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�Th <br /> Data for Apache Animal Hospital Page <br /> Prepared by Applied Microcomputer Systems 3 Aug P Y 107 <br /> HydroCAD 3 .20 000754 (c) 1986-1994 Anolied3 .20 000754 (c) 1986-1994 Microcomputer SvstemsSvstems <br /> • SUBCATCHMENT 4 Developed conditions to ditch on RR <br /> ACRES CN <br /> .42 95 Impervious surfaces SCS TR-20 METHOD <br /> .85 65 Pervious surfaces TYPE II 24-HOUR <br /> 1.27 75 RAIN?ALL 2 .8 IN <br /> PEAK= .5 CFS @ 12 .55 .HRS <br /> VOLUME= .08 AF <br /> SPAN= 10-20 HRS, dt=.l HRS <br /> Method Corr.me- t 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 Lens 650 fc Total Tc= 55 .0 <br /> SUBCATCHMENT 5 Developed to 37th Ave NE <br /> �FtES CN <br /> .03 95 Impervicus SCS TR-20 METHOD <br /> 18 55 Pei L ?.c�s TY.?? T T 2S-HOUR <br /> • 25 74 �LaIN:=�LL= 2 . B T-J:^ <br /> VODLU�,!E= <br /> -.-20 HRS, 'ERS <br /> - <br /> :R-S5 SHEET FLOW L1 <br /> _ur=a::eS <br /> TR-55 SHEET FLOW L2 <br /> r,1 <br /> SH.+LLOW CONCENTRATED/UPLAND FLOW L3 . <br /> K-,7=20. 3232 ==;5' S _ - <br /> SU-2CATCHMENT 6 Developed to the east property <br /> -= <br /> CN <br /> =..-2 : METHOD <br /> =_7 = 2 Iii <br /> :R-55 SHEET FLO'K L _ <br /> - 7 - _ <br />