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FLOOD03503
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Last modified
1/25/2010 6:27:29 PM
Creation date
10/4/2006 11:49:04 PM
Metadata
Fields
Template:
Floodplain Documents
County
Jefferson
Community
Golden
Stream Name
Tucker Gulch, Kenneys Run
Basin
South Platte
Title
Major Drainageway Planning
Date
9/1/1983
Prepared For
Golden, Jefferson County
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I TABLE IV-3 Table IV-3 (cant. ) <br /> DRAINAGE BASIN AND CHANNEL ROUTING PARAMETERS WIDTH IN\.'EF'T ,IDE SLOFF fj'/EFE'M!~' /S'P>1C.~I~E <br />I ~;I.lTTER GUTTER NDP /off' OR DIM LENGTH SLDPE fffilZ TO I'fRT rtANN I NO IE'TH <br /> FOR SWM~1 flJ/!BER CCloINECllON IFTI IFTI iFT/FTi L R N 1FT) <br />I 1 210 0 1 CWtIINEL 5.0 2000. . 250Q 2.Q 2.Q .200 liJ.oo <br />SUIio'ffi\ GUlTER WIDTH AREA F'EI\\;ENl SLOPE RESISTI'Hl. FA(l~ SlMA(f SI~A(iEI IN) INI'IURATlON RAIEIIN/Hl) 6A6E 21Q 2 Q I CHANNEL 2.0 2600. .0900 5iJ.Q 5iJ.Q .15iJ lQ.OO <br />NlmR rn I1AItiO..E 1m lAC! li'IPERV. 0 300 Q I CHANNEL 5.Q 800. .0400 3.0 3.0 <br />IFT/FT> IMRV. PERIl. IMPERV. PERIl. MAII"J/! MINIMUM DECAy RATE MJ . .050 10.00 <br /> t 1 2500. 14O.Q 2.0 .3000 .016 .250 .050 .400 3.00 .50 .00180 1 300 28 0 3 2.0 100. .0400 1.0 1.0 .03lJ 10.00 <br />I 2 2 2700. 152.0 37.0 .Q900 .016 .250 .05(1 .400 3.00 .5iJ .00180 1 4 5 0 1 CHAtfEL 5.0 3500. .2700 2.0 2.0 .200 10.00 <br /> 4 4 5400. 100.0 3.0 .3000 .016 .250 .O~~ .400 3.00 .5iJ .00180 1 5 9 0 I CHANNEL 5.0 2400. .1000 3.0 3.0 .150 10.00 <br /> 5 5 1600. 34.0 3lJ.0 .1600 .016 .250 .050 .400 3.00 .5iJ .00180 1 6 7 0 1 CHANNEL 5.0 2300. .0900 3.0 3.0 .15iJ to.OO <br /> 6 6 4000. 230.0 10.0 .1100 .016 .250 .050 .400 3.00 .5iJ .00180 I 7 8 0 1 CHANNEL 5.0 4000. .2000 2.0 2.0 .200 10.00 <br />I 7 7 6100. t4O.0 2.0 .3000 .016 .250 .050 .400 3.00 .5iJ .00180 I 8 9 0 I ctWf<EL 5.0 215iJ. .tOOO 3.0 3.0 .15iJ 10.00 <br /> 8 8 2000. 40.0 28.Q .1900 .016 .250 .050 .400 3.00 .5iJ .00180 1 9 100 0 1 CHANNEL 5.0 1400. .0400 3.0 3.0 .100 10.00 <br /> 9 9 t200. 63.0 23.0 .1000 .016 .25(1 .(l5iJ .400 3.00 .5iJ .00180 1 100 101 8 2 PIPE r.o 113. .0200 (I.Q Q.Q .Q2Q 1.00 <br />I 10 10 3lJ5iJ. 5iJ.0 10.0 .1100 .Qlb .250 .050 .400 3.00 .5iJ .00180 1 RESERVVIR ST(J(A(JE IN ACRE-FEET VS SPILLWAY OOTFLOW <br />11 II 435(J. 80,0 2.Q .3000 .Qlb .250 .050 .400 3.00 .5iJ .00180 1 0.0 0.0 .0 40.0 .0 120.0 .1 225.0 .3 33lJ.Q .8 43lJ.0 <br /> 12 12 1680. 65.0 40.0 .2000 .016 .250 .050 .400 3.00 .5iJ .00180 I I.d m.Q 3.3 1500.0 <br /> 13 13 1800. 5iJ.0 32.0 .0900 .016 .250 .if..o .400 3.00 .5iJ .00180 1 <br />I 14 14 5300. 