HomeMy WebLinkAboutMITIGATION FILE 1DBA
OWNER
KERN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
INVESTIGATION RECORD
ADDRESS
ADDRESS
ASSESSORS' PARCEL
CT
CHRONOLOGICAL RECORD OF INVESTIGATION
DATE
DESCRIPTION
TIME
KERN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
INVESTIGATION RECORD
DBA ~
OWNER
ADDRESS ?~r~/ ~
ASSESSORS ' PARCEL~
ADDRESS
CT
CHRONOLOGICAL RECORD OF INVESTIGATION
DATE
DESCRIPTION
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I ~ ~1 GROUNDWATER
,I ~-][~[--] TECHNOLOGY®
Groundwater Technology, Inc.
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December 7, 1994
9940 Mesa Rim Road, Suite B, San Diego, CA 92121 USA
Tel: (619) 453-8415
Howard Wines
Bakersfield Fire Department
1715 Chester Avenue
Bakersfield, CA 93301
SUBJECT:
DISPENSER ISLAND AND PRODUCT LINE REMOVAL AND SOIL ASSESSMENT
SEARS STORE 1318
3001 MING AVENUE
BAKERSFIELD, CALIFORNIA
Dear Mr. Wines:
Groundwater Technology, Inc., is submitting this letter report to you on behalf of Sears Merchandise
Group. This letter will provide you with. the data collected during the recent dispenser island and
product line removal, and during the additional assessment completed at this site.
INTRODUCTION
Sears contracted Groundwater Technology to observe and collect .soil samples during removal of
the former dispensers and gasoline product lines from the Sears Automotive Center located at
3001 Ming Avenue in Bakersfield, California (Figure 1). Demolition activities and removal of the
gasoline product lines and dispenser islands took place between July 12, and 20, 1994. Individual
grab soil samples were collected beneath each dispenser island and approximately every 20 feet
along the product line trenches. The samples were collected to determine if any hydrocarbons or
lead were present in the soil from the operation of the gasoline dispensing system. Samples
collected beneath the gasoline product lines and dispensers were analyzed for:
Total petroleum hydrocarbons as gasoline (TPHs) by EPA Method 8015 (modified);
Benzene, toluene, ethylbenzene, and total xylenes (BTEX) by EPA Method 8020; and
Total lead by EPA Method 7420.
Samples collected during drilling were analyzed for:
TPHs by EPA Method 8015 (modified); and,
BTEX by EPA Method 8020.
Based on the initial laboratory results, a work plan was submitted to the Bakersfield Fire Department
for additional assessment at the site. On September 20, 1994, 8 borings were drilled in the vicinity
1318GA~.RFT
Sears 1318 Bakersfield
Offices throughout the U.S., Canada and Overseas
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Howard Wines
December 7, 1994
Page 2
of the former dispenser islands and product lines to determine the horizontal and vertical extent of
soil containing hydrocarbons at the site.
FIELD ACTIVITIES AND RESULTS
The following sections describe methods used to conduct the line removal and soil sampling
procedures.
Safety Considerations
Groundwater Technology developed a Site Safety Plan to provide a safe working environment and to
comply with Occupational Safety and Health Administration (OSHA) Regulation 29 CFR 1910.120.
This plan addressed specific environmental work-site hazards and presented contingency plans for
site personnel. All Groundwater Technology and subcontractor personnel working at the site
reviewed the plan and followed the guidelines.
Demolition and Removal of the Dispenser Islands and Product Lines
Three underground storage tanks (UST) containing gasoline were removed in February 1985
(Figure 1). One UST containing used oil and six USTs containing new oil were removed in 1986.
Based on analytical results from the excavation samples and additional assessment completed in
1987, the Kern County Environmental Health Department required no further action. Closure letters
for the tank removals are included in Appendix 1.
Initial demolition activities began on July 11, 1994, and were completed July 20, 1994. The work
included demolition of the dispenser island canopy, the product dispensers, concrete dispenser
islands, and removal of the former gasoline product lines. Product lines ran east-west, parallel to the
dispenser islands, and then east-west toward the former USTs (Figure 2). On July 11 through 20,
Sears' contractor Norm Wilson and Sons removed the concrete above the product lines, and then
used a backhoe to uncover the product lines and remove the dispenser islands. The soil directly
above the product lines was removed with a shovel to avoid damaging the lines. The excavated soil
and pea gravel was stockpiled on site.
The original architectural drawings for the site also indicated a used oil tank south of the southern
dispenser island. A site inspection revealed a vault in this location, however, there were no fill pipes
or any evidence of a tank. The UST removal permit for work conducted in 1986 indicates that a
used oil tank was removed, but that the tank location was south of the Sears Auto Center building
(Figure 1).
1318GAS.RPT
Sears 1318 Bakersfield
GROUNDWATER
TECHNOLOGY®
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Howard Wines
December 7, 1994
Page 3
Photographs of the demolition and line removal activities are presented in Appendix 2.
Sampling Procedures
On July 12, 1994, four soil samples, LS-1 through LS-4, were collected along the excavated gasoline
product line runs at depths of 2 to 3 feet beneath the piping. Four soil samples, DS-1 through DS-4,
were collected at approximately 3 feet below grade beneath each former dispenser location. On
July 20, one additional sample LS-5, was collected beneath a product line at the southwest corner of
the excavation (Figure 2).
Samples were collected following the sampling procedures and protocol summarized in Appendix 3.
These soil samples were field screened with a photoionization detector (PID) to determine
hydrocarbon concentrations. The soil samples collected from beneath the gasoline product lines
and dispenser islands were delivered to Golden State/CAS Laboratories in Canoga Park, California,
where they were analyzed for TPHg, BTEX, and total lead.
Soil Characterization
Groundwater Technology personnel field screened excavated soil with a PID, using headspace
methodologies. Soil was excavated to 2-3 feet below grade to allow sample collection, and then
placed back into the excavation. All soil was left in place for assessment during the drilling phase.
Drilling
On September 20, 1994, soil borings B1 through.B8 were drilled to 20 feet below grade (Figure 2).
The borings were drilled by Consolidated Testing Company using a truck-mounted, hollow-stem
auger drill rig. During drilling, soil samples were collected at 5-foot intervals using a split-spoon
sampler containing three clean 6-inch brass rings.
Soil samples were examined in the field for lithology and noticeable hydrocarbon odor. Sample
lithologies were described on field logs (Appendix 4) and screened for volatile organic compounds
using a photoionization detector (PID).
Thirty-two samples were collected from the eight borings under the soil sampling Quality
Assurance/Quality Control procedures described in Appendix 3. Sixteen samples (the 15- and
20-foot sample intervals from each boring) were analyzed by GTEL Environmental Laboratories,
Concord, California, for TPHe and BTEX following EPA Methods 8015 (modified) and 8020,
respectively.
1318GAS.RPT
Sears 1318 Bakersfield
GROUNDWATER
TECHNOLOGY ®
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Howard Wines
December 7, 1994
Page 4
Based on PID readings of greater than 100 parts per million (ppm), soil cuttings from borings B1,
B5, and B6 generated during drilling were placed in labeled 55-gallon drums, sealed, and left on site.
Soil cuttings from borings B2, B3, B4, B7, and B8 had PID readings below 100 ppm, and were used
as backfill for their respective borings.
Analytical Results
Excavation Samples
Total petroleum hydrocarbons as gasoline ranged from below reporting limits (< 1.0 milligram per
kilogram) to 8,400 milligrams per kilogram (mg/kg) in samples collected beneath the product lines
and dispenser islands. The EPA method 8020 analysis indicated benzene concentrations ranging
from below the reporting limit (<0.005 mg/kg) to 8.1 mg/kg in sample LS-1-2. Total lead ranged
from below the reporting limit (<5 mg/kg) to 25 mg/kg. Table 1 summarizes the analytical results
for samples collected from the gasoline product line removal. A copy of the laboratory report is
included in Appendix 5.
Drilling Samples
Sixteen soil samples were analyzed for TPHg and BTEX following EPA Methods 8015 and 8020,
respectively. All samples were below reporting limits for TPHg and BTEX. Table 2 summarizes the
analytical results for soil samples collected during drilling, and the complete laboratory report is
included in Appendix 6.
SUMMARY OF FINDINGS
The following summarizes Groundwater Technology's findings at Sears Store 1318 in Bakersfield,
California:
1318GAS.RPT
Sears 1318 Bakersfield
On July 11 through 20, product piping and the dispenser islands were removed and
soil samples were collected. Benzene ranged from below the reporting limit to 8.1
mg/kg. Gasoline hydrocarbons ranged from below the reporting limit in one sample
to 8,400 mg/kg. Total lead ranged from below the reporting limit (<5 mg/kg) to 25
mg/kg.
