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l <br />O O 8 <br />OD <br />Z <br />6140' — <br />6I39' — <br />6138'- <br />6137' <br />6136' — - - - - -- <br />6135'- <br />61 34 - <br />61 33` — <br />_- 6132' — <br />6131' — <br />6130'- <br />6129 — <br />6128 — <br />SPILLWAY LOCATION <br />3 -6139 <br />EMERGENCY SPILLWAY 6137.5' �I _61'37 <br />.-6135 <br />PRIMARY SPILLWAY 6134.7' -6133 <br />- 6131 <br />EMERGENCY SPILLWAY X- SECTION <br />RIP RAP <br />2 2 <br />1 1.5 11— <br />PRINCIPAL SPILLWAY DETAIL <br />VALVE CONTROL <br />{..� g' � IRRIGATION GATE <br />3 I _ <br />I <br />RIP RAP - 11_ _ WATER <br />2 <br />"PIPE (0.1% GRADE) <br />DITCH TO WILLIAMS FORK RIVER <br />R.R. <br />100 <br />I <br />5 -P2 - <br />SECTION C -D <br />SCAL E:HORZ. I" = 30' VERT.I " =5 <br />6139 — <br />6138' — <br />6137'- <br />6136' — <br />6135'- <br />6134 — <br />.6133'- <br />6132'— <br />10 YR. 24HR. PRECIPITATION RUNOFF = 2.84 AC.FT. <br />REQJIRED SEDIMENT STORAGE=1.22ACFT. <br />K � <br />ELEVATION VS. CAPACITY <br />POND 5 -PI <br />6140 <br />TOP OF DAM <br />I <br />I <br />6138 _ _EMERGENCY _SPILLWAY CREST <br />ELEVATION(FT) I <br />I <br />I <br />. I <br />6136-- I I <br />I <br />MAX, SED. I REQ. WATER STORAGE i I <br />6134 TORAGE 1t`� -2.84 AC, FT, <br />I I I <br />6132. t.51ACFT. I I <br />0 1 2 3 4 .5 6 <br />CAPACITY <br />(AC. -FT) <br />�r <br />/10 PIPE <br />EMERGENCY SPILLWAY <br />101' <br />---- ---- - - -' -- I - - -_?_ PRINCIPLE SPILLWAY WITH CONTROL VALVE <br />II \ J I <br />4_ _ 2 <br />5-PI <br />/31112 <br />— 290' <br />SECTION A -B <br />SCALE: HORI Z. I" = 30' VERT. I "= 5 <br />CONSTRUCT[O[4 COMPLETE DES-10 APPROVED BY <br />Q C -ti <br />014' OCT 1ST AS PEA SEPT. 19 79 <br />a 0.SAh. ��� a- OCT IS79 <br />THIS DESIGN. <br />I <br />DEPTH VS. CAPACITY <br />3 PONDS 5 -P2 815 -P3 <br />TOP OF DAM <br />2 - MAX. DESIGN WATER_ <br />WATER HEIGHT <br />DEPTH I I <br />(FT..) <br />I ZO.22- AC.- FT- .�— O.04AC. -FT 0 1 <br />I s <br />0 0.1 0.2 0.3 <br />CAPACITY <br />(AC. -FT.) <br />WILLIAMS FORK RIVER <br />8' �- - <br />I I <br />ELEVATION 6134.5' <br />NOTE: <br />USED STANDARD DEWATERING DEVICE. <br />.T <br />i <br />J <br />1 <br />s <br />T <br />10 <br />M, <br />let <br />Colo. Dept nf�Qs <br />� 1 <br />fr <br />NA �N" <br />p <br />$j "•., c t <br />aP , " <br />y7j�/ <br />IINI !NI.�INhIIINiIIIIIINIIIIW!IN� <br />006189 <br />J <br />1. <br />a <br />DWG. <br />W - <br />31 <br />EMPIRE ENERGY CORPORATION <br />FiGY CaRA <br />SEDIMENT PONDS <br />5 -PI, <br />uul <br />C) <br />2 <br />Coq <br />� O <br />JOB NO. <br />DRAWING NUMBER <br />DATE <br />�� <br />C01 OP <br />SCALE AS SHOWN <br />DATE - <br />NO. <br />REVISIONS <br />DATE <br />DRAWN SEIL <br />e_n v -79 <br />- <br />TRACED`7 R <br />B --79 <br />2 <br />10-5-79 <br />CHECKED <br />- <br />3 <br />SBS <br />2 -) 6- <br />APPROVED <br />