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2012-04-24_REVISION - M1999058
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2012-04-24_REVISION - M1999058
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Last modified
6/16/2021 5:51:35 PM
Creation date
4/24/2012 3:14:32 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999058
IBM Index Class Name
REVISION
Doc Date
4/24/2012
Doc Name
TECHNICAL REVISION
From
COLORADO STONE QUARRIES
To
DRMS
Type & Sequence
TR1
Email Name
GRM
Media Type
D
Archive
No
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Collection Ditch for Basin 3 <br />Channel Type: Triangular, Equal Side Slopes <br />Dimensions: Left Side Slope 1.00:1 <br />Right Side Slope 1.00:1 <br />Wetted Perimeter: 0.89 <br />Area of Wetted Cross Section: 0.10 <br />Channel Slope: 34.8400 <br />Manning's n of Channel: 0.0400 <br />Discharge: 0.50 cfs <br />Depth of Flow: 0.31 feet <br />Velocity: 5.07 fps <br />Channel Lining: Rock <br />Freeboard: 0.30 feet <br />Collection Ditch for Basin 4 <br />Channel Type: Triangular, Equal Side Slopes <br />Dimensions: Left Side Slope 1.00:1 <br />Right Side Slope 1.00:1 <br />Wetted Perimeter: 0.73 <br />Area of Wetted Cross Section: 0.07 <br />Channel Slope: 53.4000 <br />Manning's n of Channel: 0.0400 <br />Discharge: 0.37 cfs <br />Depth of Flow: 0.26 feet <br />Velocity: 5.52 fps <br />Channel Lining: Rock <br />Freeboard: 0.30 feet <br />Note: The installation of this ditch was extremely difficult and portions were constructed of concrete on the steep <br />slope. The ditch has performed well since it was installed in 2010. <br />Collection Ditch for Basin 5 <br />Channel Type: Triangular, Equal Side Slopes <br />Dimensions: Left Side Slope 1.00:1 <br />Right Side Slope 1.00:1 <br />Wetted Perimeter: 1.21 <br />Yule Quarry April 2012 30 <br />
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