Based on the initial analytical results, additional assessment was performed to
determine the lateral and vertical extent of hydrocarbons in soil. Eight borings were
drilled to 20 feet below grade in the vicinity of the former dispensers and product
lines. All samples analyzed were below reporting limits for TPHe and BTEX,
indicating that hydrocarbons have not migrated below 15 feet.
Excavated soils were placed back in the ground for use as backfill. Four drums of
soil cuttings remain on site pending waste characterization and proper disposal.
[~[~---~ GROUNDWATER
[~[~[~ TECHNOLOGY ®
Howard Wines
December 7, 1994
Page 5
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Hydrocarbons were detected in excavation samples collected at approximately 5 feet below grade in
the vicinity of the former product lines and dispenser islands, but have not migrated below 15 feet.
Depth to water is reported to be 180 to 200 feet in the vicinity of the site. Based upon the findings
of this investigation, and the previous tank removal and assessment activities in 1985 through 1987,
Groundwater Technology, on behalf of the Sears Merchandise Group, proposes no further action for
Sears Store 1318 in Bakersfield, California.
If you have any further questions regarding this site, please contact Patrick McConnell at
(619) 453-8415 or Eileen Brennan at (801) 532-1003.
Sincerely,
Groundwater Technology, Inc.
Patrick A. McConnell
Geologist
Eileen Brennan
Zone Project Manager _
Registered Geologist
No. 5100
PAM/ke
I i Attachments
I cc: Bernadine G. Palka, Sears Merchandise Group
Mike Girioni, Groundwater Technology, Inc.
David W. Daniels, Groundwater Technology, Inc.
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1318GAS.RPT
Sears 1318 Bakersfield
~-][~--] GROUNDWATER
[~[-~[~ TECHNOLOGY ®
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GROUNDWATER
TECHNOLOGY
~----t/ ~ AI.;I~ ~ II Ik',~B'~,--~ROU..DW_~_~ o FEET
[-][~[-] T~,c.No~,o~¥ ~o~
(APPROXIMATE)
SITE PLAN
~LI~NT:
SEA~S MERCHANDISE ~OUP
STORE No, ~3~8
LOC~TION:
300~ MING AVENUE
BAKERSFIELD, CA
FILE: PROJECT NO.:
0009~ (~ :3riO) 022500?09
~u~ }'3w~ I TM/~/~4
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I I / APPROXIMATE LIMITS
FORMER USTI I OF EXOAVATION
(TYPIOAL) I I
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I I' FORMER
I ----F-J PRODUCT LINES
I1-2~, I
,
I 4,000
I I II ,
I I II
I I
I I II
I I III
II ~ .... II
II F----~L .... r I
tl I I DS-3-3 I j~ n~_-~_C3
t I I ~ I I ~ ~.4~
tl I I
II I I [-----I FORMER USED
II m 1 I [ ~ I OIL TANK?
I11 I I
III I t 1
~l~, --- I
III~
III
III
1111
~ll EXPLANATION
Ii--till VENT LINES B ~ SAMPLE LOCATION
~ ~ ~,1 ~'~ BENZENE (ms/kg)
~i~ ~ 3,~ TPH AS GASOLINE (ms/kg)
I11 ~ ~,1 <o.~o~ BENZENE D~ECTION LIMIT (ms/kg)
II
t~ ~ <o.~ TPH AS GASOUNE D~ECTION UMt} (ms/kg)
i ~ ~ou~A~ o ~ ~ 8lTL PLAN WITH
~~?~c[~o[o~ 'SCA~ ' SAMPLE LOCATIONS
(APPROXIMATE)
CLIENT: FILE: I PROdEOT NO.: PM
S~RS MERCHANDISE GROUP O009SSL (1:240) I 022,500009
STORE No. 1318 REV.
LOOATION: FIGURE:
BAKERSFIELD, CA PM 11/14/94 2
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~ ~ N
I I ~- APPROXIMATE LIMITS
FORMER USTI I OF EXCAVATION
(TYPICAL) t I B4
t I
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FORMER
I t PRODUCT LINES FORMER
I ----t- T .... 1 / DISPENSER ISLAND
~ I
I ....-Il B2
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I B8 I II B5
I I II,
I I II
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Ir --~--- II~
tl I I1~
Il I I1' B6
tl I ~ BI___ FORMER
I I [ .... mL,--------~-~ ~ ~ DISPENSER IS~ND
II I I ~ I
" , I~ ( " '
11 I I
It I I B7
II I I
II I I
II I I r--] FORMER USED
Il m ~--- [ L t I OIL TANK?
III t I
Iit I I I
~ ---- I
1111
tll
III~
111
III~
~il ~ ~O~NO LOCAT,O~
III
III
III
~~T~c~o~o~ 'SC~L~ ' ~O~ING ~OCAIIONS
(APPROXIMATE)
CLIENT: FILE: IPROJECT NO.: PM PE/RG
S~RS MERCHANDISE GROUP O009BL (1:240) I 022500009
STORE NO. 1518 REV.
LOCATION: FIGURE:
BAKERSFIELD, CA PM 11/14/94
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TABLE 1
SOIL SAMPLE ANALY'i'ICAL RESULTS, SAMPLES COLLECTED JULY 12 AND 20, 1994
(All Results Expressed in Milligrams per Kilogram)
SEARS STORE 13'18, BAKERSFIELD, CA
DS-1-2 07/12/94 2.6 97 40 410 2,800 10
DS-2-3 07/12/94 7.9 240 75 850 7,000 8 ·
DS-3-3 07/12/94 0.93 36 16 190 1,500 15
DS-4-3 07/12/94 1.8 73 33 420 3,300 18
LS-1-2 07/12/94 8.1 230 100 990 8,400 12
LS-2-2 07/12/94 11 280 85 690 4,900 < 5
LS-3-3 07/12/94 <0.05 1.9 1.1 19 190 <5
LS-4-3 07/12/94 6.2 120 44 420 3,400 25
LS-5-5 07/20/94 <0.005 <0.005 <0.005 <0.015 <0.1 <5
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Notes:
1)
2)
3)
Analyzed using EPA Methods 8020, 8015 (modified), and 7420.
TPH_ = Total Petroleum Hydrocarbons as gasoline
< Number = Below reported detection limit
1318GAS,RPT
Sea~'s 1318 Bakersfield
~-~-~---] GROUNDWATER
[~[~-] TECHNOLOGY ®
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TABLE 2
SOIL SAMPLE ANALY~I'ICAL RESULTS, SAMPLES COLLECTED SEPTEMBER 20,.1994
(All Results Expressed in Milligrams per Kilogram)
. SEARS STORE 1318, BAK,. ERSFIELD, CA
B1-15 09/20/94 <0.005 <0.005 <0.005 <0.015 <1.0
B 1-20 09/20/94 < 0.005 < 0.005 < 0.005 < ~.015 < 1.0
B2-15 .09/20/94 <0.005 <0.005 <0.005 <0.015 <1.0
B2-20 09/20/94 <0.005 <0.005 <0.005 <0.015 < 1.0
B3-15 09/20/94 <0.005 <0.005 <0.005 <0.015 <1.0
B3-20 09/20/94 <0.005 <0.005 <0.005 <0.015 < 1.0
B4-15 09/20/94 <0.005 <0.005 <0.005 <0.015 < 1.0
B4-20 09/20/94 < 0.005 . < 0.005 < 0.005 < 0.015 < 1.0
B5-15 09/20/94 <0.005 <0.005 <0.005 <0.015 <1.0,
B5-20 09/20/94 <0.005 <0.005 <0.005 <0.015 < 1.0
B6-15 09/20/94 <0.005 <0.005 <0.005 <0.015 <1.0
B6-20 09/20/94 < 0.005' < 0.005 < 0.005 < 0.015 < 1.0
B7-15 09/20/94 <0.005 <0.005 <0.005 <0.015 <1.0
B7-20 09/20/94 <0.005 <0.005 <0.005 <0.015 <1.0
B8-15 09/20/94 <0.005 . <0.005 <0.005 <0.015 <1.0
B8-20 09/20/94 <0.005 <0.005 <0.005 <0.015 <1.0
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Notes:
1)
2)
3)
Analyzed using EPA Methods 8020 and 8015 (modified).
TPHg = Total Petroleum Hydrocarbons as gasoline
< Number = Below reported detection limit
1318GAS. RPT
See, rs 1318 Bakersfield
[~[~[~--~ GROUNDWATER
F--][~-~ TECHNOLOGY ®
1700 Flower Street · AIR POLLUTION CONTROL DISTRICT
I 3~kersfJeld. Calilornia 93305.,4198 · '
Telephone (805) 861-2231 ,
July 3, 1985
LEON M HEBERT$ON, M.D.
Director of Public Health
Air Pollution Control Officer
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Valley Tree and Construction
P.O. Box 6275
Bakersfield, CA 93306
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Dear Sir/Madam:
Subseq,~ent to our ve.~ba! approval this will provide
written notification that -_his department has reviewed the
project results for the subsurface contamination,
investigation conducted at .-_he 3001 Ming Avenue, Bakersfield,'
California.
