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ARCHIVED REPORTS_XR0005206
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ARCHIVED REPORTS_XR0005206
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Last modified
3/12/2020 8:40:24 AM
Creation date
3/10/2020 3:49:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005206
RECORD_ID
PR0545509
PE
3528
FACILITY_ID
FA0002121
FACILITY_NAME
JAMAR SERVICE
STREET_NUMBER
4075
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
15726411
CURRENT_STATUS
02
SITE_LOCATION
4075 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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THIRD QUARTER,2001 <br /> GROUNDWATER MONITORING REPORT <br /> JAMAR OIL DISTRIBUTION <br /> JANUARY 2002 <br /> Groundwater Analyses <br /> On September 28, 2001, depths to groundwater were measured from the top of the well casings <br /> (TOC)using an electronic water level indicator The groundwater elevations recorded by GHH <br /> are summarized in Table 1 Each monitoring well was purged by pumping at least three well <br /> volumes of water Conductivity,temperature and pH were monitored while the wells were being <br /> purged Purging data were recorded on field data sheets, which are included in Appendix A <br /> Samples were collected from each monitoring well using new disposable bailers Groundwater <br /> samples were analyzed for TPH G,BTEX, 1,2-DCA,EDB and fuel oxygenates using EPA <br /> Methods 8015 Modified, 8020 and 8260B,respectively The analyses were conducted by <br /> Acculabs,Inc of Davis, California, a California State certified laboratory, in accordance with <br /> state guidelines and EPA protocol Copies of the laboratory reports with COC documentation <br /> are included in Appendix B The analytical data are summarized in Figure 5 and in Table 2 <br /> SUMMARY <br /> Groundwater Flow and Gradient <br /> Based on depth to groundwater measurements taken on September 28,2001, the depths to <br /> groundwater range from 62 56 feet below ground surface bgs in monitoring well MW-1 to 62 90 <br /> feet bgs in MW-4 All groundwater elevations were measured to the nearest 0 01-feet relative to <br /> the surveyed top of casing elevation The elevations are based on the survey conducted by JPCA <br /> on August 30, 2000 The survey on August 30, 2000 was completed by setting the corner of the <br /> cement sidewalk on the southeastern comer of the store as the benchmark with an assumed <br /> elevation of 30 feet Based on the surveyed casing elevations and the measured depth to water <br /> on September 28, 2001, the groundwater elevations range from -34 22 feet in MW-5 to-34 39 <br /> feet in MW-4 <br /> The direction of groundwater flow has been calculated to be trending to south-southeas th <br /> a hydraulic gradient of approximately 0 001-feet/feet across the site as sho F <br /> Calculated groundwater elevations are summarized in Table 1, and shown on Figure 4 <br /> Groundwater Analytical Results <br /> TPH G was detected in all wells this quarter at concentrations of 100,000 micrograms per liter <br /> (Ezg/l), 8,000 pg/l, 19,000,ag/l, 18,000 /.cg/l and 180 µg/l in samples from MW-1,MW-2,MW-3, <br /> MW-4,and MW-5,respectively <br /> 4 <br />
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