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ARCHIVED REPORTS_XR0007859
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0507217
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ARCHIVED REPORTS_XR0007859
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Last modified
10/8/2020 10:11:21 PM
Creation date
6/23/2020 2:44:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007859
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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3WFH <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 <br /> with continued operation of the vapor extraction system (Table 1) <br /> ' GROUNDWATER SAMPLING AND GRADIENT EVALUATION <br /> Smith Environmental personnel performed the latest quarterly groundwater monitoring of <br /> monitoring wells on June 13, 1995. At the direction of SJCPHS in a conversation on July 14, <br /> 1994, the number of wells required to be sampled was decreased from six to three, but all six <br /> wells were sampled at the direction of Coca-Cola Field work consisted of measuring depth- <br /> to-water (DTW) levels in all wells and collecting groundwater samples from all wells and <br /> submitting groundwater samples for laboratory analysis. <br /> ' Water level measurements were collected from wells MW-1 through MW-6 The depth to <br /> water ranged from 59 81 to 60 34 feet below top of well casing elevation Groundwater <br /> ' elevations have increased an average of 2 78 feet since March 27, 1995. The water level data <br /> were used to develop the groundwater elevation contour map (Figure 2) Assuming that <br /> horizontal isotropic conditions prevail, groundwater in the uppermost aquifer beneath the site <br /> ' flowed in a northwesterly direction The average hydraulic gradient on June 13, 1995 was <br /> calculated to be 0 001 ft/ft or about 5 feet/mile. The data indicates a change in gradient <br /> direction which previously has been to the east or northeast This change appears to be due to <br /> a slight depression in the water table in the vicinity of well MW-1. A summary of <br /> groundwater monitoring data is presented in Table 2 Groundwater elevations are referenced <br /> 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 <br /> was 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 /> ' 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). <br /> Samples 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 /> 540056IQUARTLYI2QTR1995 DOC <br />
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