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II-B-7 <br /> TO: Dian D 2 1 n`" <br /> FROM Bill Stormes <br /> RE: Emerge-ncy sp illitia,�- design <br /> The design vpeci-fications to bring all of our exiSt <br /> S.e n e n ta tion rlCvnd into c-,mpliance with thf? rec=nt C:h;:-,nc 11-1 <br /> rule ( 1 . 05 . 6 ) have heen cc)InpletEed and should be su:,r:iittecl <br /> state . <br /> Separate emerc?_i1cy SID ll:cayS t:lll be installed In a <br /> c,-:�dli:lr'RtatiOn p011da Ii•:�%'ing a single outlet , pE`r attciCl;ed C1T <�i: :.riC} <br /> Fig . 1 . <br /> Table 1 lists the dimensions and fIc>urates for each pond . <br /> Design i;as hased of the fcvrm,-)Ia =or a broad C_restecl wte r . <br /> Q=CL( H) 3/2 <br /> )illt;ays ill ie cllt to a Cer-)th Of till"fie i �t 'n ?n i _ 't:' 1 <br /> ,;ith One foot cr rip rap. Flow the rip rat' <br /> • during GeSign for c3nservation . <br /> 'll outslope Gradients greater than 1O's =hall_ he lined i,'1th :1 <br /> r3L�, Cr other Tneasures Shall Ina talken to prOtPCt a9, lrlSt erCt=' t�II <br /> of the dam eml-)ankrlents . <br /> Actual drill a-.- l:-)catior.. i:ill be determined in the field to <br /> Ilin1f11ZP_ dlatl:r%icrlCe t0 existing Strilctilre dli2" _r!<l <br /> constr;)ctlOn . <br /> ill values r._r• _ \'ear ? . OI;r _ lot; rstee 4:er=. eri _r✓: -.. - <br /> 1c)r! C e idn Cr1 er1 Cj <br /> D17E t � the CC-nSt rll:�1Gn C I the jO 1, rit th` 1 O Cl C'•l: <br /> CGnCl I 1 .Cil C .._ . L i e iitstall �d Or <br /> So_lli� t`� iec C:^_ _r' i'.itrl Cr_UL i:i.tri Cf <br /> a <br /> Corlfl^yl7rtlOn oS F j . 1 iilll be it 1rT.0 trte c �iStin'7 C.'. rnC ." _ <br /> cor,ta i niie-nt . <br /> TR-18 <br /> 10/91 <br />