2005-03-10_REVISION - M1978056 - Laserfiche WebLink

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Existing Condition- With Berm Scenario 3]05 4fi20 9099 963E 9113 9615 911fi 9615 9206 9615 4290 4619 9249 4620 4212 4621 4291 9620 9302 9629 43]0 4629 9330 9615 499E 96]6 505E 9630 5066 9630 50]5 4629 5002 4624 5112 4624 5114 4626 5146 4626 535E 4629 5210 9622 5290 9622 5335 9638 Mannin 9'a n V81u e5 9 3[a n VaL 5[a Val 5ta n Val 5[a n VaL 1936 .065 9099 ,O4 4302 .D2 5050 .06 Eank Sta: Le £L Ri ghc Len g[h a: Left Ctl ann el Rl9ht Coe £f Con[[. Expan. 4302 505E 6E0 ]p5 ]60 .1 .3 ne ££ectave elan 1 5ta L Eta R Elev Pe [manent 519fi 5335 T Bla a ketl Obe [tu a [iUas ] a L S[a R Elev num 51926 93 D2 9629 C R055 SECTS ON RIVED: CLp PFACH: DVPSIFM PIT DFP R9: 21065 IN PVT Dea ciiptl ov: G[eeley 1995 Copo used t fhe a u[b of 2004 sore tope. ccl on imlutlea slit in the nutltlle o£ [he channelf in o[tlea oallou amzll floutatea L con e[ge. 5 Cott on El eva [ion pd [a 34 v El av SCa a Elev Sta Elev Sta Elev 5[a El ev 1193 9625 ]431 4625 14]3 46.6 1915 9626 1124 4625 1994 9625 1996 9624 3531 9623 1029 4622 1991 9621 2035 9621 2055 9fi22 2083 4622 2091 4615 2108 9613 2122 4612 2195 9612 2165 9613 2201 9629 2219 9629 2212 9620 2269 9625 2310 4fi29 2332 9623 2963 4625 2620 4625 2610 4623 2860 4622 2068.1 9615 2860.1 4622 30]0 9622 32 ]E 9629 3300 4fi26 3365 462E Manning's n Valves - 3 vat oval n Val 1193 8.065 2083 .04 22 D2 .035 Benk St Left Rt gpC Lengthe: Left chaNnel Ri gh[ Coeff Con tt. Expan. 2620 3308 1090 1025 9]0 .1 .3 Bl oc ketl Oba [[u c Llons - 1 a 0. Elev 53193 5220] 4630 C R035 SECT30N P3 VE0.: CLP PEACN: pUPXAM PIT OFP R9: 20040 I NPVT Dea c[i p [ton: %3.]- Gtee ley 1995 Copo 4aetl Notch pf BCM1 atte e[ and ao utp of 2009 Ame [tcan peat Copo limit. S Cavan Eleva cion Daca 3] 3[a EleV Sea Elev Etev Elev Sta EleV 21 9699 211 9639 284 4632 928 4fi26 951 9626 953 962] 1001 962] 1033 Yfi23 1029 9621 ]039 9625 1619 4625 1619 4624 3]26 9622 ]920 462T 2198 4fi29 2190 9613 2200 4612 2213 9631.2 2233 96]2 2250 46]3 220] 462] 2292 4621 2369 9619 3260 9613.9 3331 9615 ]]3] 96$0 3095 9620 90l] 4623 4130 4622 9120 4622 4495 9623.8 4512 4624 4540 9626 4E 55 9620 4882 9630 4896 9634 5021 9638 Mannin9'a n Va toes S 5[e Val S[a Pn Val 9ca Val 3[a Val 3[a Val 21 .O6 1326 .12 3140 .D4 22 E1 A2 3331 n.065 Eank 6t e: Le £c RSg hC Lengt M1 a: Left channel Rtgb< Coeff C Expan. 22 B] 333] ]40 ]60 E9D nnlt .3 ne E£ectlve FSnw = 1 S[a L Sta R Elev Pe tna nene 3050 5021 T Elo cketl Ob ac iU C[i0na 1 E e L CCa P Elev n [ 2] 32 B] 462] CROSS SECTION RIVER: CLP PFACN: DVPXFM PIT OFP R5: 19$80 I XPVT Dea ct iptl op: %9 fi3- Gte eley 1995 Copo w Uaetl [o define Ogilvy dl ich and let[ e ch enk NotU pf 2009 Pmeclcan w spot elevations. eeley 1995 Copo w alas uaetl [o define ett9hf ove thank [o the sou [h of 2004 Ame ti can u opo b/LOpo. 9ta ti Un Ele va [ton Oa to - 35 s[e Elev pta n Elev 3Ca E1ev 5ta Elev Sta E1 ev 32 d634 $94 962fi 3366 96P9 1590 4624 1619 9fi25.8 1650 962-0 165-0 9fi22 1658 d639.1 1614 96$2 1618 9624 1699 4fi29 1942 4622.4 2120 4fi2$.9 2232 9622.3 2308 4622 2953 9621.]1 2653 -0fi 19.]2 2009 4611 2019 9619 20]9 4611 2900 4611 2939 462] 2942 462] 29]0 9624 3035 4614.3 3320 4614.5 3406 9618.2 3939 9620.01 {219.9 9620.09 4569 9620.49 520E 9620.95 53]] 9621 5q ]0 46$2 5540 9621 5]4] 4639 Mannl ng ~a n Va lu ea 9 SCe T Val 9ta Val Val ECa n V81 32 .D6 2009 .04 2939 .02 3406 .06 Bank Eta: Le F[ Rl gh[ Len g tha: Left ChaPnel Ri 9h[ Coeff Con C2. Expan. 2939 3486 030 080 800 .3 .3 El ocked Db sC CUe Clans ] sta L ECa P Elev n 32 2941 962'! C ROES SECTION Page 3 of 10