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ARCHIVED REPORTS_XR0003765
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003765
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Last modified
2/3/2020 10:15:41 AM
Creation date
2/3/2020 9:07:46 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003765
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i <br />' 10 December 2001 <br /> • AGE-NC Project No 98-0448 <br />' Page 6of8 <br />' Between 01 July 2001 and 30 September 2001 (third quarter 2001), the SVE unit operated a total <br /> of 1,584 hours (Table 6) The average of analytical results between SVE air flow sampling events <br /> (Table 4), average SVE air flow rates, (Table 5) and the operational period were used to calculate <br />' the approximate volume and mass of extracted gasoline during these periods <br /> During the third quarter 2001, the mass of hydrocarbons extracted from the SVE system was <br /> calculated to be approximately 222 28 pounds, or equivalent to a volume of 35 56 gallons of gasoline <br /> extracted A plot of the cumulative volume (gallons) of hydrocarbons extracted to date is in <br /> Appendix E Added to the estimated 108 5 gallons of hydrocarbons extracted from the SVE system <br />' since 16 April 2001, the total volume of hydrocarbons extracted to date is estimated at 144 gallons <br /> The mass/volume calculations for extracted hydrocarbons are included with Appendix F <br />' 4.0. DISCUSSION AND CONCLUSIONS <br />' The implications from the July 2001 ground water monitoring event are as follows <br /> lie <br /> • Ground water flow direction at the site was generally toward the south-southwest at a <br /> gradient of 0 016 ft/ft or less, due to the low gradient at the site, slight variations in ground <br /> water measurements or changes of recharge/discharge of the local ground water could greatly <br /> modify the inferred ground water flow direction <br /> • The decrease of ground water elevation of approximately 0 34 feet between April 2001 and <br /> July 2001 is probably due to seasonal fluctuation <br /> • The ground water elevation at the site was generally within the screened intervals of wells <br /> MW-1, MW-2, MW-3, MW-4A, MW-5, MW-6, MW-7 and MW-8 and should be <br /> representative of shallow ground water conditions,however well MW-4B is"drowned"with <br /> water approximately 25 feet over the screen and yields a sample more representative of <br /> deeper ground water conditions <br /> • Ground water elevation data collected on 24 July 2001 was inconclusive regarding potential <br /> -water-mounding due to air sparging at-the site _ __ _—_ _- �L _ _ — —__ _ — _ _ _ <br /> • The elevated concentrations of petroleum hydrocarbons detected in samples collected from <br /> wells MW-1,MW-2, MW-4A and MW-4B indicate that these wells are within the dissolved <br /> petroleum hydrocarbon "core area" of the plume (Figures 4) ' { <br /> • Previous and current analytical results from ground water samples suggest that there is a <br /> minor MTBE, DIPE and TBA-impact to ground water in the areas of wells MW-3 and <br /> MW-4 (Table 2) <br /> IAdvanced GeoEnvironmental,Inc <br />
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