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ARCHIVED REPORTS_XR0003756
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003756
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Last modified
2/3/2020 9:39:13 PM
Creation date
2/3/2020 8:57:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003756
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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x <br />' 17 September 2003 <br /> . AGE-NC Project No 98-0448 <br /> Page 7 of 9 ' <br /> Q =extraction flow rate (m3/hr) <br />' t=operational period, in hours <br /> Between 20 March 2003 and 23 June 2003,the SVE unit continuously operated approximately 2,280 <br /> hours The average of analytical results between SVE air flow sampling events (Table 5), average <br /> SVE air flow rates, (Table 6) and the operational period were used to calculate the approximate <br />' volume and mass of extracted gasoline during these periods <br /> During the above air monitoring events, the mass of hydrocarbons extracted from the SVE system <br />' was calculated to be approximately 25 42 pounds, or equivalent to an approximate volume of 4 06 <br /> gallons of gasoline extracted A plot of the cumulative volume(gallons) of hydrocarbons extracted <br /> to date is in Appendix E Added to the estimated 229 98 gallons of hydrocarbons extracted from the <br />' SVE system since 16 April 2001, the total volume of hydrocarbons extracted to date is estimated at <br /> 235 61 gallons The mass/volume calculations for extracted hydrocarbons are included with <br /> Appendix F <br /> 5.0. DISCUSSION AND CONCLUSIONS <br /> The implications from the June 2003 ground water monitoring event are as follows <br /> Ground water elevations ranged between 9 01 feet (MW-7) and 1127 feet (MW-4B) feet <br /> below MSL, the increase in ground water elevation`of approximately 0 64 feet between <br /> March 2003 and June 2003 maybe due to seasonal fluctuation The ground water elevation <br /> k at the site was within the screened intervals of wells MW-1 through MW-8 should be , <br /> representative of shallow ground water conditions,however well MW-4B is"drowned"with <br /> water approximately 24 feet over the screen and yields a sample more representative of <br /> deeper ground water conditions <br /> • Ground water elevation data collected on 17 June 2003 is not conclusive to suggest ground <br /> water mounding is occurring due to air sparging at the site <br /> • Ground water flow direction at the site was generally oriented toward the southwest, the <br /> gradient was estimated to be approximately 0 006 ft/ft north-northwest of well MW-2 <br /> (approximately 32 feet per mile), the gradient appeared much steeper at 0 016 ft/ft(845 feet <br /> per mile) south-southwest of well MW-2 <br /> • The elevated concentrations of petroleum hydrocarbons detected in the sample collected <br /> from well MW-2 indicates that this well is within the dissolved petroleum hydrocarbon"core <br /> area" of the plume (Figure 4) ' <br /> i <br /> Advanced GeoEnvironmental,Inc , <br />
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