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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />I <br /> <br /> FLOODING SOURCE Fl(1Xl PLA I N em FLOOOWAY DATA <br /> STATION I IOOyr [I~,~tt:f :-:;::JJ iE: 1 JQ,' >LOOO I OOy r FLOOD PLAIN FLOOOWAY WIOTH2 FLOOOWAY <br />I DENT I F I CAT! 0'1 CROSS SECTION i rF~ ' H.~I ISL. ELE', ' PSl) WIDTH \ FEET) LEFT 1FT) RIGHT 1FT) TOTAL 1FT) HEY. (ISL) <br />LAFAYEfTE STREE 18 78+90 3250 5319. I 5328.7 950 15 73 88 5328.7 <br /> 19 79+18 3250 5319.2 5329. 3 1000 15 73 88 5329.3 <br /> 20 80+ij5 3250 5320.0 5329.6 860 20 78 98 5329.6 <br /> 21 80+95 3250 5320. I 5331.0 750 20 78 98 5331.2 <br />HUMBOLT STREET 21.3 82+00 3250 5322.0 5331.5 657 38 105 I ij3 5331. 6 <br /> 21.7 83+19 3250 532ij.0 533ij.2 617 57 120 177 533ij.2 <br />FRANKLIN STREET 22 83+77 3250 532ij.3 5335.7 570 65 60 125 5335.7 <br /> 23 8ij+25 3250 532ij.3 5337.2 600 65 60 125 5338. I <br />GILPIN STREET 2ij 87+02 3250 5326.5 5337. 2 51lO IlO 66 106 5337. 5 <br /> 25 87+50 3250 5327.0 5338. I 580 IlO 89 129 5338. I <br />WILLIAMS STREET 26 90+30 3250 5328.3 5338.7 600 50 30 80 5338.7 <br /> 27 90+82 3250 5328. ij 531lO.5 658 50 30 80 531lO.5 <br /> 28 92+12 3250 5329. I 53ij2.0 685 35 5ij 89 53ij2.0 <br /> 29 92+38 3250 5329.2 53ij2.2 681 35 5ij 89 5H2.2 <br />HIGH STREET 30 93+60 3250 5329.7 53ij2.8 651 35 55 90 53ij2.8 <br /> 31 9ij+10 3250 5329.8 5H2.9 695 35 55 90 53ij2.9 <br />RACE STREET 32 96+95 3250 5332.7 53ij2.9 300 30 50 80 5H2.9 <br /> 33 97 +50 3250 5332.7 53ijij.ij ij50 31 50 81 53ijij.5 <br /> H 98+90 3ij30 5336.0 5H5.ij 531 108 55 163 53ij5.ij <br /> .35 102+6 5 3ij30 5337.3 53ij5.8 235 61 53 lIij 5H5.8 <br /> 36 105+77 H30 5339. ij 53%.0 160 70 50 120 53%.1 <br />YORK STREET 37 109+05 3ij30 53ijl.6 53ij7.0 115 IlO 75 115 * <br /> 38 109+92 3ij30 53ij2.0 53'18.6 107 62 ij5 107 * <br /> 39 IIIH5 3ij30 53ij3.3 53ij9.2 79 '18 33 79 * <br />UNIVERSITY BLVD IlO 113+05 3ij30 5H5.6 5351. 2 195 ij5 65 110 5351.7 <br /> ijl IIij+05 3ij30 53ij5.7 5352.3 320 50 92 I ij2 5352.6 <br /> ij2 115+95 3ij30 53%.6 5352.7 70 32 38 70 * <br />JOSEPH I NE ST. ij3 117+65 3ij30 53ij7.2 535ij.6 262 ij5 51 96 535ij.6 <br /> ijij 118+25 3ij30 5H7. 5 5355.9 270 ij6 39 85 5355.9 <br /> <br />1 DISTANCE .IN FEET, ABOVE MOUTH <br />2 FROM CENTER OF CHANNEL LOOKING DOWNSTREAM <br /> <br />* CONFINED TO CHANNEL <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URElAN DRAINAGE a FLOOD CONTROL OISTRICT <br /> <br />HARVARD <br /> <br />GULCH <br /> <br />FLOOD HAZARD AREA DELINEATION <br />CITY OF DENVER <br /> <br />TABLE 3 <br />CON TI NU ED <br />