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Dhch [ley Dhch Elev <br /> (it) (cIs) (f~-'lSL) (eh) (It-MSL) (eh) (ft-MSL) (d~) (ft-MSL) <br />"" 58+15 3910.0 '00 3914.8 '" 3914.8 '"00 3916.0 1060.0 3916.(1 <br />'"" 59+00 UPR~ tuck 3909.9 W. 3914.9 '". 3915.4 1000 3916.0 t060.0 3916.0 <br />'" 59+60 allR~ track 3911.4 '"' 3917.2 '" 3917.7 '"00 3917.8 1060.0 3HB.O <br />'". 60+60 3910.0 W. 3918.8 '" 3919.$ 1000 3919.8 t060.0 3920.0 <br />"" 61+15 Nonh Round "" DO 3910.4 '"' 3919.7 '" 3920.1 1000 3920.4 1060.0 3920.6 <br />,". 61+90 Soutk Bou~.d "'" ,W 3911.1 00. 3921.1 1300 3921.3 1700 3921.1 2600.0 3922.8 <br />>000 75+20 3920.5 ;0' 3923.0 '" 3923.5 1300 3924.0 2200.0 3924.5 <br />1010 88+30 Pla1nvht.' Ave. 3922.0 ,,, 3923.6 '" 3924.2 1300 3924.8 2300.0 3925.4 <br />1020 10\+20 3923.2 ;0' 3924.9 '" 3925.4 "00 3926.0 2400.0 392b.6 <br />",1030 102+25 SldneyAve. 3925.1 ,,, 3925.4 '" 3925.8 lS7G 3926.2 3300.0 3926.8 <br />~lO40 10).6$ 3922.9 ;0' 3925.5 ." 3925.9 1670 3926.3 3800.0 3'i26.9 <br />1050 114'50 3923.0 '" 3925.6 1460 3926.1 2650 3926.6 5600.0 "l27.4 <br />>0" 119+8(1 Fib.oreAve. 3921.2 no 3925.6 1900 3926.1 3630 3926.7 7600.0 3927.5 <br />LI)70 137+30 3923.8 no 392';.7' 1900 3926.3 3~80 3927.0 8100.0 3927.9 <br />1080 152+95 3926.2 no 3928.~ 1900 3928.9 3680 3929.2 8100.0 3929.8 <br />1090 167+90 3927.8 '" 3929.3 1900 3929.9 3680 3930.5 8100.0 3931._ <br />1091 191+90 393~.0 no 3934.7 1900 3935.2 3680 3935.7 7330.0 393~.4 <br />1092 2,5+95 3938.0 '" 3939.3 2280 3939.7 ~880 3940.2 (0800.0 39/.0.8 <br />1175 240+65 3942.0 '" 3943.6 2050 3944.2 "00 3944.8 7200.0 3945.7 <br />1185 25&.00 39~2.~ '" 3945.7 2310 39&6.5 4600 3947.2 9100.0 3948.2 <br />1201 27~.045 StedlngNo. 1 DItch 39,0.0 '" 3951.3 2400 3951.9 "00 3952.5 11000.0 3953.3 <br />Iiotu: ,. \"h~n deteno1ntng flood lIantd elevations fot loc.tions"tand near stream conIluences. ch~ck both flood soutce elevatIons. <br /> '!he hIgher elevation sh..n regulate. <br /> " Ylood <!hchatges vaty along the prof He '"" to dIvId~d flows In cenalo areas. Refe" to the 'techntea.l Addendu", "Ith tills <br /> report lor c.sleulations oIdhch""ses. <br /> <br />