122.0 3.Q .3000 .016 .250 .if..o .400 3.00 .5iJ .00180 1 10 11 0 1 CHANNEL 2;0 600. .1800 20.0 2O.Q .200 10.00 <br />15 15 3000. 15.0 40.0 .3000 .016 .250 .050 .400 3.00 .5iJ .00180 I 11 12 0 I CHANNEL 5.0 4000. .2500 2.0 2.0 .200 10.00 <br /> 16 t6 1100. 20.0 40.0 .0900 .016 .250 .050 .400 3.00 .5iJ .00180 1 12 13 0 t CIIANNEL 5.0 2100. .1000 3.0 3.0 .15iJ 10.00 <br />I 17 18 1200. 40.0 2.0 .3000 .016 .250 .05iJ .400 3.00 .5iJ .00180 1 22 23 0 1 CHANNEL 5.0 4000. .0600 3.0 3.0 .100 10.00 <br />18 18 1200. 33.0 40.0 .3000 .016 .250 .050 .400 3.00 .5iJ .00180 1 19 20 0 1 CHANNEL 5.0 2000. .2500 2.0 2.0 .200 10.00 <br />19 19 2200. 110.0 2.0 .3000 .016 .2:"0(\ .05iJ .400 3.00 .5iJ .00180 I 20 23 0 1 Ca1NNEL 5.0 4000. .0700 3.0 3.0 .100 10.00 <br /> 20 20 3600. 100.0 40.0 .1100 .016 .2"..0 .050 .400 3.00 .5iJ .00180 t 14 15 0 1 CHANNEL 5.Q 1800. .2500 2.0 2.0 .200 10.00 <br />I 21 22 700. 20.0 2.0 .3000 .016 .2"..0 .050 .400 3.00 .50 .00180 t 15 16 0 I CHANNEl. 5.0 3000. .2500 2.0 2.0 .200 10.00 <br />22 22 2700. 50.0 40.0 .1100 .Ot6 .250 .050 .400 3.00 .50 .00180 t 18 16 0 I CHAtfEL 5.0 3000. .1000 3.0 3.0 .150 10.00 <br /> 23 23 1500. 50.0 40.0 .1000 .Ot6 .250 .050 .400 3.00 .50 .00180 1 16 23 0 1 ctWf<EL 5.0 1350. .0HiO 3.0 3.0 .tOO 10.00 <br /> 24 24 2200. 3lJ.0 40.0 .2500 .016 .250 .050 .400 3.00 .5iJ .00180 I 23 13 0 I CHAtfEL 5.0 t5OO. .0400 3.0 3.0 .100 10.00 <br />I 25 25 2000. 93.0 60.0 .0700 .Ot6 .250 .050 .400 3.00 .50 .00180 1 24 199 0 1 CHAtfEL 5.0 2000. .0600 3.0 3.0 .100 10.00 <br />26 26 2600. 3lJ.0 70.0 .2500 .016 .250 .050 .400 3.00 .50 .OOt80 2 13 199 0 1 CHANNEL 5;0 1600. .0400 3.0 3.0 .100 10.00 <br /> ZJ 27 5500. 165.0 37.0 .0400 .016 .250 .050 .400 3.00 .50 .00180 2 199 200 0 3 2.0 100. .0200 2.0 2.0 .03lJ 10.00 <br />I 28 28 2550. 88.0 52.0 .0500 .016 .250 .050 .400 3.00 .5iJ .00180 2 200 WI 0 2 PtPE 14.0 t70. .0050 0.0 0.0 .020 14.00 <br />'1!1 '1!1 t560. 56.0 40.0 .0300 .016 .250 .050 .400 3.00 .50 .OOt8O 2 25 251 0 1 CHANNEL 5.0 2500. .0400 3.0 3.0 .100 10.00 <br /> ~ 311 103lJ. 71.0 3lJ.0 .0600 .016 .250 .050 .400 3.00 .50 .00180 2 251 26 0 3 2.0 100. .0200 2.0 2.0 .03lJ to.OO <br /> 31 31 4500. Ibl.0 6.0 .0900 .016 .250 .050 .400 3.00 .50 .00180 2 26 201 0 1 CHANNEL 5.0 2300. .0400 3.0 3.0 .100 10.00 <br />I 32 331 1400. 90.0 2.0 .t300 .016 .250 .050 .400 3.00 .50 .00180 2 201 202 0 t CHANNEL 5.0 800. .0300 3.0 3.0 .060 10.00 <br />33 33 2530. 68.0 60.0 .0400 .016 .250 .050 .400 3.00 .50 .00100 2 lOt 202 0 1 CHANNEL 5.0 400. .0300 3.0 3.0 .060 10.00 <br /> 34 34 4000. 