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" <br />a'0 <br />�I <br />�, L <br />BASIN RUNOFF SUMMARY <br />BASIN <br />AREA <br />(ac) <br />COMPOSITE <br />RCN <br />TIME OF <br />CONCENTRATION <br />Tc (min) <br />Q10 <br />(cfs) <br />Q100 <br />(cfs) <br />V10 (cf) <br />V100 (cf) <br />A <br />3.96 <br />91 <br />6.1 <br />5.9 <br />11.4 <br />11,944 <br />23,603 <br />a1 <br />0.24 <br />79 <br />3.3 <br />0.1 <br />0.4 <br />258 <br />718 <br />a2 <br />0.29 <br />92 <br />9.2 <br />0.4 <br />0.8 <br />915 <br />1,763 <br />B <br />4.08 <br />79 <br />8.9 <br />1.7 <br />5.3 <br />4,391 <br />12,205 <br />b1 <br />0.48 <br />79 <br />3.3 <br />0.3 <br />0.8 <br />517 <br />1,436 <br />OS2 <br />13.17 <br />77 <br />18.8 <br />2.6 <br />10.4 <br />11,627 <br />34,795 <br />OS3 <br />1.47 <br />77 <br />17.1 <br />0.3 <br />1.2 <br />1,283 <br />3,840 <br />TSF STAGE STORAGE <br />ELEVATION SURFACE AREA VOLUME BELOW <br />AT STAGE STAGE STAGE STORAGE <br />(FT) (AC) (AC -FT) LABEL <br />9692 <br />0.352 <br />0.000 <br />BOTTOM <br />9695 <br />0.429 <br />1.173 <br />9700 <br />0.573 <br />3.679 <br />9705 <br />0.735 <br />6.949 <br />9710 <br />0.916 <br />11.076 <br />9715 <br />1.116 <br />16.155 <br />9717 <br />1.201 <br />18.471 <br />9718 <br />1.244 <br />19.694 <br />9719 <br />1.289 <br />20.960 <br />9720 <br />1.334 <br />22.271 <br />3 FT FREEBOARD <br />9721 <br />1.380 <br />23.628 <br />9722 <br />1.426 <br />25.031 <br />SPILLWAY <br />9723 <br />1.473 <br />TOP OF TSF <br />DESIGN POINT SUMMARY <br />COMBINED <br />DESIGN <br />UPSTREAM <br />BASIN AREA Q <br />(CFS) Q (cFS) <br />POINT <br />BASINS <br />is <br />(ac) <br />loo <br />1 <br />OS2, OS3 <br />14.38 <br />2.9 11.4 <br />2 <br />B, OS2, OS3 <br />18.46 <br />4.0 15.3 <br />Legend <br />FLOW PATH FOR SHEET FLOW <br />® FLOW PATH FOR SHALLOW CONCENTRATED <br />- - - - - - - FLOW PATH FOR CHANNEL FLOW <br />5000 INTERMEDIATE CONTOUR <br />4999 INDEX CONTOUR <br />PROPERTY LINE <br />DRAINAGE BASIN DELINEATION <br />PROPOSED SILT FENCE <br />FLOW ARROW <br />QDESIGN POINT <br />DENOTES BASIN DESCRIPTION <br />A A DENOTES BASIN ID <br />X .XX DENOTES BASIN AREA (ACRES) <br />YY COMPOSITE RUNOFF CURVE NUMBER <br />X.XX ' YY <br />UNION MILL <br />DRAINAGE STUDY <br />SECTIONS 28 AND 33, TOWNSHIP 9 SOUTH, RANGE 80 WEST OF THE 6TH P.M., <br />LAKE COUNTY, COLORADO <br />RECEIVE,) <br />APR ? 2 2014 <br />�MSION OF �50��1ATIgN <br />MININ, ^w^1G S� 1Y <br />m ►ricio- 05-1 <br />W <br />a <br />0 <br />Z <br />0 <br />W <br />o: <br />naLn <br />m0) <br />rn 0 <br /><r o <br />O N <br />O <br />O U U <br />O U Y Y <br />m <br />m m m <br />w <br />m <br />% m 0 <br />0 m 0 W <br />W W J <br />z W CD � U � <br />m F n Q W m <br />0 0 Ll U Q <br />v 0 <br />L0 <br />o 4 <br />F 0 <br />V <br />o' <br />�j r� <br />0 Z 0 <br />to I o o <br />Lr-)�vn <br />Ln <br />ll� 0 = Q <br />z <br />.� <br />'tW <br />obi _ <br />J p <br />JD CL <br />- H a <br />C N <br />L <br />LLI <br />w <br />Z a <br />O Q z <br />- z a <br />Z o <br />� cr <br />0 <br />U0 <br />ZZK <br />U <br />wo <mX <br />0 <br />T L w o w <br />x x <br />w z <br />Z Ll <br />0 <br />T �z � o <br />iu N O W <br />(+ <br />� <br />V� <br />wm�o¢ <br />0 <br />Jw <br />w mm 00 <br />i <br />=w <br />JU <br />zz <br />I <br />Q <br />p0 <br />6 <br />0 <br />RE��sr <br />�Pp0 <br />O NW.c <br />620 <br />,2 <br />AF <br />VS <br />ANDP <br />DRAWING <br />DR-1 <br />SHEET <br />1 OF 2 <br />