<br />.
<br />
<br />Table 4.2 Effective and Duplicate FE&ater Surface Profiles (Continued).
<br />
<br />.
<br />
<br />Location
<br />
<br />in Water Surface Elevations
<br />100-Year I 500-Year
<br />
<br />Difference
<br />10-Year fSO-Year I
<br />
<br />tion
<br />9GVD)
<br />
<br />500- Year
<br />. '
<br />
<br />Main Channel
<br />
<br />la Poudre River
<br />
<br />
<br />Cross Section
<br />ID:Station
<br />
<br />10-Year
<br />
<br />(Continued)
<br />
<br />Cache
<br />
<br />Table 6.5 RAP I Table 6.5 RAP I Table 6.5 RAP I Table 6.5 RAPI DEU062 DEU06 DEU06 DEU506
<br />[ACE, 2005] [ACE, 2005] [ACE, 2005] [ACE, 2005] (RCUPR05) I (RCUPR05) I (RCUPR05) I (RCUPR505)
<br />4949,6 4952,7 4954,5 4957,0 4949,6 4952.7 4954.5 4957,0
<br />
<br />In:
<br />
<br />As Reported
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />229322
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0.0
<br />
<br />4959,8
<br />
<br />4956.5
<br />
<br />4954.9
<br />
<br />4951.8
<br />
<br />4959.8
<br />
<br />4956,5
<br />
<br />4954,9
<br />
<br />4951.8
<br />
<br />AU:229477
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0.0
<br />
<br />0.0
<br />
<br />4959,6
<br />
<br />4956,5
<br />
<br />4955.2
<br />
<br />4952,7
<br />
<br />4959.6
<br />
<br />4956,5
<br />
<br />4955,2
<br />
<br />4952,7
<br />
<br />229757
<br />
<br />D/S B,N,R.R, Bridge
<br />
<br />0,0
<br />
<br />0.0
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />4961.2
<br />
<br />4958,2
<br />
<br />4956.6
<br />
<br />4953,8
<br />
<br />4961.2
<br />
<br />4958,2
<br />
<br />4956,6
<br />
<br />4953,8
<br />
<br />229997
<br />
<br />U/S B,N,R.R. Bridge
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />4961.4
<br />
<br />4958.3
<br />
<br />4956.7
<br />
<br />4953,8
<br />
<br />4961.4
<br />
<br />4958.3
<br />
<br />4956,7
<br />
<br />4953,8
<br />
<br />AV:2300l7
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0.0
<br />
<br />0,0
<br />
<br />4963.4
<br />
<br />4958,5
<br />
<br />4956,6
<br />
<br />4953,9
<br />
<br />4963.4
<br />
<br />4958.5
<br />
<br />4956,6
<br />
<br />4953,9
<br />
<br />230193
<br />
<br />Center of Boat Chute
<br />
<br />D/S Coy Ditch
<br />Diversion Dam
<br />
<br />0.0
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0.0
<br />
<br />4963,6
<br />
<br />4959,5
<br />
<br />4958,9
<br />
<br />4957.5
<br />
<br />4963,6
<br />
<br />4959.5
<br />
<br />4958,9
<br />
<br />4957,5
<br />
<br />230355
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0.0
<br />
<br />0.0
<br />
<br />4963,8
<br />
<br />4962,6
<br />
<br />4961.8
<br />
<br />4958,9
<br />
<br />4963,8
<br />
<br />4962,6
<br />
<br />4961.8
<br />
<br />4958,9
<br />
<br />AW:230467
<br />
<br />VIS Coy Ditch
<br />Diversion Dam
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0.0
<br />
<br />4964.3
<br />
<br />4963.4
<br />
<br />4962,7
<br />
<br />4959.8
<br />
<br />4964.3
<br />
<br />4963,4
<br />
<br />4962,7
<br />
<br />4959,8
<br />
<br />230472
<br />
<br />D/S U,S, HWY 287 Bridge
<br />
<br />U/S Current Study Limit
<br />U/S Study Limit 2005
<br />Removal Action LOMR
<br />VIS U.S, HWY 287 Bridge
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0.0
<br />
<br />0,0
<br />
<br />4965,6
<br />
<br />4964.8
<br />
<br />4963,9
<br />
<br />4961.6
<br />
<br />4965,6
<br />
<br />4964.8
<br />
<br />4963,9
<br />
<br />4961.6
<br />
<br />230817
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />0.0
<br />
<br />0.0
<br />
<br />4965,9
<br />
<br />4965,0
<br />
<br />4964,
<br />
<br />4961.6
<br />
<br />4965.9
<br />
<br />4965,0
<br />
<br />4964.