Based upon the findincs described in the repo,rt, this
department is satisfied that the assessment is complete and
no significant soil contamination resulting from fuel tank
leakage exists at the site.
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'An invoice for our tank removal and assessment review
activities is enclosed. Please remit payment within 30 days
to avoid penalty.
Thank you for your cooperation ~-n this matter.
Sincerely,
Ann Boyce, a.~.
Environmental HEP.' 5n ~peu-ialist Zl
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Enclosure
cc' Sears
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· MAIL, H',,IG ADDRESS
1415 TRUXTUN AVENUE
'~SAKERSF1ELD, CA 93.301
(SOS} 861-3636
~N cqq~¥ HEALTH DEPAR'TA~T
ENVIRONMENTAL HEALTH OIVISION
HF..~ OFFICER
DIRECTOR OF ENW1RONMENTA4 HF_AA.T'H
June 16. 1988
Sears Roebuck and Company
3001 Ming Avenue
Bakersfield. California
93304
Attn: Tom Barnhard
~ und Oil
Re: Removal of Two 2,000 and Five 1.000 Gallon Undero. O
Tanks at Sears Retail Store, Located at 3001 Mln~ AvenuE, in
Bakersfield. Califronia
Dear Mr. Barnhard:
This is to advise you that this department has re'viewed the
project results for ~he seepage investigation that was conducted
at Seat's Retail Store. 3001 Ming Avenue. in Bakersfield.
California.
Based upon the findings described in the -reports, this
department is s~tisfied that the assessment is complete and no
significant soil contamination resulting from tan'k leakage exists
at the site.
Thank you for your cooperation in this .mat~er.
Sincerely,
Any g. Green ~ ~/
Eavlronme43tal Health~'peciallst
Hazardous Materials Management Program
AEG/gb
.visioh o~ Environmental He~-'/· Applicationk ~~
?00 Flower Street,' Bakersfiel ,d~CA': 93305 ~--of Tank's '~~
~ of ApP~ication' (Fill Oue One'~plication ~r Facility)" ' . ·
. ~T~ra~ CloS'ure/A~ndo~e~, ~.~~., ~e~anent Clo~ure~ndo~nt
Project ~n~ct(~e, .area,.c~e,. ~on'~)~y~~ ~_ C3~// Nigh=
Facili~ ~ ~~~. /~~ ~~ .
Facility ~dress ~ ~ ~~ ~ Nearest Cro~ St.
T R S~ (Rural ~cat~o~ ~ly)
Operator ~ ~ /~../'~-W~w_~ / Te±ep~one
~r ~o FaciliW ~ovid~ by ~a a~,' ~,~ ~- ~p~ ~ Gro~~r
Soil C~racteristics at Facility..
~sis for ~.il ~ and Gro~ter ~pth ~temi~tio~ .~'~
Ta~ Remval Contracto~ ~ ~~ ~~L. ~ ~ Lica~a ~ ~ ~ ' '
~dress /~ Q./~~/~ ~ Zip _y~/3, Tele~one ~--~ ~'~
Proms~ S~rti~ ~t_- ·/~ff;~/~'~ ~_Prom~~ C~pletzon ~.
~rker's C~nsation ~r~tlon' ~ /~~ ~ Insurer ~ ~~ ~
Mdress ~/ ~~ ~//~ ~ Zip ~/3~ Tele~o~~/ ~~~/
~rker's C~ation Certi~cati~ ~ ~/~ Insurer ~ .~-~%cf~3~:~- ~
Ch~ical C~sition of ~terials Stor~
Ta~ J C~mical Stored (non-c~rcial '~me) Dates Stor~ Ch~ical Previo~ly Stor~
~scri~ Meth~ 'Or' Retriev,~ S~gles /~ ~ * ~~ ~
,/
j. 'This application for: ~Jemoval or [] abandonment in place
* PLEASE PROVIDE INFORMATION REQUESTED CN REVERSE SIDE OF .THIS SHEET BEFORE SUBMITTING
APPLIC.%TION FOR REVIEW.
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This fot]u has been completed under penalty of perjury and to the best of my knowledge .is true
correct.
'iignature
Groundwater Technology
Photographic Record
Client: Sears Merchandise Group Project Number: 022500009
Site Name: Store 1318 Site Location: Bakersfield, CA
Photographer:
David Bean
Date:
7/12/94
Direction:
North
Comments:
Toward Ming
Avenue fenced
excavation area
7/15.
Photographer:
Date:
Direction:
Comments:
I Se~s/1318.P
Groundwater Technology
Photographic Record
Client: Sears Merchandise Group Project Number: 022500009
Site Name: Store 318 Site Location: Bakersfield CA
Photographer:
David Bean
Date:
7/12/94
Direction:
Southeast
Comments:
ToWard Sears
Auto Center
Building.
Photographer:
David Bean
Date:
7/12/94
Direction:
West
Comments:
Former northern
pump island
product lines.
I Seas/1318~
Groundwater Technology
Photographic Record
Client: Sears Merchandise Group Project Number: 022500009
Site Name: Store 1318 Site Location: Bakersfield, CA
Photographer:
Stephan Bork
Date:
9/20/94
Direction:
South
Comments:
View of area just
west of tanks.
Photographer:
Stephan Bork
Date:
9/20/94
Direction:
Southeast
Comments:
Assessment area.
Mall in
background,
cones on B2, B4,
and B8.
I, Seem/1318.P
~1~= Groundwater Technology
Photographic Record
Client: Sears Merchandise Group Project Number: 022500009
Site Name: Store 1318 Site Location: Bakersfield, CA
Photographer: '
Date:
So~hwost
Comm,nt~:
View from . ~ ~ ~ _ ~ _
assessment area.
Photographer: ~-~ >~ :: ~ ..... ~ ~ ~? ; ? ~ ~: ~ ~' ~ - :~:~ -;
No~hwest ~ ~'?:,?~ ~ ~-:~~ ~
m ~ ~~/~¢: '; %'"" :~"" ,~..: ' :~'
I seas/1318.P
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---~-][-- TECHNOLOGY
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To prevent cross contamination between samples, the sampling equipment was washed prior to
each sampling using the "three bucket' wash system. This system involves:
1. Washing the equipment in a detergent and water solution,
2. Rinsing the equipment in tap water, and
3. Rinsing the equipment in distilled water.
To maintain the integrity of the samples, all samples were:
1. Collected in 6-inch brass sample tubes,
2. Sealed with foil or teflon caps,
3. Wrapped with duct tape,
4. Propedy labeled and listed on completed custody forms,
5. Placed in plastic bags,
6. Placed in a cooler and chilled on ice, and
7. Delivered t° a State-Certified laboratory.
All soil samples were refrigerated and stored at the laboratory for 30 days in case subsequent
analyses were required.
[~[-~ ~-~ GROUNDWATER
[~[~[~ TECHNOLOGY ®
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F-~-I GROUNDWATER
[~F--]E~ TECHNOLOGY
Proiect Sears No. 1318
Location Bakersfield, CA
"Drilling Log
Owner Sears filerchandise Group
'" Proi. No. 022500009
Surface Elev, Total Hole Oepth 20 ft. Diameter ~ in,
Top of Casing Water Level Initial __ Static
Screen: Die Length Type/Size
Casing: Die Length Type
Fill Material Cement Rig/Core Mobile BaO
Soil Boring B1
Drill Co, Consofidated Testinq Method Hollow Stem Juqer
Oriller Larry Wells Log By Stephen Bork Oate 9/20/94
Checked By Stephen Bork License No. PG $620
Permit #
See Site Nap
For Boring Location
COMMEN TS:
Boring backfilled with cement.
Description
(Color, Texture, Structure)
Trace < 10%, Little 10% to 20%, Some 20% to 35%, And 35% to 50%
Bi-
0.0 to '.0 ft. Asphalt.
4.5 to 5.0 ft. Silty SAND (SM): Medium brown, medium-grained silt, loose to
medium dense, poorly graded, damp, weak odor.
4
7
13
9.5 to 1.0 ft. SAND (SP):Light gray, fine- to medium-grained sand, medium
dense, damp, no odor.
15
14.5 tct6.0 ft. SAND (SP):Light gray, fine- to coarse-grained sand, medium
dense, subrounded, damp, no odor.
20
5
6
lo
19.5 tc ZI.0 ft.SAND (SP): Light gray, fine- to coarse-grained sand, medium
dense, subrounded, damp, no odor.
Endecgoring at 20 feet. Sampled to 2I feet. Soil cuttings placed in
labelec 55-gallon drum, sealed and left on site.
