FLOOD10377 ‎(4)‎

• 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. - Appedix G.4
• Date: 4/11/2006
• Prepared For: Fort Collins
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

EXIOOQ06.0H2
GR 4964 . 0. 7310.0 4966.0. 7740..0. 4963.2 7895.0. 4962.5 790.3.0. 4959.6 7909.0.
GR 4959.1 7911. 0 4957.2 7951. 0 4957.4 7990.0. 4958.7 8017.0 4957.6 8060..0.
GR 4956.0 80.65.0. 4955.2 8120..0 4954.5 8123.0. 4953.5 8147.0 4950.4 8175.0
GR 4952.7 8191. 0. 4957.7 820.5.0 4958.2 8263.0 4958.4 8329.0 4960..9 8345.0
GR 4961. 8 8346.0 4965.4 8361. 0 4970.0. 8390..0 4972.0. 8920.0. 4974.0. 9305. a .
GR 4976.0 9760..0. 0..0. 0.0 0.0. 0..0. 0..0 0.0. 0..0. 0.0.
OLD SECTION 229893
UNION PACIFIC RAILROAD
o 9MARO 6 15:41:12 PAGE 24
SB 0.95 1.56 2.6 0. 51. 37.3 4971. 12. 4950.4 4950.4
Xl 231022 36. DO 7810.00. 8385.00. 15. co. 15.0.0. 15.00. .00 .0.0. .0.0.
X2 1 4969.5 4966. 1.33
X3 10.
BT 17 500.0. 4974. 5300. 4972. 5690. . 4970.
BT 6245. 4968. 690.0.. 4966. 7230. 4964. 7240..
BT 4958. 7275. 4958. 7300. 4964. 7810. 4966.
BT 7895. 4968.2 4965.9 8360.. 4971.8 4969.5 8385. 4970..
BT 8960. 4972. 9210. 4974. 930.5. 4974. 9760.
BT 4976.
GR 4974.0. 50.00..0 4972.0 5300.. a 4970..0. 5690..0 4968.0. 6245.0. 4966.0 6900.0
GR 4964.0 7230. a 4964.0 7240.. a 4964.0 7275.0. 4964.0. 7300.0 4966.0 7810.0.
GR 4963.4 7895.0 4961.1 7909.0. 4959.8 7910..0. 4957.6 7996.0. 4958.9 80.11.0
GR 4956.7 8024.0 4957.7 80.40..0 4955.6 80.53.0. 4956.5 80.70..0 4955.1 80.80..0.
GR 4954.9 8090..0. 4954.5 8097.0. 4952.3 8129.0 4950..7 8143.0 4952.1 8164.0.
GR 4957.7 8188.0 4958.7 8208.0. 4959.0 8258.0 4961. 3 8345.0 4961. 8 8346.0
GR 4965.5 8360..0. 4970..0 8385.0 4972.0 8960..0. 4974.0. 921 a . 0 4974.0. 9305.0.
GR 4976. a 9760.0 0.0. 0.0 0.0 0.0 O. a 0..0 0.0 0.0
NC 0.083 0.0.66 0.035 0..3 0.5
DUPLICATE OF 232227, STREAM BED LOWERED TO 4956.5
Xl 232222 29.0.0 9190..00 9490..10 320.00 1470.0.0. 1200.00 .00. .00 .00
X3 10.
GR 4980.0 5000..0 4978.0. 5480..0. 4978.0. 5615.0 4976. a 6215.0. 4974.8 6710..0
GR 4974.0. 6860..0 4974.0. 7040.0. 4972.0 7515.0 4970..0 8150.0 4968.0. 8315.0.
GR 4968.0 8625.0. 4966.0. 8695.0 4964.0 8720. a 4964.0 9190.0 4963.9 9230.0
GR 4956.5 9231.1 4956.5 9490..0. 4964.9 9490. .1 4964.0. 9660.. a 4970.0 9820.0
GR 4972.0 9910..0. 4974.3 100.40.0 4964.0 10175.0. 4964.0 10445.0. 4966.0. 10630.0
GR 4968. a 10720.0. 4968.0 10835.0 4970.0 11020. a 4984.0 11115.0.
OLD SECTION 2310.73
DIVERSION DAM -LAKE CANAL-
Xl 232227 29.00 9190..0.0 9490..10. 5.00 5. co 5.00. .0.0. .00 .00
X3 10
GR 4980.0. 5000..0 4978.0 5480..0 4978.0 5615.0 4976.0 6215.0. 4974.8 671 0 . 0
GR 4974. a 6860..0. 4974.0. 70.40..0. 4972.0. 7515. a 4970..0. 8150.. a 4968.0. 8315.0.
