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ARCHIVED REPORTS_XR0007869
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0507217
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ARCHIVED REPORTS_XR0007869
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Last modified
10/8/2020 10:47:49 PM
Creation date
6/23/2020 2:47:22 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007869
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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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 /> RESNA personnel performed the latest quarterly groundwater monitoring of monitoring wells <br /> on December 29, 1994. At the direction of SJCPHS in a conversation on July 14, 1994, the <br /> number of wells to be sampled was decreased from six to three Field work consisted of <br /> ' measuring depth-to-water (DTV) levels in all wells, collecting groundwater samples from wells <br /> MW-1, MW-3, and MW-4, and submitting groundwater samples for laboratory analysis <br /> ' Water level measurements were collected from wells MW-1 through MW-6 The depth to water <br /> ranged from 65 34 to 65 97 feet below top of well casing elevation Groundwater elevations <br /> have increased an average of 1 80 feet since September 9, 1994 The water level data were used <br /> to develop the groundwater elevation contour map (Plate 3) Assuming that horizontal isotropic <br /> conditions prevail, groundwater in the uppermost aquifer beneath the site flowed in a <br /> northeasterly direction. The hydraulic gradient on December 29, 1994 was calculated to be <br /> ' 0 001 ft/ft or about 7 feet/mile These data indicate a slight change in gradient direction but no <br /> change in magnitude when compared with the previous quarterly monitoring results A summary <br /> of groundwater monitoring data is presented in Table 2 Groundwater elevations are referenced <br /> to feet mean sea level <br /> Groundwater samples were collected from three shallow groundwater monitoring wells, MW-1, <br /> MW-3, and MW-4 Prior to collection of groundwater samples a minimum of three well casing <br /> volumes were purged The depth-to-water, pH, electrical conductivity, and temperature were <br /> ' measured and allowed to stabilize before groundwater samples were collected No evidence of <br /> measurable floating product or hydrocarbon vapor was noted in the water samples Samples <br /> were then collected from each well using disposable bailers Purge water was contained in 55 <br /> ' gallon DOT approved drums and stored on-site pending proper disposal Purge water from <br /> previous sampling event did not contain detectable concentrations of petroleum hydrocarbons and <br /> 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) 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 /> 54W561QUARTLYI4QMR1994 FNL 2 <br /> C:anonieEnvlronmental <br />
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