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<br />I <br />I <br />I <br />I <br />I <br />, <br />~ <br /> <br />TABLE C -I (Cant.) <br />SLOANS LAKE BASIN <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />- <br /> <br /> BASIN DRAINAGEWAY INFORMATION 100 YEAR FLOOD PLAIN DATA FLOODWAY DATA <br />REACH IDENTIFICATION C ROS S STATIOJD FLOWLINE 100 YR. DISCHARGE WATER SURFACE TOP WIDTH FLOODWAY TOP WIDTH (1) WATE R SURFACE <br /> AND LOCAT ION SECTION ELEVATION (cfs) FLOOD ELEVATION ( FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) FLOOD\,AY ELEV, <br />Reach D-G <br />18th & Sheridan 102a 134+00 5313.2 601 5314.1 310 110 110 220 5314.1 <br /> 103a 137+00 5315.0 601 5316.0 300 125 75 200 5316,0 <br /> 104a 142+47 5317.3 601 5319.8 280 75 155 230 5319,8 <br /> 105 144+80 5321 .4 1275 5322 . 0 700 100 450 550 5322.0 <br /> 105.9 145+40 5327.0 1275 3329,3 370 0 370 370 5329,3 <br />18th & Depew 106 147+75 5327.0 1275 5329,7 760 300 300 600 5329,7 <br /> 107 150+00 5326.0 1275 5329.8 310 10 170 180 5329.8 <br /> 108 151+00 5327.7 1265 5330.4 520 40 140 180 5330,5 <br />18th & Eaton 108.5 1 52+00 5329.2 1265 5331.4 320 50 50 100 5331.4 <br /> 109 153+50 5331.5 1250 5335.5 280 35 15 50 5335.5 <br /> 110 156+00 5334.0 950 5338,0 95 35 45 80 5338.0 <br /> 111 158+00 5336.0 950 5339.6 165 90 45 135 5339.6 <br /> 112 161+00 5337.0 1200 5340.1 220 75 130 205 5340,7 <br /> 113 164+50 5341.5 1195 5343.1 280 45 80 125 5343, I <br />19th & Harlan 114 165+70 5341.2 1195 5343,8 470 250 150 400 5343.8 <br /> 115 167+00 5343.5 1195 5345.0 235 120 70 190 5345.0 <br /> 116 169+00 5340,8 1235 5346.2 220 40 165 205 5346,2 <br /> 117 171+00 5341.2 1235 5347.0 280 115 60 175 5347,3 <br /> 118 174+00 5349.0 1075 5351.0 300 60 0 60 5351.4 <br /> 119 177+00 5352,5 1050 5354.8 120 55 0 55 5355.0 <br />20th & Lamar 120 181+50 5359,0 970 5361.0 180 70 0 70 5361.1 <br /> 121 1 85+00 5364.8 810 5366,9 100 70 0 70 5367.1 <br /> 122 188+00 5369.0 680 5372.4 240 75 5 80 5372,4 <br />20th & New1 and 123 189+00 5373.0 680 5374.9 280 120 35 155 5375,4 <br /> 124 191+50 5376.0 530 5378,2 320 250 70 320 5378,2 <br /> 125 193+50 5377 .0 530 5380.9 225 130 80 210 5380.9 <br /> 126 194+00 5376.0 520 5381.4 480 160 320 480 5381,4 <br /> 127 194+70 5377.0 475 5381,4 320 100 5 105 5381,4 <br /> 128 196+00 5380,0 455 5384.1 160 15 145 160 5384.1 <br /> 129 197+35 5382.0 455 5385.5 150 50 100 150 5385,5 <br />Pierce Street 130 197+60 5383.7 450 5385.7 Undefi ned 50 150 200 5385.7 <br /> 131 200+00 5385.0 515 5387,1 130 0 50 50 5387.2 <br /> 132 201+00 5387.0 465 5388.6 145 15 80 95 5388.6 <br /> 133 202+00 5390.0 465 5391.0 220 50 50 100 5391,0 <br /> 134 205+00 5391.6 465 5393,6 245 50 50 100 5394 . 2 <br /> 135 208+00 5393.5 440 5395,2 125 5 90 95 5395,2 <br /> 136 209+00 5395.0 440 5397.6 140 10 80 90 5397.6 <br /> 137 210+50 5397,0 440 5399.8 115 15 90 105 5399.8 <br /> 138 212+00 5401.0 440 5403,1 90 15 65 80 54~~. I <br /> nq 214+00 <;40<;,R 440 5408,0 QO ?e en 7e "' ^ <br /> <br />--- <br /> <br />~ <br /> <br />--- <br /> <br />~ <br /> <br />-4 <br />-4 <br />AI <br />.1 <br />-I <br />;1 <br />I <br />I <br />I <br />I <br /> <br />1. DISTANCE IN FEET, ABOVE MOUTH OR TRIBUTARY INTERSECTION <br /> <br />URBAN DRAINAGE & FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />URS COMPANY <br /> <br />2. LIMITS ARE DEFINED BY DISTANCES LEFT MJO RIGHT OF DRAINAGEWAY REFERENCE LINE LOOKING UPSTREAM <br />C-2 <br />