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<br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />NOTES <br /> <br /> 22 <br /> Table IV-3 <br /> FLOOD HAZARD INFORMATION <br /> TRIBUTARY NO. 2 SJCD (SOUTH) - BASIN 6200 <br /> Reference 100 Yr. Floodplain Data 100 Yr. Floodway Data-Looking DIS <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 /> Ken Caryl 1790 3+05 5616.0 5616.8 NA 287. 44(3) 36 8 5616.8 <br /> Road 3+45 5616.2 5624.5 NA <br /> 1800 4+00 5617.3 5624.5 350. 287. 325 185 140 5624.5 <br /> 1810 9+20 5634.2 5636.7 50. 287. (1) <br /> 1820 14+40 5655.0 5656.4 40. 287. (1) <br /> 1830 19+00 5673.7 5676.6 70. 221. (1) <br /> Dam 19+35 5779.2 5679.8 10. <br /> 1840 19+50 5679.2 5679.8 105. 221. (1) <br /> 1850 25+65 5697.0 5698.7 45. 221. (1) <br /> Dam 1855 29+80 5724.5 5725.1 NA (1) <br /> 1860 32+50 5726.1 5727.0 90(4) 170. (1) <br /> 1870 36+70 5743.9 5744.5 50. 170. (1) <br /> 1880 41+00 5757.3 5759.8 150. 131. (1) <br /> COntinental 41+50 5759.1 5764.6 NA <br /> Divide Rd. 1890 42+00 5761. 0 5764.6 NA 131. (1) <br /> 1900 48+30 5788.0 5788.8 90. 100. (1) <br /> <br />1. No floodway defined because flood hazard area is <br />contained within a defined channel. <br /> <br />I <br />I <br /> <br />2. Encroachment into flood hazard area is not recom- <br /> <br /> <br />mended because of overland flow from upstream <br /> <br />control. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />3. Encroachment into the flood hazard area and fill <br /> <br /> <br />elevation should consider overland flow from up- <br /> <br /> <br />stream control. <br /> <br />4. Total width given includes divided or hydraulically <br />disconnected flow. <br /> <br />I <br />I <br /> <br />I <br /> <br />~ Leonard Rice Consulting Water Engineers, Inc. <br />