11/03/1994 lithlog-mar93 Page: I of I
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GROUNDWATER
TECHNOLOGY
"Drilling Log
Owner Sears Nerchandise Srou~)
--' Proj. No. 022500009
Proiect Sears No. 1318
Location Bakersf/eld~ CA
Surface Elev.
Top of Casing
Screen: Dia
Casing: Dia
Fill Material Cutt/n.qs/Cement Rig/Core Mob¢Te BaO
Drill Co. Conso/idated Testinq Nethod Ho~Iow Stem Auger
Driller Larry ~/efls Log By Stephen Bork Oate 9/20/94
Checked By Stephen Bork License No. RG 5620
Soil Boring B2
See Site Nap
For BDt~rig L DCa t/on
Total Hole Depth 20 ft.
Water Level Initial __
Length
Length
Diameter 7 in.
Static
Type/Size
Type
Permit #
COMMEN TS:
Bor/ng backfi/led with cuttings.
Description
(Color, Texture, Structure)
Trace < 10%, Little I0% to 20%, Some 20% to 35%, And 35% to 50%
B2-
0.0 to 1.0 ft. Asphalt.
4.5 to 5.0 ft. Silty SAND (SH): Dark. brown, fine to- medium grained,
medium dense, poorly graded, damp, no odor.
4
6
I0
9.5 to iLO ft. SAND (SP): Fine-grained sand, medium dense, trace silt,
poorly ;raded, no odor.
14.5 to'6.0 ft. SAND (SP):Light gray, fine- to coarse-grained sand,
medium dense, poorly graded, subrounded, damp, no odor.
2o
49.5 to 21.0 ft. SAND (SP):Light gray, fine- to coarse-grained sand,
medium dense, subrounded, damp, no odor.
Ended:oring at 20 feet. Sampled to 21 feet. Boring backfilied with
cuttin~t and capped with concrete.
11/o3/1994 lithlog-mar93 Page: 1 of
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· "Drilling Log
J---J~ GROUNDWATER 'Soil Boring B3
F--1F'~F--] TECHNOLOGY ~'
~roiect Sears No. 1318 " Owner Sears hlerchandise Group See Site Nap
... For Boring Location
Location Bakersfield, CA Proi. No. 022500009
Surface Elev. Total Hole Depth 20 ft. Diameter 7 in. COAIAIENTS:
Top of Casing ~later Level Initial __ Static
Screen: Oia Length Type/Size Boring back fillet1 with cuttings·
Casing: Dia Length Type
Fill Material Cuttinqs/Cement Rig/Core ~ob/Te Bao
Drill Co. Consofidated Testing Method Hollo~¢ Stem ~uoer
Driller Larry ~/ells Log By Stephen Bork Date 9/20/94 Permit #
Checked By Stephen Bork License No. RG 5620
o ~ ~
. ,- ~ o m Description
~ r0 oz ~.~'~ o~ (Color, Texture, Structure)
- ~ Trace < 10%, Little lO% to 20%, Some 20% to 35%, And 35% to 50%
---2-
- 0 - B3- '.~i i ii 0.0 [o I.,£ ft. Asphalt.
- 2 -
-'4 -- I-
· ' sM 4.5 to~ .... *~ ft. Silty SAND (SM): Medium brown, fine-~ to medium 9rained silt,
4
t 5.o 5 5 i~ . I. medium cense, damp, no odor.
- 6 -- ~0J-
- 8 - I::::::::
-~ .:.:.:.:
- 10 -- 7.0 10 6 ~.5 to ll.O ft. SAND (SP): Fine-grained sand, medium dense, trace silt,
9 poorly ?aded, no odor.
- 12 - .:.:.:.:
- t4 - .:.:.:.: sP
3.s ~5 5 14.5 to '~.0 fL SAND (SP): Light gray, fine- to coarse-greined sand,
- 16 -- 9 medium :ense, poorly graded, subrounded, damp, no odor.
-18-
- 20- 2.0 2o s ~@.5 ~o 2'.0 ft. SAND {SP): Light gray, fine- to coarse-grained sand,
11 medium ::ense, subrounded, damp, no odor. ..
Ended 2.,.ringer 20 feet. Sampled to 21 feet.
-22-
-24- :- . ........
11/03/~994 lithlog-mar93 Page: I of
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· "Drilling Log
J-~J-~J~ GROUNDWATER Soil Boring B4
IIITECHNOLOGY.
~roiect Sears No. I318 ~' Owner Sears Merchandise GrouP. ForSeeBoringSite NaPLocation '
_ocation Bakersfield, CA --- Proi. No. 022500009
Surface Elev. Total Hole Depth 20 ft. Diameter '7 in. COMMENTS:
Top of Casing Water Level Znitial __ Static
Screen: Dia Length Type/Size
Casing: Dia Length Type
Fill Haterial Cuttinqs/Cement Rig/Core Mobile Bao
Drill Co. Consol/dated Testing Hethod Hollow Stem Auqer . ·
Driller Larry Ne/Is Log By Stephen Bork Date 9/20/94 Permit #
Checked By Stephen Bork License No. RG $620
'o ~ >'
~ ~ ,- ~ o ~ Description
c~ hC~ E ~ ~ ~-- U~ (Color, Texture, Structure)
_ ~ Trace < 10%, Little 10% to 20%, Some 20% to 35%, And 35% to 50%
- 0 -- 84- iiiiiiii 0.0 to LO ft. Asphalt.
- 4 - ::::::::::
3 .'-'-'-'.' 4.5 to ;..0 ft. SAND (SP): Medium grayish brown, fine-grained, trace silt,
Ir:.:.:.:.: medium dense, poorly graded, damp, no odor.
5.05 4r.'.'.'.'
r,:.:.:.:
h6- 6 ....
- 8 -
:.:.:.:..
- 10 -- 4.0 I0 6 .... 9.5 tO il.0 ft. SAND (SP): Medium grayish brown, fine-grained, trace silt,
9 SP medium dense, poorly graded, damp, no odor'.
- 12 - :::::::::
- 14 - :-:-:-:':
3.0 15 6 14.5 to '6.0 ft. SAND (SP): Light gray, fine- to coarse-grained sand,
9 .... medium dense, poorly graded, subrounded, damp, no odor.
- 18 - r.:.:.:.:
4 ~ :.:.?:. ~9.5 tC £1.0 ft. Same as above.
-20- 4.0 I"z-O 7
Endec2oring at 20 feet. Sampted to 21 feet.
-22-
-24-
11/0311994 lithlog-rnarg3 Page: I of
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· 'Drilling Log
[~ROUNDNATER Soil Boring B5
TECHNOLOGY ; .... .
Proiect Sears No. 1318 Owner' Sears Merchandise Group See Site NaD
For Boring L DCa tion
Location Bakersfield, CA -'-Proi. No. 022500009
Surface Elev. Total Hole Depth 20 ft. Diameter 7'~.. CONNENTS:
Top of Casing i Water Level Initial I Static
Screen: Dia Length Type/Size
Casing: Dia I Length Type ..
Fill Material cement ' Rig/Core ,~tobile B80
Orill Co. Consolidated Testing Method Hollo~/ Stem ,~ueer
Oriller Larry Nell$ Log By Stephen Bork Date 9/20/94 Permit ~
Checked By Stephen Bork License No. R6 ~620
=~ ~ Description
~ ~ ~ z ~ ~ ~ (Color, Texture, Structure)
~ ~ o ~
m Trace < 10%, Little ~0% to 20%, Some 20% to 35%, And 35% to 50%
- 0 -- 85- ~i~i]~] 0.0 [0 1.3 ft. AsphsIt.
.:.:.:.:.:
- 4 - :':':':': ....
..... 4.5 to{.2 ft. SANg (SP}: Medium greenish brown, fine-grained, trace siJL
137 5 4 medium :ense, damp, moderate odor.
6
6 -
h:.:.:.:
- 8 - ::::::::
- ]0 ~ e.s ~o ~ ~.5 to r.3 fL S~ (S~): UOht ~ro~a, fiae- to coarse-~raineO, meOium
8 SP dense, ;uerounded, damp, no odor.
- 12 - ~ ::::::::
- 14 - .:.:.:.:
0 15 7 14.5 to '5.0 ft. Same as above.
- 18 - .:.:.:.:
5 ~ :':':':' 19.5 to 2'.0 ft. Same as above.
- 20- o 2o z
8~ Ended :.~ring at 20 feet. Sampled ~o 21 feet. Soil cuttings Rlaced in
labetec ~5-gallon drum, sealed and left on site.