GR 4968.0 8625.0 4966. a 8695.0 4964.0 8720.. a 4964.0. 9190..0 4963.9 9230..0. .
GR 4961.5 9231.1 4961. 5 9490.0. 4964.9 9490.1 4964.0 9660..0 '4970.0 9820.0
GR 4972. a 9910..0 4974.3 100.40..0. 4964.0. 10175.0 4964. a 10445.0 '4966.0. 10630..0
GR 4968.0 10720.0 4968.0 10835.0. 4970.0. 110.20..0 4984.0 11115.0.
NC 0.055 0.083 0.0.35
OLD SECTION 232273
Xl 233367 31. 00 9165.0.0 9250.00. 1105.0.0. 965.00. 1140..00. .00. .00. .00
GR 4980..0 5000.0. 4978.0. 5680. a 4978.0. 6520..0 4976.0 6625.0 4974 . a 6640.0
GR 4976.0 6660..0. 4976. a 6785.0. 4974.0. 7100.0 4976.0. 7365. a 4976. a 7435.0
GR 4974.0 7695.0 4972 . 0 7962. a 4970.8 8290.0 4970.. a 8500.0 4968.0. 8550.0
GR 4966.0 8930.0 4966.8 9165.0. 4961.1 9180..0 4958.7 9234. a 4959. a 9243.0
GR 4966.2 9250.0 4968.0. 9425.0. 4970.2 9455.0 4968.0 9570. a 4966.0 9595. a
GR 4968.0. 9840. a 4970..0. 9960.. a 4972. a 100.55.0 4974.0 10.455.0. 4976.0 10510.0.
GR 4990..0 10725.0. 0.0 0..0. 0..0 0.0 0..0 0..0. 0.0 0..0.
DISCHARGES FOR SPLIT FLOW COMPUTATIONS
09MAR06 15:41:12 PAGE 25
QT 3 5550. 10200. 13900.
NC 0.0.75 0.0.75 0.035 0.3 0.5
OLD SECTION 233443
Xl 234557 37.00 8950..00. 9040..00. 920.00. 1020. co 1190.00. .00 .00 .00.
GR 4987.0. 5040.0 4986. a 50.70.0. 4984.0 5610..0 4982.0 5990.0 '4981.3 6250.. a
GR 4982.0. 6655.0 4982.0 6730..0. 4980.0 6750. . 0 4980..0. 6780.0 4978.0 6800.0.
GR 4978. a 6915.0 4976.0 7800.0. 4974.0. 7950. a 4972.0 8440.0. 4970..0 8450..0
GR 4970.0. 8470..0. 4972 . a 8490.0. 4972.0 8590.0 4970.0 8875.0. ,4968.0. 8950..0.
GR 4964.2 8955.0 4963.3 8972 . a 4963.6 90.13.0 4963.7 9034. a 4968.0. 9040.0.
GR 4972 . 0. 9050..0 4974 . 0 9100.0. 4972.0. 9245.0 4970.0 9535.0 4970. a 9580.0
GR 4972.0 9600..0 4974.0. 9635.0 4977.0 9665.0 4977.0 10290..0 4982.0. 10310.0
GR 4984 . 0 10320..0. 4986.0 10375.0. 0.0 0.0 0.0 0..0 0.0. 0.0
NC 0.045 0.068 0..035 0..3 0.5
OLD SECTION 234853
Xl 235947 26.0.0. 8480.00 8650.00 1550..00. 1270.00 1390..00 .0.0 .0.0 .00.
X3 10. 4979. 4978.5
GR 4990.0. 5000..0. 4988.0 5270.0 4986.0. 5725.0 4984.0 5980.. a 4982.0 6510.0.
GR 4978.0. 6530.0 4978.0 6575.0. 4980.0 6610.0 4982.0 7450. . a 4982.0. 7695.0.
GR 4980.0. 7890.0 4979.0. 8095.0. 4979.0. 8390. . 0 4978.9 8480.. a 4970.8 8505.0.
GR 4971.4 8561. 0. 4965.9 8620.0 4966.5 8628 . 0 4978.5 8650.0 4979.5 8785.0.
GR 4980.0. 9075.0. 4988.0 9100.0 4986. a 9120.0 4986.0 9660. a 4988.0 9690..0
GR 4998.0. 9780..0. 0.0 0..0. 0.0. 0..0 0.0 0.0 0.0 0.0.
NC 0..0.57 0.068 0..0.35 .
OLD SECTION 236063
Xl 237147 25.00 790.0..0.0 80.27.0.0. 950.0.0 1050.00 1200.00 .0.0. .0.0. .00.
P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Existing Models\EXIOQQ06.doe
Page 14 of49 Created on 3/9/2006 3:42 PM