Laserfiche WebLink
r <br /> Geology <br /> The upper 60 feet of soil at the East Miner Avenue location consists predoinin,rntly cif <br /> silty fine sand and sandy silt. This material is probably Recent Alluvium and/or Victor <br /> Formation. No groundwater was encountered in any of the boreholes,which eMended <br /> to a maximum depth of 66 feet below ground surface. <br /> 500-Gallon ]Diesel Tank <br /> Ground penetrating radar (GPR) was used to electromagnetically identify subsurface <br /> anomalies, such as a tank or piping. Although some subsurface anomalies or <br /> electromagnetic reflections were encountered in the location of the suspected diesel <br /> tank, no reflection patterns characteristic of underground storage tanks were identified. <br /> Extent of Hydrocarbons and Lead in Subsurface <br /> The results of the soil bas survey indicated that little to no hydrocarbon 'vapor exist in <br /> the upper 13 feet of subsurface surrounding the former gasoline tank. <br /> Soil samples were collected at 5-font intervals to depths between 40 and 66 feet below <br /> ground surface. The maximum TPH-Gas concentration detected was 3.6 mglkg; this is <br /> only slightly above the detection limit of 1 mglkg. BTEX and TPH-Diesel were not <br /> detected in any soil sample. <br /> Lead concentrations ranged from 3.30 to 15.90 mg/kg. These levels are within the <br /> range for background lead concentrations. <br /> Conclusions and Recornmendations <br /> Conclusions and Recommendations are presented in Section 5 of this report. The <br /> available information indicates that the underground diesel tank dues not presently <br /> at the location shown on the 3983 map. The soil at <br /> exist, and may never have existed, <br /> the East Miner Avenue location does not contain hydrocarbon or lead concentrations <br /> above recommended cleanup levels. Based on the Leaking Underground Fuel Tank <br /> (LUFI') Field Manual (State Water Resources Control Board), nes further remedial <br /> action is recommended. <br /> st�oar60%R Wr.sr <br /> ii <br />