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HomeMy WebLinkAbout3800 CALIFORNIA AVENUE B E R S F I D FARE IIIIIIIIIIIIIIIIIIII 33 w R rM r September 2,2009 IE Mr.Ted Nicholas Three Way Chevrolet 4501 Wible Road Bakersfield,CA 93313 RE: Closure Request for Three Way Chevrolet 3800 California Ave, Ronald J. Fraze ! Bakersfield,CA. Fire Chief Dear Mr.Nicholas; Gary Hutton Tyler Hartley This is to inform you that this department has reviewed the results of the Douglas Greener soils analyses prepared by Veir Corp for the above mentioned location. Deputy Chiefs Based upon the information provided, this department is in concurrence with the report and determined that at this time, no further investigation or action will be required for this site. Nothing in this determination shall constitute or be construed as a satisfaction or release from liability for any conditions or claims arising as a result of past, current, or future operations at this location. Nothing in this determination is intended or shall be construed to limit the rights HOWARD H.WINES,III of any parties with respect to claims arising out of or relating to deposit DIRECTOR or disposal at any other location of substances removed from the site. PREVENTION SERVICES This letter does not relieve the parties involved of any responsibilities 1501 Truxtun Ave. mandated under the California Health and Safety Code and California Bakersfield,CA 93301 Water Code if existing, additional, or previously unidentified VOICE: (661)326-3979 contamination at the site causes or threatens to cause pollution or FAX: (661)852-2171 nuisance or is found to pose a threat to public health or water quality. If you have any questions regarding this matter, please contact me at (661)326-3684. Sincerely, �ao�vtornr"eh�.e Craig Perkins REA /yce �,p,\G T.PFR Hazardous Materials Specialist { Fs'EA 1-08330 cc: Mr.Mark Magargee PG \� xpires:-m; J d Mr.Ross Sessions IIIIIIIIIIIIIIIIIIII 34 IE Corp -nvironmentafManagement Services August 21, 2009 Mr. Ted Nicholas Three Way Chevrolet 4501 Wible Road Bakersfield, California 93313 TANK CLOSURE REPORT FOR THREE WAY CHEVROLET 3800 CALIFORNIA AVENUE, BAKERSFIELD, CALIFORNIA(BFDESD PTA#BTR-1228) Dear Mr. Nicholas: `VEIR Corp was contracted by Sessions, on behalf of Three Way Chevrolet, to conduct soil sampling and laboratory analysis associated with the removal of the fueling facilities at the above-referenced site. The fueling facilities are operated under Bakersfield Fire Department Environmental Services Division (BFDESD) Permit to Operate (PTA)#015-021-001228. The tank removal activities were performed under Permit to Abandon (PTA)# BTR-1228 with the BFDESD in association with the closure of the site. SITE DESCRIPTION The site is located at 3800 California Avenue in the city of Bakersfield, Kern County, California (see Figure 1 — Site Location Map). The site is at an elevation of approximately 400 feet above MSL, and the topography is relatively flat with a slight slope to the south-southwest. The property is located within the northwest quarter of the northeast quarter of Section 35, Township 29 South, Range 27 East, MDBM. The subject site is located on the northwestern corner of the intersection of California Avenue and Easton Drive. The subject site is surrounded by commercial properties and is 500 feet of State Highway 99. Located at the site were one 10,000-gallon, fiberglass-clad, single-walled steel underground storage tank (UST) used to store 87 octane gasoline and one single product dispenser (SPD) on a single island, along with double-walled fi berg lass.product piping (see Figure 2 - Plot Plan). The Three Way Chevrolet contact is Mr. Ted Nicholas, 4501 Wible Road, Bakersfield, California, 93313, (661) 377-1110. The general contractor contact is Mr. Ross Sessions, Sessions, 9521 Fritz Drive, Bakersfield, California, 93307, (661) 978-5059. The environmental consultant is Mr. Mark Magargee, WEIR Corp, 4560 California Avenue, Suite 110, Bakersfield, California, 93309, (661) 631-8347. The regulatory agency contact is Mr. Howard Wines, Bakersfield Fire Department Environmental Services Department, 1600 Truxtun Avenue, Suite 401, Bakersfield, California 93301, (661) 326-3979. Ll 456o CaCifornia.Avenue, Suite llo, Bakersfie" CaCtifornia 933og (661) 631-8347 oo Fax (661) X631-8007 Contractor License .Number 742735-A -wivlv.veir.net Mr. Ted Nicholas Three Way Chevrolet August 21, 2009- Page 2 SITE BACKGROUND GEOLOGY The site is located at an elevation of approximately 400 feet above MSL, and the topography slopes slightly to the south-southwest (see Figure 1). The site is located in the southern portion of the Great Valley geomorphic province. The Great Valley is a north-south-trending valley approximately 400 miles long by 50 miles wide, the southern portion of which is referred to as the San Joaquin Valley. The surface of the San Joaquin Valley is underlain by unconsolidated, Quaternary alluvial sediments. The alluvial sediments are underlain by older, predominantly lake bed deposits. These deposits lie unconformably on Miocene-Pliocene marine sediments, which extend to a crystalline basement at a depth of approximately 50,000 feet below grade (fbg) (California Division of Mines and Geology, 1965, Geologic Map of California, Bakersfield Sheet). The Quaternary deposits form a homocline dipping gently to the southwest. The alluvium consists of silty sands and fine-grained to coarse-grained sands, with intervals of finer grained sandy silts and clay. The deposits are alluvium consisting of poorly indurated and dissected fan and lake bottom deposits. Surface soils are classified by the Soils Conservation Services as Kimberlina - Urban Land - Cajon Complex and are characterized as 35 percent Kimberlina fine, sandy loam with moderate permeability; 30 percent Urban land with impervious surfaces and altered fills; and 20 percent Cajon loamy sand with high permeability. HYDROGEOLOGY Surface water and groundwater in the San Joaquin Valley are derived predominantly from the Sierra Nevada to the east and are transported by five major rivers, the southernmost being the Kern River. The subject site is located approximately one mile south of the Kern River. The depth to the regional unconfined aquifer is estimated to be in excess of 100 fbg at the site, and the groundwater gradient is anticipated to be to the south, away from the Kern River and toward the ancient Kern Lake bed (Kern County Water Agency (KCWA), 2002, 2001 Report on Water Conditions, Improvement District No. 4, February 1, 2002). FUELING FACILITY REMOVAL SOIL SAMPLING RESULTS On July 16, 2009, the gasoline UST, SPD, and product and vapor lines were removed from the site. TEIR Corp was contracted to provide an environmental technician under the direct supervision of the undersigned state of California registered geologist to collect soil samples at the direction of Mr. Howard Wines with the BFDESD. Mr. Ted Nicholas Three Way Chevrolet August 21, 2009- Page 3 On July 16, 2009, soil samples TK-1-N-2 and TK-1-N-6, and TKA-S-2 and TKA-S-6 were collected from 2 and 6 feet beneath the invert at the northern (fill) and southern (turbine) ends of the 10,000-gallon gasoline UST and soil