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ARCHIVED REPORTS_XR0006870
Environmental Health - Public
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PR0537485
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ARCHIVED REPORTS_XR0006870
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Last modified
7/27/2020 5:34:24 PM
Creation date
7/27/2020 3:44:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006870
RECORD_ID
PR0537485
PE
2957
FACILITY_ID
FA0021568
FACILITY_NAME
FORMER RAINWATER CAR WASH
STREET_NUMBER
420
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21931206
CURRENT_STATUS
01
SITE_LOCATION
420 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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02 March 2005 <br /> • AGE-NC Project No 97-0333 <br /> Page 2 of 10 ' <br /> 2 1 GROUND WATER EXTRACTION-TREATMENT OPERATION <br /> During the fourth quarter 2004,extraction well EW-1 was adjusted at the well-head to continuously <br /> extract ground water at a flow rate of approximately 5 gallons per minute (GPM) All extracted <br /> ground water was routed through four 2,000-pound media vessels containing liquid phase granular <br /> { activated carbon (GAC) Following treatment, water was discharged underground via 2-inch <br /> diameter polyvmylchlonde(PVC) piping to the City of Manteca sewer system, discharge piping is <br /> connected to a sewer manhole located approximately 25 feet south of the pump-and-treat system <br /> ' Based on effluent flow meter readings (Table 1), approximately 300,491 gallons of treated water <br /> were continuously extracted and discharged to the City of Manteca sewer system between <br /> 15 September and 30 December 2004 under City of Manteca Public Works Department(CMPWD) <br /> Industrial Wastewater Discharge Permit No 02-1 <br /> 2 2 GROUND WATER EXTRACTION-TREATMENT SAMPLING PROCEDURES <br /> Ground water extraction and treatment influent, intermediate, and effluent water samples were <br /> ' collected on a monthlybasis from valved ports located upstream(influent), after the third treatment <br /> media vessel(intermediate,GAC-3),and downstream(effluent)of the treatment unit The grab water <br /> 1 samples were collected utilizing 40-milliliter(ml) EPA-approved volatile organic analysis (VOA) <br /> vials containing 0 5 ml 18%hydrochloric acid solution as a sample preservative, and 1-liter amber <br /> bottles with no preservative Care was taken to ensure that visible air bubbles were not present in the <br /> vials after filling and capping Ground water sample containers were labeled with the sample <br /> designation, date, time, and sampler's initials <br /> 1 23 LABORATORY ANALYSIS OF GROUND WATER EXTRACTION AND TREATMENT <br /> ' Influent, intermediate(GAC-3),and effluent grab water samples were logged on a chain of custody <br /> form, placed in a chilled container, and transported to a California Department of Health Services <br /> (DHS)-certified laboratory to be analyzed for <br /> ' • Total petroleum hydrocarbons quantified as gasoline,diesel, and motor oil(TPH-g,TPH-d, <br /> and TPH-mo, respectively) by EPA Method 80 1 5'Modified, <br /> • Benzene, toluene, ethylbenzene, and total xylenes (BTEX) and fuel oxygenates methanol, <br /> ethanol, tetrachloroethene (PCE), trichloroethene (TCE), 1,2-dichloroethane (1,2-DCA), <br /> ' ethylene dibromide(EDB),tertiary butanol(TBA), di-isopropyl ether(DIPE),ethyl tertiary- <br /> butyl ether(ETBE),tertiary-amyl methyl ether(TAME),and MTBE by EPA Method 8260B, <br /> • and _ <br /> ' Advanced GeoEnvironmental,Inc <br />
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