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ARCHIVED REPORTS_XR0006873
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0537485
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ARCHIVED REPORTS_XR0006873
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Last modified
7/27/2020 5:50:19 PM
Creation date
7/27/2020 3:49:05 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006873
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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f <br /> • 01 October 2004 ' <br /> AGE-NC Project No 97-0333 <br /> Page 9 of 11 <br /> ' 4.0. SUMMARY AND CONCLUSIONS <br /> Previous soil characteristics data obtained by a CPT Investigation enabled AGE to define four <br /> ' Informal hydrologic units(CPT Site Investigation -Fourth Quarter 2000,dated 07 February 2001) <br /> The informal hydrogeologic units were defined as First Zone(15-47 feet bsg), Second Zone(58-92 <br /> feet bsg, Third Zone (102-120 feet bsg) and Primary Aquifer Zone (128-150 feet bsg) <br /> ' The results of pump and treat ground water remediation between 26 December 2003 and 10 March <br /> 2004 are as follows <br /> • Approximately 280,576 gallons of hydrocarbon-impacted ground water were extracted from <br /> well EW-1,which was completed in the First Zone aquifer A total volume of approximately <br /> 2,152,204 gallons of hydrocarbon-impacted ground water has been treated at the site since <br /> the start-up period in January 2002 (Table 5) <br /> ' • Dissolved MTBE was detected from grab samples collected at the influent-end of the <br /> treatment system at concentrations between 5,300 µg/1 and 6,300 µg11, laboratory analysis <br /> of grab water samples collected at the effluent-end did not detect any constituents of concern <br /> lieduring the first quarter 2004 (Table 1) <br /> • Between 26 December 2003 and 10 March 2004, an estimated 13 56 pounds of MTBE was <br /> ' extracted from ground water(Table 5,Appendix B),a total mass of 233 90 pounds of MTBE <br /> has been removed since Initiation of the pump and treat system on 21 January 2002 A plot <br /> of cumulative ground water pump and treat mass removal versus time and a plot of influent <br /> ground water MTBE concentrations versus time are included in Appendix C, although a <br /> slight increase was reported during the first quarter 2004 monitoring events, the overall <br /> general trend of decreasing MTBE concentrations is evident ' <br /> ' The results from the ground water monitoring and sampling events performed on 31 March 2004 are <br /> as follows <br /> • Generally,depth to ground water at the site vaned between 20 and 23 feet bsg,ground water <br /> t elevations ranged between 9 97 feet (MW-11C) and 11 81 feet (MW-1) above mean sea <br /> level The ground water elevation Increased approximately 3 53 feet between November <br /> 2003 and the March 2004 ground water monitoring events, the average increase in may be <br /> ' due to seasonal fluctuation <br /> • First Zone ground water flow was inferred to be towards a ground water depression in the <br /> area of wells EW-1,MW-6 and MW-7A at an approximate of gradient 0 004 ft/ft(Figure 4) <br /> ' Advanced GeoEnviron mental,Inc <br /> I <br />
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