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ARCHIVED REPORTS_XR0006029
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545640
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ARCHIVED REPORTS_XR0006029
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Last modified
5/5/2020 2:38:53 PM
Creation date
5/5/2020 1:56:41 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006029
RECORD_ID
PR0545640
PE
3528
FACILITY_ID
FA0003900
FACILITY_NAME
PACIFIC PRIDE COMMERCIAL FUEL
STREET_NUMBER
2402
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
12506001
CURRENT_STATUS
02
SITE_LOCATION
2402 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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I <br /> lie 31 August 2004 <br /> AGE-NC Project No 95-0173 <br /> IPage 8of10 <br /> Between 30 December 2003 and 24 March 2004 (First Quarter 2004), the SVE unit operated a total <br /> of 2,040 hours(Table 6) The average analytical results(approximately 340µg/1)of the influent SVE <br /> air flow samples(Table 5),average flow rates(approximately 71 scfrn,Table 6) and the operational <br /> period (2,040 hours) were used to calculate the approximate mass of extracted gasoline during this <br /> period <br /> During the First Quarter 2004 operational period, the mass of hydrocarbons extracted by the SVE <br /> system was calculated to be approximately 184 pounds, or equivalent to a volume of 30 gallons of <br /> gasoline Added to the estimated 1,899 gallons ofhydrocarbons extracted from the SVE system since <br /> I 11 April 2000 (start-up), the total volume of hydrocarbons extracted to date is estimated at 1,929 <br /> gallons (Table 7) A plot of the cumulative volume (gallons) of hydrocarbons extracted to date is <br /> included with Appendix E The volume/mass calculations for extracted hydrocarbons are included <br /> with Appendix F <br /> 4.4. CONCLUSIONS <br /> . The implications from the March 2004 ground water monitoring event are as follows <br /> • Ground water flow direction at the site was generally oriented northeast across the site with <br /> a gradient was as great as 0 003 ft/ft Due to the generally low gradient at the site, slight <br /> variations in ground water measurements or changes of recharge/discharge of the local <br /> ground water could greatly modify ground water flow direction <br /> I • The increase of ground water elevation of approximately 2 65 feet between December 2003 <br /> and the March 2004 monitoring events is probably due to seasonal fluctuation <br /> • Ground water at the site was significantly above the screen intervals (drowned) of wells <br /> AW-1 (A and B), AW-2 A and B) and MW-13 (A, B and C) and yield samples more <br /> representative of deeper ground water conditions The ground water elevation appeared to <br /> be within or near the screen intervals of all other wells at the site and should be <br /> representative of shallowest ground water conditions <br /> • Ground water elevation data collected on 19 March 2004 does not suggest that ground water <br /> mounding may have occurred due to the on-going IAS activities <br /> • The elevated concentrations of petroleum hydrocarbons detected in samples collected from <br /> wells MW-4(screened 30 to 50 feet),AW-1A(screened 39 to 44 feet)and AW-lB(screened <br /> 50 to 60 feet bsg) Indicate that these wells are within the remaining dissolved petroleum <br /> hydrocarbon "core area" of the plume (Figures 4) <br /> • The rapid decrease is dissolved petroleum hydrocarbon concentrations at AW-2A and <br /> AW-2B can be attributed to the ongoing air sparging activities at well AW-2B during <br /> Advanced GeoEnvironmental,Inc <br /> i <br />
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