FLOOD10377 ‎(5)‎

• County: Weld
• Community: Fort Collins
• Stream Name: Cache La Poudre River
• Title: Volume II - Hydraulic Analysis for the Cache La Poudre River between Timnath Diversion Dam and College Ave. - Appendix G.3
• Date: 4/11/2006
• Prepared For: Fort Collins
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

eElOOQ06.0H2
J3 VARIABLE CODES FOR SUMMARY PRINTOUT
38 1 13 14 15 53 54 27 28 50
26 43 0 150
J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** .
I
-10 37 218012 218017 218990 219777 220627 221637 221702 222377 I
222452 223617 224597 226167 227397 2274:37 228117 228637 ' 228687 229322
229477 229757 229997 230017 230193 230355 230467 230472 ' 230817 230897
231007 231022 232222 232227 233367 234557 235947 237147 ' 237497
10-YR 50-YR 100-YR
QT 3 6750 13200 17400
NC 0.067 00062 0.035 0.3 0.5
OLD SECTION 191413
Xl 192488 18000 6080000 6232000 .00 .00 .00 .00 000 .00
GR 4879.0 5000.0 4878.0 5030.0 4854.0 507000 485200 5110.0 485200 565000
GR 4851. 5 5840.0 4852.0 6080.0 4842.9 6155.0 484405 6195.0 484809 623200
GR 4852.0 6255.0 4854.0 6260.0 485600 643500 4856.2 7000.0 485706 737000
GR 4857.1 793000 4858.0 8070.0 4860. 87250 0.0 0.0 0.0 000
NC O. 00 O. 0.3 0.5
OLD SECTION 191463
Xl 192538 .00 .00 .00 50000 50.00 50.00 .00 000 .00
HORSETOOTH ROAD -BRIDGE REMOVED-
OLD SEC. 191481
09MAR06 15:31:55 PAGE
Xl 192556 .00 .00 000 18.00 18.00 18.00 .00 .00 .00
OLD SEC. 191531
Xl 192606 .00 .00 .00 50.00 50.00 50.00 .00 .00 .00
NC 0.067 0.062 0.035 0.3 0.5
QT 3 6750 13200 17400
OLD SECTION 191800
Xl 192877 15.00 5130.00 5281. 00 265000 276.00 271.00 .00 000 .00
GR 4860.0 421000 4854.0 4240.0 4852.0 4350.0 485209 4800.0 ~853.5 5000.0
GR 4852.8 513000 4851.8 5180.0 4849.4 520300 4844.7 5231.0 484904 5281. 0
GR 4850.0 5300.0 4852.0 5320.0 485400 5330.0 4856.0 5580.0 ~858.0 660000
NC 00067 00062 00035 003 0.5
CROSS SECTION ADDED FROM TOPO MAPPING
OLD SECo 192300
ET 7.1 7.1 7.1 4800 5550
Xl 193387 14000 5120000 5270.00 390.00 640.00 510.00 000 .00 .00
GR 4880.0 440000 485600 4470.0 4854.0 4490.0 4855.4 5000.0 4854.0 511500 .
GR 485200 5120.0 4851. 8 5179.0 4849.4 5203.0 4846.7 5231.0 4849.4 5241. 0
GR 485200 5250.0 4853.0 5270.0 4856.0 5630.0 485800 5920.0
NC 0.067 0.062 0.035 0.3 0.5
OLD SECo 192626
Xl 193717 12.00 5545000 5752.00 320.00 320.00 330.00 .00 .00 .00
X3 10 4859.0 :485900
GR 4894.5 50000 4894.0 5010. 4856.0 5065. 4856.0 5420. ,4856.0 5545.
GR 4854.7 55530 4849.6 5637. 4846.0 5680. 484904 57070 4854.0 5752.
GR 4856.0 60000 4856.9 6210
RAILROAD BRIDGE
OLD SEC. 192636
SB 1. 05 1.56 2.6 00 67. 15. 1753 5.0 04846.0 4846.0
Xl 193727 .00 .00 .00 10000 10.00 10.00 .00 , .00 .00
X2 1.0 486008 4860.0
X3 10 4862 .0 4860.0
BT 8 5000 4894.5 5010 4894 5065 4864
BT 5420 4862 5545 4863.2 5752 4862 0 8 5755
BT 4860 6210 4861
NC 0.0 O. O. 0.3 0.5
OLD SECo 192686
Xl 193777 .00 .00 .00 50.00 50.00 50.00 .00 .00 .00
X3 10 4862.0 4860.0
NC 0.079 0.062 0.035 0.3 0.5
QT 3 6750 13200 17400
OLD SECo 193861
Xl 194937 20.00 5310.00 5403000 1180000 430.00 1160.00 .00 .00 .00
GR 4891.0 5000. 4890.0 50200 4880.0 5100. 4860.0 5145. ,4858.0 5245.
GR 4855.9 5310. 485300 5317. 4852.0 5332. 4853.1 5365. ;4852.0 5388.
GR 4852.8 5402. 4857.8 5403. 4856.0 5440. 4858.0 5450. ,4858.0 5490.
GR 4857.0 60800 485800 6185. 4858.0 6210. 4860.0 6215. ,4861. 0 6225.
1
09MAR06 15:31:55 PAGE
NC 00070 00057 0.035
QT 3 6750 13200 17400
OLD SEC. 195291
Xl 196377 14.00 5605000 5717000 1340000 1540.00 1440000 .00 000 .00
GR 489400 5000. 489400 50300 4890.0 5460. 4870.0 5550. ,4856.8 5605.
GR 485504 5605. 4852 0 8 5622. 4853.0 5641. 4852.6 5670. '4856.1 5717. .
GR 486000 59300 486200 7200. 4864 . 0 7205. 4865.0 7220.
P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Corrected Effective Models\CEIOOQ06.doc
Page 4 of 49 Created on 3/9/2006 3:33 PM