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Data for Apache Animal Hospital `�d r age 2 �� <br /> Prepared by Applied Microcomputer Systems / 3 Aug <br /> HydroCAD 3.20 000754 (c) 1986-1994 Applied Microcomputer Systems <br /> SUBCATCHMENT 1 Existing conditions to RR ditch <br /> ACRES CV <br /> .05 95 Impervious surfaces SCS TR-20 METHOD <br /> 1.03 65 Pervious surfaces TYPE I•I 24-HOUR, <br /> 1.08 66 RAINFALL= 5.9 . IN <br /> PEAK= 1.4 CFS @ 12.54 HRS <br /> VOLUME= .19 AF <br /> SPAN= 10-20 HRS, dt=.1 HRS <br /> Method Comment Tc (min) <br /> TR-55 SHEET FLOW Ll 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' 22=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 /> S CN <br /> .16 95 Impervious surfaces SCS TR-20 METHOD <br /> 13 65 Pervious surfaces TYPE 17 24-HOUR <br /> .29 82 RAINFALL= 5 .9 IN <br /> PEAK= 1 .8 CPS @ 11.90 HRS <br /> VOLUME= .03 AF <br /> SP _`i= '-0-20 HRS, a-= .1 HRS <br /> rte- -_-- Tc (m' <br /> TR-55 SHEET FLOW L1 1 .0 <br /> Smc_=._ surfaces n= . __ L=30' P2=2. - _- s=.022 <br /> TR-55 SHEET FLOW L2 3 . : <br /> 22v' ?2 = . : _ <br /> sur_t_es n= . _1 _= = =.005 <br /> S:LkLLOW CONCENTRATED/UPLAND FLOW L3 7 <br /> a.,- Kv=20 .3232 _ S=.CC, % =1.-5- 'ps <br /> 3:5 5 .5 <br /> SUBCATCHMENT 3 Existing conditions to the east eroperty <br /> =cS �Di <br /> .21- 7 ;�_'• . _..�� � �ac�s SCS =.-2J METHOD <br /> -1 _PE- <br /> .5 C7S <br /> V2LC t, <br /> TR-55-SHEET FLOW L1 23; . - <br />