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<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 />I <br />I <br />I <br /> <br /> LOCATION flOOD PLAIN OATA FLOODWAY DATA <br /> STATION<D 100 yr. DISCHARGl THALWEG 100 ,r. FLO~ 100 ,r. FLOODPLAIN FLOOOWAY WIDTfW FLOODWAY REMARKS <br /> IDENTIFICATION SHEET NO. ELEV. (FT.) ~ ELEI/. (FT.~ <br /> (C.F.S. ) ELEV. (FT. WIDTH (FEET! LEFT (FT.) RIGHT (FT.) TOTAL (FT.) <br />S 16 137+00 750 5403.5 6406.9 50 25 25 50* 5406.9 <br /> 135+00 750 5402.0 6405.5 70 40 30 70* 5405.5 <br /> 132+10 750 5399.0 6404.1 <br /> 132+00 750 5399.0 6404.1 200 45 100 145 5404.1 <br /> U/S Melody Dr 127+25 750 5364.7 6365.5 260 10 250 260* 5365.5 <br /> 118+90 800 5366.0 6370.4 25 15 10 25* 5370.4 <br /> 115+60 800 5361.0(H.S. 6367.9 260 80 180 260* 5367.9 pond <br /> 113+60 800 5361.0(W.S. 6367.9 825 135 690 825* 5367.9 pond <br /> 17 103+70 280 5346.0(W.S. 6349.1 180 105 75 180* 5349.1 top of dam <br /> 102+00 280 5341. 0 5342.9 50 20 30 50* 5342.9 <br /> 98+00 440 5331. 7 5333.4 85 20 20 40 5333.9 <br /> 93+00 480 5322.0 5324.4 50 20 30 50* 5324.4 <br /> en 18 86+40 600 5311.8 5318.7 100 45 55 100* 5318.7 <br /> >- 84+00 700 5306.5 5318.7 200 85 115 200* 5318.7 pondi.ng <br /> a:: 79+00 700 5306.5 5318.7 485 375 110 485* 5318.7 pondlng <br /> <( WaShington St 77 +65 700 <br /> I- <br /> ::;) Spi 11 way 70+70 440 5306.0 5308.5 230 70 70 140 5308. 5 <br /> CD Spillway 63+50 440 5295.0 5296.4 200 40 110 150 5296.4 <br /> a:: Spi 11 way 19 49+20 550 5286.0 5288.9 40 20 20 41)* 5288.9 <br /> I- 44+00 550 5261.0 5264.8 35 15 20 35* 5264.8 <br /> 38+50 550 5252.5 5256.0 45 25 20 45* 5256.0 <br /> 33+00 550 5245.0 5248.0 85 35 50 85* 5248.0 <br /> 20 28+00 550 5238.1 5242.5 50 20 30 50* 5242.5 <br /> 25+00 550 5237.5 5239.5 95 45 50 95* 5239.5 pond <br /> U/S 104th Ave 21+50 550 5236.0 5239.3 135 75 60 135* 5239.3 pond <br /> 104th Avenue 16+90 820 <br /> O;S 104th Ave 15+00 850 5225.0 5230.2 40 20 20 40* 5230.2 <br /> 9+40 850 5216.8 5222.7 35 20 15 35* 5222.7 ponding <br /> U/S Con fl. 3+00 850 5210.0 5222.7 205 35 170 205* 5222.7 ponding <br /> 21 39+45N 550 5238.4 5239.5 730 135 135 270 5240.0 <br /> 32+1011 550 5237.4 5238.9 440 110 110 220 5239.4 <br />N D/S UPRR 22 20+10 550 5195.0 5200.3 80 # 55 25 80* 5200.3 <br />~ 16+00 550 5191.0 5195.4 20 10 10 20* 5195.4 <br /> I. Stationing In Hundreds Of Feet Above The Mouth, Or Confluence. * Floodwoy Contained Within Moin Channel. <br /> 2. From Thalweg Of Chonnel Looking Downstream. # Floodplain Width Is Affected By Overflow Returning To Main Channel. <br /> 3. Elevations Are U. S.G.S. Dotum. See Plan a Profile Sheet For Complete Floodplain Information. <br /> &. HYDRO- TRIAD, LTD. H_ Hft_ URBAN DRAINAGE ANJ FLOOD CONTROL DISTRICT FLOOD HAZARD AREA DELINEATION <br /> 7500 W. Miu'nlppllwe. ..... .-. FLOODWAY DATA TABLE ID-5c <br /> Suite 010 BuildklV A SllI"CZ.' .m GRANGE HALL CREEK <br /> Laklwood. CoIo. 80226 III>'..1l1 -" CITY OF NORTHGLENN an OF THORNTON ADAMS COUNTY <br /> 303-934.24n <br />