samples D-1-2 and D-1-6; were collected from 2 and 6 feet beneath the SPD on the single dispenser island (see Figure 2 for the soil sample locations). All sampling equipment was washed with a non-phosphate cleanser, pre-rinsed with tap water, and finally rinsed with deionized water prior to sampling. The soil samples were collected using a backhoe. The soil samples were stored in 1-inch-diameter brass tubes, sealed with Teflon TM liners and end caps, labeled, placed in an ice chest at a temperature of less than 40C, and transported to a California State-certified laboratory for analysis. Sample identification and chain-of-custody procedures were followed for the samples to ensure sample integrity and to document sample possession from the time of collection to the ultimate destination. The sample labels identified the job number, sampler, date and time of collection, and a sample number unique to each sample. The soil samples were analyzed at Moore Twining Laboratories, Inc. for TPH as gasoline using EPA Method 8015 (M), BTEX, MTBE, TBA, DIPE, ETBE, TAME (oxygenates), EDB, and 1,2-DCA (lead scavangers) using EPA Method 8260, and total lead using EPA Method 7421. TPH as gasoline, BTEX, MTBE, TBA, DIPE, ETBE, TAME (oxygenates), EDB, and 1,2-DCA (lead scavangers) were not detected in the ten soil samples collected from beneath the USTs and MPDs. Total lead was detected in the soil samples varying from concentrations of less than 2 to 5.5 mg/kg, which are less than the CCR Title 22 Total Threshold Limit Concentration (TTLC) and consistent with the near surface concentrations of lead in the Bakersfield area (see Figure 2 for the soil sample locations, Table 1 - Summary of Soil Sample Analytical Results, and Attachment 1 for the Laboratory Report). CONCLUSIONS AND RECOMMENDATIONS Based on the soil sampling and laboratory analytical results, gasoline hydrocarbons were not found below the gasoline UST and dispenser. Therefore, the BFDESD will not likely require additional site investigation and cleanup activities. `VEIR Corp, on behalf of the property owner, recommends that the BFDESD issue a No Further Action (NFA)determination and consider the site for closure. This report has been prepared for the exclusive use of Mr. Ted Nicholas and Three Way Chevrolet as it pertains to the referenced property located in Bakersfield, California. The services performed by 'VEIR Corp were conducted in a manner consistent with the level of care and skill ordinarily exercised by members of its profession currently practicing under similar conditions in the State of California. No other warranty is expressed or implied. Mr. Ted Nicholas Three Way Chevrolet August 21, 2009- Page 4 WEIR Corp trusts that you will find this Tank Closure Report to your satisfaction. If you have any questions or require additional information, please contact Mr. Mark Magargee at (661) 631-8347 or at e-mail address mmagargee @veir.net. Respectfully submitted, �R 0 CEO -A ymn d�lr F Mark R. Magargee, PG, CHg &OK IL/j®No.4892 Consulting Hydrogeologist Z MRM:jIt Tq�OFCA1� P� Enclosures: Figure 1 - Site Location Map Figure 2 - Plot Plan Table 1 - Summary of Soil Sample Analytical Results for Tank Removal Attachment 1 - Laboratory Report cc: Mr. Howard Wines, BFDESD Mr. Ross Sessions, Sessions i +rL••�c:=tEttLaics^.�..rT�JC a��•"+�'�rm�^�-gyp({��� »mot _ •. 6`;�-\��.�..