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Data for Apache Animal Hospital Page <br /> Prepared by Applied Microcomputer Systems 3 Aug l�� <br /> HydroCAD 3 .20 000754 (c) 1986-1994 Applied Microcomputer Systems <br /> SUSCATCHMENT 1 Existing conditions to RR ditch <br /> ACRES CN <br /> .05 95 Impervious surfaces SCS TR-20 METHOD <br /> 1.03 65 Pervious surfaces TYPE II 24-HOUR <br /> 1.08 66 RAINFALL= 4 .2 IN <br /> PEAK= .7 CFS Q 12.57 HRS <br /> VOLUME= .10 AF <br /> SPAN= 10-20 HRS, dt=.l HRS <br /> Method Comment Tc (min) <br /> TR-55 SHEET FLOW L1 10.2 <br /> Grass: Dense n=.24 L=85' P2=2 .8 in s=.04 <br /> TR-55 SHEET FLOW L2 40.6 <br /> Grass:. Dense n=.24 L=215' P2=2 .8 in s=.008 <br /> SHALLOW CONCENTRATED/UPLAND FLOW L3, 4 .2 <br /> Unpaved Kv=16 .1345 L=360' s=.008 ' /' V=1.44 fps <br /> Total Length= 660 ft Total Tc= 55.0 <br /> SUBCATCHMENT 2 Existing conditions to 37th Ave ne <br /> ACRES CN <br /> .16 95 Impervious surfaces SCS TR-20 METHOD <br /> 13 65 Pe-V�ous surfaces TYPE II 24-HOUR <br /> • .29 82 RAT_N=ALL= 4 .2 IN . <br /> PEAK= 1 . 1 CFS 11 .90 HRS <br /> VOL ,,E= .05 AF <br /> HRS, =.1 F=_ <br /> TR-55 SHEET FLOW L1 n 1 .0 <br /> surfaces n= . <br /> -- -°3 PL=L . _=.'JL2 <br /> TR-55 SHEET FLOW L2 3 .9 <br /> SZ-..__::.. sUria--es n= U__ L=220 C2=_ . 7 !._ _= . 00O <br /> S:L?LLOW CONCENTRATED/UPLAND FLOW L3 .7 <br /> Kv=20 . 322 -=:5' s= i=1 .57 =cs <br /> T_-a_ Le 355 f: TO=a1 Tc= <br /> SU3CATCILMENT 3 Existing conditions to the east property <br /> j _-N <br /> .21 65 SCS _..-20 ..ETHOD <br /> TYP- 77 24-HOUR <br /> RA =____ . .2 ID; <br /> PE -.= 2 CFS C� 12 .__ _ <br /> VOL_..=_ .02 A7 <br /> • =- - = - - - <br /> TR-55 SHEET FLOW L1 _ : . , <br />