FLOOD03098

• County: Larimer
• Community: Fort Collins
• Stream Name: Cooper Slough, Boxelder Creek
• Basin: South Platte
• Title: Master Drainageway Planning Study
• Date: 8/1/1981
• Prepared For: Larimer County
• Prepared By: Simons Li & Associates Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

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Table 12, continu~d
BOX ELDER CREEK

REFERENCE
POINT

2 YEAR FLOOD 10 YEAR FLOOD 25 YEAR FlODD 50 YEAR FLOOD
DISCHARGE ELEVATION DISCHARGE ELEVATION DISCHARGE ElEVATIO~ DISCHARGE ElEVATIO~

to YEAR FLOOD
DI CHARGE ELEVATION

500 YEIIR FLOOD
DISCHARGE ELEVATION

STREMH<[[1
ElEVATION

STATION

lOCATION

42.500 235+40 4946.00 500.00 4950.74 1140.00 4952,61 1870.00 49:;4.70 2760.00 4955.1.4 3f20.00 4955.51 5900.00 4956.12
43.000 239+70 4948.00 500.00 4952.75 1140.00 4954.98 1870.00 4955.97 2760.00 49~6.51 3820.00 4957.02 5900.00 4937.77
44.000 244+20 4951.20 500.00 4954.82 1140.00 4956.41 1870.00 4957.84 2760.00 4958,76 3$20.00 4959,48 5900.00 4960.95
45.000 252+00 4953.80 500.00 4958.44 1140.00 4960.08 1870.00 4961.03 2760"00 496t.89 3820.00 4962.73 5900.00 4963.72
46,000 2~9+70 4956.20 500.00 4960,31 1140.00 4961.73 1870.00 4962,75 2760.00 4963.54 3t2O.00 4964.35 5900.00 4965.53
48.000 268+20 VINE DR. 4967.10 510.00 4968.16 1140.00 4968.56 1870.00 4968,88 2760.00 4969.25 3 20.00 4969.62 5900.00 4970.25
49.000 269+30 4960,50 510.00 4968.26 1140.00 4968.72 t870.00 4969.10 2760.00 4969.51 3820.00 4969.91 5900.00 4970.55
50.000 272+70 4961.30 510.00 4968.26 1140.00 4968.73 1870.00 4969.12 2760.00 4969.54 3;20.00 4969,94 5900.00 4970.59
51.000 280+70 4962.50 510.00 4968.28 1140.00 4968,82 1870.00 4969.31 2760.00 4969.83 3 20,00 4970.35 5900,00 4971.16
52.000 283+40 4964.00 510.00 4968.39 1140.00 4969.06 1870,00 4969.61 2760.00 4970.14 3'20.00 4970.65 5900.00 4971.45
54.000 293+-30 ~~El.Mt~N!l 4974.50 510.00 4974.67 1140.00 4974.79 1870.00 4974,91 2760,00 4975.03 3pO.OO 4975.16 5910.00 4975.38
55.000 295+00 4966.40 510.00 4974.78 1140.00 4974.99 1870.00 4975.20 2760,00 4975.43 3;20.00 4975.68 5910.00 4976.10
56.000 ~302+10 496a.50 510.00 4974.73 1140.00 4974.76 1870.00 4975.14 2760.00 4975.93 3 20.00 4976.39 5910.00 4977.01
57.000 309+60 4974,50 510.00 4976.47 1140.00 4977.22 1870.00 4977.86 2760.00 4978,32 3'20,00 4978.78 5910.00 4979.54
,
58.000 319+50 4974.00 510.00 4979.18 1140.00 4979.70 1870.00 4980.26 2760.00 4980.90 3$20.00 4981.45 5910.00 4982.34
,
59.000 330+30 4978.00 510.00 4981.95 1140.00 4983.28 1870.00 4984.06 2760.00 4984.72 3~20.00 4985.36 5910.00 4986.31
,
60.000 338+90 4982.00 510.00 4986.08 1140.00 4986.23 1870.00 4987,09 2760.00 4987.67 3$20,00 4988.18 5910,00 4988.65
60.100 340+00 4987.00 510.00 4987.99 1140.00 4988.39 1860.00 4988.78 2730.00 4989.11 3?70.00 4989.34 5820.00 4989.89
61.000 341+40 U/S STUDY 4984.00 510.00 4988.35 1140.00 4988.92 1860.00 4989.40 2730.00 4989,87 31]0.00 4990.33 5820,00 4991.06
LIMIT I

37

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