320.0 52.0 .0500 .016 .250 .050 .400 3.00 .5iJ .00180 2 202 27 9 2 PIPE .5 100. .0300 0.0 0.0 .03lJ .5iJ <br />I 35 35 1000. 28.0 45.0 .0700 .016 .250 .050 .400 3.00 .50 .00180 2 RESERVOTR ST(J(A(JE IN ACRE-FEET VS SPILLWAY OOTFLOW <br />36 36 1740. 48.0 16.0 .t800 .Ot6 .250 .050 .500 3.00 .5iJ .00180 2 0.0 0.0 .0 t2.0 1.2 250.0 ~i.3 280.0 14.4 310.0 3lJ.2 340.0 <br /> 37 37 1300. 46.0 27.0 .t400 .Ot6 .250 .050 .400 3.00 .5iJ .00t80 2 40.0 350.0 51.0 73lJ.0 75.2 2580.0 <br /> 38 38 3200. 110.0 4.0 .1400 .016 .250 .050 .400 3.00 .5iJ .00180 2 <br />I 39 39 t900. 57.0 48.0 .0700 .016 .250 .050 .400 3.00 .5iJ .00180 2 27 'l'I 0 4 ctWf<EL 3.0 2tOO. .0200 2.5 5.0 .060 7.00 <br />40 352 t900. 52.0 2.0 .t400 .016 .250 .050 .400 3.00 .5iJ .00180 2 OVERFLOW 200.0 2100. .0200 2.5 5.0 .060 17.00 <br /> 41 41 1800. 54.0 48.0 .tOOO .016 .250 .050 .400 3.00 .5iJ .00180 2 28 '1!I1 0 1 ctWf<EL 2.0 1000. .0400 5iJ.0 5iJ.0 .040 10.00 <br />I 42 42 1000. 61.0 75.0 .0400 .Ot6 .250 .050 .400 3.00 .5iJ .00180 2 m 292 0 1 ctWf<EL 2.0 1200. .0400 5iJ.0 50.0 .040 10.00 <br />43 353 800. 3lJ.0 2.0 .2500 .016 .250 .050 .400 3.00 .5iJ .00180 2 '1!1 292 0 4 CHAttn 10.0 1650. .0200 2.0 2.0 .050 9.5iJ <br />44 44 2200. 51.0 70.0 .1000 .016 .250 .050 .400 3.00 .50 .00180 2 IlVERFLOW 175.0 t65O. .0200 15.0 40.0 .050 19.5iJ <br /> 45 45 t570. t8.0 65.0 .0800 .Ot6 .250 .050 .400 3.00 .50 .00180 2 292 350 0 3 2.0 100. .0200 2.0 2.0 .030 10.00 <br />I 46 46 2200. 4t.0 60.0 .0800 .016 .250 .050 .400 3.00 .5iJ . .00180 2 311 33 0 1 ctWf<EL 2.0 3000. .tOOO 5iJ.0 50.0 .200 10.00 <br />47 47 2400. 22.0 40.0 .0700 .016 .250 .050 .400 3.00 .50 .00180 2 31 33 0 1 ClWf€L 2.0 1800. .1000 50.0 5iJ.0 .200 10.00 <br /> 48 41 1870. t5.0 80.0 .t300 .016 .250 .050 .400 3.00 .50 .00180 2 33 46 0 I CHAttn 5.0 1500. .0400 3.0 3.0 .060 10.00 <br /> 49 49 1100. 46.0 9.0 .0900 .016 .250 .050 .400 3.00 .5iJ .00too 2 331 46 0 1 CHANn 5.0 2700. .0400 3.0 3.0 .060 to.OO <br />I 50 50 bOO. to.O 70.0 .0100 .Ot6 .250 .050 .400 3.00 .50 .00180 2 46 47 0 1 ctWf<EL 5.0 t200. .0200 5.0 5.0 .060 10.00 <br /> 49 342 0 I ctWf<EL 5.0 1200. .0700 2.0 2.0 .060 10.00 <br /> TOTIl. IUIBER (F SUSCIlTCHTS, 49 5iJ 45 0 I 0lAIfEI. 5.0 700. .0tOO 2.0 2.0 .030 10.00 <br />I 45 342 0 t CHAttn 5.0 1000. .0400 2.0 2.0 .060 10.00 <br />TOTIl. TRIIlITARY AREA (ACRES), 3565.00 34 341 0 t ctWf<EL 5.0 2000. .0300 10.0 to.O .060 10.00 <br /> 35 341 0 1 ctWf<EL 2.0 500. .0400 5.0 5.0 .060 10.00 IV-4 <br /> 341 47 9 2 PIPE .5 100. .0200 0.0 0.0 .030 .5iJ <br />I RESElMJIR ST~ tN ACRE-fEET \IS SPlLLWAY OOTFLOW <br />
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