Laserfiche WebLink
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> FlOODING SOURCE FLOOD PLAIN DATA FLOODWAY DATA <br />IDENTIFICATION CROSS SECTION STATION! IOD-YR. DISCHARGE THALWEG IO-YR FLOOD lDD-YR FLOOD lCD-YR. FLOOD PLAIN HODDWAY WIDTH2 FLDDDWAY <br /> ( CFS) HEV. (MSL) ELEV. (MSL) ELEV. (MSL) WIDTH (FT) LEFT (FT) RIGHT (FT) TOTAL (FT) HEV. (MSL) <br /> I 2+70 23,050 5091.0 5103.8 510q.8 795 * 300 lI95 795 510q.8 <br /> 2 5+30 23,050 5091.7 510q.8 5107.3 1750 1175 575 1750 5107.3 <br /> 3 I qi()O 23,050 5093.3 510q.9 5107.5 1710 800 695 IlI95 5107.5 <br /> q 19+q5 23,050 5096. 0 5105. q 5107.6 1330 150 725 875 5107.6 <br /> 5 28+10 23,050 5099.6 5106. q 5108.2 293 68 225 293 + <br /> 6 29+75 23,050 5099 . 7 5107.0 5111. 2 155 70 85 155 + <br /> YORK STREET 30+15 <br /> 7 30+55 23,050 5099.9 5107.3 5112.3 153 50 103 153 + <br /> 8 31 i()5 23,050 5100.0 5110.1 5115.8 830 110 550 660 5115.8 <br /> 9 ql+'IO 23,050 5103.6 5112. I 5117.3 10'10 215 810 1025 5117.3 <br /> 10 119+ii0 23,050 5105.2 5115.7 51197 875 265 370 635 5119.7 <br /> II 58 +90 22, 550 5107. I 5120.6 5121.0 177 118 59 177 + <br /> 12 69+ii0 22,550 5111.6 5121.9 5125.6 16.0 105 '10 Iq5 5125.7 <br /> 13 79+20 22, 550 5115.7 5125.2 5130.3 '100 120 250 370 5130.6 <br /> Iq 85+90 22,550 5118. I 5127.6 5132.0 5'10 210 300 510 5132.3 <br /> 15 89+30 23,050 5121.0 5128.8 51336 136 60 76 136 + <br /> WASHINGTON ST. 89+70 <br /> 16 90+10 23,050 5121.0 5129.6 513q 5 1'16 80 66 1'16 + <br /> 17 92+80 23 050 5122.2 5132.9 5139.0 1010 250 680 930 5139.0 <br /> 18 98+20 23,050 512q. I 513q.3 5139.8 1025 1190 q'lO 930 5139.8 <br /> 19 101+90 23.050 5125.2 5135, I 51'10,3 177 1'10 37 177 + <br /> 1-25 RAMP 102i()7 <br /> 20 102+25 23,050 5125.q 5137. I 51ql. 5 190 135 55 190 + <br /> 21 105+70 23,050 5128. I 5137.8 51Q2.q 308 1'10 168 308 + <br /> 22 105+85 23,050 5130.2 5137.8 51Q2.Q XlO 115 155 XlO + <br /> 23 106i()0 23,050 5132.5 5139.7 51Q3.0 220 80 1'10 220 + <br /> 1-25 106+95 <br /> 2Q 107+95 23,050 51n.Q 51'10.0 51Q3.9 225 120 105 225 + <br /> 25 115+70 23,050 5135.8 51QQ.8 51119.2 830 225 575 800 51119.2 <br /> 26 122+25 23,050 5136.7 51Q5.6 51119.5 315 115 Q5 160 51119.5 <br /> 8ROAOWAY 122+55 <br /> Xl 122+90 23,050 5136.9 51Q5.8 5153.9 380 110 90 200 5153.9 <br /> 28 131+50 23,050 51 '10. I 51'19.0 5155.8 715 650 Q5 695 .5155.8 <br /> 29 139+70 23,050 51'10.8 5150. I 5156.2 525 Q50 75 525 5155.6 <br /> 30 1119+80 23,050 51QI.5 5151.0 5156.8 635 5'10 85 625 5156.8 <br />1. DISTANCE IN FEET ABOVE SOUTH PLATTE RIVER <br />2. FROM CENTER OF CHANNEL LOOKING DOWNSTREAM, MEASURED ALONG THE CROSS-SECTION LINE <br />3. U.S.G.S. DATUM <br />* MAIN FLOODPLAIN CONVEYANCE CONSIDERED CONFINED BY COLO. 224 <br />+ CONFINED TO CHANNEL <br /> FLOOD PLAIN AND FLOODWAY REFERENCE DATA URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br /> FLOOD HAZARD AREA DELINEATION TABLE I <br /> CLEAR CREEK ADAMS COUNTY 8 JEFFERSO\I COUNTY <br />