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ARCHIVED REPORTS_XR0006950
EnvironmentalHealth
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PR0537485
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ARCHIVED REPORTS_XR0006950
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Last modified
7/27/2020 5:42:28 PM
Creation date
7/27/2020 3:59:20 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006950
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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' 12 December 2005 <br /> AGE-NC Project,No 97-0333 <br /> Page 8ofII <br /> PCE was detected in forty-four out of forty-seven ground water samples analyzed at concentrations <br /> as high as 1,400'Wi(MW-1 OB),TCE was detected in ground water samples MW-2,MW-3,MW-7 ' <br /> (A-F), MW-8(B-D, F), MW-9B, MW-10(A-F), MWA I(C-D), MW-12 (B-D) and MW-13C at <br /> concentrations as high as 410 µg/l (MW-10B) An iso-concentration map displaying the estimated <br /> extent of dissolved PCE in First Zone water is depicted on Figure 10 <br /> ' No other constituents of concern were detected above laboratory reporting limits in the ground water <br /> samples collected during the second quarter 2005 sampling event Analytical results of ground water <br /> monitoring well samples are summarized in Tables 5 and 6 GeoTracker confirmation pages of the <br /> submitted laboratory electronic deliverable format (EDF) files are included in Appendix B, the <br /> laboratory reports(CTEL Laboratory I D Nos 0507-020 and 0507-026),quality assurance/quality <br /> control (QA/QC) reports, and chain of custody forms are presented in Appendix F <br /> r <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Previous soil characteristics data obtained b a CPT investigation enabled AGE to define four high <br /> Y g g <br /> permeability, informal hydrogeologic units (CPT Site Investigation - Fourth Quarter 2000, dated <br /> 07 February 2001) The informal hydrogeologic units were defined as First Zone (15-47 feet bsg), <br /> Second Zone (58-92 feet bsg), Third Zone (102-120 feet bsg), and Primary Aquifer Zone <br /> ' (128-150 feet bsg), and are separated by less-permeable, fine-grained intervals <br /> The results of pump and treat ground water remediation between 15 March 2005 and 08 June 2005 <br />` are as follows <br /> • Approximately 331,560 gallons of hydrocarbon-impacted groundwater were extracted from <br /> well EW-1,which was completed in the First Zone aquifer A total volume of approximately ! <br /> 3,468,283 gallons of hydrocarbon-impacted ground water has been treated at the site since <br /> start-up in January 2002 (Table 1) <br /> • Dissolved MTBE was detected from grab samples collected at the influent end of the <br /> treatment system at concentrations between 1,100 µg11 and 3,500 lig/l, laboratory analysis <br /> of grab water samples collected at the effluent end did not detect any constituents of concern <br /> during the second quarter 2005 (Table 2) <br /> • Between 15 March 2005 and 08 June 2005, an estimated 4 7 pounds of MTBE were <br /> extracted from ground water(Table 1, Appendix C), a total mass of 265 pounds of MTBE <br /> have 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 D, MTBE <br /> concentrations in the influent samples increased this quarter, but still indicate an overall <br /> Advanced GeoEnvironmentai,Inc <br />
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