Laserfiche WebLink
<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 /> FlIDII NIl SlUICE FLOOD PLAIN DATA FLIDIWAY DATA <br /> STATION 1 100y r 0 I SCHlRGE STREAM BED 100y r _ flOOD 100-1. fLOOD PLAIN fLOOOIU IIOTH2 FUlOOWAY <br />I OENTIF I CAlI ON CROSS SECTION (CFS) ELEV _ (MSL) HEY. (MSL) IIOTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEY. (MSL) <br />COllFLUElCE WITH <br />CHEIIT ClEEK 11.60 11+60 MOO 5611.S 5623.7 960 60 290 3110 56n.2 <br /> 12.05 12+05 9100 5621.0 5626.9 2110 125 .5 210 5627.11 <br /> 20.05 20+05 9100 5625.0 58311.0 195 60 75 125 56311.0 <br /> 25.00 25+00 9800 5627 .0 5837.5 190 35 105 1110 5637.' <br /> 29.'5 29-+15 9800 5629.0 5639.5 D/S 105 55 60 105 5639.7 <br />PAnEl lOAD 30.35 30+35 9100 5629.0 5839.' Ui S 110 60 60 110 56110.0 <br /> 311.75 311+75 9800 5633.0 5n2.D 110 115 as 110 56112. I <br /> III." 111+9. 9800 5639.D 58".1 265 1110 125 265 56.... I <br /> 115.70 115+70 9800 56111.0 58.... 2as 55 210 265 56..... <br /> ".73 "+73 .9100 56115.0 58118.' 260 120 1110 260 56119.8 <br /> 53.80 53+60 9500 56117.0 5853.' 310 215 55 270 5653.5 <br /> 62.00 62+00 9500 5653.1 5659.' 230 190 50 2110 5660.0 <br /> 68.19 68+19 9500 5657.0 581'.2 295 215 110 255 56611. 2 <br /> 71.111 76+111 9500 5663.0 5670.1 110 115 70 115 5670,0 <br /> '1." .1+8. 9500 5667.0 5671, I 1110 350 115 395 5676.1 <br /> '9.30 89+30 9500 5673.0 S6IO.3 255 115 205 250 5680.2 <br /> 911.05 911+0 5 9500 5677.1 56'5.2 795 115 170 215 56811.9 <br /> 98.95 98+95 9260 5682.1 5690.' 1170 1110 35 11115 5691.0 <br /> 101.80 101+80 9250 568'.0 5682.8 200 .5 95 180 5692.6 <br /> 108.95 108+95 9260 5691.0 56".9 395 200 130 330 5696.9 <br /> 118.85 118+85 9250 5695.0 5702.0 255 .5 160 2115 5702.0 <br /> 1211.35 In+35 9250 5699.0 5705.3 olS 755 1110 'l6O 600 5705.5 <br />OICHARD lOAD 125.110 125+'10 9250 5701.0 5705.1 ulS 710 60 275 325 5705.7 <br /> 131.50 131+50 9250 5705.0 5709.' '105 90 60 150 57.10.0 <br /> 1113.87 1113+87 9250 5711.0 5717.1 3115 130 210 3110 5716.9 <br /> 151.00 151+00 .950 5715.0 5722, I .00 50 1110 190 5722.3 <br /> 158.78 156+7. 8950 5721.0 5728.3 1190 125 325 1150 5726.11 <br /> 187.75 167+75 .960 5727 .0 5732.6 605 225 95 320 5732.8 <br /> 178.00 178+00 .950 5733.0 57110.11 780 75 60 135 57110.3 <br /> 1'3.90 183+90 8960 57111.0 57115.9 11I5 1110 90 230 57116.11 <br /> 193.00 193+00 1960 57".3 57511.1 915 50 170 220 5755.1 <br /> 201.50 201+50 1800 5755.0 5760.1 aeo eo 160 2110 5766. 3 <br /> """ In .- ~7U.0 ...... . au 70 In "". .~e~ e <br /> <br />1. DISTANCE IN FEET. ABOVE MOUTH <br />2. FROM CENTER OF CHANNEL LODllNG U'STREAM <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br /> <br />PINEY <br /> <br />CREEK <br /> <br />FLOOD HAZARD AREA DELINEATION <br />ARAPAHOE a DOUGLAS COUNTIES <br /> <br />TABLE 6 <br />