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ARCHIVED REPORTS_XR0012121
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012121
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Last modified
10/10/2020 11:17:49 PM
Creation date
7/9/2020 8:56:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012121
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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LSauers
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EHD - Public
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1 <br />' 30 March 2005 <br /> • AGE-NC Protect No 95-0130 <br />' Page 10 of 13 <br /> I Laboratory I D Nos 0411-134 and 0412-235)are summarized in Table 8,GeoTracker confirmation <br /> pages of the submitted laboratory electronic deliverable format(EDF)files are included in Appendix <br /> D, laboratory reports are included in Appendix I <br /> tUtilizing a Blue-White Industries F-2000 flow meter,total flow(totalizer)was recorded between 17 <br /> November 2004 and 29 December 2004 (Table 9) During this time, the extraction and treatment <br /> interim ground water remediation system was in operation for approximately 42 days Based on the <br /> total of approximately 35,360 gallons of water recorded during this time, AGE estimated that an <br /> average 842 gallons of water was discharged per day during this time <br /> 4 6 MASS-VOLUME REMOVAL CALCULATIONS <br /> IBetween 17 November and 29 December 2004, an estimated 14 04 pounds of total petroleum <br /> hydrocarbons were extracted from ground water(Table 9) The November 2004 to December 2004 <br /> mass-volume calculations of gasoline-impacted ground water extracted from the ground water <br /> extraction and treatment system are presented in Appendix J <br /> 5.0. SUMMARY AND CONCLUSIONS <br /> tThe implications from the December 2004 ground water monitoring event are as follows <br /> I • Ground water flow direction within Hydrologic Units 1, 2 and 3 was inferred to be towards <br /> the northeast at gradients between 0 002 ft/ft and 0 006 ft/ft (Figures 3 and 4) <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 /> • Ground water at the site was generally observed between 44 and 46 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 a screened below ground water table), and may not yield samples <br /> Ifully representative of shallowest ground water conditions <br /> • The greatest concentrations of Top Filling Station dissolved TPH-g and BTEX were detected <br /> in samples collected from wells MW-7B (50-55 ft), VW-1C (48-63 ft) and VW-2A (43-63 <br /> ft) which is consistent with previous monitoring results (Table 4) TPH-g concentrations <br /> were detected as high as 230,000 µg/1 from well VW-2A and benzene as high as 35,000µg/l <br /> from well MW-713 Additionally,the deepest detection of dissolved TPH-g and BTEX were <br /> . detected in samples collected from well MW-6E (137-142 feet), the approximate extent of <br /> dissolved TPH-g is depicted in Figures 5 and 7 <br /> Advanced GeaEnnroamental,Inc <br /> C <br />
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