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I I I I I I I I I I I I I I I I I I I FLOODING SOURCE FLOOD PLAIN DATA FLOODWAY DATA 3 CROSS STATIONI Qp 100 ST REAM IOO-YR. IOO-YR. FLOODWAY WIDTH (FT.)4 FLooDWAY IDENTIFICATION BE(DMS~LEV. FLOP~!lT~EV. (E~l~i !lECTION ( FTl (CFsl -1'2 WIDTH (FTl L. BANK R. BANK TOTAL 33 9+50 1670 5757.3 5759.1 829 230 125 355 5759.6 32 19+50 1620 ~769.6 5773.7 110 51 59 110 5773.7 31 31+10 1580 5785.1 5788.7 97 82 15 97 5788.7 30 39+00 1590 5794.7 5798.2 90 50 40 90 5798.2 Parke r Road 29 39+50 1600 5795.4 5798.7 - - - - - 28 39+90 1600 5796.5 5799.5 100 40 60 100 5799.5 27 45+ 75 940 5806.0 5809.0 59 21 38 59 5809.0 26 59+65 960 5827.4 5831. 3 47 23 24 47 5831.3 258 69+00 950 5841.2 5845.4 42 16 26 42 5845.4 25A 80+00 980 5856.4 5859.6 410 21 389 410 58~9.6 25 93+95 1030 5876.8 5879.4 138 30 108 138 58,s.4 24 100+35 410 5885.8 5888.0 73 23 50 73 5888.0 Pine Drive 23 100+85 420 5887.3 5893. 7 285 - - - - 22 101+35 420 5888.0 5893.7 490 170 60 230 5894.2 21 112+10 240 5906.5 5907.9 110 15 95 110 5907.9 20 122+25 240 5922.0 5923.4 70 39 31 70 5923.4 SCS Flood ~ontrol Dam 128+90 1670 - 5957.5 - - - - - 158 146+30 1060 5960.0 5962.3 64 29 35 64 5962.3 15A 153+00 1070 5975.8 5978.1 269 44 44 88 5978.6 15 161+70 1010 5993.9 5996.4 235 145 90 235 5996.4 14 170+15 680 6011.7 6013.7 120 100 20 120 6013.7 13 182+ 75 690 6031.1 6034.2 113 61 52 113 6034.2 Antelope Trai 1 12 183+25 690 6031.8 6041. 2 165 - - - - 11 183+75 690 6033.4 6041. 3 214 85 55 140 6041.8 I. STATION IN HUNDREDS OF FEET AllOVE CONFLUENCE WITH CHERRY CREEK 2. U.S.G.S. DATUM IS MEAN SEA LEVEL 3. DATA BASED ON 0,5' ENCROACHMENT. LOOKING DOWNSTREAM 4. LEFT. RIGHT TAKEN FROM I ON CROSS SECTION HNTB URBAN DRAINAGE a FLOOD CONTROL DISTRICT FLOOD HAZARD AREA DELINEATION DOUGLAS COUNTY ARAPAHOE COUNTY FLOOD PLAIN AND FLOODWAY REFERENCE DATA BALDWIN GULCH TABLE 7