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ARCHIVED REPORTS_XR0011933
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0011933
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Last modified
10/10/2020 10:52:06 PM
Creation date
7/9/2020 8:22:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011933
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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I <br /> I28 October 2005 <br /> AGE-NC Project No 95-0130 <br />' Page 10 of 13 <br />' Laboratory I D Nos 0504062,0505033 and 0506040)are summarized in Table 8,laboratory reports <br /> are Included in Appendix 1, GeoTracker confirmation pages of the submitted laboratory electronic <br /> deliverable format (EDF) files are included in Appendix D <br /> I <br /> 4 6 MASS-VOLUME REMOVAL CALCULATIONS <br />' Between 08 March 2005 and 03 June 2005,an estimated 59 pounds of total petroleum hydrocarbons <br /> were extracted from ground water(Table 9), since the system was initiated on 17 November 2004, <br /> I a total mass of 117 pounds of petroleum hydrocarbons have been removed The March 2005 to June <br /> 2005 mass-volume calculations of gasoline-impacted ground water extracted from the ground water <br /> extraction and treatment system are presented in Appendix J Plots of cumulative groundwater pump <br /> and treat mass removal trends and influent ground water TPH-g concentrations versus time are <br /> included in Appendix K <br /> 5.0. SUMMARY AND CONCLUSIONS <br /> The implications from the June 2005 ground water monitoring event are as follows <br /> • Ground water flow direction within Hydrologic Units 1 and 2 (First Water Zone) was <br /> inferred to be towards the east-northeast at a gradient of 0 02 ft/ft(Figure 3), ground water <br /> flow direction within Hydrologic Units 2 and 3 (Second Water Zone) was inferred to be <br /> towards the east-northeast at a gradient of 0 003 ft/ft <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 /> Iwater elevations have generally fluctuated between 24 feet and 29 feet below MSL(Table 2) <br /> • Ground water at the site was generally observed between 43 and 45 feet bsg and was above <br /> I the screened intervals of wells MW-1 through MW-5,MW-6(B-E),MW-7(B-E),VW-1C, <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 /> I • The greatest concentrations of Top Filling Station dissolved TPH-g and BTEX were detected <br /> In samples collected from wells MW-713(50-55 ft),VW-1 C(48-63 ft)and VW-2A(43-63 ft) <br /> which is consistent with previous monitoring results (Table 3) TPH-g concentrations were <br /> detected as high as 160,000 pg/1 from wells VW-IC and MW-7B, and benzene as high as <br /> 48,000 µg/l from well MW-713 (Table 4) Additionally, the deepest detection of dissolved <br /> TPH-g and BTEX were In samples collected from well MW-6E (137-142 feet), the <br /> approximate extent of dissolved TPH-g is depicted in Figures 5 and 7 <br /> • <br /> Advanced CeoEnvii onmental,Inc <br />
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