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

CElOOQ06.0H2
QT 3 5550 10200 13900
NC 0.075 0.075 0.035 0.3 0.5
OLD SECT ION 233443
Xl 234557 37.00 8950000 9040000 920000 1020.00 1190.00 .00 .00 000
GR 4987.0 5040.0 498600 5070.0 4984.0 561000 498200 5990.0 4981. 3 6250.0
GR 4982.0 6655.0 4982.0 67300 0 498000 6750. 0 498000 6780. 0 497800 6800.0 .
GR 4978.0 6915.0 49760 0 7800.0 4974 . 0 795000 4972 . 0 8440.0 4970.0 845000
GR 4970.0 8470.0 4972.0 8490.0 4972.0 859000 4970.0 8875.0 4968.0 8950.0
GR 4964.2 8955.0 4963.3 8972 . 0 496306 9013.0 4963.7 903400 496800 904000
GR 4972 . 0 9050.0 4974.0 9100.0 4972.0 92450 0 4970.0 95350 0 497000 9580.0
GR 4972.0 9600.0 497400 9635.0 4977.0 9665.0 4977.0 10290.0 4982.0 10310.0
GR 4984.0 10320.0 498600 10375.0 0.0 0.0 0.0 0.0 0.0 0.0
NC 00045 0.068 00035 003 0.5
OLD SECTION 234853
o 9MARO 6 15:31:55 PAGE 24
Xl 235947 26.00 8480000 8650000 1550.00 1270.00 ~390. 00 000 .00 .00
X3 10 4979. 497805
GR 4990.0 5000.0 4988.0 5270.0 4986.0 572500 4984.0 5980.0 4982.0 6510.0
GR 4978.0 6530.0 4978.0 657500 4980.0 66100 0 4982.0 745000 4982.0 769500
GR 4980.0 7890.0 4979.0 8095.0 4979.0 8390.0 4978.9 848000 4970.8 8505. 0
GR 4971. 4 8561.0 4965.9 8620.0 4966.5 8628.0 4978.5 865000 4979.5 8785.0
GR 4980.0 9075.0 498800 9100.0 498600 9120.0 498600 9660.0 4:988.0 9690.0
GR 4998.0 9780.0 000 0.0 0.0 0.0 0.0 0.0 0.0 0.0
NC 0.057 0.068 00035
OLD SECTION 236063
Xl 237147 25000 7900000 8027.00 950000 1050000 1200000 .00 .00 000
X3 8200 I
GR 499400 5065.0 499000 5085.0 4988.0 5740.0 14986.0 5915.0 4988.0 6120.0
GR 4986.0 6390.0 4986.0 7150. 0 498600 717000 14986.0 7215.0 4'98600 7325.0
GR 498600 790000 498000 7915.0 4973.6 7929. 0 14971. 9 797300 41971. 8 7992.0
GR 4972.6 8008.0 4983.9 8027.0 498400 808000 14982.0 8685. 4982. 8765.
GR 4984.0 8800.0 4992.0 8850.0 499400 888000 1499600 9335.0 4998.0 9440.0
OLD SECTION 236393
NC 0.3 0.5
Xl 237497 27.00 7700.00 7820010 370000 300000 350000 .00 000 .00
X3 10 1
GR 499600 5000.0 4992.0 5025.0 4990.0 526000 ~~~~: ~ 5970.0 498800 6245. 0
GR 4990.0 6745.0 4988.0 7260.0 4988.0 7620. 0 770000 4981. 5 7700.1
GR 4974.4 771600 497108 7747.0 4973.0 7759.0 , 7762.0 4~75.9 7766.0
~975.3
GR 4972.0 779000 4972 0 4 7796.0 4982.0 780900 ~98203 7820.0 4993.3 7820.1
GR 498800 785000 4986.0 826000 498600 8570.0 4988.0 8630.0 4992.0 8655.0
GR 4994.0 8810.0 4996.0 9225.0 0.0 000 0.0 0.0 0.0 000
OLD SECTION 236433
SHIELDS STREET
SB 0.90 1.56 206 0 78. 2.7 1844. 1. 4~172.3 4971. 8 .
Xl 237537 27.00 7715.00 7832010 40.00 40.00 40.00 000 i 000 .00
X2 1 499006 49880 1. 33
X3 10
BT 9 5000. 49960 52600 49920 6060. 4990.
BT 6760. 4990. 7700. 4993.5 499006 7820. 4993.5 4990.6 7950.
BT 4988. 8560. 49880 86500 49900
GR 499600 5000.0 499400 5015.0 499200 5220.0 499000 537500 4988.0 6035.0
GR 498800 6805.0 499000 6980.0 4990.0 722500 498800 7355.0 4988.0 7575.0
GR 4993.6 771500 497406 7715.1 4972.3 774500 497504 777400 4975.1 7776.0
GR 4973.2 779100 4973.8 780200 498102 782300 4982.2 7832.0 4993.2 7832.1
GR 498800 7935.0 498600 8295.0 498800 8630.0 499000 8655.0 499200 8715.0
GR 499400 8865.0 499600 9265.0 000 0.0 000 000 000 0.0
NC 0.050 00049 00035 003 005
ENCROACHMENT FOR EFFECTIVE AREA
OLD SECT ION 237053
Xl 238157 38.00 8020000 8235000 580.00 800000 620000 000 000 .00
X3 7685 1 ,
GR 499600 5000.0 49960 0 5600.0 4992.0 561500 4992.0 5655.0 4996.0 5675.0
GR 499400 5684.0 499200 597000 4990.0 603000 499000 6655.0 498800 6745.0
GR 4989.5 716000 4988.0 72800 49880 75200 499000 7620.0 4990.0 7685.0
1 I
o 9MARO 6 15:31:55 PAGE 25
GR 4988.0 774500 4988.0 7930.0 498600 797000 498200 798000 4982.0 8020.0
GR 4979. 9 804000 4977 0 5 8046.0 4977 0 5 8071. 0 497603 811800 4976.0 8164 0 0
GR 4975.3 8180.0 497604 8185.0 4979.0 8192.0 497804 821200 4988.8 8235.0
GR 498900 8310.0 498800 85400 0 4988.0 872000 4990.0 89250 0 4992.0 918000
GR 4994.0 93100 0 499600 933000 5006.0 936500
NC 00050 0.049 0.035 0.3 005
DUPLICATE OF 238957, STREAMBED LOWERED TO 4982.0
ENCROACHMENT FOR EFFECTIVE AREA
Xl 238952 28.00 9090000 9240000 600.00 820000 Y5000 .00 .00 .00
X3 9090 ,
GR 50000 0 500000 499800 517500 499800 585000 4996.0 609000 4996.0 691000
GR 499600 700000 4994.0 7355.0 499200 741000 4199000 742000 4990.0 7790.0
GR 4992 0 0 793000 4992.0 8425.0 499000 8455.0 499000 9040.0 499706 909000
GR 4977 0 6 909001 497706 920400 4987.8 9204.1 498800 9225.0 499000 923200
GR 4993.0 9240.0 499000 927000 4990.0 9370.0 4992 0 0 938500 499400 9640.0
GR 499400 1043000 499600 10520.0 500600 1063000
DIVERS ION DAM -JOSH AMES DITCH-
ENCROACf~ENT FOR EFFECTIVE AREA .
OLD SECTION 237853
P:\COFC2003\1O - Oxbow Lcvec\LOMR\FinDisk (Final)\Appcndi~ G\FEMA Modcls\Corrccted Effective Models\CEIOOQ060doc
Page 14 of 49 Created on 3/9/2006 3:33 PM