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s. ~ <br />,~-a 173'-~;'> <br />~O w. <br />,N~ 2. ~` <br />;y ;s, ~~~.~0~- 3 x 04, act as <br />~'~~ C•'~"~~ P~O ~ trashracks <br />~~~rii~F COL~.c ~ <br />PLAN <br />~ E1. 96.5 <br />25 gal. drum, <br />existing Cut 1.25' from existing <br />CMP to give desired E1. <br />____ _____ ~E1. 95.8, w.s. for <br />T = 10 yr., 24 hr. <br />4 no. 1" ~ holes, ~ i storm. <br />upper set 90° to <br />lower set + ~ E1. 95.10 <br />E1. 94.50 ~ E1. 94.60 <br />Sediment <br />Allowance <br />E1. 93.75 ~ <br />ELEVATION 1"~1' <br />0~ <br />Top of embankment to <br />be evened to constant <br />elevation. Add material <br />as required. - El. 98.0 <br />0.5' El. 96.8 <br />0.5' <br />O 6._ ~~ <br />ELEVATION <br />PLAN <br />Flow depth for <br />Crest of dam • E1. 98.0 25 yr, storm <br />Crest of ~ Ft_96.8 97.0 • <br />spillway - El. 95.8 RipRap to <br />toe <br />Scale: 1"=4' <br />OUTLET <br />FIGURE j.4. Modifications to Sediment Pond Required to Meet CMLRD Criteria. <br />SECTION A A <br />SPILLWAY <br />~~ <br />~~ <br />O <br />e <br />C <br />1 <br />