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ARCHIVED REPORTS_XR0007871
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0507217
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ARCHIVED REPORTS_XR0007871
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Last modified
10/8/2020 10:08:47 PM
Creation date
6/23/2020 2:49:32 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007871
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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i <br /> MW AA <br /> Working To Restore Nature <br /> and within a radius of about 20 feet of the former 1,000 gallon gasoline UST tank pit A soil <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 (Table 1) <br /> ' GROUNDWATER SAMPLING AND GRADIENT EVALUATION <br /> RESNA personnel performed the latest quarterly groundwater monitoring of monitoring wells <br /> ' on June 2, 1994 At the direction of SJCPHS in correspondence dated May 10, 1994, the <br /> number of wells to be sampled has increased from three to six Field work consisted of <br /> measuring depth-to-water (DTW) levels and collecting groundwater samples from wells MW-1 <br /> ' through MW-6, 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 64 28 to 69 99 feet below top of well casing elevation In general, groundwater <br /> elevations have increased an average of 1 70 feet since March 17, 1994 The water level data <br /> were used to develop the groundwater elevation contour map (Plate 3) Assuming that horizontal <br /> isotropic conditions prevail, groundwater in the uppermost aquifer beneath the site flowed in an <br /> easterly direction The hydraulic gradient on June 2, 1994 was calculated to be 0 0006 ft/ft or <br /> about 3 feet/mile These data indicate a flatter gradient but no change in direction when <br /> compared with the previous quarterly monitoring results A summary of groundwater <br /> monitoring data is presented in Table 2 Groundwater elevations are referenced to feet mean <br /> sea level <br /> ' Groundwater samples were collected from six shallow groundwater monitoring wells, MW-1 <br /> through MW-6 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 <br /> ' The groundwater samples collected from each well were submitted with Chain of Custody <br /> Record to Sequoia Analytical Laboratories of Redwood City, California, a State Certified <br /> ' laboratory (State Hazardous Waste Testing Laboratory Certification No 1210) Samples were <br /> analyzed for total petroleum hydrocarbons as gasoline (TPHg), total petroleum hydrocarbons as <br /> diesel (TPHd), and benzene, toluene, ethylbenzene, and total xylenes (BTEX) utilizing EPA <br /> ' methods 8015/8020 <br /> Groundwater well purge and sample logs are provided in Appendix A <br /> 54Wi6\QUARTLYI3QMR1994 ORF 2 <br /> 1 <br />
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