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ARCHIVED REPORTS_XR0007867
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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PR0507217
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ARCHIVED REPORTS_XR0007867
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Last modified
10/8/2020 10:47:34 PM
Creation date
6/23/2020 2:46:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007867
RECORD_ID
PR0507217
PE
2950
FACILITY_ID
FA0007741
FACILITY_NAME
AUTO ZONE INC
STREET_NUMBER
1100
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95202
APN
11733035
CURRENT_STATUS
02
SITE_LOCATION
1100 N WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 <br /> vapor extraction system was constructed at the site and began operating July 23, 1993 <br /> Quarterly groundwater monitoring results have shown detectable levels of petroleum <br /> hydrocarbons in the monitoring wells in the past but have decreased to nondetectable levels with <br /> continued operation of the vapor extraction system (Table 1) <br /> GROUNDWATER SAMPLING AND GRADIENT EVALUATION <br /> SMTH personnel performed the latest quarterly groundwater monitoring of monitoring wells on <br /> ' March 27, 1995 At the direction of SJCPHS in a conversation on July 14, 1994, the number <br /> of wells required to be sampled was decreased from six to three but all six wells were sampled <br /> at the direction of Coca-Cola Field work consisted of measuring depth-to-water (DTW) levels <br /> ' in all wells and collecting groundwater samples from all wells and submitting groundwater <br /> samples for laboratory analysis <br /> Water level measurements were collected from wells MW-1 through MW-6 The depth to water <br /> ranged from 62 45 to 63 10 feet below top of well casing elevation Groundwater elevations <br /> have increased an average of 2 88 feet since December 29, 1994 The water level data were <br /> ' used to develop the groundwater elevation contour map (Figure 2) Assuming that horizontal <br /> isotropic conditions prevail, groundwater in the uppermost aquifer beneath the site flowed in a <br /> southeasterly direction The average hydraulic gradient on March 27, 1995 was calculated to <br /> ' be 0.0014 ft/ft or about 7 4 feet/mile These data indicate a slight change in gradient direction <br /> but no change in magnitude when compared with the previous quarterly monitoring results A <br /> summary of groundwater monitoring data is presented in Table 2 Groundwater elevations are <br /> referenced to feet mean sea level <br /> ' Groundwater samples were collected from six shallow groundwater monitoring wells, MW-1, <br /> MW-2, MW-3, MW-4, MW-5 and MW-6 Prior to collection of groundwater samples a <br /> minimum of three well casing volumes were purged The depth-to-water, pH, electrical <br /> conductivity, and temperature were measured and allowed to stabilize before groundwater <br /> samples were collected No evidence of measurable floating product or hydrocarbon vapor was <br /> noted in the water samples Samples were then collected from each well using disposable <br /> ' bailers Purge water was contained in 55 gallon DOT approved drums Purge water from this <br /> event and the previous sampling event did not contain detectable concentrations of petroleum <br /> hydrocarbons and was discharged to the ground surface <br /> 1 The groundwater samples collected from each well were submitted with Chain of Custody <br /> Record to Sequoia Analytical Laboratories, a State Certified laboratory (FLAP#/1210) Samples <br /> were analyzed for total petroleum hydrocarbons as gasoline (TPHg), total petroleum <br /> hydrocarbons as diesel (TPHd), and benzene, toluene, ethylbenzene, and total xylenes (BTEX) <br /> utilizing EPA methods 8015/8020 <br /> Groundwater well purge and sample logs are provided in Appendix A <br /> 5400561QUARTLYIlQMR1995 FNL 2 <br /> I <br /> I <br />
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