-22-
- 24 -
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11/03/1994 lithlog-mar 93
Page: 1 of I
- "Drilling LOg
GROUNDNATER Soil Boring B6
TECHNOLOGY -
'roiect Sears No. 1318 ]' Owner Sears Nerchandise Group See Site Nap
For Boring Location
_ocation' Bak.~_.~ersfield. CA -~' Proi. No. 022500009
3urface Elev. Total Hole Oepth 20 ft. Diameter 7 in. COI~iMENTS:
fop of Casing Mater Level Initial __ Static
Screen: Oia Length Type/Size
Casing: Oia Length Type
Fill Material Cement· Rig/Core /~ob~le BaO
3rill Co. Consolidated Tesh'n,q Method Hollo~/ Stem Auqer
Driller Larry ~¢ells Log By Stephen Bork Date 9/20/94 Permit #
Checked By Stephen Bork License No. RG 5620
~.;- r~e ~ g ~ z~5~ Description
u.~ E ~ ~: ~ (Color, Texture, Structure)
· O
03 ~ ~ ~ Trace < 10%, Little 10% to 20%, Some 20% to 35%, And 35% to 50%
-- 0 -- B6- " 0.0 tO 1.0 fL AsPhalt.
Asp
- 2 -
- 4 - sH 4.5 to 6.~ ft. Silly SAND (SM): Medium brown, fineTgrained sand, silt,
- 4368 5 medium dense, poorly graded, damp, strong odor. '
8 ':':'.'.
I '""" 9.5 to I1.0 ft. SAND (SP): Medium gray, fine- to medium grained, medium
-- 10 -- 153 10 %'""
'""" dense, poorly graded, damp, faint odor.
-12 - ......
.:-:.:-:-sP
- 14 - :.:.:....
4.o ~5 .".'.'.' 14.$ to :_~.0 ft. SAND (SP): Fine- (o coarse-grained, medium dense, poorly
:!:!:!:i:: i graded,,u rounded, damp, no odor.
- 16 - :.:.:.:..
',':':E'
:.:.:.:.'
- 18 - ::::::::.
:.:.:.:.:~
':.:.:-:'1
- 20- 0 2o -% 19.5 [o 2:.0 ft. Same as above.
Ended boring at 20 feet. Sampled to 2I feet. Soil cuttings placed in
labeled _~5-gallon drums, sealed 8nd left on site.
- 22 -
-24-
· 11/03/1994 lithtog-mar93 Page: i of
· "Drilling Log .
~-~[--~] (~ROUNDNATER " Soil Boring B7
~--~F-] TECHNOLOGY
', See Site Nap
~roiect Sears No. 1318 '. Owner £ears fiterchandise Group For Boring Location
Location Bakersfield, CA -~' Proi. No. 022500009
Surface Elev. Total Hole Depth 20 ft. Diameter '7 in. CONNENTS:
Top of Casing Hater Level Initial __ Static
Screen: Oia Length Type/Size
Casing: Dia Length Type
Fill Haterial Cuttinqs/Cement Rig/Core Nobile DSO
Drill Co. Consolidated Testing Hethod Hollow Stem Auger
Driller Larry Nails Log By Stephen Bork Date 9/20/94 Permit ~
Checked By Stephen Bork License No. R~ 5620
R ~ ~ Description
~¢ ~ ~ o ~ (Color, Texture, Structure)
~ ~ ~ ~ Trace < 10%, Little 10% to 20%, Some 20% to 35~, And 35~ to 50~
-'0 -- BT- ~ 0.0 to i.O ft. Asphalt.
3 4.5 to ~.3 ft. Silty SAND (SM): Medium brown, fine-grained sand, silt, loose,
' 5.0 5 poorly ~;aded, damp, no odor.
- ~0 -- 3.0 ID 9.5 to 11.0 fL SAND (SP): Light gray, fine- to medium grained, medium
dense, 3oorly graded, damp, no odor.
4.T 15 t4.5 [o '~.0 ft. SAND (SP): Light gray, fine- to coarse grained, medium
dense, :oorly graded, subrounded, damp, no odor.
-20- 6.o 2o % 19.5 to:L0 ft. Same as bove.
Ended :oring at 20 feet. Sampled to 21 feet. ..
-22-
-24-
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· :Drilling Log
I~I(~ROUNDNATER Soil Boring B8
TECHNOLOGY
~roiect Sears No. 1318 Owner Sears I~erchandise Group See Site Nap
For Boring Location
.ocation Bakersfield. CA -'- P[0i-No. 022500009
Surface Ele¥. Total Hole Depth 20 ft. 0iarneter ~ in. CONNENTS:
Top of Casing Water Level Initial __ Static
Screen: Dia Length Type/Size
Casing: Dia Length Type
Fill Haterial Cuttings/Cement Rig/Core ~lobile Bao .
3rill Co. Consol/dated Testing Hethod Hoflow Stem Auger
Driller Larry Wells Log By Stephen Bork Date 9/20/94 Per,it ¢
Checked By Stephen Bork License No. RG ~620
=~ ~ ~ ~ ~ Description
'~ ~ ~ ~ (Color,'Texture, Structure)
-- ' ~ = II ~ II ~ T,,o~ <,0,, Little ,O, to 20,, Some 20, to 35,, A,d 35, to 50*
- 0 - B8- 0.0 [o I..3 fL AsphalL
-'4 -- 4.5 to &..3 fL Silty SAND (SM): Medium brown, fine-grained sand, silt.
3.0 5 medium sense, poorly graded, damp. no odor.
S~
- l0 -- 177 10 9.5 to IL0 ft. Silty SAND (SH): Medium brown, fine- to medium-grained ~ith
blue gr87 sandy silt
-12 -
5.o 15 14.5 [o '~.0 fL SAND (SP): Light gray. fine- (o coarse grained, medium
- ~6 - dense, 23orty. graded, subrounded, damp, no odor.
sP.
-20- 4.o 2o ~ 19.5 [o 2'.0 fL Same as above.
-22-
-24-
11/03/1994 lithlog-mar93 Page: 1 of ~
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[~-~/~ GROUNDWATER
[~][~ TECHNOLOGY
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July 22, 1994
GOLDEN STATE/CAS
LABORATORIES, INC.
Eileen Brennan'
Groundwater Technology, Inc.
275 E. South Temple, Suite 321
Salt Lake City, UT 84111
Re: Sears-Bakersfield/Store //1318
Dear Eileen:
Enclosed are the results of the rush samples submitted to our lab on July 12, 1994.
For your reference, these analyses have been assigned our service request number
LA942480. ~
All analyses were performed in accordance with our laboratory's quality assurance
program. Golden State / CAS is certified for environmental analyses by the California
Department of Health Services (Certificate # 1296/Expiration - August 1994).
Please call if you have any questions.
Respectfully submitted,
Golden State / CAS Laboratories, Inc.
Dr. B. Gene Bennett
Laboratory Director
GB/iz
6925 CANOGA AVENUE [] CANOGA PARK, CA 91303 [] 818587-5550 [] FAX 818587-5555
!
IClient:
Project:
Sample Matrix:
GOLDEN STATE / CAS LABORATORIES, INC.
Analytical Report
Groundwater Technology, Inc. '-'
Sears-Bakersfield/#1318
Soil
Date Collected:
Date Received:
Service Request No.:
07/12~94
07/12~94
LA942480
!
!
BTEX and TPH as Gasoline
EPA Methods 5030/8020/Modified 8015/California DHS LUFT Method
Sample Name
DS-1
I L
S-1
· DS-2
LS-2
IDS-3
LS-3
DS-4
LS-4
Method Blank
Lab Code Date Analyzed Benzene Toluene Ethylbenzene
rng/Kg (ppm) rog/Kg (pprn) rng/Kg {ppm)
LA942480-1 07/12~94 2.6 97 40
LA942480-2 07/12~94 8.1 230 100
LA942480-3 07/13/94 7.9 240 75
LA942480-4 07/13/94 11 280 85
LA942480-5 07/12/94 0.93 36 16
LA942480-6 07/13/94 * < 0.05 1.9 1.1
LA942480-7 07/12/94 1.8 73 33
LA942480-8 07/12/94 6.2 120 44
LA942480-MB 07/12/94 ND ND ND
Total TPH as
Xylenes Gasoline
rog/Kg {ppm) mg/Kg (ppm)
410 280O
990 84OO
850 '7000
690 49O0
190 1500
19' 190
420 3300
420 3400
ND ND
IMRL
0.005 0.005 0.005
0.005 0.1
!
!
TPH
ND
MRL
Total Petroleum Hydrocarbons
MRL is elevated because of matrix interferences and because the sample required diluting.
None Detected at or above the method reporting limit
Method Reporting Limit
!
!
Approved by
6925 CANOGA AVENUE
~O--~ f~. , ~-¢~2¢r~z~ Date
[] CANOGA PARK, CA 91303
818 587-5550
FAX 818 587-5555
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Client:
Project:
Sample Matrix:
GOLDEN STATE / CAS LABORATORIES, INC.
Analytical Report
Groundwater Technology, Inc.
