Laserfiche WebLink
Y <br /> A. Teichert & Son Mobile Equip Shop 103 N. 'E' St. Stockton, CA. <br /> SVE Pilot Test Work Plan Feb 1994 <br /> excavations indicated elevated concentrations of petroleum hydrocarbons. Prior to soil <br /> excavation from the former UST and piping areas, numerous soil borings were <br /> advanced and sampled to evaluate the horizontal and vertical extent of product <br /> release. Monitoring wells MW-1 through MW-13 were constructed and sampled. A <br /> drop in the water table beneath the site has resulted in five remaining wells <br /> 11 intersecting the water table. One of these wells is obstructed and sample collection <br /> is infeasible. Historical results of groundwater sampling from the four wells indicated <br /> that detectable concentrations of petroleum hydrocarbons have occurred in wells MW- <br /> 10, MW-11 and MW-13. Historical water level measurements from the five wells <br /> indicates that groundwater flow is to the northeast, east or southeast. The locations <br /> of existing and proposed wells is illustrated in the Site Map, Figure 1 . <br /> 3.0 Technical Approach <br /> 3.1 Vapor Extraction Well Construction and Sampling <br /> The vapor extraction well will be constructed at the location illustrated in Figure 1 . <br /> This location will allow the screened interval of the well to transect the inferred <br /> hydrocarbon--impacted zone. This hydrocarbon bearing zone is partially defined by <br /> previous work'. Evaluation and laboratory analysis of soil samples collected during <br /> DID well construction will provide additional information regarding hydrocarbon <br /> concentrations in this zone and in contact with the water table. <br /> 3. 1. 1 Soil Boring and Sampling <br /> Prior to drilling, the Underground Service Alert Network will be contacted for <br /> identification of underground utilities entering the site. These utilities are not expected <br /> to affect construction work as the boring will be completed in previously excavated <br /> and backfilled soils (Figure 2). The boring will be advanced by 10-inch outside <br /> diameter continuous-flight hollow stem augers. Samples will be collected at 5-foot <br /> intervals and additional zones of interest. Samples retained for chemical analysis will <br />• be submitted to Sparger Technology, a State-Certified analytical laboratory located in <br /> Sacramento, California. We do not expect to collect samples within the former UST <br /> backfill, or beneath the water table. Sufficient information exists from previous work <br /> to preclude sampling beneath the water table, with it's attendant heaving sands and <br /> drilling delays. <br />• <br /> 1 Emcon Associates, Report Dated December 15, 1992 <br /> 2 <br />