FLOOD10377 ‎(3)‎

• 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.5
• Date: 4/11/2006
• Prepared For: Fort Collins
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

RCIOOQ06,OH2
BT 4956. 7190. 4956. 7195. 4958. 7660. 4958.
BT 7675. 4964. 8105. 4965. 8130. 4967. 6 4963.1
1
. 09MAROo 16:05:36 PAGE 22
BT 8342. 4968.9 4964.4 8342.1 4967.8 8510. 4968. 8710.
BT 4970.
GR 4960.0 7100.0 4958.0 7150.0 4958.0 7660.0 4964.0 7675.0 4966.0 8105.0
GR 4967.6 8130.0 4959.4 8130.1 4957.4 8148.0 4953.2 8167.0 4952.5 8169.0
GR 4951.3 8174.0 4942.6 8199.0 4943.5 8205.0 4943.8 8207.0 4944.7 8226.0
GR 4945.0 8244.0 4945.3 8246.0 4945.8 8266.0 4948.9 8282.0 4949.7 8284.0
GR 4960.8 8342.0 4967. 8 8342.1 4968.0 8510.0 4970. 0 8710.0
NC 0.3 0.5
* * *... * ** * *** * ** ** ** * * *** ** ***** *** * **... * *+*** ** *.., ** ** * ** * ** * * * *** *... * ** * * *++ ** ***
BEGIN CHANGES INCORPORATED FROM THE 2001 POWER PLANT DROP STRUCTURE/BOAT
CHUTE LOMR.
******************************************************************************
NEW CROSS SECTION INSERTED FOR PROPOSED BOAT CHUTE
SECTION LOCATED APPROX. 175' UPSTREAM OF BURLINGTON NORTHERN RR
Xl 230193 38.00 8189.0 8314.0 230.00 130.00 176.00 .00 .00 .00
X3 7440
GR 4964.0 5990.0 4962 . 0 6600.0 4960.0 7275.0 4960.0 7410.0 4958.0 7440.0
GR 4958.0 7670.0 4956.0 7910.0 4956.0 8115.0 4958.0 8175.0 4959.0 8177.5
GR 4959.0 8189.0 4957.0 8193.0 4956.0 8195.5 4956.0 8198.0 4955.0 8202.5
GR 4954.0 8206.0 4953.0 8208.5 4950.0 8214.5 4949.0 8218.5 4947.0 8222.5
GR 4946.0 8230.0 4945.0 8250.0 4945.0 8261. 0 4946.0 8282.0 4947.0 8286.0
GR 4948.0 8287.0 4949.0 8289.0 4950.0 8290.5 4951. 0 8292.0 4953.0 8296.0
GR 4954.0 8298.5 4955.0 8301.0 4956.0 8303.5 4957.0 8306.5 4958.0 8309.0
GR 4959.0 8314.0 4960.0 8331.0 4968.0 8375.0
NEW CROSS SECTION INSERTED FOR PROPOSED BOAT CHUTE
SECTION LOCATED ACROSS CENTER OF BOAT CHUTE SILL
Xl 230355 32.00 8158.0 8282.8 21 7.00 157.00 162.00 .00 .00 .00
X3 7500
GR 4964.0 6520.0 4962.0 6960.0 4960.0 7340.0 4960.0 7440.0 4958.0 7480.0
GR 4958.5 7520. 0 4958.0 7650.0 4956.0 7955.0 4956.0 8065.0 4958.0 8145.0
GR 4958.0 8158.0 4953.0 8168.0 4953.0 8206.7 4955.0 8206.7 4955.0 8212.7
GR 4952.3 8212.7 4952.3 8215.7 4951.5 8215.7 4951. 5 8235.7 4952.3 8235.7
GR 4952.3 8238.7 4955.0 8238.7 4955.0 8244.7 4953.0 8244.7 4953.0 8272.8
GR 4958.0 8282.8 4959.0 8284.8 4960.0 8287.8 4961. 0 8292.8 4962.0 8296.8
GR 4963.0 8304.3 4966.0 8313.3
NC 0.3 0.5
OLD SECTION 229328
DIVERSION DAM
. ENCROACHMENT FOR EFFECTIVE AREA
******************************************************************************
END CHANGES INCORPORATED FROM THE 2001 POWER PLANT DROP STRUCTURE/BOAT
CHUTE LOMR.
