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Ii{1 <br /> Storm Sewer Tabulation Page 1, i'' <br /> Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd/Rim Elev Line ID i <br /> coeff (I) flow full i1"+ <br /> i <br /> Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up j 1 <br /> Line i:I <br /> (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) i1 <br /> IIi ,1 <br /> 1 End 24.099 0.00 0.00 0.00 0.00 0.00 0.0 0.1 0.0 1.74 2.51 3.46 12 0.50 533.49 533.61 534.10 534.22 534.50 542.26 SD1 (OUTLET T 11,', <br /> 2 1 11.292 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 1.74 2.37 3.30 12 0.44 535.41 535.46 536.05 536.10 542.26 542.12 SD2(OUTLET T i j <br /> 3 2 7.556 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 1.74 2.59 2.61 12 0.53 535.46 535.50 536.27 536.28 542.12 542.03 SD3(OUTLET I .,1 <br /> I fv11 <br /> il <br /> Ii <br /> 1k;i <br /> I <br /> I I <br /> 1 <br /> !I P' <br /> r <br /> f, i <br /> Ili <br /> Project File: New.stm Number of lines:3 Run Date: 09-18-2008 <br /> NOTES:Intensity=127.16/(Inlet time+17.80)^0.82; Return period= 100 Yrs. ; c=cir e=ellip b=box <br /> I , <br /> Hydraflow Storm Sewers Extension v6.066 1'" <br /> i !i <br />