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ARCHIVED REPORTS_XR0011931
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WILSON
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0011931
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Last modified
10/10/2020 10:48:20 PM
Creation date
7/9/2020 8:21:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011931
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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20 March 2006 <br /> AGE-NC Protect No 95-0130 <br />' Page 11 of 13 <br />' files are included in Appendix C <br /> Utilizing a Blue-White Industries F-2000 flow meter,total flow(totalizer)was recorded between 07 <br /> September and 06 December 2005 (Table 9) During this time,the extraction and treatment interim <br />' ground water remediation system was in operation for approximately 90 days Based on the total of <br /> approximately 174,065 gallons of water recorded during this time,AGE estimated that an average <br />' 1,934 gallons of water was discharged per day during this time <br /> 1 4 6 MASS-VOLUME REMOVAL CALCULATIONS <br /> Between 07 September 2005 and 06 December 2005,an estimated 36 33 pounds of total petroleum <br /> hydrocarbons were extracted from ground water (Table 9), since the system was initiated on <br /> 17 November 2004,a total mass of 207 pounds of petroleum hydrocarbons have been removed The <br /> September to December 2005 mass-volume calculations of gasoline-impacted ground water <br />' extracted from the ground water extraction and treatment system are presented in Appendix I Plots <br /> of cumulative ground water pump and treat mass removal trends and influent ground water TPH-g <br /> concentrations versus time are included In Appendix J <br /> 5.0. SUMMARY AND CONCLUSIONS <br />' The implications from the December 2005 round water monitoring event are as follows <br /> p g <br />' • Ground water at the site was generally observed between 43 and 45 feet bsg and was above <br /> the screened intervals of wells MW-1 through MW-5,MW-6 (B-E),MW-7 (B-E), VW-1 C, <br /> VW-2A and VW-3A (i e screened below ground water table), and may not yield samples <br />' fully representative of shallowest ground water conditions <br /> • Ground water flow direction within HU1 (First Water Zone) was inferred to be towards the <br />' north-northeast at a gradient of 0 02 ft/ft(Figure 3), ground water flow direction within HU2 <br /> and HU3 (Second Water Zone) was inferred to be towards the northeast at a gradient of <br /> 0 002 ft/ft or less <br /> • Between January 1995 and August 2001, ground water elevations at the site generally <br /> increased from 44 feet to 23 feet below MSL, since August 2001 and present day, ground <br />' water elevations have generally fluctuated between 24 feet and 29 feet below MSL(Table 2) <br /> • The highest concentrations of dissolved TPH-g and BTEX were detected in samples <br />' collected from wells MW-7B(50-55 ft),VW-1C (48-63 ft),VW-2A(43-63 ft)and VW-3A <br /> (43-63 ft) which Is consistent with previous monitoring results (Table 3) TPH-g <br /> • concentrations were detected as high as 150,000 µg/1 from well MW-713 and benzene as high <br />' Advanced GeoEnv=ronwnental,Inc <br />
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