Sears-Bakersfield/# 1318
Soil
Date Collected:
Date Received:
Date Analyzed:
Service Request No.:
Total Lead
EPA Method 3050/7420
mg/Kg (ppm)
Sample Name
DS-1
LS-1
DS-2
LS-2
DS-3
LS-3
DS-4
LS-4
Method Blank
Lab Code
LA942480-1
LA942480-2
-LA942480-3
LA942480-4
LA942480-5
LA942480-6
LA942480-7
LA942480-8
LA942480-MB
MRL
MRL
ND
Method Reporting Limit
None Detected at or above the method reporting limit
Approved by
6925 CANOGA AVENUE
CANOGA PARK, CA 91303 []
Date 7/2-7_//?,¢'
818 587-5550
07/12/94
07/12/94
07/13/94
LA942480
Result
10
12
8
ND
15
ND
18
25
ND
FAX 818 587-5555
I
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Client:
Project:
Sample Matrix:
GOLDEN STATE / CAS LABORATORIES, INC.
QA/QC Report
Groundwater Technology, Inc.
Sears-Bakersfield/# 131 8
Soil
Service Request No.:
LA942480
!
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Surrogate Recovery Summary
BTEX and TPH as Gasoline
EPA Methods 5030/8020/Modified 8015/California DHS LUFT Method
Sample Name
Lab Code'
Percent Recovery
4-Bromofluorobenzene
Percent Recovery
a,a,a-Trifluorotoluene
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DS-1
LS-1
DS-2
LS-2
DS-3
LS-3
DS-4
LS-4
Method Blank
Matrix Spike
Duplicate Matrix Spike
LA942480-1
LA942480-2
LA942480-3
LA942480-4
:LA942480-5
LA942480-6
LA942480-7
LA942480-8
LA942480-MB
LA942464-15MS
LA942464-15DMS
97
103
101
100
108
110
105
I O3
102
93
93
'9O
96
100
98
98
96
94
98
103
87
87
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I
CAS Acceptance Criteria
50-130
60-120
I
!
Approved by
6925 CANOGA AVENUE
CANOGA PARK, CA 91303 []
818 587-5550 []
FAX 818 587-5555
L A B O RAT O R IE S, IN C, CHAIN OF CUSTODY/LABORATORY ANALYSIS REQUEST FORM
~ . ' PHONE .
PR~EOT MNGR.
S~PLE
I.D. DATE TIME I.D. MATRIX ,
- L /o:,p q
(~ ~ ~L~I~[D BY: ~ ~D BY: ~ND ~I~MENTS: ~PO~ ~I~ENTS: INVOI~ INFO~ATI~: ~M~E ~1~:
~mmro ~ ]~. f - ~ st~ ~e~ ~, ~1. R~ Ondu~ DUP,MS, Shi~
~~/~~r{/ __ ~ (S~ ~ ~SD, s ~uir~, ~ ~ aill to:
~ ~ sa~) CmOs:
~ ~rm ~ ~ V~ ~ai~n~ IlL Data V~i~a~ R~ A~t~ f~
~t~me ~t~me R~umt~ R~ Date .~
~klN~ED BY: ~NED BY: ~LIN~I~ED BY: ~D BY: SPECIE INS~U~NS/~MMENTS:
~mture ~ture ~mre ~tu[e '
Rrm ~rm Rrm ~rm ~
~t~me ~t~me ~t~me ~t~me
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GOLDEN STATE/CAS
LABORATO. RIES. NC.
July 21, 1994
Eileen Brennan
Groundwater Technology, Inc.
275 E. South Temple, Suite 321
Salt Lake City, UT 84111
Re: Sears Bakersfield Store #1318
Dear Eileen'
Enclosed are the results of the sample submitted to our lab on July 15, 1994. For
your reference, these analyses have been assigned our service request number
LA942516.
All analyses were performed in accordance with our laboratory's quality assurance
program. Golden State / CAS is certified for environmental analYses by the California
Department of Health Services (Certificate # 1296/Expiration - August '1994).
Please call if you have any questions.
Respectfully submitted,
Golden State ! CAS Laboratories, Inc.
Dr. B. Gene Bennett /,I
Laboratory Director
GB/ib
6925 CANOGA AVENUE []
CANOGA PARK, CA 91303
[] 818 587-5550 · FAX 818 587-5555
Client:
Project:
-Sample Matrix:
MRL
TPH
ND
Sample Name
LS-5
Method Blank
MRL
GOLDEN STATE / CAS LABORATORIES, INC.
Analytical Report
Groundwater Technology, Inc ....
Sears Bakersfield Store//1318
Soil
Approved by
6925 C^NOGA AVENUE
Date Collected:
Date Received:
Service Request No.:
BTEX and TPH as Gasoline
EPA Methods 5030/8020/Modified ,8015/California DHS LUFF Method
Lab Code Date Analyzed
Benzene Toluene Ethylbenzene
mg/Kg (ppm) mg/Kg {ppm} rng/Kg {ppm)
LA942516-1 07/20/94 ND ND
LA942516-MB 07/20/94 ND ND
Total Petroleum Hydrocarbons
None Detected at or above the method reporting limit
Method Reporting Limit
~~, ~-~-~ Date
[] CANOGA PARK, CA 91303 []
07/15~94
07/15/94
LA942516
Total TPH as
Xylenes Gasoline
mg/Kg (ppm) rng/Kg (ppm)
ND. ND ND
ND ND ND
0.005 0.005 0.005
818 587-5550
0.OO5 - 0.1
FAX 818 587-5555
Client:
Project:
Sample Matrix:
GOLDEN STATE / CAS LABORATORIES, INC.
Analytical Report
Groundwater Technology, Inc ....
Sears Bakersfield Store #1318
Soil
Date Collected:
Date Received:
Date Analyzed:
Service Request No.
Total Lead
EPA Method 3050/7420
mg/Kg (ppm)
Sample Name
LS-5
Method Blank
Lab Code
LA942516-1
LA94251 6-MB
MRL
5
5
MRL
ND
Method Reporting Limit
None Detected at or above the method reporting limit
Approved by
6925 CANOGA AVENUE
[] CANOGA PARK, CA 91303
Date
818 587-5550 []
07/15/94
07/15/94
O7/2O/94
LA942516
Result
ND
ND
FAX 818 587-5555
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.I
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Client:
Project:
Sample Matrix:
GOLDEN STATE / CAS LABORATORIEs, INC.
QA/QC Report
GroundWater Technology, Inc. _.
Sears Bakersfield Store #131 8
Soil
Service Request No.:
LA94251 6
Surrogate Recovery Summary
BTEX and TPH as Gasoline
EPA Methods 5030/8020/Modified 8015/California DHS LUFT Method
Sample Name
LS-5
Method Blank
Matrix Spike
Duplicate Matrix Spike
Lab Code
Percent Recovery
4-Bromofluorobenzene
LA94251 6-1 73
LA942516-MB 82
LA942517-46MS ' 89
LA942517-46DMS 89
Percent Recovery
~,a,a-Trifluorotoluene
73
85
8O
79
CAS Acceptance Criteria
50-130
'60-120
Approved by
6925 CANOGA AVENUE
[] CANOGA PARK, CA 91303
Date ~/;;;:L//? ~
818 587-5550
[] FAX 818 587-5555
I
I
I
Client: -
Project:
Sample Matrix:
GOLDEN STATE / CAS LABORATORIES, INC.
QA/QC Report
Groundwater Technology, Inc.
Sears Bakersfield Store #1318
Soil
Date Analyzed:
Service Request No.:
07/20-21/94
LA942516
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Matrix Spike/Duplicate Matrix Spike SummarY
BTEX and TPH as Gasoline
EPA Methods 5030/8020/Modified 8015/California DHS LUFT Method
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Lab Code: LA942517-46
Analyte
Spike Sample Spike Result
Units Level Result MS DMS
Benzene mg/Kg (ppm) 0.0800 ND 0.0684 0.0714
Toluene mg/Kg (ppm) 0.0800 ND 0.0681 0.0708
Ethylbenzene mg/Kg (ppm) 0.0800 ND 0.0692 0.0733
TPH as Gasoline mg/Kg (ppm) 2.00 ND 1.89 2.02
Percent Recovery
EPA
Acceptance
MS DMS Criteria
86 89 39-150
85 88 46-148
86 92 32-160
94 101 70-140
Relative
Percent
Difference
4
4
6~
7
I TPH
ND
Total Petroleum Hydrocarbons
None Detected at or above the method reporting limit
I
I
Approved by
6925 CANOGAAVENUE Im CANOGA PARK, CA 91303
Date
[]
7/.~,/¢¢
818 587-5550
FAX 818 587-5555
I
LABORATORIES, INC.
6925 ~NOGA AVENUE · ~N~A PARK, ~ 91303
818 587-5550 · FAX #818 587-555~
COMPANY/ADDRESS
! I I I I I I
CHAIN OF OUSTODY/ BO TORY ANA
ANALYSIS REQUESTED
PAGE _../L OF ?~-~~
PROJECT I~FJ1. ~?ATON
PHONE
PROJECT MNGR.
