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�eo(aguaf7echnus Inc '�' �� Page 2 <br /> Valehtme{Castle Motors) <br /> Vertical Def WP <br /> August 23,2000 <br /> The following procedure will be used to drill the deep borehole A set of 10-inch hollow <br /> stem augers will be drilled down to a depth of approximately 50 feet The augers serve to <br /> provide a return conduit for the drilling mud and to isolate the drilling mud from the heavy <br />' contamination in shallow soil A 6-inch diameter rotary bit is then lowered down the inside <br /> of the augers and drilling progresses The drilling mud will be a mix of bentonite gel with a <br /> small amount of polymer added to aid in reducing loss of drilling mud to the formation The <br />' mud is pumped down the inside of the drill rods and up the borehole A portable mud pit is <br /> placed around the 10-inch augers to catch mud and cutting as they come out of the hole The <br /> drilling mud is continually reused during the drilling process The mud rotary rig is owned <br /> and operated by V&W Drilling (C574 720904) <br />' A drilling permit will be secured as necessary and the local regulatory agency will be notified <br /> 48 hours prior to commencing work The subsurface will be cleared of underground utilities <br />' by notifying Underground Service Alert <br /> 2.1 1 Soil Sampling Procedure <br />' Borehole MW-201 will be free drilled to a depth of 110 feet since it will be drilled adjacent <br /> to MW-101/SB-201_(logs-on-file.)To-better-define-the-geolog}� the dr <br /> ILO <br /> interval,_the_ <br /> borehole will b(continuously logged from 1t to final depth boring log providing <br />' sediment description usmg t e U CS and field observations will be maintained by a <br /> professional geologist working under the supervision of a registered geologist <br /> For geologic description, soil samples will be collected in 6 0-inch brass liners using a 2 0- <br /> inch modified California split spoon sampler Soil samples to be tested in the laboratory will <br /> be collected using the SimulProbe as described below in Section 2 2 All soil samples for , <br /> laboratory analysis will be sealed with Teflon, capped with Teflon end caps, labeled and <br />' placed in a cooler at 4 Celsius for transport to the laboratory following Chain of Custody <br /> protocol s; <br /> Since only selected soil samples collected will be submitted for laboratory analysis, a <br /> screening process will be used to gather additional information through field observation <br /> These observations will include <br />' • Sediment type, especially grain size and clay content <br /> • Moisture content <br /> 0 Visible evidence of contamination, i e , color change due to reduction of iron or <br /> discoloration from hydrocarbons and other pollutants <br />' • Readings above background on an organic vapor meter (OVM) <br /> The OVM is a portable photo ionization detector that uses a 10 0 eV lamp to detect <br /> compounds with ionization potential below 10 0 eV (hydrocarbon range) <br /> 2.1.2 Sail Laboratory Analyses <br />' Based on field screening observations up to five soil samples from MW-201 will be <br /> submitted to CLS Laboratories (State Certified Laboratory #1233) Samples will be analyzed <br /> for the following <br /> 1 <br />