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2010-05-27_REVISION - M1999058 (4)
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2010-05-27_REVISION - M1999058 (4)
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Last modified
6/15/2021 2:22:44 PM
Creation date
6/2/2010 8:59:02 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1999058
IBM Index Class Name
REVISION
Doc Date
5/27/2010
Doc Name
PAR Response
From
Colorado Stone Quarries
To
DRMS
Type & Sequence
AM1
Email Name
GRM
Media Type
D
Archive
No
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Velocity: 7.53 fps <br />Channel Lining: Rock <br />Freeboard: 0.30 feet <br />The cross section below illustrates a typical ditch with the freeboard required. <br />eeboord <br />Triongular Channel <br />EGuol Side Slopes <br />Chonnel Lining: Rock <br />If rock lining is needed, it will be 3' size to 6" size maximum over a thickness of 8 inches. This is true <br />for Ditch 1 leading to Sump 1. <br />Additional Sediment Control Measures <br />There is an area of fines on a steep slope on the very north edge of the permit area. This area has had <br />some sediment delivery to the stream below in the past. The slope is approximately 1.411:1 V and does <br />not contain vegetation. Map C-2 shows that this area will receive special attention through the <br />application of an organic compost material or topsoil to aid vegetation growth, which is to be applied to <br />the area and mixed with the existing granular material at a rate of 50 lbs per square yard. Then the <br />prescribed reclamation seed mix will be applied with fertilizer. This seed mix has been very successful <br />at a limestone quarry reclamation project with little topsoil, not far from this location. Finally, a <br />permanent polymer matting will be fastened to the surface, which will not only itself prevent erosion, <br />but it will also allow the vegetation to come up through the mat, further anchoring and stabilizing the <br />slope. The specifications on the mat are shown on the following 4 pages. <br />Yule Quarry April 10 27 <br />7 7
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