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2008-05-29_REVISION - M1977285
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2008-05-29_REVISION - M1977285
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Last modified
6/15/2021 10:32:51 AM
Creation date
10/28/2008 12:22:24 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1977285
IBM Index Class Name
REVISION
Doc Date
5/29/2008
Doc Name
Drainage report for Sunday Mines Group
From
Denison Mines
To
DRMS
Type & Sequence
AD1
Email Name
RCO
Media Type
D
Archive
No
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Topaz Mine <br />Basin Basin Area 100-yr, 24-hr Storm Runoff Runoff Vol Catchment Area Berm Height <br /> Calculated Design Freeboard <br /> (sq-ft) (ac) (in) (in) (ft^3) (sq-ft) (ft) (ft) (ft) <br />3 212,573 4.88 3 2.35 41,629 109,607 0.38 5-6 4.62-5.62 <br />Basin Basin Area 100-yr, 24-hr Storm Runoff Runoff Vol Catchment Basin Calculated Vol Depth <br /> Length Width Bank Slope Min Depth Design Freeboard <br /> (sq-ft) (ac) (in) (in) (ft^3) (ft^3) (ft) (ft) Oft) (ft^3) (ft) (ft) <br />4 114,563 2.63 3 2.35 22,435 190 60 3 22,435 2.30 1.00 3.30 <br />West Sundav Mine <br />Basin Basin Area 100-yr, 24-hr Storm Runoff Runoff Vol Catchment Area Berm Height <br /> Calculated Freeboard Design <br /> (sq-ft) (ac) (in) (in) (ft^3) (sq-ft) (ft) (ft) (ft) <br />3 144,959 3.33 3 2.35 28,388 84,649 0.34 1.00 1.34 <br />Basin Basin Area 100-yr, 24-hr Storm Runoff Runoff Vol Catchment Basin Calculated Vol Depth <br /> Length Width Bank Slope Min Depth Freeboard Design <br /> (sq-ft) (ac) (in) (in) (ft^3) (ft^3) (ft) (ft) (ft/ft) (ft^3) (ft) (ft) <br />4 114,106 2.62 3 2.35 22,346 170 40 1.5 22,346 3.98 1.00 4.98 <br />St. Jude Mine <br />Basin Basin Area 100-yr, 24-hr Storm Runoff Runoff Vol Catchment Area Berm Height <br /> Calculated Freeboard Design <br /> (sq-ft) (ac) (in) (in) (ft^3) (sq-ft) (ft) (ft) (ft) <br />3 137,992 3.17 3 2.35 27,023 65,650 0.41 1.00 1.41 <br />Basin Basin Area 100-yr, 24-hr Storm Runoff Runoff Vol Catchment Basin Calculated Vol Depth <br /> Length Width Bank Slope Min Depth Freeboard Design <br /> (sq-ft) (ac) (in) (in) (ft^3) (ft^3) (ft) (ft) (ftKt) (ft^3) (ft) (ft) <br />4 77,294 1.77 3 2.35 15,137 150 40 1.5 15,137 2.91 1.00 3.91 <br />5 37,405 0.86 3 2.35 7,325 100 30 1.5 7,325 2.98 1.00 3.98
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