Laserfiche WebLink
i <br />'R <br /> .y <br /> f <br /> WIFE, <br /> y 'FI�,URF� <br /> figure l: Vicinity Map <br /> Figure 2: Site PIan <br /> 0 Figure 3: MW-4 and MW-5 Weil Cohstructioa Diagram <br /> Figure 4: NfW-6 and MW-7 Well Construction Diagram. <br /> Figure 5: NNW-8 Well Construction Diagram <br /> Figure b: Diagrams Illustrating Calculated Groundwater Gradients <br /> j Figure 7: Stratigraphie Cross Section <br /> Figure 8: Map illustrating Local Groundwater Wells Within the <br /> Vicinity of the Rainbo Bakery <br /> Figure 9: Site Plaa Illustrating Laboratory Analyses for Soil Samples <br /> ` FiVre 10: Site Plan illustrating Laboratory Analyses for Groundwater <br /> SampIv, and Calculated Groundwater Gradient <br /> �. Figure 11: Figure Illustrating Measured Drawdown at Four Specifir <br /> I Times During the Well Pumping Test <br /> s <br /> I <br /> ! APP1;NDl c. <br /> i •H Appendix 1: December 1487 ESE Cunainination Assessment Report <br /> Appendix iI: Rainbo Ba>atwry Site•Specific:health and Safety Plan <br /> Appendit III: Rainbo ?xbery Roring Logs <br /> .�' <br /> Appendix IV: `.Feil Perrril,,� <br /> Appendix fit: Groundwatei; Gradient Calculation Procedure <br /> Appendix VI: Monitoring Well Development Procedure - <br /> 4,y Appendix VII: Groundwater Samplisig Procedure <br /> Appendix VIII: Soil Analyticai Laboratory Results <br /> a=� Appendix IX: Groundwater Analytical Laboratory Results <br /> Appendix X: Well Pump Test Data Spreadsheet <br /> Appeni <br />