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2900 - Site Mitigation Program
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PR0541122
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Last modified
7/27/2020 5:39:11 PM
Creation date
7/27/2020 4:13:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541122
PE
2960
FACILITY_ID
FA0023548
FACILITY_NAME
SAVE ON GAS (FORMER RAINWATER CAR WASH)
STREET_NUMBER
420
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
21931206
CURRENT_STATUS
01
SITE_LOCATION
420 W YOSEMITE AVE
P_LOCATION
04
QC Status
Approved
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EHD - Public
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• • RECEIVED <br /> . , F) 20 i6 <br /> Appendix A - Site Background Information ENVIRONMENTAL <br /> Page 4 of 5 HEALTH DEPARTMENT <br /> at the site by continuously extracting groundwater from well EW-1 at a rate of <br /> approximately 5 gallons per minute. The extracted groundwater was processed <br /> through a ground water treatment system consisting of 8,000-pounds of granular <br /> activated carbon (GAC). Following treatment, water was discharged directly to the <br /> City of Manteca sewer system, located approximately 25 feet south of the ground <br /> system. Interim ground water pump-and-treat operation and maintenance <br /> procedures for the site were outlined in AGE's Interim Remediation Work Plan - <br /> June 2001, dated 21 June 2001. <br /> 5.0. QUARTERLY GROUNDWATER MONITORING <br /> Between July 2000 and December 2007, thirty (30) ground water monitoring events have <br /> been conducted at the site to monitor dissolved petroleum hydrocarbon concentrations in <br /> ground water and to characterize ground water flow direction and gradient. <br /> Since initiation of ground water monitoring at the site in July 2000, the depth to ground <br /> water has generally ranged between 15 and 25 feet bsg. The ground water elevation has <br /> ranged between 7 and 17 feet above mean sea level (MSL),with a dominant flow direction <br /> towards the northwest. <br /> Laboratory analysis of first zone (shallow)ground water monitoring well samples (between <br /> 8'/2 and 35 feet bsg) generally has detected significant TPH-g and BTEX compounds in <br /> water samples collected from wells MW-2, MW-3, MW-6 and MW-7A. The most intense <br /> gasoline-impacted ground water(core)was centered in the area of wells MW-2, MW-6 and <br /> MW-7A at maximum concentrations of 190,000 pg/I TPH-g, 18,000 pg/I benzene, <br /> 44,000 pg/I toluene, 5,800 ethylbenzene and 30,000 xylene. <br /> Fuel additives detected in site monitoring wells included MTBE, TAME and 1,2-DCA. The <br /> most intense MTBE-impacted ground water has consistently been detected from wells <br /> MW-2, MW-3, MW-6 and MW-7A at concentrations as high as 2,000,000 pg/I (MW-6).The <br /> most intense TAME-impacted ground water has consistently been detected from wells <br /> MW-2, MW-3, MW-6 and MW-7A at concentrations as high as 3,700 pg/I. The most <br /> intense 1,2-DCA-impacted ground water has consistently been detected from well MW-2 <br /> at a concentration of 130 pg/I. <br /> Chlorinated solvents PCE and TCE have consistently been detected at most wells at the <br /> site at concentrations as great as 4,900 pg/I PCE from well MW-4 and as high as 470 pg/I <br /> TCE from well MW-10B. However, PCE and TCE-impact are not considered constituents <br /> of concern for the Rainwater car wash. <br /> Advanced GeoEnviron mental,Inc. <br />
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