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 /> FLOODING SOURCE FLOOD PLAI N DATA FLOODWAY DATA <br /> C ROSS SECT. 100 YEAR TH ALWEG 100 YR. FLea: FLOOD PlAIN LEFT DIST FLOODWAY RIGHT DIST. FLOODWAY <br /> I DENTI FI CATION a STATION I DISCHARGE ELEY.(MSL) ELEY.(MSL) WIDTH (FT.) 2 (FT.) 2 ELEY.(MSL) <br /> ( CFS) (FT.) WI DTH(FT.) <br /> 3+00 1930 6426.1 6431.1 69 + + + + <br /> 3+40 " 6428.0 6432.7 71 + + + + <br /> Highway 74 3+90 " 6428.0 6434.0 65 + + + + <br /> 8+00 " 6448.2 6453.2 52 + + + + <br /> 12+45 " 6476.1 6483.5 37 + + + + <br /> 16+80 " 6495.5 6502.4 35 + + + + <br /> 19+70 " 6510.4 6517.8 48 + + + + <br /> 24+40 " 6535.4 6540.9 50 + + + + <br />:J: 30+50 " 6571. 3 6576.7 63 + + + + <br />U 36+00 1540 6600.4 6607.1 47 + + + + <br />...J <br /> 41+30 " 6625.5 6630.7 66 + + + + <br />~ <br />C) 46+70 " 6650.6 6654.2 79 + + + + <br /> 52+00 " 6674.5 6679.6 46 + + + + <br />...J 56+70 " 6698.1 6702.1 65 + + + + <br />...J 59+90 " 6714.0 6720.3 55 + + + + <br />- Private Road 60+10 " 6722.0 6725.1 75 + + + + <br />::E 61+25 " 6720.7 6726.6 49 + + + + <br />~ 66+35 1285 6742.4 6746.8 46 + + + + <br />el: 71+60 " 6767.1 6770.3 52 + + + + <br />(/) 76+20 " 6790.0 6798.1 70 + + + + <br /> 76+90 " 6801.9 6807.4 85 + + + + <br /> 81+50 690 6814.0 6817.1 36 + + + + <br /> 85+80 " 6841.9 6845.6 48 + + + + <br /> 86+52 480 6848.0 6854.6 80 + + + + <br /> Grapev ine Road 87+05 " 6853.0 6861.1 50 + + + + <br /> 92+70 " 6884.9 6889.2 26 + + + + <br />~I&J 731+25 13200 6362.0 6373 .8 95 + + + + <br />I&J...J 736+00 " 6371. 0 6382 . 9 96 + + + + <br />1&Jel: 741+00 " 6382.0 6395.8 83 + + + + <br />0::0 746+00 " 6394.0 6409.3 117 + + + + <br />UI&J 747+04 " 6395.0 6411 .2 160 + + + + <br />...J <br />o::~ Shady Lane 747+20 " 6395.0 6413.4 170 + + + + <br /> 749+00 " 6399.0 6414.4 2bu + + + + <br />el: <br />I&J..... 754+00 " 6407.0 6417 . 3 261 + + + + <br />mel: 757+50 " 6414.0 6425.8 380 + + + + <br /> Confluence with 762+20 " 6420. 0 6430.2 373 + + + + <br /> Sawmill Gulch 769+40 " 6430.0 6440.8 276 + + + + <br /> 77 3+ 30 " 6436.0 6446.4 113 + + + + <br /> 77 8+40 " 6445.0 6456.8 183 + + + + <br /> 785+00 " 6455.0 6468.7 144 + + + + <br /> <br />DISTANCE IN FEET ABOYE MOUTH <br /> <br />2 FROM CENTER OF CHANNEL TO <br />FLOODWAY BOUNDARY, LOOKING <br />DOWNSTREAM <br /> <br />+ CONFINED TO CHANNEL OR <br />ENCROACHMENT NOT APPLICABLE <br /> <br />SAWMILL GULCH <br />a <br />BEAR CREEK <br />AT IDLEDALE <br /> <br />un"'l 0111"1"".1. HOOD CONTROL DI....1CT <br />'LOOD HAZAIID ""'A DILI..IATIO. <br />'GIIT"I.. "1"""10. COUNn <br /> <br />FLOOD PLAIN AND FLOODWAY <br />REFERENCE DATA <br /> <br />eNSULAN I Ul <br />[NeLIWOOO ICOlOR . U. <br />OUltNlED _.. !...z.;. _.. "'''''''__.. ~ .. .. ""e/ICI <br />..... --....!i!.c~.::.;n t., 1. I <br />CHICK HoC\: -rwrJlV'" 0[""'111,1;01.0... ..~,.. -- <br /> <br />.....". aT .._ ________ <br /> <br />TABLE <br />