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Table 5.1 - Underflow Calculation <br /> 2.55 0.03 149 90 100,000 2.6E-03 <br /> 3.37 0.04 149 90 100,000 3.4E-03 <br /> 7.65 0.08 446 90 300,000 2.6E-03 <br /> 10.10 0.11 446 90 300,000 3.4E-03 <br /> Notes: Hydraulic gradient from Appendix C, 2013 Time-Series Historic Groundwater Elevation Contour Map, CGS <br /> Report. Transmissivity from CGS Report and Lorenz monitoring well calculations. Town width is 6,375 feet. Saturated <br /> thickness estimated at 90 feet based on nearby well depths and water levels. Underflow rate=transmissivity*hydraulic <br /> gradient*town width. <br /> Table 5.2-Summaryof Theis E uation Superposition Model Results <br /> T 140.00M. <br /> `1F? ! $JMdWftd barbs _ <br /> 4PF4 OrM400 (ft) <br /> Otcjmsid Weft <br /> WWTP 9.4 785 27.1 2200 25.2 <br /> GMP/Pump St. 1 15.3 1500 45.5 2200 25.9 <br /> West Basin 4.0 - 7.5 - 8.8 <br /> RE 1 10.6 - 10.6 695 14.8 <br /> Vine+ 11th 8.3 - 13.2 - 12.5 <br /> Baseball Field 0.5 - 8.2 - 9.1 <br /> M+E 5.8 1022 29.5 2200 23.8 <br /> South Nelson 5.4 - 7.8 - 8.7 <br /> SW 0.0 - 5.2 - 6.6 <br /> Observadon POkft <br /> SW-Town Boundary 0.0 - 2.9 - 4.6 <br /> NW-Town Boundary 0.0 - 5.4 - 7.0 <br /> SE-Town Boundary 1.5 - 4.5 - 6.0 <br /> E/C 10.4 - 10.4 - 10.5 <br /> Pump Station 2 12.6 - 12.8 - 12.6 <br /> South Birch 4.1 - 6.2 - 7.4 <br /> North Birch 1.3 - 9.3 - 10.4 <br /> Total (gpm): 3307 7295 <br /> Total(cfs): 7.4 16.3 <br /> Note: Target drawdown calculated as the target water level at location less April 2015 water level. <br /> 19 <br />