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3500 - Local Oversight Program
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PR0544565
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Last modified
6/14/2019 2:09:08 PM
Creation date
6/14/2019 1:57:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0544565
PE
3528
FACILITY_ID
FA0025332
FACILITY_NAME
RALPH HAYES AND SON INC
STREET_NUMBER
835
Direction
W
STREET_NAME
CLOVER
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
835 W CLOVER RD
QC Status
Approved
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EHD - Public
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Project No. E6576.001 �t tional Groundwater SamplingAV. Clover 22 March 1995 <br /> 1 <br /> i <br /> BACKGROUND <br /> After three underground fuel storage tanks (USTs) were removed from the subject <br /> property ("Site") in 1987, three monitoring wells were installed by others and sampled <br /> periodically in 1987 and 1988. The previous owner reported that he would receive a closure <br /> after one more round of testing. However, when he attempted to close in 1990, he was told <br /> by the County Health Department that they had lost or misfiled the file and, therefore, he <br /> would have to do additional work. These wells were also sampled in 1994, and the analytical <br /> results were negative; as were the previous tests. These results were reported in Reference 1, <br /> along with a request for closure. <br /> After reviewing the referenced report, the San Joaquin County Public Health Services, <br /> Enviromnental Health Division (PHS-END), requested additional investigation in order to <br /> obtain data within 10 feet of the site of the excavated USTs. This was requested because the <br /> rpreviously installed monitoring wells had been located in a triangular pattern averaging about <br /> 100 feet apart. The location and installation of an additional monitoring well (MW-4) was <br /> done in accordance with a work plan dated 13 October 1994 (Reference 2). <br /> INSTALLATION OF MONITORING WELL <br /> In accordance with the work plan, the first step was estimation of the center of the prior <br /> tank excavation. This estimation was enabled by distinctive features on aerial photographs and <br /> ra sunken ground surface feature. The shallow exploratory borings were centered on this point <br /> L.� which is indicated by B-2 on Figure 1, attached. The first boring (13-1) was purposely located <br /> in an area where native soils were anticipated. The logs of some of the exploratory borings <br /> are given in Appendix A. B-1 penetrated light tannish brown native silty clay, as expected. <br /> B-2, located in the center of the suspected excavation site, exposed soils with markedly <br /> different color and character and obvious hydrocarbon stain and odor. This material appeared <br /> to be a mixture of fill and contaminated backfill sand. The remaining, surrounding five borings <br /> rexposed soils with little or no obvious contamination, and much of the soils appeared to be <br /> i•• native. Groundwater was encountered at depths of 6 to 7 feet in the soil borings. Soil samples <br /> taken at 9.0 and 9.5 feet in B-2 appeared to be from uncontaminated native material. (Note: <br /> the soil samples from B-2 were incorrectly labeled B-3). B-3, located 13 feet in the previously <br /> ff J <br /> L' <br /> TERRASEARCH, INC. Page 3 <br /> �i <br />
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