� _ �_ ,�t��i �is '"f'• e� ` S I �- lei o sr ``c•:" !? -- r-�`--I-- — -- �� Ja ,1 j! I K -�' ` ,� (�� ,! { ccY?,}•f ''0` � fir. k, k6t!' 1 r- o c .flu+ ao C .r J` -.t. �� 3•y"-' p' �? r'TR �_ a -+ ',. moo Fie �?3e ' ,_ 0.1 L F' E`L p `� ,= 2 II i G- '-`'c-.! ,Sa-�t �'•�'g f,l - --��-,..'r:-^. I _ � ''rte %'� b�°;fw-mod i� y', '^ '+ = " TIN f ! SuT1C' �tY 9 iQw r -pal , all; jL +'� P _ a�r«g'- ,O �J7• - lid - VxYw` 1- o l 4r1 , �I '� �'I •° • I I I �J2' I^ i \v st in , a-I vin°d t, •�� z -'"ff ii� 'e^o �e7� ~}'�`Sil- .Ij I-�� I�-� f.+ `,'tee 1 J+.• I 1.' r-� ..,..`.,` t. Rt, ,�I�,, `,71 I + • �AI 1+-f ' CFCs � i I7 U 1346 ::;•i!w '�� - iii 2$ •.L `L 1 ,{•- ! �}+ L-��...•D�...a LEGEND THREE WAY CHEVROLET 3800 CALIFORN[A AVENUE BAKERSFIELD, CALIFORNIA FIGURE 1 -SITE LOCATION MAP WEIR Corp REVISED:AUGUST 11,2009:jlt -- -.-^ -- EASTO OR �.._ L _r.,_ O' -�,r.•.. r i`f l'�. - - r cm I s� � a a, r�•° -- — ." C � rl ( L �a e it rJ4 � ) o2f�P oo JCY' 6 ' i 101 k o: em Lm FORMER 10,000-GALLON UST ��` r r �o oRR FORMER a ` pISPENSER 9a�n�103 1 °loF \'\` cr IS N Pad I oG(JA%��6,? QZ?ti, '_ - c l� F XI: ' 0.7 0� Cj w. wo �D o 8°0 ' k' �. cm LEGEND THREE WAY CHEVROLET o SOIL SAMPLE 3800 CALIFORNIA AVENUE BAKERSFIELD, CALIFORNIA FIGURE 2-PLOT PL.AA1 WEIR Corp REVISED:AUGUST 11.2009:ilt TABLE 1. SUMMARY OF SOIL SAMPLE ANALYTICAL RESULTS FOR TANK REMOVAL THREE WAY CHEVROLET,3800 CALIFORNIA AVENUE,BAKERSFIELD,CALIFORNIA DATE SAMPLE TPH AS ETHYL- TOTAL 1,2- TOTAL SAMPLE SOURCE SAMPLED DEPTH ID GASOLINE BENZENE TOLUENE BENZENE XYLENES MTBE TBA DIPE ETBE TAME EDB DCA LEAD REF (th9) (m9/k9) (m9fk9) (m9/k9) (m9/k9) (m9/k9) (m9tk9) (m91k9) (m9fk9) (m9fk9) (m9fk9) (m9/k9) (m9ik9) (m91k9) EPA ANALYTICAL METHOD 8015(M) 8260 7421 N/A REPORTING LIMIT 0.1 0.005 0.005 0.005 0.01 0.011 0.02 0.02 0.02 0.02 0.005 0.005 2 N/A North End of Gasoline 7-16-09 14 TK-1 N-2 ND ND NO ND ND ND ND ND ND ND ND ND 2.5 A UST 7-16-09 18 TKAN-6 ND ND ND ND ND ND ND NO ND ND ND ND ND A South End of Gasoline 7-16-09 14 TKAS-2 ND ND ND ND NO ND ND ND ND ND ND ND 3.5 A UST 7-16-09 18 TKAS-6 ND ND ND ND ND ND ND ND ND ND ND ND 3.9 A 7-16-09 2 D-1-2 ND ND ND ND ND ND ND ND ND ND ND ND 5.5 A Dispensers 7-16-09 6 D-1-6 ND NDI ND ND ND ND ND NDI NDI ND NDI ND 4.6 A REF=Report reference. N/A=Not applicable. ND=Not detected. A=VEIR Corp's current report. ATTACHMENT 1. LABORATORY REPORT MOORE 2527 Fresno Street ® WINING Fresno, CA 93721 A S S O CIA i f S, / N C. (559)268-7021 Phone California ELAP Certificate#1371 (559)268-0740 Fax August 17, 2009 Work Order#: 9G17025 Mark Magargee Vestech, LLC /dba VEIR 4560 California Ave., Suite 110 Bakersfield, CA 93309 RE: Sessions -Three Way Chevrolet Enclosed are the analytical results for samples received by our laboratory on 07/17/09 . For your reference, these analyses have been assigned laboratory work order number 9G17025. All analyses have been performed according to our laboratory's quality assurance program. All results are intended to be considered in their entirety, Moore Twining Associates, Inc. (MTA) is not responsible for use of less than complete reports. Results apply only to samples analyzed. If you have any questions, please feel free to contact us at the number listed above. Sincerely, Moore Twining ,associates, Inc. Ronald J. Boquist Director of Analytical Chemistry MOORE2527 Fresno Street Fresno,CA 93721 TWININS (55)268-7021 Phone �l a s s o c r n r e s, t N e. (559)268-0740 Fax California.E,LAP Certificate#1371 Vestech,LLC/dba VEIR Project: Sessions-Three Way Chevrolet 4560 California Ave.,Suite 110 Project Number: - Reported: Bakersfield CA,93309 Project Manager: Mark Magargee 8/17/09 ANALYTICAL REPORT FOR SAMPLES Sample ID Laboratory ID Matrix Date Sampled Date Received TK-IN-2 9G17025-01 Soil 07/16/0911:00 07/17/0915:00 TK-IN-6 9G17025-02 Soil 07/16/0911:05 07/17/0915:00 TK-IS-2 9G17025-03 Soil 07/16/0911:15 07/17/0915:00 TK-IS-6 9017025-04 Soil 07/16/0911:25 07/17/0915:00 D-1-2 9G17025-05 Soil 07/16/0911:35 07/17/0915:00 D-1-6 9G17025-06 Soil 07/16/0911:40 07/17/0915:00 Moore Twining Associates,Inc. The results in this report apply to the samples analysed in accordance with the choin Ronald J.Boquist,Director of Analytical Chemistry custody document.This analytical report must be reproduced in its entirety. Jim Brownfield,Quality Assurance Manager Page 1 of 7 MOORE2527 Fresno Street Fresno,CA 93721 TWINING (559)268-7021 Phone A s s o c l A r , s, t N C. (559)268-0740 Fax California ELAP Certificate#1371 Vestech,LLC/dba VEIR Project: Sessions-Three Way Chevrolet 4560 California Ave.,Suite 110 Project Number: - Reported: Bakersfield CA,93309 Project Manager: Mark Magargee 8/17/09 TK-IN-2 9G17025-01 (Soil) Sampled:07/16/09 11:00 Reporting Analyte Result Limit Units Dilution Batch Prepared Analyzed Method Notes Metals-Totals Lead 2.8 2.0 mg/kg 1 T9021 10 07/21/09 08/13/09 EPA 6010B _Volatile Organics Benzene ND 0.0050 mg/kg i T9G2909 07/29/09 07/29/09 EPA 801513/8021B Toluene ND 0.0050 mg/kg I T9G2909 07/29/09 07/29/09 EPA 8015B1802IB Ethylbenzene ND 0.0050 mg/kg 1 T9G2909 07/29/09 07/29/09 EPA 8015B/8021B Xylenes,total ND 0.010 mg/kg 1 T9G2909 07/29/09 07/29/09 EPA 8015B/8021B Gasoline ND 1.0 mg/kg 1 T9G2909 07/29/09 07/29/09 EPA 8015B/80213 Methyl tert-Butyl Ether(MTBE) ND 0.050 mg/kg 1 T9G2909 07/29/09 0729/09 EPA 801513/8021B Surrogate:4-Bromofluorobenzene(FID) 96.2% 75-125 T902909 07129109 07129109 EPA 80IJBI8021B Surrogate:4-Brontofluorobenzene(PID) 101% 75-125 7YG2909 07129109 07129109 EPA80IJBI8021B Moore Twining Associates,Inc. The resulu in this report apply to the samples analyzed in accordance with the chain Ronald J.Boquist,Director of Analytical Chemistry custody document.This analytical report must be reproduced to its entirety. Jim Brownfield,Quality Assurance Manager Page 2 of 7 MOORE2527 Fresno Street Fresno,CA 93721 TWINING® ' (559)268-7021 Phone S $ o c t n r e s, , N C. (559)268-0740 Fax California ELAP Certificate#1371 Vestech,LLC/dba VEIR Project: Sessions-Three Way Chevrolet 4560 California Ave.,Suite 110 Project Number: - Reported: Bakersfield CA,93309 Project Manager: Mark Magargee 8/17/09 TK-IN-6 9G17025-02(Soil) Sampled:07/16/09 11:05 Reporting Analyte Result Limit Units Dilution Batch Prepared Analyzed Method Notes Metals-Totals Lead ND 2.0 mg/kg 1 T9G2110 07/21/09 08/13109 EPA 6010B Volatile Organics Benzene ND 0.0050 mg/kg I TVG2909 07/29/09 07/30/09 EPA 8015B/8021B Toluene ND 0.0050 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA8015B/8021B Ethylbenzene ND 0.0050 mg/kg 1 T9G2909 07/29/09 07x0/09 EPA801513/8021B Xylenes,total ND 0.010 mg/kg I T9G2909 07/29/09 07/30/09 EPA8015B/8021B Gasoline ND 1.0 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA80 1 53/8 02 1B Methyl tert-Butyl Ether(MTBE) ND 0.050 mg/kg I T902909 07/29/09 07/30/09 EPA 8015B/8021B Surrogate:4-Bromofluoroben:ene(PID) 102% 75-125 79G2909 07129109 07130109 EPA8015BI8021B Surrogate:4-Bromofluoroberzene(FID) 98.0% 75-125 79G2909 07129109 07130109 EPA 8015B/8021B Moore Twining Associates,Inc. The results in this report apply to the samples analyzed in accordance with the chain Ronald J.Boquist,Director of Analytical Chemistry custody document.This analytical report must be reproduced in its entirety. Jim Brownfield,Quality Assurance Manager Page 3 of 7 OORN2527 Fresno Street (X" )r 268-7021 Phone 59 2 A s $ o c I a (559)268-0740 Fax California FLAP Certificate#1371 Vestech,LLC/dba VEIR Project: Sessions-Three Way Chevrolet 4560 California Ave.,Suite 