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ARCHIVED REPORTS_XR0004007
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3500 - Local Oversight Program
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PR0545387
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ARCHIVED REPORTS_XR0004007
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Entry Properties
Last modified
3/5/2020 10:01:17 AM
Creation date
3/5/2020 8:21:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004007
RECORD_ID
PR0545387
PE
3528
FACILITY_ID
FA0005718
FACILITY_NAME
SINCLAIR TRUCKING
STREET_NUMBER
3780
Direction
W
STREET_NAME
LINNE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
3780 W LINNE RD
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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Geological Technics InO Page 3 <br /> Sinclair Trucking <br /> t Report-Subsurface Investigation <br /> Project No,320.2 <br /> September 27,1995 <br /> observation noting sediment type, especially grain size and clay content; moisture <br /> content; visible evidence of contamination, i.e., color change due to reduction of iron <br /> or discoloration from hydrocarbons and other pollutants, and the readings above <br /> background on a organic vapor meter (OVM). The OVM is a field portable photo <br />' ionization detector that uses a 10.0 eV lamp to detect compounds with ionization <br /> potential below 10.0 eV (hydrocarbon range). The OVM is calibrated daily using a <br /> 100 part per million concentration isobutylene gas standard. <br /> 2.0 SITE GEOLOGY <br />' Based on sediments recovered in the split spoon sampler the soil profile of the site <br /> was observed to generally consist of a sandy silt and/or a clayey silt with varying <br /> amounts of very fine grained sand. A fine to coarse sand unit which exhibited <br /> flowing properties was observed to be present between ±12-16 ft. Below 16 feet a <br /> dense clayey silt was observed. <br />' The sediments containing clay fines exhibited varying degrees of plasticity from non <br /> plastic and even friable to very plastic. The soil below a depth of ten feet was <br /> observed to be saturated (the water table stabilized at approximately 9.5 feet after <br /> well development). The boring logs for the borings are attached in Appendix B. <br /> 3.0 SITE HYDROLOGY <br />' On June 23, 1995 the three monitoring wells were measured for depth to <br /> � g p <br />' groundwater by Del-Tech Geotechnical Support personnel. The average depth to <br /> water was measured to be 9.56 feet from the top of casing measuring point. The <br /> groundwater gradient and bearing of flow were calculated to be 0.00433 ft/ft <br />' flowing north 60°east respectively (Figure 3-Gradient Map). This hydrologic <br /> behavior is consistent with what would be expected based on surface topography <br /> (Figure 1- Vicinity Map). <br /> 4.0 CONCLUSIONS AND RECOMMENDATIONS <br />' The recent subsurface investigation was conducted with the intention of cost <br /> effectively obtaining as much geologic, hydrogeologic, and chemical information as <br /> possible while operating under the Underground Storage Tank Cleanup Fund <br /> -- Program's (USTCFP) deductible amount. This preliminary investigation was <br /> successful in that the site now has site specific hydrologic monitoring capability, we <br /> have evidence which suggests that the plume has been defined in the southwest and <br /> southeast direction, and we now have enough information to consider methods for <br /> cost effectively defining the extent of hydrocarbon impact at this site. <br />
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