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ARCHIVED REPORTS_XR0012631
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545727
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ARCHIVED REPORTS_XR0012631
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Last modified
6/3/2020 4:41:11 PM
Creation date
6/3/2020 4:09:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012631
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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s 1s$y1.� <br /> r^� Mr. Hal Miller F 4 <br /> June 8, 1989 JUN 1 9 1989 <br /> Page 4 <br /> [nn��r,^;,•fav"_'�t`r.ALL.:� _i FR <br /> from PW-1, PW-3, MW-4 and MW-12. Falling water levels resulted <br /> in reduced pumping rates ranging from 0.125 to .5 gpm per well. <br /> Some free product recovery continued from MW-4. <br /> Monitoring and domestic well sampling continued on a regular <br /> schedule through 1987. Domestic well sampling results showed <br /> sporadic non-confirmable dissolved hydrocarbons in samples an <br /> several occasions through the year. Detectable concentrations <br /> could not be repeated from sampling event to sampling event. The <br /> lateral extent of the dissolved hydrocarbon plume remained <br /> undefined in early 1987 extending off-site in all directions. <br /> The lateral extent of the dissolved plume began to shrink in late <br /> 1987 as water levels dropped due to regional drought conditions. <br /> By late December, 1987, the dissolved plume extent had receded <br /> and was primarily contained on site. <br /> 1988 <br /> Continued falling water levels (See Attached Figure 2 and <br /> Table 3) resulted in reduced pumping capacity from PW-3 and all <br /> other pumping wells. Pumping from MW-4 and MW-12 was <br /> discontinued. in an effort to gain better hydraulic control on <br /> eneath the site, a new, deeper recovery <br /> the groundwater flowing b <br /> well (RW-1) was installed on site in February 1988. Recovery <br /> well RW-1 was initially pumped at a rate of 5 gpm giving a <br /> calculated dawn gradient ^apture radius of loo-feet. However, <br /> pumping .o-f the new deeper recovery well confirmed that the <br /> hydrogeology beneath the site is laterally discontinuous. <br /> Pumping in RW-1 failed to influence free product found in MW-^4 <br /> and high dissolved concentrations found in 181-1. it was <br /> interpreted that the recovery well was getting production £rnm a <br /> deeper, more transmissive zone that is not in communication with <br /> the upper zone beneath the site. <br /> TEcim(}LOGY,INC. <br />
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