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ARCHIVED REPORTS_XR0012633
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545727
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ARCHIVED REPORTS_XR0012633
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Last modified
6/3/2020 4:36:50 PM
Creation date
6/3/2020 4:14:45 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012633
RECORD_ID
PR0545727
PE
3528
FACILITY_ID
FA0005693
FACILITY_NAME
7-ELEVEN INC. STORE #20680
STREET_NUMBER
9110
STREET_NAME
THORNTON
STREET_TYPE
Rd
City
Stockton
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
9110 Thornton Rd
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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7-Eleven/Stockton 11 <br /> February 1990 <br /> Monitoring wells MW-7 and MW-8 are representative of the majority <br /> of wells at the site. The one exception to the general water <br /> level decline is the data from MW-9 which reflect a mounding of <br /> the groundwater surface due to a leaking water pipe at the rear <br /> of the 7-Eleven Store. In April 1989, this leaking water pipe <br /> was repaired and the mounding condition has been corrected. <br /> The Groundwater Gradient Maps for July, August, and <br /> September, 1989, (Figures 5, 6, and 7) , represent the interpreted <br /> groundwater--table elevations beneath the site for each of the <br /> three months in this reporting period. The regional groundwater-- <br /> gradient direction remains to the east, as reported in the past. <br /> The gradient has declined from 0.004 ft/ft to 0.002 ft/ft since <br /> the last reporting period. <br /> Monitoring well MW-4, which had previously contained free <br /> product, remained dry during this reporting period. No other <br /> free product was observed. <br /> GROUNDWATER SAMPLING AND ANALYSES <br /> Sampling of the groundwater monitoring wells, pumping wells <br /> Pw--l., PW-2, and PW-3, and nearby domestic wells was performed on <br /> six separate occasions during this reporting period. Since wells <br /> PW-1, PW-2, and PW-3 are not being used as pumping wells, they <br /> T were sampled as monitoring wells. Samples were collected in <br /> accordance with Groundwater Technology SOPs 9, 10, 11 and 12 <br /> (Appendix B) . Groundwater sampling was conducted by first <br /> purging water from each well using a clean polyvinyl chloride <br /> (PVC) bailer. Each well was purged of a minimum of Four well <br /> volumes of water by hand bailing, unless the well could be purged <br /> dry. The groundwater was then allowed to recover to at least <br /> 80 percent of the original static water-level prior to sampling. <br /> GROVS-DWATER <br /> TECHtiQLOCY,INC. <br />
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