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• <br />ID~3037638003 <br />3.0 Comainmcm Ra'm Aiversiou .ind Sih Pena. Ucsign <br />NOU 12'98 15 56 No .005 P.04 <br />The. lidluwmg c:dculaliuns dcnua,so.ne that the 2-lixn containment berm ou the northern side of the <br />pwpused Chill pod will divurl unudl IFum the up~gradicm watci:ched. ]n adililiov, a sill Ihncc pL•tccd at the <br />west end of the cnmainnrom berm will udcyuntcly treat the runufl prior to discharge. The hydtology <br />ealculation.e arc based nn the 10-year /24hour (l.k in) aanw event. <br />llvdroluev lnvuu <br />ilndieturbcd <br />Soil "I'ypi~, Coatis 13 <br />Ground Cuvcr: I•air <br />(:over Typc: Sagchntsh <br />C:N: 51 <br />Dixtunc~d pn,nh'sidc of containment beruq <br />Sail'1'ype: CvutisU <br />Ground Cnacr: Uisnvhcd <br /> <br />CN: Nti <br />Sedimcnkilogylnpplx <br />l Indistunc~d <br />• <br />K Lutnr: 0.2U <br />C 1'uctur: 0.021 <br />)' factirr: 1.U <br />Cimund (1'S): Undisun'bcd <br />I)ixnu•Acd <br />K I'acu+r: 0.20 <br />C fAClin': LU <br />T' factor: 0.8 <br />Urirund (YS): llislunc~d <br />All ulhcr hydrology inputs arc shown on the :uumhed Sl'.T)CAU4 cun,putcr printouts. <br />Chauncl Pcsieu <br />Design Q; 0.U2cfs <br />Slnpc: o.s~ir - 2nt~, <br />Sidcslopcs: zl-l:lv,3i-1:)v <br />Velocity: 0.91ps (hazed nn maxinnun slope) <br />Depth: 0.(1!1(1 (hnxd im miuiunun slope) <br />lJ <br />3 <br />11sPPROVE~ ti~V 1 '? 1998 <br />r~a~u- ~r.i <br />