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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 FLDDDWAY DATA <br /> STATION 1 100yr OISCHARCE STREAM BED 100y, . FLOOO lOOn. FLOOD PLAIN FLOOOWAY WIOTH2 FLOOOWAY <br />10ENTlflCATIOtl CROSS SECTION ( fFS) ELEV. HEV WIOTH (FEET) LEfT (FT) RIGHT (FT) TOTAL (FT) ELEV. <br /> 117.0 135+~2 1850 187.2 195.6 173 22 69 91 195.9 <br /> 118.0 I 38+H 1850 190.0 196.3 99 33 66 99 CONFINED TO <br /> 119.0 I ~2+7 5 1850 193.5 199.7 92 ~5 ~7 92 CHA NEL <br /> 120.0 I ~3+58 1850 19~. I 200.9 1"37 33 10~ 137 <br /> 121.0 I ~3+68 1850 19~. 2 203. I 1'10 32 108 1'10 <br /> 122.0 I ~~+30 1850 19~.6 203.2 139 39 100 139 <br /> 123.0 1119+26 1850 197.9 20~. ~ 128 109 19 128 , <br /> 12~.0 153+10 1850 202.0 211.3 160 1'10 20 160 <br />TENNYSON STREET 125.0 153+9 5 1650 203.7 21~.2 172 23 101 12~ 21~.2 <br /> 127.0 155+75 1650 205.0 21~.5 12~ 28 37 65 21~. 5 <br /> 128.0 159+33 1650 207.5 21 ~.9 58 21 37 58 CONFI NED TO <br /> 129.0 163+31 1650 210.7 216.8 ~~ 23 21 ~~ CHANN EL <br /> 130.0 163~1 1650 210.8 216.9 53 2~ 29 53 <br /> 132.0 163+89 1650 215.0 218.6 58 29 29 58 <br /> 133.0 166+H 1650 216.3 22~.0 6~ 35 29 6~ . <br /> 13~.0 170+37 1650 217.0 225.~ 32 9 23 32 <br /> 135.0 170+8 ~ 1650 217.2 226. ~ ~I 23 18 ~I <br /> 136.0 171+53 1550 219. I 231.0 63 3~ 29 63 <br />XAVIER STREET 138.0 171+73 1550 22~.3 231.2 '10 19 21 '10 ~17 <br /> 139.0 172+28 1550 22~.5 231.3 79 22 33 55 231. ~ <br /> 1'10.0 175+36 1550 225.3 233.0 ~~ 2~ 20 ~~ CONFI NED TO <br /> I~I.O 178+71 1550 229.2 235.7 '10 18 22 '10 CHANNEL <br /> I ~2.0 179+75 1550 229.8 237.9 170 18 1~5 163 ~ <br /> I ~3.0 180+H 1550 230.3 237.9 250 18 232 250 <br /> <br />1. DISTANCE IN FEET. ABOVE MOUTH <br />2. FROM CENTER OF CHANNEL lOOKING UPSTREAM <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br />SANDERSON GULCH <br /> <br />URBAN DRAINAGE a FLOOO CONTROL DISTRICT <br /> <br />FLOOD HAZARD AREA DELINEATION <br /> <br />TABLE 6 <br />