SAMPLERS SIGNATURE
SAMPLE LAB
I.D. I.D.
SAMPLE
MATRIX
REMARKS
Date/time
~nature
Firm
Dat~rrlme
Datb/Tlmb
FELI~IOLIISHED BY:
RECEIVED BY:
Signature
Firm
Dateffime
TURNAROUND REQU~RE/M. MENTS: REPORT REQUIREMENTS:
24 hr 48 hr /~"-5 day I. Rauline Rqxxt
Standa'd-- ,?--- ~ II. Report (includes DUP,MS,
o~r (spec~y)
Pr~de VerbaJ PraiCffnanJ
Resu~
Requested Rq:x~t Date __
RELINI~IJISHED BY:
Signature
Firm
Date/Time
MSD, as required, may be
charged as samples)
IlL Data VaJidal~m Report '
(includes NI Raw Data)
__ RWQCB
RECEIVED BY:
Signature
Firm
)ara/Tim8
P.O. #
Bill to:
INVOICE INFORMATION:
SAMPLE RECEIPT:
Shipping VIA:
Ship~ng #:
Con~oa:
Accepted for Analysis by:.
SPECIAL INSTRUCTIONS/COMMENTS:
GROUNDWATER
TECHNOLOGY
Login Number:
Project ID (number):
Project ID (name):
022500017
C4090343
022500017
SEARS, Bakersfield, CA
I
I
I
I
I
I
I
I
I
Dear E. Brennan:
Enclosed please find the analytical results for the samples received by GTEL
Environmental Laboratories, Inc. on 09/22/94 under Chain-of-Custody Number(s)
16048,21683.
A formal Quality Assurance/Quality Control (QA/QC) program is maintained by
GTEL, which is designed to meet or exceed the EPA requirements. Analytical work
for this project met QA/QC criteria unless otherwise stated in the footnotes.
GTEL is certified by the Department of Health Service under Certification Number
E1075.
If you have any questions regarding this analysis, or if we can be of further
assistance, please call our Customer Service Representative.
Sincerely,
GTEL Environmental Laboratories,
Rashmi Shah
Laboratory Director
Inc.
m
GTEL Client ID: 02250001~
Login Number: C4090343
m Project (number):
ID
022500017
Project ID (name): SEARS, Bakersfield', CA
ANALTTICAL RESULTS
Volatile Organics
Method: EPA 8020
Matrix: Soil
m Reporting '
AnalTte . ' Limit Units Concentration:Wet Weight
Toluene 0.005 mg/kg < 0.005 < 0.005 < 0.005 < 0.005
ylenes (total) 0.015 mg/kg < 0.015 < 0.015 < 0.015 < 0.015
BFB (Surrogat6) -- % 77.9 96.4 96.4 100.
INotes:
Dllutl~ Fact~:
Dilution factor indicates the adjust~nts made for sample dilution.
m EPA 8020:
'Test Methods for Evaluating Solid Waste. Physical and Ch~ical Methods. SW-846'. Third Edition. Revision 1. US EPA November 1986. Modification for TPH
m a
s gasoline as per California State Water Resources Board LUFT Manual prot~ols. May 1988 revision, BFB surrogate r~overy acceptability limits are 60
- 119 6.
m
m
m
m
m
m
mGTEL Concord, CA
C4090343:1
m
m
~GTEL
ENVIRONMENTAL
LABORATORIES, INC.
m
m
GTEL Client ID: 022500017
Login Number: C4090343
Project ID (number): 022500017
Project ID (name): SEARS, Bakersfield, CA
ANALYTICAL RESULTS
Volatile Organics
Method: EPA 8020
Matrix: Soil
Reporting
m Analste Limit Units Concentration:Wet Weight
Toluene 0.005 mg/kg < 0.005 < 0.005 < 0.005 < 0.005
Xylenes (total) 0.015 mg/kg < 0.015 < 0.015 < 0.015 < 0.015
BFB (Surrogate) ~- % 99.6 87.1 78.5 89.3
mNotes:
Dllutlom Factor:
Dilution factor indicates the adjustments made for samp!e dilution,
m EPA 8020:
'Test Methods for Evaluating Solid Waste. Physical and Ch~ical Methods. SW-846'. Third Edition. Revision 1. US EPA Nowmber 1986. Modification for TPH
m as gasoline as per California State Water Resources Board LUFF Manual prot~ols, May 1988 revision. BFB surrogate r~overy acceptability limits are 60
- 119 ~.
m
m
m
m
m
m
mGTEL Concord, CA
C4090343:2
m
m
GTEL
ENVIRONMI:NTAL
LABORATORIES, INC.
I
I
I
.GTEL Client ID: 022500017
Login Number: C4090343
Project ID (number): 022500017
Project ID (name): SEARS, Bakersfield, CA
ANALYTICAL RESULTS
Volatile Organics
Method: EPA 8020
Matrix: Soil
Reporting
I Limit Units Concentration:Wet W~ei ght
Analyte
Toluene 0.005 mg/kg < 0.005 < 0.005 < 0.005 < 0.005
'Xylenes (total) 0.015 mg/kg < 0.015 < 0.015 < 0.015 < 0.015
BFB (Surrogate) -- % 77.9 71.2 69.9 80.3
INotes:
I
!
i
I
I
I
I
I
I
I
I
I
Dilution Factor:
Dilution factor indicates the adjustments made for sample dilution.
EPA 8020:
'Test Methods for Evaluating Solid Waste. Physical and Chemical Methods. SW-846", Third Edition. Revision 1. US EPA November 1986. Modification for TPH
as gasoline as per California State Water Resources Board LUFT Manual protocols. May 1988 revision. BFB surrogate recovery acceptability limits are 60
- 119 %. ~
GTEL Concord, CA
C4090343:3
~GTEL
ENVIRONMENTAL
LABORATORIES. INC.
I
I
I
GTE[ Client ID: 022500017
Login Number: C4090343
Project ID (number): 022500017
Project ID (name): SEARS, Bakersfield', CA
ANALYTICAL RESULTS
..Volatile Organics
Method: EPA 8020
Matrix: Soil
Reporting
I Anal~te Limit Units Concentration:Wet Weight
Toluene 0.005 mg/kg < 0.005 < 0.005 < 0.005. < 0.005
Xylenes (total) 0.015 mg/kg~ < 0.015 < 0.015 < 0.015 < 0.015
BFB (Surrogate) -- % 80.8 71.8 72.3 79.7
INotes:
Dilution Factor:
I
I
I
I
I
I
I
I
I
I
I
I
Dilution factor indicates the adjustments made for sample dilution.
EPA 8020:
'Test Methods for Evaluating Solid Waste, Physical and Chemical Methods. SW-846', Third Edition. Revision 1. US EPA November 1986.
as gasoline as per California State Water Resources Board LUFT Manual protocols. May 1988 revision.
- 119 ~.
Modificstion for TPH
BFB surrogate recovery acceptability limits are 60
GTEL Concord, CA
C4090243:4
GTEL
ENVIRONMENTAL
LABORATORIES, INC.
I
I
GTEL Client ID: 022500017
Login Number: C4090343
Project ID (number): 022500017
Project ID (name): SEARS. Bakersfield, CA
QUALITY CONTROL RESULTS
Volatile Organics.
Method: EPA 8020
Matrix: Soil
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Method Blank ~sults
QC Batch No: A092694-1
Date Analyzed: 26-SEP~94
AnalTte Method:EPA 8020 Concentration: m9/k9
Toluene < 0.0050
Xylenes (Total) < 0.015
iNotes:
I
I
I
GTEL Concord. CA
C4090343:1
~GTEL
ENVIRONMENTAL
I LABORATORIES, INC.
-T-~RFrAN~
:ompany Name:
ompany Address:
reject Manager:.
attest that the proper fiel~l'sampling
rocedures were used during the collection
f these samples.
Field GTEL
Sample Lab #
ID (Lab use only)
Phone#:
FAX#:
Site Iocation:~..~
Client Project ID: (~~
(NAME)
Sampler Name
Method
Matrix Preserved Sampling
CIOFiTOIECi
A~NA~ R~ST~
53- zo' )4,
85- Is-'
I&T-
TAT
Special Handling
Priority (24 hr)
Expedited (48 hr)
7 Business Days
Other /
Business Days
[]
[]
[]
/
GTEL Contact
Quote/Contract #
Confirmation #
PO #
QA / QC LEVEL
SPECIAL DETECTION LIMITS
SPECIAL REPORTING REQUIREMENTS
REMARKS
BLUE[]
CUSTODY
RECORD (
lev. 7/91
OTHER .,~ FAX []
Rehnq
_ :inq~she~ b~:
ate/ Time
Received b~/Lab~)ratory:
Wo,'~ Order# 'C ~/oflO:ff5
Retlved bY: ~'",% ,:.- ,
,'3 ~ ~ ,'~ '
Lab Use Only Lot # Storage Location:
ENViRONMENIA!.
