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3500 - Local Oversight Program
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PR0545210
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Last modified
1/24/2020 4:44:04 PM
Creation date
1/24/2020 4:40:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545210
PE
3528
FACILITY_ID
FA0004548
FACILITY_NAME
WALMART #2025
STREET_NUMBER
3010
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
238-020-15
CURRENT_STATUS
02
SITE_LOCATION
3010 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Mr. Ron Rowe <br /> March 6, 2000 <br /> Page Two <br /> capacity used oil UST and associated piping were removed from the excavation and inspected for <br /> evidence of cracks, breaches, or other failures. No evidence of a breach was observed in the UST <br /> or associated piping. Excavated backfill and native soils surrounding the excavation displayed no <br /> evidence of contamination. A 12 inch concrete pad was located at the base of the excavation at <br /> a depth of 9 feet below grade. A concrete coring machine was used to core through the concrete <br /> pad for soil sampling purposes. Evidence of soil contamination(i.e., odors and staining) was first <br /> observed beneath the concrete pad. The contamination appeared to be the result of a release from <br /> a faulty oil/water separator located in the floor of the TLE lube pit bay at an approximate depth <br /> of 10 feet below grade and approximately 10-12 feet from the UST excavation. Inspection of the <br /> oil/water separator indicated that seals had not been installed on the separator plumbing. The <br /> separator was immediately repaired and potential for future release is not anticipated. <br /> Ms. Tish, Hazardous Materials Management Specialist, County of San Joaquin Department of <br /> Environmental Health, was on-site to direct soil sampling activities. Soil samples were collected <br /> by Steve Richardson, California Registered Geologist. Following removal of the UST, two soil <br /> samples were collected from beneath the 12 inch concrete pad of the UST at a depth of 9 feet <br /> below grade, which included one soil sample from the west end of the UST excavation and one <br /> soil sample from the northeast corner of the UST excavation. Additionally, one sample was taken <br /> from each of two stockpiles present on-site that were a result of the UST excavation. All <br /> excavation samples were collected with a stainless steel hand auger lined with 2" x 6" brass <br /> sleeves. Excavation soil samples were collected from undisturbed native soil, capped with teflon <br /> and plastic end caps, and immediately placed on ice for preservation. New disposable latex <br /> sample gloves were donned prior to each sample collection. Each sample was submitted, through <br /> proper chain of custody procedures documenting each stage of possession and handling, for <br /> laboratory analysis. <br /> Soil samples collected at the site were sent to Clayton Environmental Consultants (Clayton), a <br /> State of California-certified laboratory, in Pleasanton, California. Three soil samples were <br /> submitted for chemical analysis of total petroleum hydrocarbons - gasoline range (TPH-G <br /> 801518020); total petroleum hydrocarbons - diesel range (TPH-D 8015); benzene, toluene, <br /> ethylbenzene,and xylene(BTEX 801518020); chlorinated hydrocarbons(CL-HC 8010);cadmium, <br /> chromium, lead, nickel and zinc (ICAP METALS 6010A); and polychlorinated biphenyls (PCB <br /> 8080). Soil analytical results are summarized in Table 1 and Table 2. <br /> 00268114.919 <br />
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