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PERMIT BOUNDARY <br />O <br />C`1 <br />/ ELEV 6571 / <br />0 6 <br />�4j h0 0� O / / 6gl 0/ <br />O <br />m4 �D <br />/ � I <br />/B ZDEWATERING CULVERT (CMP)/ ' <br />ELEV. 657J/ 1 <br />i <br />to <br />6,gj2 <br />V <br />65 <br />N <br />d =1' <br />:713 <br />O <br />O <br />V. <br />to <br />1 <br />—+-2900S <br />— 6568 <br />6570--- <br />6572 <br />6'578 <br />(0 / <br />65,8 <br />SCALE - I "= 20 <br />20 10 0 20 FT. <br />PLAN VIEW <br />ORIGINAL SURFACE CONTOURS <br />PROPOSED SURFACE CONTOURS <br />DRAINAGE <br />TYPICAL INLET AND OUTLET DITCHES <br />HORIZONTAL I "= I' <br />SCALE <br />VERTICAL 1"= I' <br />658b- <br />6584- <br />6582 <br />6580 <br />6578 <br />6576 <br />6574 <br />6572 <br />6570 <br />6568 <br />6566 <br />0 <br />B <br />6584 <br />6582 <br />6580 <br />6578 <br />6576+ <br />0 <br />A <br />AREA — CAPACITY TABLE <br />ELEVATION <br />CAPACITY <br />(AC - FT) <br />TOTAL CAPACITY <br />(AC -FT) <br />6570 <br />0.103 <br />0.103 <br />6571 <br />0.124 <br />6560 / <br />6572 <br />I <br />0.373 <br />6573 <br />0.170 <br />0.543 <br />6574 <br />4 <br />0.737 <br />— <br />65 66 i <br />V <br />65 <br />N <br />d =1' <br />:713 <br />O <br />O <br />V. <br />to <br />1 <br />—+-2900S <br />— 6568 <br />6570--- <br />6572 <br />6'578 <br />(0 / <br />65,8 <br />SCALE - I "= 20 <br />20 10 0 20 FT. <br />PLAN VIEW <br />ORIGINAL SURFACE CONTOURS <br />PROPOSED SURFACE CONTOURS <br />DRAINAGE <br />TYPICAL INLET AND OUTLET DITCHES <br />HORIZONTAL I "= I' <br />SCALE <br />VERTICAL 1"= I' <br />658b- <br />6584- <br />6582 <br />6580 <br />6578 <br />6576 <br />6574 <br />6572 <br />6570 <br />6568 <br />6566 <br />0 <br />B <br />6584 <br />6582 <br />6580 <br />6578 <br />6576+ <br />0 <br />A <br />AREA — CAPACITY TABLE <br />ELEVATION <br />CAPACITY <br />(AC - FT) <br />TOTAL CAPACITY <br />(AC -FT) <br />6570 <br />0.103 <br />0.103 <br />6571 <br />0.124 <br />0.227 <br />6572 <br />0.146 <br />0.373 <br />6573 <br />0.170 <br />0.543 <br />6574 <br />0.194 <br />0.737 <br />6575 <br />0219 <br />0.956 <br />6576 <br />0.245 <br />1.201 <br />6577 <br />TOP OF DIKE <br />10 FT <br />20 40 60 80 100 120 <br />SECTION B —B' <br />SCALE HORIZONTAL 1 "- 10' <br />VERTICAL 1"= 5' <br />3 <br />3 <br />SPILLWAY I <br />INLET DITCH BOTTOM <br />EL. 6577 <br />3 <br />MINIMUM <br />T <br />10 20 30 40 50 60 <br />CROSS SECTION A —AI <br />SPILLWAY DETAIL <br />SCALE : HORIZONTAL 1 " 5' <br />VERTICAL 1 °-3' <br />ENGINEER'S CERTIFICATION <br />6584 <br />6582 <br />6578 <br />6574 <br />6572 <br />6568 <br />16566 <br />140 <br />B1 <br />TOP OF DAM <br />EL. 6580 <br />Permit Number p' <br />Glass: <br />_Sec /Exhibit: _ _.- _ _._. ---------- -� -- ._.- ._._._._ _ <br />-- _ f <br />i Class: 17 Revision _ - ------ <br />TypelSeQ_._._. _.___._. _. _. <br />-- <br />Class: ❑ RepoM1 ❑Hydro OGenera - <br />DocType -- - - -- _ — _ --- -- _- <br />---- - -- - -- - - <br />-OAppl OBond dtmorce nspecl <br />This sediment control structure was planned and designed <br />under my direction. <br />del. Colorado P.E. 17274 <br />Curtis M. Belden <br />Date R&IzM 2, /282 <br />6584 <br />6582 <br />6580 <br />6578 <br />4_6576 <br />80 <br />A' <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />0 0 0 1 3 9 8 3 <br />