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ARCHIVED REPORTS XR0008942
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0503634
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ARCHIVED REPORTS XR0008942
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Last modified
5/7/2019 4:57:13 PM
Creation date
5/7/2019 4:25:21 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008942
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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# AM B R I A Mr Jeffrey Wong <br /> July 27, 2005 <br /> influence to be approximately 19 to 20 feet (Table 3) (Figure 2 depicts the coverage of SVE <br /> based on this estimate ) Therefore, the older bonngs with elevated concentrations and much of <br /> the area below the USTs are within the influence of the SVE wells <br /> In applying SVE at any site, it is understood that soil vapors drawn from areas with less impacted <br /> soil will dilute soil vapors drawn from areas with higher impacted soil As previously discussed, <br /> SVE wells were placed within 7 5 feet and 6 feet of the older soil bonngs with the highest MTBE <br /> concentrations in soil, and within approximately 5 feet of the UST complex SVE testing was <br /> conducted from each SVE well at an applied vacuum of approximately 14 inches of water <br /> column-gauge and flow of approximately 60 standard cubic feet per minute At these operating <br /> conditions and within such close proximity to the source area, SVE was sufficient to yield the <br /> highest available soil vapor concentrations Initial MTBE vapor concentrations were less than <br /> 10 parts per million by volume (ppmv) After 24 hours of SVE from each SVE well, the <br /> maximum MTBE vapor concentration was 26 ppmv, which is considered low Although an <br /> increasing MTBE vapor concentration trend is evident, because the concentrations remained <br /> relatively low, the data do not suggest that extended SVE would result in a significant increase of <br /> MTBE concentrations Due to the well's proximity to the presumed source area, we would <br /> expect much higher vapor concentrations within 24 hours of SVE if a significant source remained <br /> in soil Similarly, the radius of influence and soil vapor analytical data do not suggest that <br /> significant MTBE vapor concentrations are being diluted to these low level MTBE vapor <br /> concentrations Again, we would expect much higher concentrations in a presumed source area, <br /> even with dilution occurring <br /> CONCLUSIONS AND RECOMMENDATIONS <br /> As discussed above, the most recent soil matrix data indicate that MTBE is no longer present at <br /> significant concentrations near the USTs MTBE vapor concentration data from SVE testing also <br /> support this assertion Furthermore, MTBE concentrations in groundwater have dramatically <br /> decreased This decreasing trend would not have occurred or been as prevalent if significant <br /> source area impact remained Therefore, based on these three separate data sets, Cambria does <br /> not believe that results from the 1996 and 1999 soil bonngs represent residual concentrations in <br /> soil at the present time <br /> Given the conflict of the older boring data with these three more recent data sets, an estimate of <br /> MTBE mass remaining in the vadose zone soil would have to include assumptions resulting in an <br /> unreasonable amount of error Cambria does not recommend that decision-making be based on <br /> such an estimate <br /> 6 <br />
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