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Last modified
1/25/2010 6:48:13 PM
Creation date
10/5/2006 1:15:07 AM
Metadata
Fields
Template:
Floodplain Documents
County
Pitkin
Community
Pitkin County
Stream Name
Roaring Fork River
Basin
Colorado Mainstem
Title
Floodplain Information Report
Date
8/1/1976
Prepared For
Pitkin County
Prepared By
Wright-McLaughlin Engineers
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />" <br /> <br />TABLE 3 CONTINUED <br />FlDOOFllEQUENCY-ELEVATIONANOOISCHARGEDATA <br /> <br />ROARING FORK RIVER, PITKIN COUNTY, COLORADO <br /> <br /> STATION STREAM '0 YEAR SOHAR 100 YEAR 500 YEAR <br />REF. FRO~ 'EO 10'.5. PEAK \/.5. PEAK \i.S. PEAK \.1,5. e,,, <br />POINT MOUTH ELEVATION ELEV. DISCHARGE ELEV. DISCHARGE ElEV. DISCHARGE ELEV. DISCHARGE <br />NUMBER (FEET) IDENTIFICATION {FT.MSLl (FT,HSL) (eFS) (FT, MSL) reFS) (FT,M5L) (eFS) (FT.MSLl reFS) <br />7" 454+30 NORTH WOODY CREEK BRIDGE 7110.6 7115.4 5400 7116.9 7500 7117.4 8300 7120.3 10,800 <br />74 454+80 7111.0 7118.0 5400 7119.5 7500 7120.0 8300 7122.1 10,800 <br />75 46,+30 7119.0 7123.5 5400 7124.6 7500 7124.8 8300 7125.5 10,800 <br />76 470+00 7130.0 7134.3 5400 7135.2 7500 7135.5 8300 7136.4 10,800 <br />77 484+60 7144.0 7148.0 5400 7148,8 7500 7149.1 8300 7150.0 10,800 <br />78 507-+]0 7163.0 7167.6 5400 7168.6 7500 7169.0 8300 7170.0 10.800 <br />79 516+70 71n.o 7178.4 4400 7179.5 6000 7179.9 6700 7181.1 8,700 <br />80 533+00 7119.0 7195.5 '400 7196.4 6000 7196.7 6700 7197.7 8,700 <br />" 543+60 7703.0 7,084 4400 n09.5 6000 7209.9 6700 nlo.9 8.700 <br />" 561+30 7226.0 7230.9 4400 7231.9 6000 7232.3 6700 7233.4 8,700 <br />83* 574+20 ** CROSS SECTION 6 7244.6 7250.7 1,400 7251.6 6000 7252.0 6700 7252.9 8,700 <br />84 589+60 n67.0 ?i71.7 4400 7272.7 6000 7273.1 6700 7274.1 8,700 <br />~;, 60J+80 7277.9 7284.2 4400 7285.3 6000 7285.7 6700 7286.7 8,700 <br />86 612+90 7187.0 7291.4 4400 7192.4 6000 7292.8 6700 7293.9 8,700 <br />B7 6,1+80 7300.0 7303.9 4400 7304.8 6000 7305.1 6700 7306.0 8.700 <br />88 644<-10 7321.0 73?7.5 4400 73,8.6 6000 7329.1 6700 7330.4 8,700 <br />" 654+50 7332.0 7338.3 4400 7339.6 6000 7340.1 6700 7341.6 8,700 <br />90 655+00 SOUTHIJOOOYCREEKBRIDGE 7332.5 7339.2 4400 7340.5 6000 7,41.0 6700 734,.0 8,700 <br />91* 655+,0 7333.0 7339.7 4400 7341.1 6000 73416 6700 734/'.0 8.700 <br />92'" 655+70 73!4.5 7340.4 44rJO 73!'1.] 600e 7342.2 6700 7343.7 8.700 <br />93'" 665+20 7345.5 7351.1 4400 7352.1 6000 7352.4 6700 7353.4 8.700 <br />9' 675+4'1 736!,.0 7368.8 4400 7369.7 6000 7370.1 6700 7371.0 8.700 <br />95 69?+:0 na2.a 138].5 4400 7388,6 6000 7389.1 6700 1390.2 8.700 <br />" 7'l8.+3o 7399.0 7403.4 4400 74043 6000 74046 6700 7405.4 8.700 <br />Oen,,,,,, Field SllrveyS"ction <br />,'", Typical cross-section' shown On PI~tes 35 & 36. <br />
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