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ARCHIVED REPORTS_XR0003764
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003764
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Last modified
2/3/2020 9:46:43 PM
Creation date
2/3/2020 9:07:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003764
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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SJGOV\sballwahn
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EHD - Public
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T <br /> 22 April 2002 <br /> AGE-NC Project No 98-0448 <br /> Page 6 of 8 <br />' Q = extraction flow rate (M3/hr) <br /> t= operational period, in hours <br /> Between 01 October 2001 and 31 December 2001 (fourth quarter 2001), the SVE unit operated <br />' approximately 2,272 hours (Table 7) The average of analytical results between SVE air flow <br /> sampling events (Table 5), average SVE air flow rates, (Table 6) and the operational period were <br />' used to calculate the approximate volume and mass of extracted gasoline during these periods <br /> During the fourth quarter 2001, the mass of hydrocarbons extracted from the SVE system was <br />' calculated to be approximately 127 1 pounds, or equivalent to a volume of 20 4 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 144 gallons of hydrocarbons extracted from the SVE system " <br />' since 16 April 2001,the total volume of hydrocarbons extracted to date is estimated at 164 4 gallons <br /> The mass/volume calculations for extracted hydrocarbons are included with Appendix F <br /> 5.0. DISCUSSION AND CONCLUSIONS <br /> The implications from the November 2001 ground water monitoring event are as follows <br /> a Ground water flow direction at the site was generally toward the south-southwest at a <br /> gradient of 0 02 ft/ft or less, due to the low gradient at the site, slight variations in ground <br /> water measurements or changes ofrecharge/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 151 feet between July 2001 and " <br /> November 2001 is probably due to seasonal fluctuation <br /> rThe 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 01 November 2001 was inconclusive regarding <br /> potential water mounding due to air sparging at the site <br />' The elevated concentrations of petroleum hydrocarbons detected in samples collected from <br /> wells MW-1,MW-2;MW-4A and 1\4W-4B indicate that these wells are within the dissolved <br /> petroleum hydrocarbon"core area" of the plume (Figures 4) <br />' Advanced GeoEnvironmental,Inc <br /> a , <br />
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