FLOOD10393 ‎(2)‎

• County: Morgan
• Community: Morgan County
• Stream Name: Kiowa Creek
• Title: Rehabilitation Assistance for Non-Federal Flood Control Projects - Eligibility Inspection Report for Kiowa Creek Control Levee, Morgan County, Colorado
• Date: 12/1/2000
• Prepared For: US Army Corps of Engineers - Omaha District
• Prepared By: Golder Associates, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

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December 2000

-3-

003-2176

2. Design

a. General: The typical cross-section of the levee is provided on
Figure 3.
b. Levee Height: The levee }rights generally range from 8 to 15 feet

and average about 9 feet.
location are as follows:
Station 0+56: 15 feet
Station 5+00: 15 feet
Station 10+00: 11 feet
Station 15+00: 6 feet
Station 20+00: 7 feet
Station 25 +00: 9.5 feet
Station 30+00: 6 feet
Station 35+00: 15 feet
Station 40+00: 14 feet
Station 45 +00: 13 feet
Station 50+00: 15 feet
Station 55+00: 8 feet

The levee heights at each cross-section

Station 60+00: 7 feet
Station 65 +00: 10 feet
Station 70+00: 10 feet
Station 75+00: 12 feet
Station 80+00: 10 feet
Station 85 +00: 10 feet
Station 90+00: 10 feet
Station 95+00: 8 feet
Station 100+00: 3 feet
Station 104+00: 1 feet
Station 105+00: 0.57 feet

c. Crown Width: The crown widths generally range from 11 to 18 feet
and avJrage about 12 feet. The crown widths at each cross section
location are as follows:
Station 0+56: 12 feet Station 60+00: 12 feet
Station 5 +00: 12 feet Station 65 +00: 11 feet
Station 10+00: 18 feet Station 70+00: 12 feet
Station 15+00: 16 feet Station 75+00: 11 feet
Station 20+00: 13 feet Station 80+00: 11 feet
Station 25+00: 14 feet Station 85+00: 11 feet
Station 30+00: 15 feet Station 90+00: 11 feet
Station 35+00: 17 feet Station 95+00: 11 feet
Station 40+00: 14 feet Station 100+00: 12 feet
Station 45+00: 15 feet Station 104+00: 11 feet
Station 50+00: 13 feet Station 105+00: 11 feet
Station 55+00: 14 feet

d. Side Slopes: The side slopes generally range between 1 V:2H to 4H
for lands ide slope and range between IV:2H to 4.5H for riverward
slopes. The side slope at each cross section are as follows:
Station 0+56: Landside IV:2.5H Station 60+00: Landside IV:4H
Riverside 1 V:2.5H Riverside 1 V:3.5H
Station 5+00: Landside IV:3.5H Station 65+00: Landside IV:2.5H
Riverside 1 V:3H Riverside 1 V:3.5H
Station 10+00: Landside 1 V:2H Station 70+00: Landside 1 V:3H
Riverside IV:3H Riverside IV:3H

C;\ UNZIPIWIGGINS\2176R I A.DOC

Golder Associat(:0s