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<br /> Table 3 <br /> fLODO PLAIN REFEi"!E~CE ru,,^ <br /> TOLL GATE CREEK ANQ TRIBJTARIES <br /> WHERE CHAWlEL IMPROVEMENTISPROFDSEO <br /> Intermediate Regional <br /> Stream Bad Elevation Flood Elevation <br /> Distance Ft.M.S.l. Ft. l~. S.l. <br /> Ref"nmce F,~ Proposed Proposed <br /> P.Jint 1-225 Existing "'" Existing "'. <br /> Idertitication ~jml>er Feet :::Ondition Channel Condition Channel Hearing <br /> TOLL GATE CREEK <br /> 1-225 2 '" 5363.3 5363.5 5382.0 5382.0 <br />N , no 5365.3 5364.5 5383.0 5382.5 <br />" <br /> , I,Oi5 5367.0 5365.0 5383.5 5383.0 <br /> 5 1,175 5367.5 5365.0 5385.5 5383.0 <br /> , 1,433 5367.9 5365.0 5387.4 5383.0 <br /> Cro~.s Sedlon ,-, 7 ',525 5nO.0 5365.0 5387.3 5383.0 N9ov.r <br /> , 1,980 5371.5 5371.5 5388.3 5391.0 <br /> , 2,360 5373.0 5372.0 5389.1 5 ~91. '> <br /> " 2,710 5376.5 5372.0 5390.3 5392.0 <br /> 5i ~1h Avenue (0/$) " 3,550 5377.2 5312.5 5393.9 5392.5 N900E <br /> Si~th Avenue (U/S) " 3,800 5381.0 5312.5 5402,0 5392.5 <br /> (:;-15' Corrllgatec <br /> ~ let al Pipes <br /> " 5,170 5387.0 5382.5 5403.0 5397.0 <br /> " 5,540 5392.2 5383.0 5406.9 5397.5 <br /> <br /> Table 3 (Cont'dl <br /> FLOOD PLAIN REFEREtcE DATA <br /> TOllGATECREEKAt{}TRIBJTilRIES <br /> W~rnE CHANNEL IMPRO'lB1ENT I S PROPOSED <br /> Intermediate Hegional <br /> StreamBedElovation Flood Elevation <br /> Distance n.M.S.l. Ft.M.S.L. <br /> Reference F,~ Proposed Proposed <br /> Point 1-225 Existing "'. Existing "0. <br /> Iden<-ificetion tJ~".ter Feet CondItion Cha<lfJeI Condition Channll! Bearing <br /> -- <br /> WEST TOLL GATE CREEK <br /> Cros"Secfion2-2 " 6,250 5397.6 5395.5 5410.1 5410.0 <br /> " 7,015 5399.9 5397.0 5413.4 5410.5 <br /> " 7,925 5410.2 5404.5 5422.0 5418.5 <br />N <br />. Cha"lr,ersRcad " 7,970 5411.0 5404.5 5424.1 5418.5 <br /> (;ros.Se"t;on 3-3 " 8,420 5413.0 5411.5 _5425.6 5426.0 <br /> " 9,100 5416.8 5412.0 5429.9 5426.5 <br /> 22 10,500 5424.5 5420.5 5441.1 5435.5 <br /> HighlineCan1>1 (/5) " 11,390 5430.0 5428.0 5445.7 5443.0 <br /> HigtJlineCanal (U!S) " 11,720 5434.7 5435.0 5449.8 5444.5 <br /> " 12,665 5441.5 5436.0 5453.2 5451.0 589"E <br /> " 12,725 5452.0 5436.0 5454.2 5441.0 SaBoE <br /> Cros~ Section 4-4 28 13,175 5452.1 5443.5 5462.0 5455.0 <br /> 29 14,540 5455.6 5444.5 5465.4 5459.5 S860E <br /> :\0 15,700 5460.0 5453.0 5473.1 5467.5 S870E <br />