,,,,,.,.,,,,,.,~J~-[k~=t=[~-, INC. SITE NAME: Bulk Plant PLATE
SOILS
900 Sacramento St.
4700 District Blvd. Bakersfield, CA.
Bakersfield, CA 93313
BORING LOCATION: 10' Northeast of boring B-3
Project Number: 9015 LOG OF BORING B-7 page 2 of 2
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ANALYSES SAMPLE
Lab Field ~ _~- '~ c~
Boring Hnu O "- < "' ~ I~ SOIL DESCRIPTION
TPHg o
Abandonment TPHd P.I.D. I- "'
n I-- Z
Benzene ' ,,' z
ppm ppm
0
:N'e~.t'C~r~ni -- -- -- '
-- -- -- :iiii?iiiiiiiiiii. SP Sand- Light yellowish brown, very fine to
:~ medium grained, damp, medium density, no odor
-- -- -- iiiiiiiii!i!ii:::: or staining.
::ii!!!!iiiiii Cuttings ii!ili?i -- -10
~~ 270 B6-20' SW Sand - Light yellowish brown to light gray, very fine
.......................................................... -- -- -- ~:~:~:~:~:~:~:~: to medium grained, damp, slight odor.
iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii!iiiiiiiiiiiiii -- 9600 ---................::::::::::::::::::::::::
-- -- -- :::::::::::::::::::::::: SP/ Sand - Light gray, fine to coarse grained, dry, very
-- -- -- !i?:iiiiii;!!!; SW slight odor, dense.
_ 249 550 -30--B B8-30' ~ ML Silt - Medium yellowish brown & firm.
ii!ii::iii::i?:i!!::iii::?:?:?:!ii::?:?:?:iii::!i?:?:i!iii::i:: -- ND -- --
-- -- ~ ML Si~Continues as above
-- 275 550 -"'~0 2 B8-40'
-- ND -- -- SM Silty Sand - Medium yellowish brown, very fine to
-- -- --~ fine grained, damp, slight odor.
!i - --
-45 --
........................................................... ND -- --
.......................................................... -- ND -- -- ML Clayey Silt- medium yellowish brown, hard, moist,
.......................................................... -- 40 50
LOGGED BY: RJB DIAMETER OF BORING: 8"
DATE DRILLED: 3/10/00 WATER ENCOUNTERED AT: NA
TOTAL DEPTH: 50' SAMPLING METHOD: CA. Mod. Split-spoon
DRILLING COMPANY: Soils Engineering, Inc.
PROJECT NAME: Schwebel Petroleum Co. PLATE
SOILS ENGINEERING, INC. roTE NAME: Bulk Plant
4700 District Blvd. 900 Sacramento St.
Bakersfield, CA 93313 Bakersfield, CA.
BORING LOCATION: Approx. 65' NE of B-7
Project Number: 9015 LOG OF BORING B-8 ~age 1 of 1