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2010-09-29_REVISION - M1981185 (12)
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2010-09-29_REVISION - M1981185 (12)
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Entry Properties
Last modified
6/15/2021 5:55:59 PM
Creation date
9/30/2010 10:57:16 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981185
IBM Index Class Name
REVISION
Doc Date
9/29/2010
Doc Name
Conversion Application for a 112(d) Permit Part 1 Exhibit A thru Exhibit I Attachment 1
From
Wildcat Mining, Co.
To
DRMS
Type & Sequence
CN1
Email Name
WHE
Media Type
D
Archive
No
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May Day and Idaho Mine Complex 112 (d) Permit Application <br />Section 6.4.20(8). The shaded units are located in the mine area. (Sources: Eckel, 1949; <br />Topper et. al., 2003): <br />Age <br />Formation <br />San Juan Basin <br />Hydrogeologic <br />Unit <br />Hydrologic <br />Characteristics <br />Upper Cretaceous <br />Mancos Shale <br />Confining Layer <br />Well yields as much as 10 gpm <br />Dakota Sandstone <br />Dakota Aquifer Well yields as much as 10 gpm <br />Uppex Jurassic <br />, ;JuncionGreekSandstone;;� <br />Jurasd <br />sic an <br />U er Triassic <br />Morrison Forriafion <br />z <br />Wanakah Formation <br />Eritrada Saricfsfone <br />Dolores Formation y <br />MarrisonA y 'uifer Well yieldsasmuchas2`5 m <br />',i.n. ,,,�r� y ,. �k xV <br />Mo � <br />a "l l'otsi' if canntE nColorado <br />Not'consderedsigiiificanirW <br />w `. Coloradan m <br />Permian <br />Cutler Formation <br />Base of San Juan Basin -not considered significant in <br />Colorado <br />Rico Formation <br />Pennsylvanian <br />Hermosa Formation <br />Further discussions on the relationships of aquifers with respect to the mining operations <br />are presented in Section 6.4.20(8), Exhibit T. <br />(c) Runoff Plan <br />Baseline mine site surface water drainage basin delineation is illustrated on Figure G -1. Detailed <br />surface water flow characteristics for the 2, 10, 25 and 100 year storm peak flows and discharge <br />flow velocities for the mine site and associated structures are presented in the Storm Water <br />Management Plan (SWMP) as summarized in Attachment T -4. <br />6.4.7(3) Projected Water Requirements <br />The following activities associated with the mining operations on site include: <br />• Mining and Milling <br />• Dust Control <br />Mining and Milling: The estimated project requirements for milling are 1 ton of water for every <br />ton of ore milled during milling. This equates to a flow rate of 40 gpm, with 30 gpm planned to <br />be recovered through recycling, leaving a total of 10 gpm for milling. The total estimated annual <br />volume of water required for milling and mining activities is 2.80 acre feet per year. <br />Dust Control: The estimated volume of water included the consideration of a road length of ten <br />thousand two hundred (10, 200) feet. This equates to an estimated volume of 2.5 gallons per <br />. minute. The total annual volume of water estimated for dust control is 4.21 acre feet per year. <br />May Day Idaho Mine Complex 112(d) Permit Application <br />September 21, 2010 <br />
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