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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> FLOODING SOURCE FLOOD PLAIN DATA FLOODWAY DATA 3 <br /> STATION I Op 100 ST REAM 100-YR. 100 YR. FLOODWAY WIDTH (FT.)4 FLooDWAY <br />IDENTIFICATION CROSS BE{DMSE8~V, FLOpD E.1EV. WIDTH {FTl TOTAL (E~SE~i <br />!;ECTION { F"Tl { CFSl MSL L BANK R. BANK <br /> 50 8+80 6830 5813.0 5820.1 270 42 58 100 5820.6 <br />Private Road 49 8+90 6830 5813.4 5820.6 240 - - - - <br /> 48 9+10 6830 5813.0 5820.6 240 79 45 124 5821.1 <br /> 47 17+60 6840 5820.0 5828.5 148 68 80 148 5828.5 <br /> 46 25+40 6870 5827.2 5833.7 180 60 60 120 5834.2 <br /> 45 38+10 6910 5839.5 5844.2 265 50 215 265 5844.2 <br /> 44 45+10 6980 5845.5 5849.7 290 40 250 290 5849.7 <br />Parker Road 43 45+60 6990 5845.8 5850.6 - - - - <br />- <br /> 42 46+10 6990 5846.0 5851.1 298 68 230 298 5851.1 <br /> 41 48+00 6980 5848.4 5852.5 324 60 264 324 5852.5 <br /> 40 49+60 6980 5850.2 5854.3 332 48 284 332 5854.3 <br />Pikes Peak Drive 39 50+10 6990 5850.3 5856.5 - - - - - <br /> 38 50+60 6990 5850.7 5856.8 461 75 283 358 5857.3 <br /> 37 55+20 7010 5855.5 5859.7 330 126 115 241 5860.2 <br /> 36 64+15 6600 5860.7 5867.1 253 45 90 135 5867.6 <br /> 35 71+10 6620 5865.8 5873.2 153 76 77 153 5873.2 <br />Private Road 34 71+40 6620 5874.9 5879.5 280 - - - - <br /> 33 71+70 6620 5872 .1 5880.1 332 110 105 215 5880.6 <br />Confluence of Tallman 32 83+25 6660 5882.7 5887.2 180 98 82 180 5887.2 <br />with Sulphur Gulch 22 85+90 4990 5884.4 5889.5 100 50 50 100 5889.5 <br />Stonehenge Way 21 86+40 4990 5885.7 5893 .9 - - - - - <br /> 20 86+90 4990 5885.9 5893.9 260 70 55 125 5894.4 <br /> 19 94+15 5030 5894.7 5899.0 140 67 73 140 5899.0 <br /> 18 101+50 5030 5905.0 5914.0 320 25 28 53 5914.5 <br /> 17A 113+00 4840 5921.6 5927.5 380 77 79 156 5928.0 <br /> 17 128+15 4960 5935.2 5941.0 280 99 100 199 5941.5 <br /> 16A 139+00 4990 5950.3 5954.8 160 40 105 145 5955.3 <br /> 16 149+55 4960 5958.0 5964.2 230 82 70 152 5964.7 <br /> 15A 160+00 3590 5974.4 5976.4 365 198 167 365 5976.11 <br /> 15 169+50 3620 5985.0 5989.9 188 42 146 188 5989.9 <br /> 14 177+55 3590 5998.9 6004.2 68 30 38 68 6004.2 <br /> 13 189+75 3620 6010.6 6016.2 140 50 90 140 6016.2 <br /> 12 195+25 3610 6016.5 6022.8 135 ~1 62 115 6023.3 <br /> <br />I. STATION IN HUNDREDS OF FEET ABOVE CONFLUENCE WITH CHERRY CREEK <br />2. U.S,G,S, DATUM IS MEAN SEA LEVEL <br />3. DATA BASED ON 0.5' ENCROACHMENT a LOOKING DOWNSTREAM <br />ot LEFT a RIGHT TAKEN FROM I ON CROSS SECTION <br /> <br />HNTB <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />DOUGLAS COUNTY ARAPAHOE COUNTY <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br />SULPHUR GULCH <br /> <br />TABLE 8 <br />