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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 />I <br />I <br />I <br />I <br /> <br /> 23 <br /> Table IV-4 <br /> FLOOD HAZARD INFORMATION <br /> TRIBUTARY NO. 1 SJCD (SOUTH) - BASIN 6200 <br /> Reference 100 Yr. Floodplain Data 100 Yr. Floodway Data-Looking D/S <br /> Drg. Point Profile Thalweg w.s. Width Discharge Width Width on Side of & W.S. <br /> No. Remarks No. Station Elevation Elev. Left Right Elev. <br /> - <br /> 1 5514.5 5520.7 40. 740. (1) <br /> NOTES 1240 6+95 <br /> So. Wadsworth 8+00 5518.6 5537.8 NA <br /> Blvd. <br />1. No floodway defined because flood hazard area is 1250 8+85 5521. 3 5531.1 205. 740. (1) <br /> contained within a defined channel. 1260 15+65 5536.2 5540.1 130. 740. (1) <br /> 1270 22+30 5550.2 5553.0 100. 740. (1) <br /> 1280 28+70 5564.0 5565.9 65. 568. (1) <br />2. Encroachment into flood hazard area is not recorn- <br /> 2 1290 32+00 5571.0 5574.1 105. 568. (1) <br /> mended because of overland flow from upstream So. Carr St. 32+15 5571.9 5577.3 165. <br /> control. 1300 32+35 5572.6 5577 . 3 175. 568. (1) <br /> 1310 34+50 5578.5 5581.3 115. 568. (1) <br /> So. Carr Ct. 34+75 5579.0 5581.9 165. <br />3. Encroachment into the flood hazard area and fill 1320 34+95 5579.5 5583.9 180. 568. 127(3) 45 82 5583.9 <br /> 1330 37+50 5585.5 5590.3 360. 568. 99(3) 9 90 5590.3 <br /> elevation should consider overland flow from up- So. Cody St. 37+75 5586.0 5592.3 315. <br /> stream control. 1340 38+00 5586.8 5592.3 160. 568. (1) <br /> 1350 40+15 5592.3 5596.3 115. 438. 43(3) 15 28 5596 .3 <br /> So. Dover Ct. 40+45 5593.0 5604.0 160. <br />4. Total width given includes divided or hydraulically 1360 40+85 5594.0 5604.0 115. 438. (1) <br /> 1370 43+00 5599.2 5604.0 80. 438. 78(3) 38 40 5603.8 <br /> disconnected flow. So. Dudley St. 43+30 5600.0 5611.7 140. <br /> 1380 43+70 5600.4 5611.7 140. 438. (1) <br /> 1390 46+25 5604.8 5611.7 105. 438. (1) <br /> So. Estes St. 46+50 5605.2 5611.7 90. <br /> 1400 46+80 5605.7 5611.7 90. 438. (1) <br /> 1410 49+15 5610.1 5613.9 90. 438. 30(3) 15 15 5613 . 9 <br /> So. Estes Ct. 49+45 5609.1 5618.0 100. <br /> 1420 50+00 5610.5 5618.0 115. 438. 107 35 72 5618.0 <br /> 1430 52+05 5613.0 5618.0 80. 42(3) II 31 5618 . 0 <br /> So. Everett 52+25 5619.5 5621.2 120. <br /> 1440 52+60 5618.5 5621.2 120. 438. 92 32 60 5621.2 <br /> 1450 60+30 5633.4 5635.4 460. 335. 425 180 245 5635.4 <br /> So. Garrison 60+55 5633.2 5637.1 550. <br /> St. 1460 60+80 5635.0 5637.1 620. 335. 430(3) 155 275 5637.1 <br /> <br />~ Leonard Rice Consulting Water Engineers, Inc, <br />