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. ~ i <br />' ~ Sl+`1TA FE LOADOUTS !~ <br />1 f t ~~ <br />~, <br /># 1 1.74 in. r, ---- x 1.30 ac. =. 19 ac.- ft. or 8::i1 ft. <br />.;~~ 1~ in. <br />~~' ~, <br />1 f t ~'I' <br /># ~ 1.74 in.x ---- >; 2.02 ac.=. 29 ac.- ft. or 12632 ft, '~~ <br />;~ <br />12 in. ~~ <br />,,, <br />ii <br />Sediment storage volumes are calculated using the Universal <br />Soil Loss Equation: ~Ij <br />Lease Acres F F; LS C P Del. Fatio Tons/.Y'ear <br />',i <br /># 1 1.34 75 .34 .15 1.0 1.0 .50 2.,2" <br /># 2 2.02 7S .30 .15 1.0 1.0 .50 ~.'4'I! <br />~.~ ~i <br /># 1 2.2 tons/year s - 55 cubic ft. /yr x 3. yrs = 165 ft '' .ill <br />~'~ <br />~ ~i <br /># 2 ~.4 tons/year = 95 cubic ft./yr x 3 yrs 255 ft~'" <br />.;~''~~ .Total Volume: <br />ii 1: 8211 f t + 165 f t = 8.376 f t ar 110 yd ' <br />~. <br />"' 3 <br />v _ ~I <br /># 2: ..12632 ft + 255 ft = 12887 ft or 477 yd~ ~' <br />~i <br />The 'sumps will have no discharge devices and will be located 'as <br />I <br />shown on Map No. 23. ~; j <br />~~ <br />The er.cavated material from the sumps will be used to create ,,l~~ <br />.small' berms appro>;imately 1 foot high, where necessary, along',~the <br />lease.boundaries to contain the runoff within the property II~~. <br />i <br />i <br />":..I.' <br />The'sumpa will be cleaned of sediment when'the accumulation.,~;',~ <br />~i <br />reaches 64% of the 3 year design amount. The. sediment will tie~ill <br />F _ sj <br />~- • disposed of at the Refuse Disposal si.te-at .the xetoncr«kM~~o ~A~~ <br />,k.;,~ ~ ~ ~~~I <br />gauge will',^be installed in order to detPrmirie when the,,pond "',~~n~{ <br />~~~ ~ •. <br />,F ~ ~~ <br />~'~reach~es>th'e 60% sediment storage' level Itevlse ~ ~I sjJy~; ' <br />k~.~. <br />',ric,. m,mRRAill~oe3. ~e:.u, t. ~... .~• ...^;- ., "~.:.,~ ,:. .. .. .l °s.d.fea.>.t'^r ....:s ...•.>...>~~ ma~Y^ <br />