110 Project Number: - Reported: Bakersfield CA,93309 Project Manager: Mark Magargee 8/17/09 TK-1S-2 9G17025-03 (Soil) Sampled:07/16/09 11:15 Reporting Analyte Result Limit Units Dilution Batch Prepared Analyzed Method Notes Metals-Totals Lead 3.5 2.0 mg/kg 1 T9G2110 07/21109 08/13/09 EPA6010B Volatile Organics Benzene ND 0.0050 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA 8015B/8021B Toluene ND 0.0050 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA 8015B/802IB Ethylbenzene ND 0.0050 mg/kg 1 T902909 07/29/09 07/30/09 EPA 8015B/8021B Xylenes,total ND 0.010 mg/kg I TVG2909 07/29/09 07/30/09 EPA 801513/80216 Gasoline ND 1.0 mg/kg 1 T9G2909 07129/09 07/30/09 EPA 80I513/8021B Methyl tert-Butyl Ether(MTBE) ND 0.050 mg/kg I T9G2909 07/29/09 07/30/09 EPA 8015B/8021B Surrogate:4-8romgJluorobercene(FID) 95.4% 75-125 79G2909 07129109 07130109 EPA 8015BI8021B Surrogate:4-BromgJluorobenzene(PID) 99.8% 75-125 T9G2909 07129109 07130109 EPA 8075BI8021 B Moore Twining Associates,Inc. The results in this report apply to the samples analyzed in accordance with the chain Ronald J.Boquist,Director of Analytical Chemistry custody document.This analytical report must be reproduced in its entirety. Jun Brownfield,Quality Assurance Manager Page 4 of 7 MOORE2527 Fresno Street 100© , Fresno,CA 93721 AOD (559)268-7021 Phone 11 S-5 s o c r A r e s, r N c. (559)265-0740 Fax California ELAP Certificate#1371 Vestech,LLC/dba VEIR Project: Sessions-Three Way Chevrolet 4560 California Ave.,Suite 110 ProjectNurnber: - Reported: Bakersfield CA,93309 Project Manager: Mark Magargee 8/17/09 'I ';-IS-6 9G17025-04(Soil) Sampled:07/16/09 11:25 Reporting Analyte Result Limit Units Dilution Batch Prepared Analyzed Method Notes Metals-Totals Lead 3.9 2.0 mg/kg 1 T9G2110 07!21/09 08/13/09 EPA 6010B Volatile Organics Benzene ND 0.0050 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA8015B/8021B Toluene ND 0.0050 mg/kg I T9G2909 07/29/09 07/30/09 EPA 8015B/8021 B Cthylbenzene ND 0.0050 mg/kg 1 T902909 07/29/09 07/30/09 EPA 8015B/802IB Xylenes,total ND 0.010 mg/kg 1 T9G2909 0729/09 07/30/09 EPA 8015B/802IB Gasoline ND 1.0 mg/kg 1 T9G2909 0729109 07/30/09 EPA 8015B/8021B Methyl tert-Butyl Ether(MTBE) ND 0.050 mg/kg I T9G2909 0729/09 07/30/09 EPA 8 0158/802 1B Surrogate:4-Bromo luorobenzene(FID) 96.3% 75-125 T9G2909 07119109 07130109 EPA 8075BI8021B Surrogate:4-Bromofuorobenzene(PID) 101% 75-125 7902909 07129109 07130109 EPA8015BI8021B Moore Twining Associates,Inc. The results in this report apply to the samples analyzed in accordance with the chain Ronald I Boquist,Director of Analytical Chemistry custody document. This analytical report must be reproduced in its entirety. Jun Brownfield,Quality Assurance Manager Page 5 of 7 F , OORE 2527 Fresno Street TWINING Fresno, CA 93721 (559)268-7021]Phone A S S O C ! A T E S, ! N C. (559)268-0740 Fax California ELAP Certificate#1371 Vestech,LLC/dba VEIR Project: Sessions-Three Way Chevrolet 4560 California Ave.,Suite 110 Project Number: - Reported: Bakersfield CA,93309 Project Manager: Mark Magargee 8/17/09 D-1-2 9G17025-05 (Soil) Sampled:07/16/09 11:35 Reporting Analyte Result Limit Units Dilution Batch Prepared Analyzed Method Notes Metals-Totals Lead 5.5 2.0 mg/kg I 1'9G21 10 07/21/09 08/13/09 EPA 6010B Volatile Organics _ Benzene ND 0.0050 mg/kg 1 T902909 07/29/09 07/30109 EPA 8015B/802IB Toluene ND 0.0050 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA8015BI8021B Fthylbenzene ND 0.0050 mg/kg 1 T902909 07/29/09 07/30 109 EPA 8015B/8021B Xylenes,total ND 0.010 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA 8015B18021B