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i <br /> S Sewer Tabulation Page <br /> 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd/Rim Elev Line ID <br /> coeff 1 <br /> (I) flow full <br /> Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up <br /> Line <br /> I ;!i <br /> (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) I ; <br /> ICs <br /> 1 End 8.440 0.00 0.00 0.00 0.00 0.00 0.0 0.6 0.0 1.02 2.74 3.16 12 0.59 537.75 537.80 538.18 538.23 542.25 542.15 SD 8(UPSTREA i <br /> 2 1 53.710 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.51 1.02 2.21 8 0.71 537.80 538.18 538.39 538.52 542.15 541.66 SD 9(UPSTREA { <br /> 3 1 72.480 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.47 0.98 2.12 8 0.66 537.80 538.28 538.39 538.60 542.15 541.78 SD 10(UPSTRE i'i' <br /> 3 y=; <br /> gyp f,:t <br /> 0 1ri <br /> i <br /> si <br /> III <br /> ,:I <br /> 1 <br /> if <br /> �I <br /> I <br /> 'i ii <br /> I <br /> Project File: Upstream of Vault.stm <br /> Number of lines:3 Run Date: 09-18-2008 ' I ;! <br /> ItlI <br /> NOTES:Intensity=127.16/(Inlet time+17.80)^0.82; Return period= 100 Yrs. ; c=cir e=ellip b=boxit <br /> Hydraflow Storm Sewers Extension v6.066 <br />