******************************************************************************
Xl 230467 26.00 8145.00 8285.10 113.00 113.00 112.00 .00 .00 .00
X3 7480
GR 4968.0 5240.0 4968.0 5580.0 4966.0 5985.0 4964.0 6580.0 4963.4 6675.0
GR 4962.0 6900.0 4960.0 7345.0 4960.0 7440.0 4961. 5 814 5.0 4955.5 8145.1
GR 4955.5 8211. 0 4956.7 8211.1 4953.7 8218.0 4953.7 8230.0 4956.6 8237.0
GR 4955.6 8237.1 4955.6 8242.0 4954.2 8245.0 4955.6 8248.0 4955.6 8285.0
GR 4962.9 8285.1 4964.0 8310.0 4966.0 8325.0 4968.0 8340.0 4970.0 8375.0
GR 4972.0 8440.0
1
o 9MARO 6 16:05:36 PAGE 23
Xl 230472 .00 .00 .00 5.00 5.00 5.00 .00 .00 .00
X3 7480
NC 0.083 0.104 0.3 0.5
OLD SECTION 229678
Xl 230817 37.00 7670.00 8060.00 520.00 340.00 345.00 .00 .00 .00
X3 10 4962. 4966.
GR 4974.0 5000.0 4972.0 5245. 0 4970.0 5520.0 4968.0 5845.0 4968.0 6050.0
GR 4966.0 6300.0 4964.0 6780.0 4962.0 7155.0 4964.0 7600.0 4964.0 7670.0
GR 4962.0 7720.0 4959.8 7730.0 4958.3 7755.0 4954.3 77 65.0 4954.4 7770.0
GR 4954.5 7780.0 4955.6 7789.0 4956.5 7791.0 4957 . 3 7807.0 4954.2 7829.0
GR 4952.7 7839.0 4953.4 7849.0 4954.1 7851. 0 4954.4 7860.0 4953.6 7887.0
GR 4953.3 7909.0 4954.5 7911.0 4957.5 7929.0 4957.2 7949.0 4956.1 7970.0
GR 4956.4 7972.0 4958.7 8029.0 4966.0 8060.0 4968.0 8260.0 4970.0 8400.0
GR 4972.0 8520.0 4974.0 9140.0 0.0 0.0 0.0 0.0 0.0 0.0
OLD SECTION 229758
COLLEGE AVENUE
SB 0.9 1.56 2.6 0 85. 10. 2076. 10. 4952 . 6 4952.6
Xl 230897 32.00 7700.00 8050.00 80.00 80.00 80.00 .00 .00 .00
X2 1 4963. 4 4963.4 1. 33
X3 10 4962. 4966.
BT 15 5000. 4974. 5340. 4972. 5665. 4970.
BT 6140. 4968. 6560. 4966. 6940. 4964. 7220.
BT 4963.4 7520. 4964. 7725. 4966.1 4963.1 7875. 4966.4
BT 4963.4 8030. 4966.2 4963.2 8205. 4968. 8355. 4970.
BT 8505.0 4972. 9070. 4974.
. GR 4974.0 4910.0 4972.0 5015.0 4972.0 5220.0 4970.0 5620.0 4968.0 5980.0
GR 4966.0 6470.0 4964.0 6775.0 4964.0 7700.0 4960.0 7715.0 4958.7 7720.0
GR 4957.1 7750.0 4955.9 7780.0 4956.0 7782.0 4955.8 7810.0 4954.5 7814.0
GR 4954.5 7826.0 4953.7 7839.0 4952.6 7841.0 4952.9 7854.0 4954.3 7877.0
GR 4955.8 7899.0 4955.4 7901. 0 4957.6 7909.0 4957.5 7934.0 4956.3 7961.0
P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RClOOQ06.doc
Page 13 of 49 Created on 3/9/2006 4:06 PM