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<br />CHANtn 4.0 <br />OVERFLOW 1 SO. 0 <br />9 2 PIPE .5 <br />RESER'IOIR STtJW3E IN ACRE-FEET VS SPILLWAY MFLOW <br />0.0 0.0 .1 10.0 1.0 60.0 <br />12.9 290.0 14.5 570.0 17.8 1700.0 <br /> <br />I <br />I <br />I <br />I 342 <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Table IV-3 (cont.) <br /> <br />0.0 0.0 <br />13.8 335.0 <br /> <br />47 <br /> <br />342 <br /> <br />o <br /> <br />301 <br /> <br />30 301 0 <br />301 37 0 <br />37 39 0 <br />38 391 0 <br />391 39 0 <br />39 390 0 <br />350 390 0 <br />390 41 0 <br />42 351 0 <br />351 41 0 <br />352 41 0 <br />41 44 0 <br />353 44 0 <br />44 0 0 <br /> <br />I TOTAL I01BER (F roTTERS/PIPES. b4 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE IV-4 <br /> <br />.2 10.0 <br />15.9 930.0 <br /> <br />1.0 80.0 <br />18.0 2270.0 <br /> <br />2.3 150.0 <br /> <br />210.(1 <br /> <br />b.8 <br /> <br />190.0 <br /> <br />11.8 <br /> <br />SUMMARY OF DISCHARGES <br /> <br />4 <br /> <br />t200. <br />t200. <br />100. <br /> <br />.0200 2.0 2.0 .040 3.50 <br />.0200 8.0 20.0 .060 t3.50 <br />.0100 0.0 0.0 .030 .SO <br />3.3 t40.0 b.7 210.0 11.4 270.0 <br /> Location <br /> <br />Drainage <br />Area <br />(sq mil <br /> <br />Di scharge (cfs) <br />5-yr 10-yr <br /> <br />100-yr 100-yr(Existin) <br /> <br />~ <br /> <br />I <br />4 <br /> <br />CHAIffi to.O 1200. .0100 to.O to.O .060 10.00 <br />CIW'flEL 4.0 800. .Otoo 2.0 2.0 .040 3.SO <br />OVERFLOW 300.0 800. .0100 8.0 20.0 .060 t3.5oJ <br />CHANNEl. to.O 500. .Otoo 4.0 4.0 .060 10.00 <br />CHANNEL 5.0 t5OO. .t5OO 2.0 2.0 .t5O 10.00 <br />ClW*:L 2.0 t4OO. .0300 50.0 50.0 .100 10.00 <br />PIPE 2.0 tb50. .0100 0.0 0.0 .030 2.00 <br />OVERFLOW 35.0 tb50. .Otoo 50.0 b.S .060 12.00 <br />PIPE 4.0 100. .0100 0.0 0.0 .030 4.00 <br />OVERFLOW 45.0 tOO. .0100 20.0 20.0 .050 14.00 <br /> 2.0 tOO. .0200 2.0 2.0 .030 10.00 <br />CHANIU 2.0 500. .0700 50.0 50.0 . tOO to.oo <br />CHANNEl. 2.0 350. .1300 50.0 50.0 .150 10.00 <br />CHANNEl. 2.0 1400. .0700 50.0 50.0 .100 10.00 <br />PIPE 8.0 t8OO. .0100 0.0 0.0 .030 8.00 <br />OVERFLOW 45.0 1800. .0100 20.0 20.0 .050 18.00 <br />CHANNEl. 2.0 700. .0800 50.0 SO.O . tOO 10.00 <br />PIPE 8.0 1500. .0100 0.0 0.0 .030 8.00 <br />OVERFLOW too.O t5OO. .Otoo 30.0 to.O .050 18.00 <br /> <br />Kenneys Run Downstream of <br />East Fork/West Fork Con- <br />fluence 5.21 <br /> <br />520(750) 680(1150) 840(1540) 3010(3770) 2940 <br /> <br />I <br />t <br />I <br />5 <br /> <br />TUCKER GULCH/CRESSMANS GULCH <br />Tucker Gulch at Mouth 11. 43 180 450 820 2800 2800 <br />Tucker Gulch Upstream <br />of Cressmans Gulch 9.62 90 350 640 2300 2300 <br />Cressmans Gulch at Mouth 1.48 50 130 230 710 680 <br />Cressmans Gulch at State <br />Highway #93 Crossing 1.16 10 70 150 490 490 <br />KENNEYS RUN with detention & (without detent i on) <br /> <br />3 <br />I <br />t <br />I <br />5 <br /> <br />5.62 560(750) 760(1190) 930(1620) <br /> <br />3120 (4020) 3150 <br /> <br />Kenneys Run at Mouth <br /> <br />I <br />5 <br /> <br />20th Street Tributary to <br />Kenneys Run 0.6 <br /> <br />190 280 340 610 <br /> <br />West Fork Upstream of 20th <br />Street 2.8 <br /> <br />290(350) 340(570) 400(770) 1650(2010) 1760 <br /> <br />West Fork at Welch Ditch <br />Detention Basin 2.6[inflow] 310 500 680 1910 1670 <br /> [outflow] 260(310) 300(500) 335(680) 1550(1910) 1670 <br />West Fork Upstream of <br />Tri butary No. 1 1.5 260 420 560 1370 1080 <br />West Fork at U.S. Highway <br />#6 Crossing 1.3 180 290 400 IlOO 940 <br />Tri butary No. 1 at Mouth 1.0 50 100 170 620 600 <br />East Fork at Mouth 1. 78 200(370) 270(570) 370(720) 1230(1500) 900 <br /> <br />IV-5 <br />