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SHID4507rs�Waste Work Me Mussys <br /> 2.0 Waste Characterization Design <br /> Statistically significant. Increasing wncentratlom of TEE In groundwater at SHAD-CO] & IXB suggest that a <br /> limited amount of residual TEE course may exist In the area of the MW505 well cluster. The statistically <br /> significant increasingtrend inWinconountratbns in mondomgvrellMW505CmwindicaethemisaTCEmass <br /> that our current conceptual hydregeolegic model does not account for, which may lengthen deamptimers. <br /> TheTc groundwatermay also beg oughtn semarm <br /> school,,or danycare facility were s Inhthe Mum. Additional <br /> charactesnuration of the she is to constructed <br /> Mill dam to determine the full extent of groundwater <br /> contamination and reach a section on the need for(inure anivdies at the see. <br /> 2.1 Groundwater Sampling Locations <br /> Initially, groundwater samples will be mllected mom eight done penetrometer and hydropuncb boring <br /> locations (Figure 5). The analytical results from the Initial samples will be evaluated to determine eight <br /> stepout sample bmtions. <br /> At each returning locartion, a single boring will be advanced using core penetrometer technology <br /> (Cpn/Hydopundl methods by the procedures described In the Eornprehemiw Field Work Earn (ORS, <br /> 016b). Each boring location will be hand angered to a depth of 5 If figs, Each boringwill be advanoed in <br /> five Intervals, to allow for the selection of five groundwaterfoul to fo ft lo he logs. T <br /> sampling Interval was established based min the review of historical waterqualify data In and around <br /> the FAVISGS Ismil duster and based on the evaluation of statistically Increasing trends of TEE <br /> mncentratimm overtime In M WSTIC (C moot. <br /> 2.2 Sampling Design <br /> Thewase charaterintionat SHADUO] 8 -008will mommucted northwest aSM1amewithin and around <br /> the M W5o5well duster (Figure 5). Five groundwater samples will W collected between Wand 140g logs <br /> from eight locations. Samples will be collected at E0, 80, 100, 120, and 140 IT logs at each sample <br /> low unless field observationsIndia otherw <br /> aed high tan:missw" "layers in three of the hydroostratigrapM1e zones (Aldo, and q and at the <br /> overbansmissisufty, cones at the impact between A/B add 6/Czones in the vicinity of the MW505 well <br /> cluster. Sipecifically, one ample will be regarded at approximately 40 it logs in the A Zone, one sample <br /> from 60 to 90 R by; in the B Zone, one sample from 90 to 10IT logs in the C Zane, and one sample each <br /> at the Aye and B/Czone contacts. <br /> Additionally, the waste characterization at SHAD OmIs -(NOT will be conducted to determine the need <br /> for a p sampling, to ss me extent of groundwater comamaHn, and whether further <br /> action row red t m <br /> edWe n the groundwater. If further action In results <br /> of the waste characterization w Il bemused to evaluate me lumber, appropriate activities at the <br /> site. The following decision miss will d a be applie groundwater samples: <br /> • If groundwater sample TCE concentrations from the initial eight sample locations are lower than <br /> the allion level (Table 1), n med. <br /> groundwater sample TEE concentrationsare nigher than the action level (Table 1), sepaut <br /> sampling Is <br /> ssary.The step out ample lecati will be locatedapproximately 50 to 100 <br /> feet from the Initial sample locations where TEE concentrations were above the action level. <br />