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<br /> TABLE 12 <br /> INTER~r.DrATE REGIONAL fLOOD <br /> RATES " RISE AND DURATION <br /> Mila fialght Tima !\iadmum Duration , <br /> I <br /> Above of of Rate of Above <br /> , <br />Stre~m ~ Ri~e Rl~e Rise Bankfull I <br /> feet hour~ n/hr hour~ , <br />Wild Hone-Dry Creak 0.33 11.7 11.0 2,5 '.5 <br /> 2.55 l~.O 10.0 5,' 20.0 <br />Dry Creek 0.07 9,0 5,0 .., 0,0 <br /> 1.63 5,0 5.5 2.' 0,0 <br />Goodnight Arroyo 0.00 ,,' 6.5 0.5 10.0 <br /> 2.07 4.0 5.0 0,9 9.5 <br /> <br /> <br /> TABLE 13 <br /> STANDARD PROJECT fLOOD <br />RATES Of RISE '" DURATION <br /> rUle Height TiM '~aximu," Duration <br /> Abolle of 0' Rete of Abova <br />Str~"m ~ Ri~" Rioa Ri~a Bankfull <br /> f....t hour~ ftjhr hours <br />Wild Horaa-Dry Cr....k 0.33 20.4 11.0 ',5 9.0 <br /> 2.55 21.0 10.0 ',5 22.0 <br />DryCre..k 0.07 10.0 0,0 ',2 0,0 <br /> 1.63 5,5 5,5 ,.. 0.0 <br />Goodnight Arroyo C.OO ',9 6,5 U li.O <br /> 2.07 '-5 6.0 ',1 10.0 <br /> <br /> <br />Those rapid rates of riso and high ~treem lIelo~itiaa <br />i~ combin3tion with d~ep flewa would creato 0 h04ardous cituatlon <br />in developed aree". Velocitiee greater than 3 feet per second <br />combined ~ith depths of 3 fest or ~reater ere generally considered <br />ha4ardous to life as weil ss property. <br /> <br />Figure 9. FUTURE FLOOD HEICHTS..WILO HORSE_DRY CREEk <br />Top view i~ Gardner Pump St~tio~ at Milo C.10. <br />ao~t"'" view is Cac Regwl"Ung Station. u~atraa"l nf '"'~ <br />br~dge at fIlil.. 0.85. ,- ~ .0... StrfJet <br /> <br />46 <br /> <br />" <br />