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ARCHIVED REPORTS_XR0012261
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012261
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Last modified
10/10/2020 10:04:00 PM
Creation date
7/9/2020 8:58:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012261
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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r <br /> 26 September 1996 <br /> AGE-NC Protect No 95-0130 <br />' Page 2 of 4 <br />' was taken to ensure that visible air bubbles were not present in the VOAs after filling and capping <br /> Ground water sample containers were labeled with the well designation, date, time, and sampler's <br /> initials <br /> 1 <br /> 23 LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br /> Each ground water sample was logged on a chain-of-custody form, P laced in a chilled container and <br /> transported to Castle Analytical Laboratories (CAL), a California state-certified laboratory for <br /> analysis of hazardous materials Each sample was analyzed for total petroleum hydrocarbons <br /> quantified as gasoline (TPH-g), volatile aromatics (benzene, toluene, ethyl benzene and xylene <br /> BTE&X), and methyl-tertiary butyl ether (M TBE) in accordance with EPA methods 5030 and 602, <br />' respectivety The laboratory report (CAL Laboratory No 815) and chain-of-custody forms arc <br /> presented in Appendix B <br /> 3 0. FINDINGS <br /> 3 1 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The relative elevation of ground water in each well was calculated by subtracting the ground water <br /> depth from the surveyed relative casing elevation (Table 1 - Ground Water Elevations) Gi ound <br /> water depths at the site ranged from 50 20 to 51 10 feet Ground water at the site rose an average <br /> Iof 0 23 feet between April 1996 and July 1996 <br /> Ground water is approximately 4 to 10 feet above the tops of the screen intervals of monitoring wells <br /> MW-1 through MW-4, and is approximately 0 4 feet below the top of the screen interval of MW-5 <br /> Ground water flow direction was generally tov�ard the south at an approximate gradient of 0 006 ft/ft, <br /> or 3 2 feet per mile (Figure 3 -Relative G ound Water Elevations Map) <br /> 3 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in ground water samples from wells MW-3 and MW-5 at concentrations of 740 <br /> yg/l (microgram per Mer or parts per billion ppb) and 12,000 ppb, respectively <br /> The highest concentration of benzene at 1,600 ppb was detected in the sample from MW-5 Two <br /> additional samples from MW-2 and MW-3 were found to contain benzene at concentrations of 1 4, <br /> and 190 ppb, respectively The concentrations of the other aromatic compounds ranged up to 760 <br /> ppb Similar to the distribution of benzene, the sample from MW-5 contained the highest <br />
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