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Geological Technics Inc. Page 5 <br /> Additional Site Characterization Work Plan <br /> Project No.723.2 <br /> s December 10,2007 <br /> that could act as a preferential pathway for contaminant transport. If no sand layers are <br /> encountered the screens of these wells will be placed in the same intervals as the MW- <br /> 208/308 well sets (76'/89'). <br /> • Boring MW-212 will be sampled at five foot intervals from the surface to 70 feet bgs to <br /> confirm the lithology identified in the CPT-3 borehole location. The borehole will then <br /> be continuously sampled from 70 to 100 feet bgs. The depth of the well MW-212 screen <br /> will be targeted to intercept deeper sand layers that could act as a preferential pathway <br /> for contaminant transport. The MW-112 intermediate well boring will be free drilled to <br /> total depth. The screened interval of this well will also target sand layers that could act <br /> as a preferential pathway for contaminant transport. If no sand layers are encountered the <br /> screens of these wells will be placed in the same intervals as the MW-208/308 well sets <br /> (76'/89'). <br /> • Boring MW-213 will be sampled at five foot intervals from the surface to 100 feet bgs. <br /> If field evidence of contamination is present then the well will be continuously logged <br /> throughout the impacted interval. The depth of the well MW-213 screen will be targeted <br /> to intercept deeper sand layers that could act as a preferential pathway for contaminant <br /> transport. The MW-113 intermediate well boring will be free drilled to total depth. The <br /> screened interval of this well will:also target intermediate sand layers that could act as a <br /> preferential pathway for contaminant transport. If no significant sand layers are <br /> encountered the screens of these wells will be placed in the same intervals as the MW- <br /> 208/308 well sets (76'/89'). <br /> Boring logs will be developed by a GTI geologist working under the supervision of a <br /> professional geologist. The log will be prepared using the U.S.C.S. and field observations to <br /> provide sediment descriptions. Soil samples will be collected in 6.0-inch brass liners using a <br /> 2.0-inch modified California split spoon sampler. All soil samples will be sealed with Teflon <br /> sheets, capped, labeled and placed in a cooler at 4° Celsius for transport to the laboratory <br /> 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 hydrocarbons <br /> and other pollutants, and any readings above background levels on an organic vapor meter <br /> (OVM). <br /> 2.2.3 Soil Sample Analyses <br /> Up to four soil samples from each deep borehole will be submitted to a State certified <br /> laboratory for the following analysis: <br /> • Benzene, toluene, ethyl benzene and xylene (BTEX)by EPA method 8021M or 8260 <br /> • Gasoline range petroleum hydrocarbons(TPH-G)by EPA method 8015M or 8260 <br />