LABORATORIES, INC.
F?._~any Name:
:ompany Address:
'reject Manager: '
attest that tho proper field sampling
roce0ures were used during the collection
f these samples.
Phone #:
FAX #: //L /'/ //4~).~ ~__.~
Site location: ~-,4'?'---~ '~/'-~'/'~
Clier{~Pr(~j~ct ID: (~r) z~.~._.~O O O ? 7
(NAME)
Sampler Name (Prinl
Field GTEL
Sample Lab tf
ID (Lab use only)
Method
Matrix Preserved Sampling
II
- Zo'
~57-/~-'
f37- zo'
/58 -/5-'
AND ANAL YSIS REQUEST
TAT
Priority (24 hr) []
Expedited (48 hr) []
7 Business Days,._~. []
Other -//_~,"
Business Days
Special Handling
GTEL Contact
Quote/Contract #
Confirmation #
PO #
SPECIAL DETECTION LIMITS
SPECIAL REPORTING REQUIREMENTS
REMARKS
Lab Use Only Lot #
Storage Location:p k/~,
QA / QC LEVEL
BLUE [] CLP [] ~ FAX []
: er: ~ m
CUSTODY , . .':,,
RECORD':./' ~l~"lquish~/d-b': "¥-'J - U
/~,~te Time
· [~'at¢ - ' Time
Work Order # C ("~0 ~0--~ L~-~
ceived by: '~.. ,,. ,.,
R~4':.e}~v~d ~i- ~ ' // '
Received by Laboratory: - '
r ESOt RCE MANAGEMEN'i A ENCY
RANDALL L. ABBOTT
DIRECTOR
DAVID PRICE !11
ASSISTANT DIRECTOR
Environmental Health Services Department
STEVE McCAII Ey, REHS, DIRECTOR
Air Pollution Control District
WILl.lAM J. RODDY, APCO -
Planning & Development Services Department
TED JAMES, AlCP, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
January28, 1992
Robert Himeves
Sears
3001 Ming Avenue
Bakersfield, CA 93304
Dear Mr. Himeves:
It has come to the attention of this Department that an inspection has been conducted at
the facility located at the Automotive Repair Shops 3001 Ming Avenue, Bakersfield,
California.
The intent of this letter is to notify you that any future oversight performed by this
Department will result in costs being incurred by the responsible party. In accordance with
Kern County Ordinance Code G-5541, Section 8.04.100, the Department is authorized to
charge $65.00 per hour for time required to obtain abatement of violations noted during an
inspection. The types of costs which may be incurred include time required for
reinspections, review of repons, and laboratory services.
An invoice detailing all oversight work charged will be sent to you on a monthly basis.
Should you have any questions regarding our cost recovery policy, I may be contacted at
(805) 861-3636.
Sincerely,
Terry Gray
Hazardous Materials Inspector I
Hazardous Materials Management Program
TG:cas
~ncurred.cos
2700 "M" STREET, SUITE 300 BAKERSFIELD, CALIFORNIA 93301 (805) 861-3636
KESOURCE MANAGEMEN, AGI:.,~ICY
RANDALL L. ABBOTT
DIRECTOR
DAVID PRICE II!
ASSISTANT DIRECTOR
EnvironmentaJ Health ~e~/ices Deparm~ent
STEVE McCAii Fy, REHS, DIRECTOR
Air Pollution Control District
WILLIAM J. RODD¥, APCO
Planning & Development Services Department
TED JAMES, AICP, DIRECTOR
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
December 17, 1991
Mr. Robert Himenes
Sears
3001 Ming Avenue
Bakersfield, CA 93304
Dear Mr. Himenes:
A complaint was received by this office on November 18, 1991, alleging the improper
disposal of automotive wastes to a floor drain of the automotive shop of Sears at the address
noted above.
An inspection was conducted on the same day and violations of the following
hazardous waste regulations were noted at the time of inspection:
California Code of Regulations, Title 22, Section 66262.34(e)(1)(C). The initial
date of waste accumulation was not clearly marked and visible for inspection on
each container used for accumulation of excluded recyclable material.
California Code of Regulations, Title 22, Section 66262.34(e)(1)(E). The words
"excluded recyclable material," the composition, physical state, hazardous
properties, generators name and address were not clearly marked on each
container used for on-site accumulation of used oil.
During the inspection it was noted that you use a clarifier that appears to be connected
to floor drains in the shop area. During the inspection of the clarifier you stated that you
could not verify when it had last been pumped or cleaned of sludge. Please provide this
Department with plumbing plans of the shop facility.
Additionally, you must correct the above violations and have the clarifier pumped out
within thirty (30) days of receipt of this notice. A reinspection will be made on or after that
date to verify compliance.
Mr. Robert Himenes
December' 17, 1991
Page 2
In addition, the above ground waste oil storage tank must be properly labeled. You
should contact the City of Bakersfield Fire Department, Hazardous Materials Division, for
complete information on their storage and labeling requirements for above ground tanks.
If you have any questions, you may contact me at (805) 861-3636, extension 582.
Sincerely,
Terry Gray
Hazardous Materials Inspector
Hazardous Materials Management Program
TG:ch
Certified Number: P 767 335 953
cc: Department of Tox/c Substances Control Program
grayksears.let
Shallow Injection We~£
FACILITY NAME
OA?E OF
INSPECTOR(S): /~/$/$Y ~leAV
ecklist~'
ll/90
ADDITIONAL PARTICIPANTS
I. General Information
A. Introduce Yourself and All Others
(Show Credentials)
B. Explain why you are there, go over the Notice of
Inspection· Have them read and sign it
C. (Need Legal Info·)
Owner's Name: ~g
Address: ~ool rn ~'N~ ~Ve W~K~,.~/~ fA. ~,~y
Phone No. ~o~-~32,21// '
D. Operator's Name: ~m~e
Address:
Phone No.:
(SWAP BUSINESS CARDS, also ask for business license)
Parent Company:
Address:
F®
II.
Are they a subsidiary of a corporation?
incorporated in the State?:
Contact Person: ~d~¢~ .~//W~5
Phone #: F~5- ~,~-~1//
Are they
Interview the Operator\Nature of Business
A. How Long in Business?: ~ ,v~R5 ~,~=
B. Are they a Member of an Association?: .~36 ~vr~w~r,~ ~c~//~
C. Are they aware of any Water Supply Well Location/Ownership:
Site History - Years of Occupation, Previous Owners and
Uses of the Facility: .sc^,~,s /n~,'~-'r ~'/~,2, .r~¢J/FY ,~L. ~-zA~.: ~.,wo,
E. Products or Services Offered?:
F. Brief Description of any. Process, Operation, or
Maintenance that Produces Waste:
· c/Ar.,'r-~'.~.r
G. What Chemicals are Stored on
~. Material Safety D~ta sheets?:
UNDERGROUND INJECTION COI~ROL PROGI~,H
INSPECTION REPORT
Inspector
Facility Informatio~
Facility Name
Parent Company
Address 3oct
City
Contact Name and Position
Phone ~u& - ~3 2 - 2///
State om Zip ~
/
Description of waste stream
Description of injection ~ell
Description of activity that may endanger ground water but not
related to injection wells or tanks (e.g. ponds, spills)
.Inspection Information
Inspection Date
Number of Wells
Well Type Auto Service
Agricultural Drainage
Status of Wells Active
Other
Injectate Sampled(Y/N)
Violation Found(Y/N)
Follow-Up Needed(Y/N)
RCRA Facility(Y/N)
~ Industrial Waste
Storm Water Other
Abandoned
Under Construction
WORK ORDFR LOG ~4~:~:4:
Ha zmats
WORK ORDE~ N~ME =
PAET¥ (RP) ~=
RP CONTACT,' ~.::
RP ADDRESS=
RP CITY:
STATE= ,'~? ZIP= :E~=. ~' +
RP PHONE NOS.:
INSPECTOR: .....
PROGRAM: ',..HMMP-Enforcement
DESCRIPTION=
','. HMMP-Permitting
LOCATION=
F~CILITY
NAME:
COMMENTS:
WORK ORDER LOG ~H~:~:T
Wot.k: Order #:
WO CAt=ec3'or'p':
WO T~De:
1~ Code:
RESPONSIBLE
PARTY (RP) H]~: _~'C'/-~C %
RP CONTACT: /~,:.,"-,.'.. .... ~/, ,~,-.-~ ~
RP PHONE NOS.=
INSPECTOR:
PROGI~AH:
Hl~P-Enforcemen=
HHHP-Permitting
DESCRIPTION= / .... ~'~'~
LOCATION=
FACILITY
NAME:
COMHENTS: