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2900 - Site Mitigation Program
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PR0543479
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Entry Properties
Last modified
4/14/2025 4:02:21 PM
Creation date
5/5/2020 9:15:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0543479
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0024679
FACILITY_NAME
CANEPA'S CAR WASH
STREET_NUMBER
6230
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
081360030
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
6230 PACIFIC AVE STOCKTON 95204
Tags
EHD - Public
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Work Play <br /> JJJ Canepa s Car Wash <br /> November 17, 1998 <br /> Page -0- <br /> Groundwater samples will be collected at least 48 hours following development of the monitor wells. <br /> —� Prior to sample collection, the static water level in each well will be measured to the nearest 0.01 -foot <br /> with a battery-operated, water level meter. A disposable bailer will be lowered into each well to check <br /> for floating product, petroleum odors and/or sheen. If floating product is present, the thickness will be <br /> r measured . Laboratory samples will not be collected from wells that contain floating product. <br /> L_ The monitor wells will be purged using a clean, disposable bailer until the temperature, electrical <br /> conductivity and pH of the water has stabilized. At least three casing volumes of water will be purged <br /> F1 <br /> from each monitor well. The purged water from the wells will be containerized in a 55-gallon drum and <br /> left on site pending analytical results. <br /> JEach well will be allowed to recover to at least 80% of its pre-purge water level before sampling. The <br /> groundwater samples will be collected with clean, disposable bailers. Each water sample will be gently <br /> drained from the bailer to three 40-m1 glass, volatile organic analyses (VOA) vials using a bottom- <br /> emptying device. Each vial will be labeled for sample identification and placed in a cooler chilled with <br /> Blue Ice. Upon completion of the fieldwork, the water samples will be delivered under chain-of-custody <br /> procedures to GeoAnalytical Laboratories, Inc., in Modesto, California. <br /> 1 <br /> 3.6 LABORATORY ANALYSIS <br /> j At least three soil samples collected from each boring will be analyzed for Methyl tertiary Butyl Ether <br /> (MTBE), benzene, toluene, ethyl benzene, and total xylenes (BTEX) by EPA Method 8020 and for TPH- <br /> G by Method 5030/LUFT. The groundwater samples collected from the borings and monitor wells will <br /> be analyzed for TPH-G by Method 5030/LUFT, for BTEX by EPA Method 602, and for gasoline <br /> oxygenates/additives by EPA Method 8260- The gasoline oxygenates/additives include MTBE, Ethanol, <br /> tertiary-Butanol, Di-isopropyl ether (DIFF), Ethyl tertiary-Butyl Ether (ETBE), and tertiary-amyl Methyl <br /> Ether (TAME). Airy soil samples that contain MTBE at or above the laboratory reported detection limit <br /> using EPA Method 8020 will be subsequently analyzed by EPA Method 8260 to confirm the presence of <br /> MTBE. In addition, gasoline oxygenates/additives (including MTBE, DIPE, ETBE,l TAME, tertiary butanol, and ethanol) will be analyzed by EPA Method 8260 in the one soil sample containing the highest <br /> J concentration of MTBE (according to the confirmation analysis by EPA Method 8260). The analytical <br /> methods and analytical detection limits are presented in Table 1 , on the next page. <br /> 1 <br /> J <br /> L, CONDOR <br />
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