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<br />Cross Section Peak Discharge (cfs) Location
<br />ill: Station lO-Year 50-Year lOO-Year 500- Year
<br /> Cache la Poudre River Main Channel
<br />AJ:218012 5,370 10,200 13,300 23,000 D/S Timnath Diversiion Dam
<br />218017 5,370 10,200 13,300 23,000 U/S Timnath Diversiion Dam
<br />218990 5,370 10,200 13,300 23,000
<br />AK:219777 5,370 10,200 13,300 23,000
<br />AL:220627 5,370 10,200 13,300 23,000
<br />AM:221637 5,370 10,200 13,300 23,000 D/S Lemay Bridge
<br />221702 5,370 10,200 13,300 23,000 U/S Lemay Bridge
<br />222377 5,370 10,200 13,300 23,000 D/S Mulberry Bridge
<br />AN:222452 5,370 10,200 13,300 23,000 U/S Mulberry Bridge
<br />AO:223617 5,370 10,200 13,300 23,000
<br />AP:224597 5,370 10,200 13,300 23,000
<br />AQ:226167 5,370 10,200 13,300 23,000
<br />AR:227397 5,370 10,200 13,300 23,000 D/S Lincoln Bridge
<br />227437 5,370 10,200 13,300 23,000 U/S Lincoln Bridge
<br />AS:228117 5,450 10,200 13,700 23,000
<br />228637 5,450 10,200 13,700 23,000 D/S Linden Bridge
<br />A T:228687 5,450 10,200 13,700 23,500 U/S Linden Bridge
<br />2293221 5,450 10,200 13,700 23,500
<br />AU:229477 5,450 10,200 13,700 23,500
<br />22975i 5,450 10,200 13,700 23,500
<br />229997 5,450 10,200 13,700 23,500 D/S B.N.R.R. Bridge
<br />A V:230017 5,450 10,200 13,700 24,600 U/S B.N,R,R, Bridge
<br />2301932 5,450 10,200 13,700 24,600
<br />2303552 5,450 10,200 13,700 24,600 Center of Boat Chute
<br />A W:230467 5,450 10,200 13,700 24,600 D/S Coy Ditch Diversion Dam
<br />230472 5,450 10,200 13,700 24,600 U/S Coy Ditch Diversion Dam
<br />230817 5,450 10,200 13,700 24,600 D/S College Bridge
<br />AX:230897 5,450 10,200 13,700 24,600 U/S College Bridge
<br /> LINC Divided Flow Path
<br />7630 N/A N/A 403 3,911 Lemay A venue
<br />9000 N/A N/A 403 3,911
<br />9300 N/A N/A 403 3,911
<br />A:9590 N/A N/A 403 3,911
<br />B:10430 N/A N/A 403 3,911 Buckingham
<br />C:11445 N/A N/A 403 3,911
<br />11565 N/A N/A 403 3,911 LINC DFP Divergence from Main Channel
<br />1,
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<br />Table 2.2 Cache la Poudre River Detailed Discharge Profiles.
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<br />Cross sectlOns added durmg the corrected effectIve analYSIS of the 2005 Removal ActlOn LOMR
<br />2Cross sections added during the revised condition analysis of the 2001 Boat Chute LOMR
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<br />COFC2003-1O Oxbow FINAL LOMR.doc
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<br />2.2
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<br />ANdERSON CoNsulTiNG ENqiNEERS, INC.
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