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'! 2.0 SCOPE OF WORK <br /> The objectives of this investigation were to further assess the lateral extent of impacted <br /> groundwater and to expand the on-site groundwater monitoring network To achieve these <br /> objectives, three additional on-site groundwater table monitoring wells (MW-4, MW-5 and MW-6) <br />' were permitted, installed, surveyed, monitored and sampled <br /> 2.1 Project Planning <br />' Pnor to initiating fieldwork, a site-specific health and safety plan addendum was prepared <br />' according to 29 CFR 1910 120 The health and safety plan included safety procedures, chemical <br /> hazard information, site safety officers, and preferred medical emergency locations <br />' According to EHD, an existing monitonng well permit (SR#0028186), issued on November 28, <br /> 2001, remained active and was used for the project A copy of the permit is included in Appendix <br /> A At least two working days prior to drilling, EHD and Underground Service Alert (USA) were <br /> notified so that regulatory and utility clearance inspections could be scheduled Underground <br /> utilities were marked by USA member utilities under USA Ticket#418782 <br /> 2.2 Groundwater Monitoring Well Installations <br /> On December 1 and 2, 2003, under the supervision of Ramage Environmental, Mitchell Drilling <br /> (C-57 License#672617) installed the three on-site groundwater table monitoring wells (MW-4, <br /> MW-5 and MW-6) to expand the groundwater monitoring network approximately 250 feet east, <br /> 175 feet south, and 50 feet west of former UST#3 (Figure 3) <br />' 2 2 1 Monitoring Well Construction Development and Surve <br /> Mitchell Drilling installed all three wells in 8-inch diameter soil borings, drilled to depths of 55 feet <br /> bgs, using a truck-mounted CME 75 drill ng and hollow stem augers All three wells consisted of <br /> 20 feet of two-inch diameter, Schedule 40, flush-threaded and machine-slotted (0 020-inch) <br />' polyvinyl chloride (PVC) well screens, spanning from approximately 35 to 55 feet bgs Blank PVC <br /> casings were threaded into the tops of the well screens and extended to the surface Filter packs <br /> of#3 graded and washed silica sand were placed through the hollow stem augers as they were <br /> slowly retrieved and until the sand packs reached approximately two feet above the tops of the <br />' screened intervals (i e , 33 feet bgs) <br /> 1 0 7 <br />