Gasoline ND 1.0 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA 8015B/8021B Methyl tert-Butyl Ether(MTBE) ND 0.050 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA 8015B/802IB Surrogate:4-hromofluorobenzene(PID) 99.0% 75-125 7YG2909 07129109 07130109 EPA 8015BI8021B Surrogate:4-Bromofluorobenzene(FID) 93.0% 75-125 T9G2909 07129109 07130109 EPA8015BI8021B Moore Twining Associates,Inc. The results in this report apply to the samples analyzed in accordance with the chain Ronald J.Boquist,Director of Analytical Chemistry custody document.This analytical report must be reproduced in its entirety. Jun Brownfield,Quality Assurance Manager Page 6 of 7 MOORE2527 Fresno Street Fresno,CA 93721 (559)268-7021 Phone V.. )s s o CIA r e s, N c (559)268-0740 Fax California FLAP Certificate#1371 Vestech,LLC/dba VEIR Project: Sessions-Three Way Chevrolet 4560 California Ave.,Suite 110 Project Number: - Reported: Bakersfield CA,93309 Project Manager: Mark Magargee 8/17/09 i<D-I-6 9G17025-06(Soil) Sampled:07/16/09 11:40 Reporting [Analytc Result Limit Units Dilution Batch Prepared Analyzed Method Notes Metals-Totals Lead 4.6 2.0 mg/kg 1 T9G2I 10 07/21/09 08/13/09 EPA 6010B Volatile Organics Benzene ND 0.0050 mg/kg I T9G2909 07/29/09 07/30/09 EPA 8015B/8021B Toluene ND 0.0050 mg/kg 1 T9G2909 07/29/09 07/30/09 EPA 80153/8021B Ethylbenzene ND 0.0050 mg/kg I 79G2909 0729/09 07/30/09 EPA 8015318021B Xylenes,total ND 0.010 mg/kg 1 T902909 07/29/09 07/30/09 EPA 8015B/80218 Gasoline ND 1.0 mg/kg 1 T9G2909 0729/09 07/30/09 EPA 80 15B/8021 8 Methyl tert-Butyl Ether(MTBE) ND 0.050 mg/kg I T9G2909 07/29/09 07/30/09 EPA 801513/8021B Surrogate:4-Branofluorobenzene(FID) 95.0% 75-125 T9G2909 07129109 07130109 EPA 8015BI8021B Surrogate:4-Bromof7uorobenzene(PID) 101% 75-125 T9G2909 07129109 07130109 EPA8015BI8021B Notes and Definitions QM The spike recovery for this QC sample is outside of established control limits due to matrix interference. ug/L micrograms per liter(parts per billion concentration units) mg/l, milligrams per liter(parts per million concentration units) mg/kg milligrams per kilogram(parts per million concentration units) ND Analyte NOT DETECTED at or above the reporting limit RPD Relative Percent Difference Quality Control Data Available Upon Request Moore Twining Associates,Inc. The results in thts report apply to the samples analyzed in accordance with the chain Ronald J.Boquist,Director of Analytical Chemistry custody document. This analytical report must be reproduced in its entirety. Jun Brownfield,Quality Assurance Manager Page 7 of 7 CASTLE ANALYMAL LABORATORY Environmental Tasting Services 2333 Shuttle Drive,Atwater,CA 95301 Phone: (209)384-2930 Certificate*2480 Fax:(209)3841507 Moore Twining Associates,Inc. Clisnt Project ID:9017025 Sampled: 07-16-09 2527 Fresno St. Lab Reference Number.0907142 Received: 07-30-09 Fresno,CA 93721 Sample Description:Soil Extracted: 0730-09 Attn:Andrea Seruntine Sample Prep/Analysis Method:EPA 5030/8250 Analyzed: 0730-09 Lab Numbers:0907162-01,02,03,04,05 Reported: 08.18.09 GASOLINE ADDITIVES BY EPA METHOD 8260 GUMS ANALYTE REPORTING SAMPLE ID SAMPLE ID SAMPLE ID SAMPLE ID SAMPLE ID LIMIT TK-IN-2 TK-IN-6 TK IS-2 TK 1S-6 D-1-2 9G17025-01 9G17025-02 9017023-03 9G17025-04 9G17023-05 (m9 ft) (MgA(g)• (m g) (mg/kg) (mg/kg) (mglkq) FUEL OXYGENATES Methyl tent-Butyl Ether(MTSE) 0.010 NO ND ND NO NO OP.topropyl Ether (DIPE) 0.010 ND NO ND NO ND Ethyl tert-Butyl Ether (ETBE) 0.010 ND NO ND ND NO tert-Amyl Methy(Ether(FAME) 0.010 NO NO ND ND ND tent-Butahol(TBA) 0.80 ND NO NO ND NO VOLATILE NALOCARBONS&AROMATICS 1,2-Dichloroethana (1,2-DCA) 0.010 ND ND ND NO NO Ethylene Dibromfde (ED13) 0.010 ND NO NO ND ND Report Limit Multiplication Fedor. 