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ARCHIVED REPORTS_WORK PLANS
EnvironmentalHealth
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WALNUT GROVE
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8960
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2900 - Site Mitigation Program
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PR0506456
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ARCHIVED REPORTS_WORK PLANS
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Last modified
6/22/2020 8:10:10 AM
Creation date
6/22/2020 7:52:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
WORK PLANS
RECORD_ID
PR0506456
PE
2950
FACILITY_ID
FA0007437
FACILITY_NAME
M & K GAS STATION
STREET_NUMBER
8960
Direction
W
STREET_NAME
WALNUT GROVE
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115029
CURRENT_STATUS
02
SITE_LOCATION
8960 W WALNUT GROVE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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iI <br /> Mr. Harlin Knoll <br /> February 15, 2000 <br /> Page 2 of 4 j <br /> had occurred. Soil boring locations are shown on Figu e 2. Analytical results are summarized in <br /> Table 1. <br /> One 10,000-gallon UST for storage of diesel fuel and t o 10,000 gallon USTs for the storage of <br /> gasoline and associated piping were removed under permit from PHS/EHD on January 21, 1999. <br /> Analytical results of sidewall soil samples and groundwater grab sample collected from beneath <br /> the USTs indicated that elevated levels of petroleum hydrocarbons were present in the soil and <br /> groundwater. Sample locations are shown on Figure 2. Analytical results are summarized in <br /> Table 2. <br /> 2.2 Soil Boring Investigation <br /> In July 1999, five direct push soil borings were advanced along the perimeter of the former UST <br /> location to investigate the vertical and lateral extent of soil and groundwater contamination, and <br /> four hand augered soil borings were advanced to investigate the lateral extent of shallow soil <br /> contamination. Soil boring locations are shown on Figure 2. Analytical results are summarized in <br /> Tables 3 and 4. <br /> The results of this investigation were submitted to PHS HD in a report dated October 19, 1999. <br /> Based upon the localized contamination and its current accessibility, Ground Zero recommends the <br /> implementation of remedial actions consisting of excavation and limited groundwater extraction, as <br /> well as the installation of groundwater monitoring wells to further define the extent of groundwater <br /> contamination. This workplan addendum addresses proposed interim soil and groundwater <br /> remedial actions. The installation of groundwater monitoring wells will be scheduled upon <br /> completion of excavation and backfilling activities and have been addressed under separate cover. <br /> h <br /> 2.3 Hydrogeological Setting <br /> The site is located in Thornton, California, approximately 5,100 feet southwest of the <br /> Mokelumne River, the nearest body of surface water. Surface elevation at the site is <br /> approximately eight feet above sea level. <br /> Based on historical information provided by San Jo quip County Flood Control and Water <br /> Conservation District and groundwater information fro rn a nearby site, groundwater beneath the l <br /> site is expected to flow in a southwesterly direction. Groundwater was first encountered at a <br /> depth of 6 to 7 feet in the borings drilled on the property. <br /> 3.0 NATURE AND EXTENT OF CONTAMINATION <br /> 3.1 Soil Contamination <br /> The data from the soil boring investigation combined with data previously obtained have largely :I <br /> defined the extent of soil contamination. Soil contarnination appears to be limited to depths <br /> between approximately 6 and 13 feet bgs and is generally found in the area immediately adjacent to <br /> G:1Data1GROLTNDZEIMANSER`Manser 2linterimwh.doc <br />
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