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<br /> Peak Discharge Data Water Surface Elevation Data 100,Yr Floodplain 100,Yr Floodway (FW) Data' 100,Yr Floodway (FW) Data'
<br /> Data (0.5' rise in EGL) (1.0' rise in EGL)
<br /> Thalweg
<br />Section Elev. 10-Yr SO,Yr 100-Yr SOO-Yr 10-Yr SO,Yr 100-Yr 500- Y r Width Avg. Vel. FW Width FW Width FW Width Avg. Vel FW Elev. FW Width FW Width FW Width Avg. Vel FW Elev.
<br /> (ft) (cts) (ets) (cts) (cts) (cts) (cts) (cts) (cts) (ft) (tps) Left (ft) Right (ft) Total (ft) (tps) (ft) Left (ft) Right (ft) Total (ft) (tps) (ft)
<br />228 6220.43 285 546 686 906 6221.9 6222,3 6222,5 6222.7 135 5,5 .. .. .. .. .. .. .. .. .. ..
<br />258 6223,50 285 546 685 905 6224,5 6224,8 6225.0 6225,3 123 5,7 .. .. .. .. .. .. .. .. .. ..
<br />352 6229,62 285 544 683 903 6230,5 6230.8 6231,0 6231,2 150 5,1 .. .. .. .. .. .. .. .. .. ..
<br />365 6230.25 240 499 638 857 6231,1 6231.4 6231.6 6231,7 156 5,2 .. .. .. .. .. .. .. .. .. ..
<br />551 6232,14 285 542 679 897 6234,0 6234,5 6234.6 6235,1 101 5,9 .. .. .. .. .. .. .. .. .. ..
<br />579 6227,09 284 541 679 896 6234.4 6235.1 6235.3 6235,7 144 1.2 .. .. .. .. .. .. .. .. .. ..
<br />1003 6233,90 283 536 671 886 6236,7 6237.8 6238,3 6239.0 31 8.6 = = = = = = = = = =
<br />1029 6234,00 283 535 670 884 6237,6 6238,8 6239,3 6239.9 33 5,9 = = = = = = = = = =
<br />1361 6241,61 282 531 664 875 6244,3 6245,2 6245.6 6246,1 33 8,5 = = = = = = = = = =
<br />1639 6249.22 281 526 657 866 6251,0 6251.7 6252,0 6252,5 40 8,0 = = = = = = = = = =
<br />1690 6249,94 281 526 657 866 6252,1 6252,9 6253,2 6253.7 45 6,3 = = = = = = = = = =
<br />2102 6258.61 280 520 648 854 6261,2 6261,9 6262,1 6262.6 40 7,8 = = = = = = = = = =
<br />2576 6269,97 279 514 639 840 6272,0 6272,5 6272.8 6273.2 43 7,8 = = = = = = = = = =
<br />2634 6270,90 279 513 637 838 6273,2 6273,8 6274.2 6274,7 31 8.7 = = = = = = = = = =
<br />2828 6275.41 278 510 633 833 6277.1 6277,8 6278,1 6278,5 53 6,3 = = = = = = = = = =
<br />2894 6277.20 278 509 632 831 6279.4 6280,1 6280.4 6280.7 58 6.4 = = = = = = = = = =
<br />Stream 307
<br />121 6263,20 179 342 429 572 6265,8 6266,9 6267,3 6268.0 17 9,3 - - - - - - - - - -
<br />202 6277.03 179 342 429 572 6278,0 6278,3 6278,5 6278.7 92 5,3 .. .. .. .. .. .. .. .. .. ..
<br />334 6273,92 179 342 429 572 6278.4 6279,0 6279,2 6279,6 65 2,6 = = = = = = = = = =
<br />569 6280.09 179 342 429 572 6282,0 6282,7 6282,9 6283,2 53 5,9 = = = = = = = = = =
<br />692 6282,17 179 342 429 572 6284,6 6285,3 6285,6 6286,1 29 7,7 = = = = = = = = = =
<br />875 6287,80 179 342 429 572 6289.4 6290.2 6290,5 6291,0 26 8,0 = = = = = = = = = =
<br />1155 6293,82 126 228 283 373 6295,7 6296.2 6296.4 6296.8 20 7,3 = = = = = = = = = =
<br />
<br />Oak Gulch and Lemon Gulch FHAD Floodplain and Floodway Data
<br />
<br />. Looking downstream measured from the reference line,
<br />__ Mainstem FP controls hydraulics of this section,
<br />= FW and FP are coincident within reach,
<br />.. Pond or road embankment impacts hydraulics of this section,
<br />
<br />Appendix I
<br />80t8
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