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TSF STAGE STORAGE <br />ELEVATION SURFACE AREA VOLUME BELOW STAGE STORAGE <br />(FT) AT STAGE STAGE LABEL <br />(AC) (AC -FT) <br />9692 0.352 0.000 BOTTOM <br />9695 0.429 1.173 <br />9700 0.573 3.679 <br />9705 0.735 6.949 <br />9710 0.916 11.076 <br />9715 1.116 16.155 <br />9717 1.201 18.471 <br />9718 1.244 19.694 <br />9719 1.289 20.960 <br />9720 1.334 22.271 3 FT FREEBOARD <br />9721 1.380 23.628 <br />9722 1.426 25.031 SPILLWAY <br />9723 1.473 TOP OF TSF <br />DESIGN POINT SUMMARY <br />DESIGN UPSTREAM COMBINED 0 0' <br />POINT BASINS BASIN AREA ,p (CFS) . (CFS) <br />(ac) <br />1 OS2, OS3 14.38 2.9 11.4 <br />2 B. OS2, OS3 18.46 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 />-479x- INDEX CONTOUR <br />PROPERTY LINE <br />DRAINAGE BASIN DELINEATION <br />-�-�o- 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 ry <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 />i <br />i <br />no <br />GRAPHIC SCALE <br />Z Cz /2� <br />r a <br />m n <br />0 <br />o ,q <br />�o <br />Ni N33 <br />w m > m <br />y m <br />kj z 3 U K <br />'� oznn <br />n <br />Y m Z X <br />x <br />J > <br />J a <br />7 Q <br />W <br />Z 0 Q <br />O Q Z <br />Z Q <br />Z Z O <br />Q <br />�o Ca�m3 <br />Zo ;Exu <br />U Q <br />25620 <br />DRAWING <br />DR-1 <br />SHEET <br />1 OF 2 <br />BASIN RUNOFF SUMMARY <br />BASIN <br />AREA <br />(oc) <br />COMPOSITE <br />RCN <br />TIME OF <br />CON cE ION <br />010 <br />010 <br />0100 <br />0100 <br />V10 (cf) <br />V100 (cf) <br />(mRA <br />A <br />3.96 <br />91 <br />6.1 <br />5.9 <br />11.4 <br />11,944 <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 STAGE STORAGE <br />(FT) AT STAGE STAGE LABEL <br />(AC) (AC -FT) <br />9692 0.352 0.000 BOTTOM <br />9695 0.429 1.173 <br />9700 0.573 3.679 <br />9705 0.735 6.949 <br />9710 0.916 11.076 <br />9715 1.116 16.155 <br />9717 1.201 18.471 <br />9718 1.244 19.694 <br />9719 1.289 20.960 <br />9720 1.334 22.271 3 FT FREEBOARD <br />9721 1.380 23.628 <br />9722 1.426 25.031 SPILLWAY <br />9723 1.473 TOP OF TSF <br />DESIGN POINT SUMMARY <br />DESIGN UPSTREAM COMBINED 0 0' <br />POINT BASINS BASIN AREA ,p (CFS) . (CFS) <br />(ac) <br />1 OS2, OS3 14.38 2.9 11.4 <br />2 B. OS2, OS3 18.46 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 />-479x- INDEX CONTOUR <br />PROPERTY LINE <br />DRAINAGE BASIN DELINEATION <br />-�-�o- 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 ry <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 />i <br />i <br />no <br />GRAPHIC SCALE <br />Z Cz /2� <br />r a <br />m n <br />0 <br />o ,q <br />�o <br />Ni N33 <br />w m > m <br />y m <br />kj z 3 U K <br />'� oznn <br />n <br />Y m Z X <br />x <br />J > <br />J a <br />7 Q <br />W <br />Z 0 Q <br />O Q Z <br />Z Q <br />Z Z O <br />Q <br />�o Ca�m3 <br />Zo ;Exu <br />U Q <br />25620 <br />DRAWING <br />DR-1 <br />SHEET <br />1 OF 2 <br />