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.- FREEBOARD <br /> •--1,5 x D50 r ' RIPRAP <br /> � �\'%\;ce' / '>%"�'/?.y,,,,'/ /•�/�\\> 'H" —RIP RAP WHERE REQUIRED <br /> '�C,;;>' <,%.,moi` %\.%�Zi7:N,,, ..•;,\-.' <br /> I B W --I <br /> Typical Riprap Lined Emergency Spillway Outslope <br /> Bottom <br /> Pond Emergency Flow Q Slope width Side Slope Depth of Freeboard Total Rip Rap <br /> Channel (cfs) (%) (ft) H:1V(ft) Flow D(ft) (ft) Depth(ft) D50(in) <br /> Streeter Pond 29.7 7.7 20 1.5:1 0.3 1.0 1.3 9 <br /> Work Area Pond 0.1 7.7 20 1.5:1 NA NA NA NA <br /> Stoker Siding Pond 0.1 50.0 5 3 NA NA NA NA <br /> Rail Loop Pond 0.1 50.0 5 2.0:1 NA NA NA NA <br /> Prospect Pond 10 33.3 12 1.5:1 0.2 1 1.2 9 <br /> West Pit Pond 0.1 33.3 20 NA NA NA NA <br /> Section 16 Pond 10 33.3 19 2.0:1 0.1 1 1.1 9 <br /> East Taylor Pond 10 40.0 20 2.0:1 0.1 1 1.1 9 <br /> Revision Date: 12/20/19 <br /> Exh. 7-14A-2 Revision No.:TR-135 <br />