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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 BAS I N <br />FLOOD PLA 1 NAND FLOODWAY REF E RENCE DATA <br /> <br />- <br /> <br /> BASIN DRAINAGEWAY INFORMATION 100 YEAR FLOOD PLAIN DATA FLOODWAY DATA <br />REACH IDENTIFICATION C ROS S STAT I oJD FLOWLINE 100 YR, DISCHARGE WATER SURFACE TOP WI DTH FLOODWAY TOP WIDTH (1) WATER SUP,FIICE <br />AND LOCAT ION SECTIDN ELEVATION (cfs) FLDOD ELEVATION (FEET) LEFT ( FT) RIGHT (FT) TOTAL (FT) FLOODIIAY ELEV, <br />Teller Street 140 214+60 5411. 2 400 5412,5 100 0 75 75 5412.5 <br /> 141 2 I 5+00 5407,8 410 5413.3 115 10 45 55 5413,3 <br /> 142 216+00 5410,0 410 5413.7 85 15 20 35 5414,0 <br /> 143 218+20 5420,0 390 5422,7 75 10 50 60 5422 , 7 <br /> 144 218+50 5415.5 390 5423,6 186 30 45 75 5423.6 <br /> 145 219+00 5416.0 390 5423.6 140 30 45 75 5423.6 <br /> 146 219+50 5416,5 390 5423.6 75 30 45 75 5423,6 <br /> 147 220+00 5425.0 375 5426,2 170 30 45 75 5426.6 <br /> 148 221+00 5428,5 375 5430. I 240 30 45 75 5430,6 <br /> 149 22 1+60 5432,0 375 5433,3 175 20 45 65 5433.4 <br /> 150 222+80 5434.0 360 5436.2 30 15 15 30 5436,2 <br /> 151 223+35 5434,5 360 5437,3 110 35 15 50 5437,3 <br /> 152 225+00 5437,5 360 5439, I 75 40 25 65 5439, 1 <br /> 153 226+00 544 I. 5 360 5443.0 190 10 40 50 5443,0 <br /> 154 227+50 5445. 5 360 5446.2 200 100 60 160 541,6,2 <br />Wadsworth Blvd. 155 228+00 5447.6 355 5448.2 255 135 95 230 541,8.2 <br /> 156 229+00 5445.0 370 5448.5 415 55 125 180 5448,6 <br /> 157 232+00 5449.0 370 5451,2 155 10 50 60 5451.4 <br /> 158 234+00 5454,0 370 5456,2 170 40 20 60 5456,5 <br />Yarrow Street <br />Reach F-L <br /> 201 2+80 5389.5 130 5390,5 140 10 60 70 5391.0 <br /> 202 7+00 5393.2 180 5394. I 30 10 60 70 5396. I <br /> 203 8+50 5394 , 5 620 5396.0 360 10 60 70 5396,4 <br />25th & Pierce 204 14+00 5399.2 620 5400.5 290 20 70 90 5401.0 <br /> 205 14+50 5399,5 560 5401.6 110 20 15 35 5401,7 <br /> 206 16+50 5400 . 6 550 5402.8 100 15 15 30 51102.9 <br /> 207 18+00 5402.0 430 5403.9 85 15 15 30 5404,0 <br /> 208 20+00 5406. 0 450 5407,9 90 15 15 30 5408,0 <br />Reed Street 209 20+90 5409.5 430 5410.4 215 70 90 160 51, I 0,4 <br /> 210 21+50 5409.0 430 5412, I 200 20 10 30 5412. I <br /> 211 23+50 5414.0 430 5416.8 140 20 10 30 5416,8 <br />Saulsbury Street 212 24+00 5416.6 410 5417.8 340 95 65 160 5418. I <br /> 213 25+00 5418,0 410 5418,9 220 40 50 90 5413,9 <br /> 214 27+00 5419,8 410 5423, I 150 15 15 30 5423, I <br />Teller Street 215 27+ 70 5423.0 390 5424.4 360 60 145 205 5424,5 <br /> 216 28+00 5417.5 390 5424.5 135 40 50 90 5424.5 <br /> 217 30+50 5424.0 390 5426.2 70 15 35 50 5426,2 <br /> <br />-- <br /> <br />~ <br /> <br />- <br /> <br />~ <br /> <br />-4 <br />-4 <br />~. <br />.. <br />-. <br />,. <br />. <br />. <br />I <br />I <br /> <br />I, 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 AND RIGHT OF DRAINAGEWAY REFERENCE LINE LOOKING UPSTREAM <br />C-3 <br />