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ARCHIVED REPORTS XR0007809
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007809
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Last modified
7/15/2019 5:15:55 PM
Creation date
7/15/2019 4:28:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007809
RECORD_ID
PR0505525
PE
2953
FACILITY_ID
FA0002387
FACILITY_NAME
KEYSTONE AUTOMOTIVE INDUSTRIES INC
STREET_NUMBER
632
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14907033
CURRENT_STATUS
02
SITE_LOCATION
632 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' • 10 September 2002 <br /> AGE-NC Project No 95-0142 <br />' Page 2 of 4 <br />' 2 2 GROUND WATER SAMPLE COLLECTION <br /> After allowing the monitoring wells to achieve a minimum of 80%recovery of the pre-purge water <br /> volume,water samples were collected from each well using the dedicated polyethylene bailers The <br />' water was then transferred into EPA-approved 40-milliliter (ml) VOA vials containing 0 5 ml <br /> hydrochloric acid (18%) as,a sample preservative The vials were labeled and placed in a chilled <br /> t container for subsequent transport under chain-of-custody to McCampbell Analytical, Inc (MAI), <br /> a State of California Department of Health Services (DHS) certified laboratory Ground water <br /> samples were analyzed for the following <br /> - Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified, <br /> - Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 8020, and <br /> - The oxygenated fuel additives di-isopropyl ether(DIPE), ethyl tertiary-butyl ether (ETBE), <br /> MTBE, tertiary-amyl methyl ether(TAME) and tertiary butanol (TBA), methanol, ethanol, <br /> ethylene dibromide (EDB) and 1,2-dichloroethane (1,2-DCA) in accordance with EPA <br />' Method 8260, respectively <br />' 3.0. FINDINGS <br /> Ground water elevation, flow direction and gradient were determined from field data collected on <br /> 28 January 2002, the contaminant impact to ground water was quantified by the ground water <br /> laboratory data <br /> 3 1 GROUND WATER GRADIENT AND DIRECTION <br />' n water at the site ranged from 26 80 feet to 27 98 feet below the tops of the well <br /> Depth to ground g <br /> casings The ground water elevation in the wells ranged from 14 55 feet (MW-6) to 15 31 feet <br />' (MW-2)below mean sea level(MSL) The average groundwater elevation decreased approximately <br /> 0 55 feet since the previous monitoring event The elevation and ground water depth data is depicted <br /> ' in Table 1 <br /> During the June 2002 monitoring event, ground water flow direction in the shallow ground water <br /> ' table (vapor wells) was toward the northwest with an average hydraulic gradient of 0 01 feet/feet, <br /> ground water flow direction in the intermediate monitored water zone (wells MW-1, MW-2 and <br /> MW-3 ) was toward the northeast with an average hydraulic gradient of 0 006 feet/feet, Ground <br /> 1 , <br /> 1 <br />
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