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r � � <br /> Imlog"I7ecknfcs Inc Page 3 <br /> Feasibility Study&Investigation Work Plan <br /> Cardoza(Main St) <br /> Project No 662 2 <br /> Apnl l4, 2004 <br /> rThe borings will be drilled using an 8-mch outside diameter continuous flight hollow stem <br /> auger The boreholes will be advanced to a depth of 45 feet below the ground surface (bgs) <br /> The expected depth to groundwater in this area is 30 feet below grade, based on information <br /> ' from the previous site work <br /> Soil cuttings will be containerized in DOT approved 55-gallon steel drums and held on site <br /> rpending disposal <br /> 2.2 Soil Sampling <br /> ' Soil samples will be collected for geological evaluation at five-foot intervals Boring logs <br /> will be developed by a professional geologist under the supervision of a registered <br /> geologist The logs will be prepared using the U S C S and field observations to provide <br /> sediment descriptions A single soil sample from the capillary fringe shall be obtained from <br /> each boring for laboratory analysis Soil samples will be collected in 6 0-inch brass liners <br /> using a 2 0-inch modified California split spoon sampler All soil samples will be sealed <br /> with Teflon sheets, capped, labeled and placed in a cooler at 4° Celsius for transport to the <br /> ' laboratory following Chain of Custody protocol <br /> A field observation process will be used to gather additional information through noting <br /> sediment type, especially grain size and clay content, moisture content, visible evidence of <br /> ' contamination, i e , color change due to reduction of iron or discoloration from <br /> hydrocarbons and other pollutants, and any readings above background levels on an organic <br /> vapor meter (OVM) The OVM is afield portable photo ionization detector that uses a 10 0 <br /> eV lamp to detect compounds with ionization potential below 10 0 eV (hydrocarbon range) <br /> 2.3 Soil Laboratory Analysis <br /> GTI proposes testing at a minimum the capillary fringe sample soil sample from both of the <br /> ' boreholes (2 samples) Soil samples will be tested for the following compounds <br /> • Purgeable aromatic hydrocarbons (BTEX) by EPA method 8020 <br /> ' • Total petroleum hydrocarbons as gasoline by method 8015, modified <br /> • The fuel oxygenates MTBE, D1PE, TAME, ETBE & TBA by EPA method 8260 <br /> The samples will be submitted to a California certified laboratory The detection limits for <br /> these compounds are listed below A Chain of Custody will be completed for all samples <br /> collected and tracked to ensure sample integrity <br /> etection emits: xygenates <br /> of µg gTO 1varies , <br /> 2.4 Monitoring Well Installation <br /> The monitoring wells will be constructed using schedule 40 PVC casing with flush threads <br /> Before installing the bentonite seal the well will be surged with a clean surge block or bailed <br /> with a clean steel bailer to achieve maximum filter pack density A granular bentonite <br /> transition seal will be installed above the sand filter pack and hydrated with clean tap water <br /> A surface seal will be achieved by pumping a neat cement grout (augmented with < 4% <br /> bentonite) through the augers, as they are withdrawn to ensure that an integral grout seal is <br /> achieved The wells will be secured with locking watertight caps encased in flush mounted <br /> traffic rated well boxes The proposed construction details of the two monitoring wells are <br /> included in the following table <br /> 1 <br /> 1 <br />