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2009-05-04_REVISION - C1980007 (6)
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2009-05-04_REVISION - C1980007 (6)
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Last modified
8/24/2016 3:46:10 PM
Creation date
6/10/2009 11:25:26 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
REVISION
Doc Date
5/4/2009
Doc Name
Pond Design Checklist
From
TAK
To
File
Type & Sequence
TR116
Email Name
TAK
Media Type
D
Archive
No
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<br />Pond Design Checklist <br />Page 3 <br />13. Could dam failure cause loss of life or serious property damage? <br />No, because based on the following observations, there is enough area in the flat area <br />downstream from the pond and in Sylvester Gulch channel (downstream from flat area) <br />to accommodate the pond discharge after failure. <br />Maximum water volume in pond = 1.2 million gallons =13,333 cf <br />Half of the water (6667 cf) from the pond could cover part of the flat area a short distance <br />downstream from the pond: 67 ft wide X 1 ft deep X 100 ft long (the flat area is much <br />larger than 67 ft wide X 100 ft long). <br />The other half of the water could cover an area in a broad Sylvester Gulch channel, <br />downstream from the flat area, measuring 200 ft long X 1 ft deep X 34 ft wide. (The <br />Sylvester Gulch channel is at least 1500 ft longer than this and is much wider than this.) <br />This water would flow downstream to a narrower channel area approximately 200 ft long, <br />immediately upstream from Highway 133 that is roughly 6 ft wide by 12 ft deep. <br />It would take an estimated 128 seconds for all of the water (13,333 cf) to pass through <br />the 8 ft X 6 ft concrete box culvert underneath Highway 133 (which is 3600 ft <br />downstream from the pond) if flow velocity is 5 fps and the culvert flows at half its <br />maximum cross-sectional capacity.
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