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ARCHIVED REPORTS_XR0006846
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0537485
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ARCHIVED REPORTS_XR0006846
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Last modified
7/27/2020 4:47:50 PM
Creation date
7/27/2020 3:41:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006846
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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22 June 2001 <br /> AGE-NC Project No 97-0333 <br /> ' Page 7of10 <br /> ' areas will be clearly marked and a utility clearance obtained through Underground Service Alert <br /> ' 32 DEDICATED GROUND WATER PUMP INSTALLATION <br /> Based on the fuel component-impact encountered in Rainwater Car Wash ground water monitoring <br /> wells and grab water samples collected during the ground water aquifer pumping test, well EW-I <br /> appears to be located in the area of highest known ground water MTBE contamination at the site <br /> Therefore, AGE proposes to install a four-inch diameter dedicated Grundfos submersible pump <br /> ' (model 5E5) inside the six-inch diameter extraction well The Grundfos pump will be designed to <br /> operate continuously at a low flow rate ranging between five and seven gallons per minute (GPM) <br /> ' 3 3 DEDICATED PRESSURE TRANSDUCERS <br /> ' AGE proposes to install dedicated Levelogger pressure transducers (model L) in the six-inch <br /> diameter ground water extraction well and in selected ground water monitoring wells dunng the first <br /> ' month of interim remediation to monitor the influence of the draw-down at the site Data obtained <br /> from the transducers will be useful tar monitoring and maximizing the capture/one of the extraction <br /> well <br /> 34 GROUND WATER PUMP AND TRF AT SYS fEM <br /> Utilizing the above referenced Grundfos submersible pump, ground water will be extracted from the <br /> six-inch diameter extraction well, routed through underground PVC piping to an on-site 1,000-gallon <br /> ' above ground storage poly tank (holding tank) From the holding tank, ground water will be <br /> processed through a four-stage treatment system The first two stages of the pump and treat system <br /> will utilize two 2,000-pound canisters of granular activated carbon (GAC) to address TPH-g, TPH-d, <br /> ' BTFX and chlorinated solvents in extracted ground water, the final two stages will address MTBL <br /> utilizing two 1,500-pound canisters of SunSol-ve, a patented matenal that has an affinity to absorb <br /> MTBF A schematic diagram of the GAC/SunSolve ground water treatment system is depicted in <br /> Figure 5, additional information is in Appendix B Treated water will be discharged into the city of <br /> Manteca sanitary sever system located approximately 10 feet west of the site on Jessie Street AGE <br /> proposes to operate a pump-and-treat interim remediation system w ithin the 1 irst Ione Aclinfei inti I <br /> directed othemise by the. PHS-EHD of the RWQ('B <br /> AdiovaidGLOI11N1101 mLntii itt� <br />
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