|
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />Location
<br />
<br />Table 5.2 Duplicate and Corrected FEMA Water Surface Profiles (Continued).
<br />
<br />in Water Surface Elevations
<br />
<br />I tOO-Year T 500-Year
<br />
<br />(Continued)
<br />
<br />CE500Q06
<br />
<br />CEtOOQ06
<br />
<br />CEtOOQ06
<br />
<br />CEtOOQ06
<br />
<br />DEV506
<br />
<br />DEU06
<br />
<br />DEV06
<br />
<br />DEU06
<br />
<br />As Reported In:
<br />
<br />Center of Boat Chute
<br />
<br />D/S Coy Ditch
<br />Diversion Dam
<br />U/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 />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 V,S, HWY 287 Bridge
<br />
<br />VIS Current Study Limit
<br />VIS Study Limit 2005
<br />Removal Action LOMR
<br />VIS V,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 />LINC Divided Flow Path
<br />
<br />CELINC06
<br />
<br />CELINC06
<br />
<br />DELINC06
<br />
<br />DELINC06
<br />
<br />As Reported In:
<br />
<br />D/S Current Study Limit'
<br />Lemay Avenue
<br />LlNC DFP Confluence with
<br />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 />Buckingham Neighborhood
<br />
<br />-0,1
<br />
<br />-0,1
<br />-0,1
<br />-0.1
<br />-0,1
<br />
<br />LlNC DFP Divergence
<br />From Main Channel
<br />
<br />-0.1
<br />
<br />0,0
<br />
<br />N/A
<br />
<br />N/A
<br />
<br />Dry Creek Confluence with the main channel)
<br />
<br />Difference
<br />GO-Year
<br />
<br />to-Year
<br />
<br />Cache La Poudre River Main Channel
<br />
<br />
<br />to-Year
<br />
<br />Cross Section
<br />ID:Station
<br />
<br />0,0
<br />
<br />0,0
<br />0,0
<br />0,0
<br />0,0
<br />
<br />4952.4
<br />
<br />4950,6
<br />
<br />N/A
<br />
<br />I Difference in WSEL = Corrected Effective WSEL - Duplicate Effective WSEL
<br />2L1Ne DFP discharge passing Lemay Avenue returns to the main channel at LINC DFP Confluence No.2 (i,e,
<br />
<br />N/A
<br />
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />
<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 />'T1
<br />(")
<br />N
<br />o
<br />o
<br />!
<br />o
<br />o
<br />;0<
<br />cr'
<br />o
<br />:l;
<br />'T1
<br />
<br />~
<br />
<br />t'"'"
<br />~
<br />""
<br />b..
<br />o
<br />n
<br />
<br />Vl
<br />V.
<br />
<br />N/A
<br />
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />
<br />4943.4
<br />
<br />4945.5
<br />4946,5
<br />4949.2
<br />4950,0
<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 />NIA
<br />N/A
<br />
<br />9000
<br />
<br />9300
<br />A:9590
<br />B: 10430
<br />C:11445
<br />
<br />)>-
<br />2
<br />0-
<br />m
<br />;;>
<br />II>
<br />o
<br />2
<br />()
<br />o
<br />2
<br />II>
<br />c:
<br />~
<br />2'
<br />.t:>
<br />m
<br />2
<br />.fl.
<br />2
<br />m
<br />m
<br />;;>
<br />~
<br />
<br />2
<br />r
<br />
|