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Table 6.4.7-1 — Side Channel Spillway Length and Elevation Calculations <br /> SPILLWAY INLET POND 1 <br /> 2YR. W.S.E.L. 4796.37 <br /> 1ft+2yr. <br /> Spillway Elev. = W.S.E.L. = 4797.37 ft <br /> Adjacent Stream Invert Elev. = 4792.12 <br /> Spillway Length Calc. <br /> A p= Area of Pond= 497,082.59 ft2 <br /> 0.6*A/12,000 <br /> L,= Length of Spill. _ = 24.85 ft <br /> Length of Inlet Spillway= 25 ft <br /> SPILLWAY INLET PONDS 2&3 <br /> 2YR. W.S.E.L. 4799.20 <br /> 1ft+2yr. <br /> Spillway Elev. = W.S.E.L. = 4800.20 ft <br /> Adjacent Stream Invert Elev. = 4794.00 <br /> Spillway Length Calc. <br /> A p= Area of Pond= 480,775.94 ft2 <br /> 0.6*A/12,000 <br /> L,= Length of Spill. _ = 24.04 ft <br /> Length of Inlet Spillway= 25 ft <br /> SPILLWAY INTERCONNECT PONDS 2&3 <br /> 2YR. W.S.E.L. 4796.50 <br /> 1ft+2yr. <br /> Spillway Elev. = W.S.E.L. = 4797.50 ft <br /> Spillway Length Calc. <br /> A p= Area of Pond= 480,775.94 ft2 <br /> 0.6*A/12,000 <br /> L,= Length of Spill. _ = 24.04 ft <br /> Length of Inlet Spillway= 25 ft <br /> Amen Aggregate Resource <br /> Specific Exhibits <br /> Page 37 of 84 <br />