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ARCHIVED REPORTS_XR0006871
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0537485
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ARCHIVED REPORTS_XR0006871
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Last modified
7/27/2020 5:31:08 PM
Creation date
7/27/2020 3:45:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006871
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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l ' <br /> ll t ' f <br /> ,i <br /> i, <br /> F <br /> ' IS <br /> 05 January 2004 ` <br /> AGE-NC Project No 97-0333 <br /> Page,2 of 11 <br /> 1 <br /> C <br /> 21 GROUND WATER EXTRACTION-TREATMENT OPERATION <br /> During the third quarter 2004, extraction well EW-1 was adjusted at the well-head to continuously <br /> extract ground water at a flow rate of approximately 4 GPM <br /> During the third quarter, all extracted ground water was routed through four 2,000 pound media <br /> i vessels containing liquid phase granular activated carbon (GAC) Following treatment, water was <br /> I discharged underground via 2-inch diameter PVC piping to the City of Manteca sewer system, <br /> discharge piping is connected to a sewer manhole located approximately 25 feet south of the pump- <br /> and-treat system a <br /> 11 <br /> Based on effluent flow meter readings(Table 1),approximately 93,812 gallons of treated water were <br /> continuously extracted and discharged to the City of Manteca sewer system between 23 June 2004 ' <br /> to 15 September 2004 under City of Manteca Public Works Department (CMPWD) Industrial <br /> Wastewater Discharge Permit No 02-1 <br /> e1 <br /> 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 monthly basis 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 /> samples were collected utilizing 40-m1 EPA-approved volatile organic analysis (VOA) vials <br /> containing 0 5 ml 18%hydrochloric acid as a sample preservative and 1-liter amber bottles Care was <br /> taken to ensure that visible air bubbles were not present in the vials after filling and capping Ground , <br /> water sample containers were labeled with a sample designation, date, time, and sampler's initials <br /> 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 /> Il (DHS)-certified laboratory to be analyzed for 1 ; <br /> J hydrocarbons quantified as gasoline, diesel and oil (TPH-g, TPH-d, and <br /> • Total petroleum y q g 1 <br /> TPH-mo, respectively) by EPA Methods 35501503018015 Modified, <br /> • Benzene, toluene, ethylbenzene and xylene (BTEX), methanol, ethanol, tetrachloroethene <br /> Ii (PCE), trichloroethene (TCE), 1,2-dichloroethane (1,2-DCA), ethylene dibromide (EDB), <br /> } tertiary butanol (TBA), di-isopropyl ether (DIPE), ethyl tert butyl ether (ETBE), tert amyl y <br /> ti <br /> methyl ether(TAME) and methyl tert butyl ether(MTBE) by EPA Method 8260B, and <br /> Advanced GeoEnviron mental,Inc <br /> i <br />
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