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CLEARW_ _�'KATER <br /> C R 0 U P I N C <br /> Enrwonneental Services <br /> Proposed Methods <br /> Geo robe Drilling and Sa=ling <br /> Prior to drilling, Clearwater will prepare site specific Health and Safety Plan for drilling activities Prior to conducting <br /> drilling, the site will be marked by Underground Service Alert (USA) to identify utilities leading to the site <br /> Appropriate drilling and encroachment permits will be obtainedAO the start of fieldwork All fieldwork will be conducted <br /> in accordance with Clearwater's Field Protocols(attached) PC or <br /> Soil borings will be advanced using a truck-mounted Geoprobe® 5400 direct-push drill-rig Soil samples will be <br /> collected at 5-foot depth intervals using a sampler lined with acetate sleeves from all borings Portions of each soil sample <br /> will be retained for a visual sedimentologic description by a Clearwater geologist using the Unified Soil Classification <br /> System and screening for organic vapors using a photo-ionizing organic vapor meter(OVM) Soil samples retained for <br /> laboratory analysis will be covered with Teflon lined end caps, labeled, documented on a chain-of-custody form, and <br /> placed on ice in a cooler for transport to the project laboratory Soil samples will be selected for laboratory analysis based <br /> on elevated OVM reachngs, field observations, and proximity to the capillary fringe It is anticipated that at least onetwo <br /> samples will be subirutted for analysis from each borehole <br /> The bonngs will likely be advanced to a depth approximately five feet beyond the depth of the water table to facilitate <br /> . collection of a groundwater sample It is anticipated that boring depths will not exceed approximately 20 feet bgs <br /> A grab groundwater sample will be collected directly through drill-pipe at each boring with either a stainless steel or a <br /> disposable polyethylene bailer If needed, a temporary well will be placed in each borehole to facilitate collection of a <br /> groundwater sample Each temporary well will be constructed with clean schedule 40 PVC materials with machine slotted <br /> screen Samples will be transferred to laboratory supplied sample bottles, labeled, documented on a chain-of-custody <br /> form, and placed on ice in a cooler for transport to the project laboratory <br /> Upon completion of sampling and removal of temporary well casing, all boreholes will be backfilled to the surface with <br /> cement Dnll-pipe and sampling devices will be cleaned by steam cleaning or in an Alconox®wash followed by double <br /> rinse in clean tap water to prevent cross-contamination Rinseate will be stored in labeled 55-gallon drums on-site <br /> pending removal and disposal <br /> Groundwater and soil samples will be analyzed for concentrations of TPHg and BTEX by EPA Methods 8015 (modified) <br /> and 8020 Additionally, samples will also be analyzed for concentrations of MTBE by EPA Method 8260 Sample <br /> analysis will be performed by Entech Analytical Labs, Inc (Entech), a California DHS-certified laboratory, located in <br /> Sunnyvale,California <br /> Re-Installation,of Well MW-5.Development,and Survey <br /> As mentioned earlier, well MW-5 was damaged during recent resurfacing activities Field observations indicate that <br /> approximately several feet of the uppermost part of well casing and protective box were damaged, however, the well <br /> casing and borehole remain accessible Based on these conditions, Clearwater recommends overdnlling the original <br /> borehole to remove damaged casing so that a new well may be constructed Data from MW-5 provide valuable <br /> Ms Lon Duncan 3 September 30 1999 <br />