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' Pond Design Checklist <br />Page 3 <br /> <br />] 0. Is erosion control provided for below the spillway? <br />l/ <br />les , 7r.~, ~ioy ~.P,.•.~s /pro %, doJ ei-os , ,M ~,,c~'e ~~,'.r , rM.k,~. ro ~k ~~~rrp. <br />11. Calculate the permissible inlet velocity using F~ = V/ (see page 3.44 of Design Manual for <br />Sediment Contr/o^l, 1982) <br />/n F~OW T/.N~n T/'~~ F <br />V- Q = SEDSA7f~N ~,: /o-~ro~'er.h = `~~ _ 78~FS <br />_3 P <br />~.ssf <br />x_ serf ~ /~ ~°'* J ~,,,(~F <br />~ 3~~ <br />r ~D _. .-_~ _ 3 ,~8 ~ 0.67 G ~ =7 ~w~~ <br />o~ <br />• ~y~ ~N IQ.~I GMsM~ <br />12. Calculate permissible flow-through velocity, vsc = (see page 3.44 of Design Manual for <br />Sediment Control, 1982). <br />Scowr ve%Gtf~ ~ V c = /.~7d ~Z <br />t <br />p.rt~~~le <br />/ d~a.K.rts~ <br />~n erg-t....,~.~ ve~Oc/~ _ ~H = Qc _ <br />5 ~7 cfs <br /> <br />Nth _ - = O . o o$ <br />~i z'sxG ~~ <br />_. ~ <br />Sed , ~~ AA <br />VH « VSC --7 /'..rf.cl~s wd l ~ 5~~~•r <br />13. Will 10-yr., 24-hr. discharge meet TSS limitations of 50 ml/1 ? l/it, <br />~rr~.P.~,S StEDCAD r~.w yor /D _~r e~Q.~"s~u.S O, oo r1NY/Q <br />