1 1 1 1 1 Surrogate Racoverlas 1,2-01chloroethane44 98.0% 99.9% 102 0/0. 96.2% 100% Toluene-d8 96.4% 109% 101% 98.8% 102% Instrument iD:VARIAN MS Analytes reported as NA were not detected or below the Practical Quanthafion Limit Practical Quantitation Limit-Reporting Limit x Report Limit Multiplication Factor (mg/kg)= miligrams per kilogram or parts per Million(ppm) APPROVED BY: Je G r rp3 Le Director or Qari J.Cone/ tory Manager CASTLE ANALYTICAL LABORATORY Environmental Testing Services 2333 Shuttle Drive,Atwater,CA 85301 Phone: (209)384-2930 Certificate#2480 Fa3c (209)384-1507 Moore Twining Associates,Ina Client Project ID:9G17025 Sampled: 07-16-09 2827 Fresno St. Lab Reference Number.0907142 Received: 07430-09 Fresno,CA 93721 Sample Description:Soil Extracted: 07-30-09 Attn:Andrea Seruntine Sample Prep/Analysis Method:EPA 5030/8260 Analyzed: 07-30-09 Lab Numbers:0907142-06 Reported: 08-18-09 It GASOLINE ADDITIVES BY EPA METHOD 8260 GCIMS ANALYTE REPORTING SAMPLE ID LIMIT D-1-6 9017025-06 (m /Kg) ( ) FUEL OXYGENATES Methyl tart-Butyl Ether(MTSE) 0.010 NO Di-isopropyl Ether (RIPE) 01010 NO Ethyl tent-Butyl Ether (ETBE) 0.010 NO tart Amyl Methyl Ether(TAME) 01010 NO tert-Butanot(1BA) 0.80 NO VOLATILEHALOCAR OATS&AROMATICS 1,2-Dichloroethans (1,2-DCA) 01010 NO Ethylene Dibrornide (EDB) 0.010 NO Report Limit Multiplication f=actor: i Surrogate Recover!" 1,2-Dichiorbethane-d4 100% Toluene-d8 104% Instrument ID:VARIAN MS Analytes reported as NO were not detected or below the Practical Quantltstion Limit Practical Quantifation Limit=Rsporting Limit x Report Limit Multiplication Factor (mg/kq)= miligrams per Kilogram or parts per.Million(ppm) I APPROVED BY: James , ps o tory Director or Clad J.Cane/La oratory Manager CHAIN OF CUSTODYANARYSIS REQUES7 2527 FRESNO STREET•FRESNO,CA 93721•PHONE(559)26 84021•FAX:(559)268-0750 firwiNING LABORATORIES INC. WOR ® ER #e � cc ANALYTICAL CHEMISTRY- ENVIRONMENTAL SERVICES PAGE OF 1 GEOTECHNICAL ENGINEERING - SAMPLING SERVICES CONSTRUCTION INSPECTION & MATERIALS TESTING REPORT TO: )ewvoICE TO: ❑REPORT CORY TO: REPORTING: A7TENTI ATT$NTIO : ' STANDARD PRINTED REPORT NAMS:L/ ❑ WRITE-ON (STATE FORWEDDI M7) (please include system IDO) ADDRESS: ADQ 5 �"� ❑ G£OTRACILEIL/COELT(LUFT) ,t-a County DHS: L P NE: O E '" ❑ Environmental Health Agency ❑ OTHER: AMPLE INF RMATI0 SAMPLE TYPES: PROJECT INFORMATION SAMP 7(PRIp1T1; 50. LiD CONTRACT/P.O.Na: s`r'Cl� BS-BIOSOLID CERAMIC SITE: r i SL SOIL/SOLID d m WC� 8 ❑ PUBLIC SYSTEM OU70 UID. PROJECT NUMBER ❑ PRIVATE WELL DW-DRINKING WATER ❑REPEAT OW-GROUND WATER PROJECT MA ER: ❑ OTHER ❑REPLACEMENT OL-OIL ���" � n. CLIENT E: ❑ RUSH,DUE ON: ST-STORM WATER WATER ANALYSIS RE ESTED WW-WASTE WATER "\ NOTES ON RECEIVED CONDITION: ODY SEAL(S)BROKEN D SAMPLE(S)DAMAGED > D AMBIi'NT TEM? D INCORRiECT PRESERVATION SAMPLE ID DATE TIME TYPE LAS US COMMENTS ADDITIONAL IN57RUCTI c 7 DATE TIME RECEIVED BY COMPSNY RELIECLI5-ED BY COMPANY 3, 0-0 r�r i s CITY OF BAK ERS FI EILD a6� OFFICE OF ENVIRONMENTAL SERVICES y q¶ Chester Ave., a kersff eRd CA `1 661 326-3979 � 1 � /1L� ��� 9 9 ql � TANK REMOVAL INSPECTION FORM I FACILITY 3 �`mY ADDRESS ,90c) C-AL"?0ZN"c' OWNER PERMIT TO OPERATE# CONTRACTOR CONTACT PERSON LABORATORY #OF SAMPLES TEST METHODOLOGY Ln PRELIMINARY ASSE SMENT CO. �I2 CONTACT PERSON CO2 RECIEPT P 1 A LEL% 02% PLOT PLAN SNP (3 L l_ I 1 � I S1k,P �3c.nC� CONDITION OF TANKS MvAtC-I J _-jr C'ouo CONDITION OF PIPING i>o'J 5u& c- a L CONDITION OF SOIL k)o 5 N p3v2 COMMENTS DATE INSPECTORS NAME SIGNATURE