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2011-02-15_REVISION - C1980004 (2)
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2011-02-15_REVISION - C1980004 (2)
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Entry Properties
Last modified
8/24/2016 4:31:02 PM
Creation date
3/7/2011 2:06:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980004
IBM Index Class Name
Revision
Doc Date
2/15/2011
Doc Name
Preliminary Adequacy Review
From
DRMS
To
McClane Canyon Mining, LLC
Type & Sequence
PR2
Email Name
MPB
SB1
Media Type
D
Archive
No
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Corey Heaps <br />McClane Canyon Mining, LLC <br />February 15, 2011 <br />Page 19 <br />96. In the Structure Summary on page 30 and 35 of Appendix M, there are several structures with <br />asterisks. The footnote on page 35 explains that these structures have incomplete design <br />parameters. Please explain. <br />97. It appears that several revisions need to be made to Table 3.1 -1: <br />• The side slopes for ditch R11 should be 1.5 instead of 2.0. Please revise accordingly. <br />• The ditch depth for ditch D -R13 -1 should be 1.03 feet instead of 1.3 feet. Please revise <br />accordingly. <br />• The values for the right side slope and the left side slope need to be switched for ditches <br />R17, R18 and R20. Please revise this table. <br />• The side slopes for ditch R22 -b should be 6.0 instead of 2.0. Please revise accordingly. <br />• The flow values for ditches R22 -a, R22 -b and R22 -c should be 11.4cfs, 38.3 cfs and <br />39.3 cfs respectively instead of the listed values of 17.5 cfs, 42.1 cfs and 43.1 cfs. <br />Please revise these values. <br />98. It appears that Table 4.2 -12 needs a couple of revisions: <br />• In Table 4.2 -12, it appears that the values for the right side slope and the left side slope <br />for ditch D -20 have to be switched. If this is correct, please revise Table 4.2 -12 <br />accordingly. <br />• In Table 4.2 -12, it appears that the D50 value for ditch D -24b should be 9 inches instead <br />of 12 inches. If this is correct, please revise Table 4.2 -12 accordingly. <br />99. It appears that there are several culverts listed in Table 4.2 -13 that do not have Sedcad design <br />runs showing their peak flow calculations. These culverts are C -1 through C -4, C -8 through C- <br />11, C -13 and C -16 through C -18. Please provide these Sedcad designs or point out where in the <br />submittal these designs are located. <br />100. It appears that several revisions need to be made to Figure 2.2 -3: <br />• It does not appear that ditch D -10 is depicted on Figure 2.2 -3, although the label for this <br />ditch is shown. If this is correct, please revise accordingly. <br />• It does not appear that ditch D -27 is shown on Figure 2.2 -3. Please revise this figure if <br />this is correct. <br />• It does not appear that ditch D -36 is labeled on Figure 2.2 -3. If this is correct, please <br />revise Figure 2.2 -3 accordingly. <br />
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