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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 FLDOOWAY DATA <br />I OENTI f I cmON CROSS SECTI ON STATION I lOOp DISCHARGE STREAM BED 100y!. fLOOO 100-1. fLOOD PLAIN HOOOln IIDTH2 fLooown <br />(CfS) HEY. (MSL) HEY _ (MSL) WIDTH (fEET) LEfT (fT) RIGHT (fT) TOTAL (fT) HEY. (MSL) <br />CONFLUUCE WITH I. 05 1+00 ~'l50 5'''.0 5'85.1 21003 II ~5 "35 2580 5~95. 9 <br />SAlIO CREEl <br /> 7.50 7+50 ~~50 5"5.0 5502.7 15753 1215 300 1565 5502.6 <br /> ". S5 IH35 U50 5501.0 5507. . 12153 875 15 890 5507.9 <br /> 20.31 20+31 ~~50 550'.0 5501. I DIS 1720 IUS 155 1500 5509. I <br />"CAD I LLY ROAD 21.10 21+10 U50 550'.0 5501. I U/S 1300 750 50 800 5509. I <br /> 23.92 23+12 U50 5501.0 5512.0 "5 105 "5 250 5512. I <br /> 30.75 30+75 U50 5501.0 55 ". I 575 30 235 265 5515.0 <br /> 35.~5 35+'l5 U50 5511.0 5511.1 ~tO 'l5 325 370 5516.8 <br /> ~2.82 112+82 U50 55".5 5520.3 DiS 510 30 365 395 5520.3 <br />E. ALAMEDA ~3.30 ~3+30 ~250 5515.0 5520.' u/S ~20 25 325 350 5520.6 <br /> 50.28 50+28 ~OOO 5518.5 5525.5 US 50 1~5 195 5525.5 <br /> 56.85 56+d5 ~OOO 5525.0 5530. I 310 ~O 270 310 5530. I <br /> n.lo n+lo ~OOO 5531. 0 5535.' 555 "0 130 270 5535.7 <br /> 71." 71+61 ~ooo 5535.0 5531. I liD 325 235 560 55~0.0 <br /> 78.82 78+62 3750 55'1.0 55'5.~ 180 210 325 605 55115.~ <br /> 83.25 83+25 3750 55~3.0 55".3 230 115 115 230 5 5 ~9 . ~ <br /> 16.10 96+10 3750 5551. 0 5557.2 510 ~~O 20 ~60 5557.5 <br /> 10~.38 110+38 3550 5555.0 5512.' UO 25 115 210 5563.~ <br /> 110.50 10+50 3550 5559.0 5511.0 US 95 30 125 5566.6 <br /> 117. '5 17.05 3550 5582.2 5570.5 DiS 530 25 90 115 5570.5 <br />E. MISSISSIPPI 117.73 17+73 3550 5563.0 5573. I uis 820 25 ~5 70 5572.9 <br /> 126.10 26+10 noo 5567.0 5575.7 85 25 ~O 65 5575.7 <br /> 133.00 33+00 noD 5573.0 5511 .6 110 25 55 80 5581.6 <br /> 1~2.55 U+55 noo 5576.3 5585.~ 10 '10 '10 80 5585. 'I <br /> 151.03 51+03 3200 5583.0 5591.0 105 70 35 105 559 I. 0 <br /> 153.65 53+65 3200 5585.5 5592.3 155 95 30 125 5592. 3 <br /> 158. '10 58+'10 3200 5589.0 5585. ~ 115 85 30 I 15 5595.6 <br /> 162.95 62+15 3200 5592.0 55'1.3 510 70 375 ~~5 5598.9 <br /> 168. ~O 68 +110 3200 5585.0 5600. 7 85 60 25 85 5600.8 <br /> 170.85 70+85 3200 5517.0 51i0~.2 '130 25 90 115 560~. I <br /> 177.60 177+&0 3050 510 I. 5 5107.~ Dls 115 15 15 80 5607.5 <br />E. JEWELL AVE. 178.55 178+55 3050 510'1.0 511'.5 u/s 220 95 311 125 5616.~ <br /> <br />I. DISTANCE IN FEET. ABOVE MOUTN <br />2. FROM CENTER OF CHANNEL LOOIIN; UPSTREAM <br />3. LEFT EDIE OF FL'OD PLAIN DEFINED 'Y SAN' CIEEI <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN ORAINAGE a F\.OOO CONTROL DISTRICT <br /> <br />MURPHY <br /> <br />CREEK <br /> <br />FLOOD HAZARD AREA DELINEATION <br />ARAPAHOE COUNTY <br /> <br />TABLE 9 <br />