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1 <br />1 <br />W <br />i <br />i <br />el <br />I <br />III <br />Y <br />r <br />W 1/4 COR. SEC. 16 <br />T2N R68W <br />W 4242.456' <br />CR. <br />\ ING TO COMMENCE HERE 8 PROCEED IN A CLOCKWISE FASHION <br />PORTABLE CRUSHER — SCREENING SPREAD <br />CONSISTING OF SCRAPERS <br />\ <br />CAROLINE <br />DOZERS <br />LO <br />LOADDERS RS <br />TRUCKS <br />l <br />NO CRUSHER PLANTS, <br />FUEL STORAGE OR <br />T TOCKPILES IN FLOODWAY <br />�1 <br />o =� <br />21 <br />:r O <br />PHASE I <br />HIGH WATER ELEV. 4871 <br />97 AC <br />Erl <br />1 <br />200' i <br />I0 <br />w <br />Im <br />I <br />PHASE II <br />80 AC <br />0FE) <br />Q 40 <br />O <br />O <br />4 ,E <br />O /500 YR. FLOW SPILLWAY <br />1 <br />/ Z . <br />PHASE IV <br />NORMAL HIGH WATER ELEV. 4879 <br />PHASE V 44 AC <br />NORMAL HIGH WATER ELEV. 4883 <br />48 AC <br />-aW YR. FLOOD aPILLWAY <br />CONSTRUCTED SLOPES <br />WI NOT BE STEEPER THAN 3:1 <br />• — -- <br />'-- x u' 456. 445' E 30e•.T4' � p <br />W <br />�S[ V <br />PHASE III <br />45 AC <br />PROPOSED DITCH RELOCATION <br />SMITH A EMMONS <br />RURAL <br />HAUL ROAD <br />i <br />w <br />El <br />04' E 1841.67' <br />R00 <br />>F <br />Y++ <br />I <br />I <br />#. a <br />w r' <br />y <br />w <br />w <br />SCALE IN FEET <br />200 a zoo 400 <br />CCNT"Fi INTERVAL 2 FEET <br />LEDGEND: <br />FLOODWAY LIMITS <br />EXISTING DITCHES <br />MONITORING WELL <br />X PARSHALL FLUME <br />••t• SHRUBS <br />+ ** Y+ TREES <br />GRASSES — SEE SCS REPORT <br />NOTE: THIS SHEET. THE SIGNATURE SHEET AND THE VgNNTV WP ALONG WITH THE DNRRIDT E AGREEMENT ARE RECORDED IN WELD COUNTY. <br />`r � A <br />D <br />D. <br />Wnry . v i[vaaeY Cbe.PP 6nnma.v.� a ny —�... <br />WESTERN PAVING CONSTRUCTION CO. <br />COTT'NWOOD PIT MINING 8 RECLAMATION PLAN <br />MY FMGA JAN. 26, 1480 <br />11101111111103111111 <br />