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5750 A <br />5741 <br />1.0 <br />5740 <br />4.0 <br />A95750 <br />5740 <br />Emergency Spillway <br />Principal Spillway <br />0 <br />5740 <br />4.p:'� <br />3•D' y <br />5736 <br />a> <br />Storage Volume Computations <br />5730 <br />5735 <br />5734 <br />5730 <br />5720 <br />5732 <br />5731 <br />5720 <br />0+00 0+10 <br />0+20 0+30 0+40 <br />0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 <br />1+30 1+40 1+50 1+60 1+70 1+80 1+90 <br />2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 <br />2+80 <br />5750 <br />LENGTH <br />AREA AVG. INTERVAL <br />B' 5750 <br />ACC. <br />STAGE <br />5740 <br />(ft) <br />(ft) <br />5740 <br />t <br />C C 5750 <br />INTERVAL <br />Emergency <br />(ac -ft) <br />(ft) <br />5730.0 <br />N/A <br />Spillway (5737.0') <br />0.06 <br />5730 <br />Pond Bottom 5730.0') <br />5730 <br />5740 <br />N/A <br />0.12 0.09 1.0 <br />0.10 <br />0.15 <br />1.0 <br />5732.0 <br />NIA <br />5720 <br />0.17 0.14 1.0 <br />0.14 <br />5720 <br />5730 <br />5733.0 <br />0+00 0+10 <br />0+20 0+30 0+40 <br />0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 <br />1+30 1+40 1+50 1+60 1+70 1+80 <br />0+00 0+10 0+20 0+30 0+40 <br />3.0 <br />LEGEND. <br />------------------------ <br />---------------------- Primary Discharge Pipe Alignment <br />s i <br />A o+ o <br />30' 0' 30' 60' <br />Rip -Rap at Primary Scale: 1 = 30 <br />Spillway Outlet Contour Interval: 1 ft. <br />FILENAME: Map 2.05.3(3)-38 Goforth Stock Pond .dwg <br />Scale: V = 20' <br />Stage Storage Curve <br />Goforth Stockpond (SP1) <br />"Z�_ EM RGENCY SPILLWAY 737.0) <br />PRINCIPAL ILLWAY (5736.0) <br />TOP OF ST <br />(5741.0) <br />JCTURE <br />0.0 <br />5741 <br />1.0 <br />5740 <br />4.0 <br />5739 <br />5.0 <br />5738 <br />0 <br />5737 <br />> <br />5736 <br />a> <br />Storage Volume Computations <br />W <br />5735 <br />5734 <br />5733 <br />Permit No. C-1981-008 <br />5732 <br />5731 <br />5730 <br />Stage Storage Curve <br />Goforth Stockpond (SP1) <br />"Z�_ EM RGENCY SPILLWAY 737.0) <br />PRINCIPAL ILLWAY (5736.0) <br />TOP OF ST <br />(5741.0) <br />JCTURE <br />0.0 <br />1.0 <br />2.0 3.0 <br />4.0 <br />5.0 <br />Accumulative Storage (Acre -Ft) <br />Storage Volume Computations <br />Permit No. C-1981-008 <br />Goforth Stockpond (SP1) <br />ELEV. <br />Width <br />LENGTH <br />AREA AVG. INTERVAL <br />STORAGE <br />ACC. <br />STAGE <br />(ft) <br />(ft) <br />(ft) <br />(ac) AREA (ft) <br />(ac -ft) STORAGE <br />INTERVAL <br />(ac) <br />(ac -ft) <br />(ft) <br />5730.0 <br />N/A <br />N/A <br />0.06 <br />5731.0 <br />N/A <br />N/A <br />0.12 0.09 1.0 <br />0.10 <br />0.15 <br />1.0 <br />5732.0 <br />NIA <br />NIA <br />0.17 0.14 1.0 <br />0.14 <br />0.29 <br />2.0 <br />5733.0 <br />N/A <br />NIA <br />0.21 0.19 1.0 <br />0.19 <br />0.48 <br />3.0 <br />5734.0 <br />N/A <br />N/A <br />0.27 0.24 1.0 <br />0.24 <br />0.72 <br />4.0 <br />5735.0 <br />N/A <br />N/A <br />0.32 0.29 1.0 <br />0.29 <br />1.02 <br />5.0 <br />5736.0 <br />N/A <br />N/A <br />0.39 0.36 1.0 <br />0.36 <br />1.37 <br />6.0 <br />5737.0 <br />N/A <br />NIA <br />0.46 0.42 1.0 <br />0.42 <br />1.79 <br />7.0 <br />5738.0 <br />N/A <br />N/A <br />0.54 0.50 1.0 <br />0.50 <br />2.29 <br />8.0 <br />5739.0 <br />N/A <br />N/A <br />0.66 0.60 1.0 <br />0.61 <br />2.90 <br />9.0 <br />5740.0 <br />N/A <br />N/A <br />0.75 0.70 1.0 <br />0.70 <br />3.61 <br />10.0 <br />5741.0 <br />N/A <br />N/A <br />0.84 0.80 1.0 <br />0.80 <br />4.41 <br />11.0 <br />W <br />E <br />