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�„rwo <br /> Data for Apache Animal Hospital ` Page A <br /> Prepared by Applied Microcomputer Systems 3 Au,, <br /> HydroCAD 3 .20 000754 (c) 1986-1994 Applied Microcomputer Systems ®6 <br /> SUBCATCHMENT 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= 2.8 IN <br /> PEAK= .2 CFS @ 12.64 HRS <br /> VOLUME= .03 AF <br /> SPAN= 10-20 HRS, dt=.1 HRS <br /> Methcd 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=350' 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 /> RES C11i <br /> _5 95 Impe_-.icus surfaces SCS TR-20 METHOD <br /> _3 65 Psrvl pus surfaces TYPE I= 24-HOUR <br /> ® .29 82 Rnr,i?ALL= 2 .8 IN _ <br /> PEAK= .6 C:S @ 11 • ,_ :-._ <br /> V0L'�-rE= 03 ? <br /> SP _`i= 10-2.3 -RS, d--=. --, <br /> 7- <br /> TR-55 SHEET FLOW L1 _ . <br /> TR-55 SHEET FLOW L2 <br /> S=_::---- surfaces ..= . :,_1 _=22'01 =2=2 <br /> S LkLLOW CONCENTFLkTED/UPLAND FLOW L3 - <br /> .a -f Kv=20 . 3332 S=-005 _? f_•s <br /> SUBCATCHMENT 3 Existing conditions to the east property <br /> �__.a � SCS T -2J D <br /> _ 17 2 1--..J- <br /> TR-35 SHEET FLOW L1 <br />