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MEE __ a <br /> a <br /> FI RE <br /> .w <br /> Figure 1: Vicinity Map <br /> } pili Site Plan r <br /> xc Z: <br /> ` re 3: MW4 and '�W'7 WelConstruction <br /> Construction Diagram <br /> Fid NIW-G and MW- <br /> Figure 4: _g Wel, Construction Diagram <br /> Figure 5: calculated Groundwater Gradients <br /> Figure 5: Diagrams Illustrating <br /> Figure T' Strati graphic Cross Section <br /> Figure 8; Map Illustrating Local Groundwater <br /> Wells Within the <br /> Vicinity of the Rainba Baker; <br /> f Figure 9: <br /> Site Plan Illustrating Laboratory Analyses <br /> for Grondw ter <br /> Figure 10: Sita Plan Illustrating Laboratory dwa Groundwater Analyses <br /> Samples and Calculated <br /> — <br /> -figure i l: Figure Illustrating Measured Drawdown at Four Specific <br /> } Fig Times During the Well Pumping Test <br /> i <br /> .6PPF-ND '5-- <br /> December 19$7 ES>; Coiyfc i ealoih Assessment Report Safety plan <br /> Appendix I: Rainba Fakery Site Spec t <br /> Appendix II: Boring Lags <br /> Appendix III: Rainbo Bakery <br /> Appendix II: Well Permits <br /> Groundwater Gradient Calculation <br /> a edureure <br /> Appendix V: well Develop <br /> Appendix Vi: Monitoring lin Procedure <br /> Appendix VII: Groundwater Samp' g Results <br /> Appendix VIII: Soil Analytical Laboratory' Results <br /> Groundwater Analytical Laboratory <br /> Appendix IX: well Pump Test Data Spreadsheet. <br /> Appendix X: tis for Observation Wells <br /> Appendix XI: Distance-Drawdown Graph' <br /> Appendix XII: Sources Cited <br /> �I <br /> I <br /> ANDERSON <br /> CONSULTING <br /> 4 GROUP <br /> r. <br /> PME <br />