<br />
<br />4961.6
<br />
<br />AX:230897
<br />
<br />DELINC06
<br />(LINC)
<br />
<br />LINC Divided Flow Path
<br />
<br />DELINC06
<br />(LINC)
<br />
<br />As Reported In:
<br />
<br />D/S Current Study Limit'
<br />Lemay Avenue
<br />LINC DFP Confluence
<br />No, 1 with Main Channel
<br />Lateral Spill Over
<br />Lincoln Avenue
<br />
<br />0,0
<br />
<br />0,0
<br />
<br />N/A
<br />
<br />N/A
<br />
<br />4940.3
<br />
<br />4940,0
<br />
<br />N/A
<br />
<br />N/A
<br />
<br />4940.3
<br />
<br />4940,0
<br />
<br />N/A
<br />
<br />N/A
<br />
<br />7630
<br />
<br />0,0
<br />
<br />0,0
<br />0,0
<br />0,0
<br />0.0
<br />
<br />Buckingham Neighborhood
<br />
<br />LINe DFP Divergence
<br />From Main Channel
<br />
<br />0.0
<br />
<br />0,0
<br />
<br />N/A
<br />
<br />N/A
<br />
<br />Dry Creek Confluence with the main channel)
<br />
<br />COFC FIS COFC FIS
<br />[FEMA, 1996]IIFEMA, 1996]
<br />Profile 12P Profile 12P
<br />
<br />0.0
<br />
<br />0,0
<br />0,0
<br />0,0
<br />0,0
<br />
<br />4952.5
<br />
<br />4950,6
<br />
<br />N/A
<br />
<br />(i,e,
<br />
<br />N/A
<br />
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />
<br />N/A
<br />
<br />I Difference in WSEL = Duplicate Effective WSEL - Effective WSEL
<br />2Corresponding effective model names are listed in parentheses.
<br />3LINC DFP discharge passing Lemay Avenue returns to the main channel at LINC DFP Confluence No, 2
<br />
<br />N/A
<br />
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />
<br />4952,5
<br />
<br />4950,6
<br />
<br />N/A
<br />
<br />N/A
<br />
<br />11565
<br />
<br />()
<br />o
<br />'Tj
<br />()
<br />N
<br /><:>
<br /><:>
<br />!
<br /><:>
<br />o
<br />x
<br /><:T
<br />o
<br />~
<br />'Tj
<br />
<br />~
<br />t""'
<br />o
<br />~
<br />i:>..
<br />o
<br />o
<br />
<br />+:-
<br />~
<br />
<br />4943,5
<br />
<br />4945.6
<br />4946.6
<br />4949.3
<br />4950,
<br />
<br />>
<br />:z
<br />0-
<br />m
<br />::::>
<br />VI
<br />o
<br />:z
<br />CJ
<br />o
<br />:z
<br />VI
<br />c:
<br />:::;-
<br />2'
<br />.Cl
<br />m
<br />:z
<br />.Q.
<br />:z
<br />m
<br />m
<br />::::>
<br />~
<br />
<br />:z
<br />o
<br />
<br />4943,0
<br />
<br />4943,8
<br />4944,6
<br />4948.0
<br />4948.2
<br />
<br />N/A
<br />
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />
<br />N/A
<br />
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />
<br />4943.5
<br />
<br />4945,6
<br />4946,6
<br />4949.3
<br />4950,1
<br />
<br />4943,0
<br />
<br />4943,8
<br />4944,6
<br />4948,0
<br />4948,2
<br />
<br />N/A
<br />
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />
<br />N/A
<br />
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />
<br />9000
<br />
<br />9300
<br />
<br />A:9590
<br />
<br />B:l 0430
<br />r"oll AAC'
<br />v.JJ...."......I
<br />
|