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Fe-P-IaGement water shall be prey4ed by 0-- 1 >rthiP t;i9 <br /> Innnl iunff nr.rm rhhinn ornnnnr <br /> A7 Ausffn M4 f!7 h1 laandnindl Austin -000/1 2] hl <br /> -rr-rrw�rrr-r-r s <br /> 4f7 CeFward 4067 to 1<1 <br /> Fim hydrants and a pressurized water soborGe f9r Are P-d-d-116-t G-Pwr*shall b <br /> e-t 4gdd <br /> 40• Forward 1993(A.!1) <br /> aff ashes wf�h am dumped ane, damp. AGMw faces need to have a cagaAq meAqtyr-e Gepten <br /> L��cJ'n ora <br /> �v--�rrco�rv. <br /> v <br /> -all t;ra�tom, Loo., these t:.o fnnf'.rr• ip balani," <br /> r. <br /> F. HVROfII QG-V ANO IAIATGG C31141 ITV-CGP_10-MAI WATCG f311A1 IT'V COINIT'df11 MW 12D (Sta;f <br /> astictvi�r..r {L�vnr,A-r�iv v� <br /> 60 Proposed as Part of the Proiaort• <br /> . The d4nage 64Hdy ut ldze6 SaR 4ORgUOR GOUPty local-raintall data, and the Rational Method <br /> would be used to estimate maximum potential runoff from a 1,000 year, 21 hour St()rFFI event <br /> The SUFfaGE3 water Gontrol system and drainage control structures for the proposed p;ojeG <br /> drainage study would be used te design apprepriate drainage aenuels- DFaiRage C'eRtrelF, <br /> be designed to divert the water to the onsIte sedimentation basins. AN wasie at*ej*9p4q6W <br /> trFe -. <br /> 100_y ear flood ova nh <br /> from llnr.e-ha ateyn <br /> PA-1800090-Conditions of Approval 15 <br />