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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544480
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Entry Properties
Last modified
5/20/2019 3:06:16 PM
Creation date
5/20/2019 2:59:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544480
PE
3528
FACILITY_ID
FA0004960
FACILITY_NAME
CHEROKEE SERVICE CENTER
STREET_NUMBER
303
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04735308
CURRENT_STATUS
02
SITE_LOCATION
303 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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L303 SouthCherokee r kee Lane TL A91701.01 <br /> March 10, 1995 Page 3 <br /> L <br /> L First encountered groundwater in the site vicinity occurs under unconfined (water table) <br /> conditions at a depth of approximately 60 feet BSG and flows to the south-southwest <br /> (personal communication with San Joaquin County Public Health Services/Environmental <br /> LHealth Division). Local groundwater flow may be influenced by pumping of water wells and <br /> recharge from various sources. The effect of these influences on groundwater beneath the <br /> site is beyond the scope of this investigation. <br /> 3.3 Project HisLQja <br /> Twining understands that a 550-gallon waste oil UST was removed from the site in June <br /> 1987 and that three product tanks (2-8,500, 1-10,000) were removed in August 1988. Some <br /> overexcavation was conducted in December 1988. According to a letter from Ms. Diane <br /> Hinson of the San Joaquin County Public Health Services Environmental Health Division <br /> (PHS/EHD), one soil sample was collected beneath each of the USTs and the headspace <br /> method of analysis was used instead of United States Environmental Protection Agency <br /> L (U.S. EPA) method 8020. Consequently, the letter requires that two soil samples be <br /> collected beneath each of the former UST locations and that proper analytical methods be <br /> L used. According to a PHS/EHD letter, dated June 15, 1994, PHS/EHD staff witnessed the <br /> removal of the product piping and the collection of soil samples (Drawing 2). A summary <br /> of soil sample analytical results for the soil samples collected beneath the product piping is <br /> Lpresented in Table 1. <br /> L <br /> L " <br /> L <br /> L <br /> L <br /> L <br />
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