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ARCHIVED REPORTS_XR0012033
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012033
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Last modified
10/10/2020 10:56:14 PM
Creation date
7/9/2020 8:31:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012033
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 /> 07 January 1998 <br /> AGE-NC Project No 95-0130 <br /> Page 2 of 5 <br /> 2 2 GROUND WATER SAMPLING <br /> The ground water levels in monitoring wells MW-1 through MW-5,VW-IC, VW-2A and VW-3A, <br /> were allowed to recover for a minimum of one hour prior to sample collection Ground water <br /> samples were collected utilizing disposable polyethylene bailers and new nylon rope Sufficient <br /> ground water sample was collected from each well to fill three 40-m1 EPA-approved VOA vials <br /> containing 0 5 ml 18%hydrochloric acid as a preservative for the samples Care was taken to ensure <br /> that visible air bubbles were not present in the VOA vials after filling and capping Ground water <br /> sample containers were labeled with the well designation, date, time, and sampler's initials <br /> 2 3 LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br /> Each round water sample was logged on a chain-of-custody form laced in a chilled container and <br /> g p gg y �p <br /> transported to a California state-certified laboratory for analysis in accordance with EPA method <br /> 8015M for total petroleum hydrocarbons quantified as gasoline (TPH-g), and in accordance with <br /> EPA method 8020 for volatile aromatics(benzene,toluene,ethyl benzene and xylene BTE&X)with <br /> methyl-tertiary butyl ether(MTBE) The laboratory report(Castle Analytical Laboratory Reference <br /> No 1268 and McCampbell Analytical Inc Lab I D 81300 to 81307) and chain-of-custody forms are <br /> presented in Appendix B <br /> 24 MONITORING WELL SURVEY <br /> On 18 December 1997, a California-licensed survey engineer from Baumbach & Piazza Inc <br /> surveyed a reference point on the top of each ground water monitoring wells at the site to the nearest <br /> 0 01 foot relative to the City of Stockton Bench Mark Datum#92 The results of the monitoring well <br /> survey are contained in Table 1 The surveying report (Baumbach & Piazza Job No 9797) is <br /> presented in Appendix C <br /> 3 0. FINDINGS <br /> 3 1 RELA FIVE GROUND WATER ELEVATION AND GRADIENT <br /> The depths to ground water from wells MW-1 through MW-5, VW-1C, VW-2A and VW-3A were <br /> measured between 47 20 and 48 31 feet below the top of well casings Between June 1997 and <br /> September 1997, depth to ground water increased an average 183 feet at the site The ground water <br /> elevation data for MW-1 though MW-5 during September's ground water monitoring event is <br /> depicted in Figure 3 - Relative Ground Water Elevation Map <br /> Advanced GeoEnvironmental,Inc <br />
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