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I I I I I I I I I I I I I I I I I I I FLOODING SOORCE FLOOD PLAIN DATA FLOODWAY DATA IDENTIFICATION CROSS SECTION STATION I IDOyr DISCHARGE STREAM BED 100y r. FLOOD 100-r. FLOOD PLAIN FLOOOWAY WlnTH2 FLODOWAY (CFS) ELEY. (MSL) ELEV. (MSL) WIDTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEV. (MSL) AIRLINE ROAD 361.60 361+60 1600 576~.0 5771.9 U/S 85 30 25 55 5771.9 365.75 365+75 600 5768.0 57H.0 35 20 15 35 57H.0 370.80 370+80 600 5778.0 5781.2 290 255 15 270 5781.2 376.50 376+50 350 5787.5 5790. I 250 ~O 210 250 5790. I 381.60 381+60 350 5791.5 579~.2 185 70 70 I ~O 579~.2 386.05 386+05 350 5793.5 5796.8 150 55 ~O 95 5796.8 390.00 390+00 350 5797.5 5800.8 125 35 ~O 75 5800.9 39~. 97 39~+97 350 5802 . 0 5807.6 100 ~5 20 65 5807.6 ~O 1.00 ~01+00 100 5807.0 581 1.3 55 20 15 35 581 I . ~ ~O 5. 7 5 ~b 5 + 75 100 58 I~. 5 5118.6 60 25 35 60 5818.6 ~ 10.15 ~10+15 100 5819.0 582~. I 55 20 30 50 582~. I ~ I~. 9~ ~1~+9~ 100 5823.0 5827.8 ~o 20 20 ~O 5827.8 ~19. 10 ~19+10 100 5830.5 5835. 6 ~O 25 15 ~o 5835. 6 ~2..60 ~2 ~+60 100 5838.0 58 ~2. 2 35 15 20 35 58~2.2 ~31. 00 ~31+00 900 58 ~6. 5 5852.~ 50 15 20 35 5852. ~ ~36.00 ~36+00 900 5853 . 0 5858.8 55 20 20 ~O 5858.6 ~~3.5~ ~~3+5~ 900 586~. 0 5869 . 0 60 20 15 35 5869. 2 ~51 . ~5 ~51H5 6;0 5878 . 0 5880.7 ~5 25 20 ~5 5880.7 ~60. 00 ~60+00 650 5896.5 5900.6 30 20 10 30 5900.7 ~6 ~. 35 ~6 ~+3 5 650 5902.5 5908.0 20 10 10 20 5908.0 ~7 2.85 ~7 2+8 5 650 5918.5 59 2 ~. 6 20 10 10 20 59 2 ~. 6 ~78.52 ~78+52 ~50 5932.5 5936.8 25 15 10 25 5936.8 ~85.70 ~8 5+ 70 ~50 5953.0 5956.9 25 15 10 25 5956.8 ~93. I ~ ~93+ I ~ ~50 5968.5 5972. I 30 20 10 30 5972. I ~9~. ~O ~9 ~HO ~50 59H.0 5979.6 55 25 30 55 5979.6 ~9 ~. 90 ~9~+90 ~50 5978.0 5986.6 75 ~o 35 75 5986.6 ~98.00 ~98+00 ~50 5980.0 5986.6 20 10 10 20 5986.6 505.~5 505+~5 200 600~.5 6007.7 15 10 5 15 6007.7 509.~0 509+~0 200 6018.5 6020. 3 35 10 25 35 6020.2 512.90 512+90 200 6028. 5 6031.3 20 15 5 20 6031. 3 516.58 516+58 200 60 ~7 . 0 6 0 ~8 . 6 ~O 10 30' ~o 6 0 ~8 . 5 519. 10 519+10 100 6057.0 6058.5 25 10 15 25 6058. 5 523.00 523+00 100 6080.5 6082.6 15 5 10 15 6082.6 1. OISTANCE IN FEET. ABOVE IOUTH 2. FROI CENTER OF CHANNEL lOOllNG UPSTRtAI FLOOD PLAIN AND FLOODWAY REFERENCE DATA URBAN DRAINAGE a FLOOD CONTROL DISTRICT MURPHY CREEK FLOOD HAZARD AREA DELINEATION ARAPAHOE COUNTY TABLE 9 (CONT. )