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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 STATION I 100yr 0 I SCHARGE STREAM BED 100yr. FLOOD 100vr. FLOOD PLAIN FLOODWAY WIDTH2 FLOODWAY 10ENTIFICATlON CROSS SECTION (CFS) ElEV. (MSL) ELEV. (MSL) WIOTH (FEET) LEFT (FT) RIGHT (FT) TOTAl (FT) ElEV (MSL) 190.15 190+15 3050 5616.0 5623.~ 215 180 20 200 5623. ~ 196.00 196+00 3050 5620.0 5627 . 0 135 100 30 130 5627. I 203. 92 203+92 2900 5629.1i 5635. I 155 125 10 135 5635.0 212.'15 212+'15 2900 5635. 5 56'12.6 610 65 30 95 56'12.8 217.65 217+65 2900 5639.0 56 ~6. 2 175 135 35 170 56 ~6 . 7 223.90 223+90 2900 56 ~ ~. 0 5650.8 155 ~O 35 75 5650. ~ 229.00 229+00 2700 56 ~7 . 0 5652. 8 100 55 ~o 95 5652.8 236.30 236+30 2700 5653.0 5658. I 105 30 75 105 5658.0 2~ I. 10 2~1+10 2700 5655. 5 5662.5 280 25 110 135 5662.8 2 ~9 . 80 2 ~9+80 2550 5665. 5 5672.7 300 30 75 I 15 5672.~ 257.75 257+75 2550 5668.0 5676 . ~ 65 15 ~O 55 5676.9 263. 10 263+10 2550 5676.0 5680. 5 D/S 110 90 20 110 5680.6 DUMP ACCESS RD. 263.60 263+60 2550 5675.0 5683.5 U/S 180 90 35 125 5683. 5 272.80 272+80 2550 568 I. 5 5688. I 85 55 25 80 5688.2 278.30 278+30 2350 5683.5 5690.2 ~20 150 20 170 5690. ~ 282. 90 282+90 2350 5686.0 5690.7 175 85 85 170 5691.2 291.00 291+00 2350 5692.5 5697.8 65 25 ~O 65 5697.6 297.00 297 +00 2350 5699.0 5706. I 295 35 165 200 5706.3 299.60 299+60 2100 5703..0 5709. I Dis 190 85 20 105 5709. I DUMP ACCESS RD. 300. 15 300+15 2100 570~. 0 571~. 8 U/S 360 70 55 125 571~.8 305.85 305+85 2100 5706. 5 571~. 7 110 ~5 25 70 571~. 8 311.00 311 +00 2100 5713.0 5718. ~ 80 65 10 75 5718.~ 31~. 70 31~+70 2100 5720.5 5727. I 180 ~5 35 80 5727.~ 319.75 319+75 2100 5727.0 5732.5 ~05 70 25 95 5732.~ 323.60 323+60 2100 5729. 5 573~. 8 150 20 50 70 5735. I 329.60 329+60 1850 5737.0 5HI.6 375 75 80 155 5HI.8 333.55 333+55 1850 5739.5 5H~.8 160 25 30 55 5H~.~ 3~0. 15 3~0+15 1850 5H2.5 5750. 5 80 25 30 55 5750.9 3~5.60 3~5+60 1850 5H8.0 5753.7 80 ~5 20 65 5753.6 3 ~8 . 35 3 ~8 + 3 5 1600 5750.5 5756.9 195 25 20 ~5 5757.3 353.00 353+00 1600 575~. 5 5761.6 70 25 ~o 65 5761.7 358.55 358+55 1600 5762.5 5766.5 150 30 70 100 5766.5 360.70 360+70 1600 5763.5 5767.9 D/s 55 30 25 55 5767.9 I DISTANCE IN FEET. ABOVE MOUTH 2. FROM CENTER OF CHANNEL LOOKING UPSTREAM FLOOD PLAIN AND FLOODWAY REFERENCE DATA URBAN DRAINAGE a FLOOD CONTROL DISTRICT MURPHY CREEK FLOOD HAZARD AREA DELINEATION ARAPAHOE COUNTY TABLE 9 ( CONT. )