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2021-08-17_REVISION - M1977342
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2021-08-17_REVISION - M1977342
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Last modified
8/17/2021 4:47:39 PM
Creation date
8/17/2021 3:46:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
Revision
Doc Date
8/17/2021
Doc Name
Adequacy Review Response
From
Climax Molybdenum Company
To
DRMS
Type & Sequence
TR34
Email Name
PSH
JLE
Media Type
D
Archive
No
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Climax Molybdenum Company HENDERSON MINE SWMP <br /> Empire, CO April 2021 <br /> 2.2 Areas Subject to Effluent Limitations Guidelines <br /> None of the potential storm water discharge areas addressed under this SWMP are subject to <br /> effluent limitations guidelines. <br /> However, disturbed areas associated with the URAD WTP(see Figure 2)contribute runoff that <br /> is collected in the treatment ponds, comingles with process water and is ultimately discharged <br /> under the authority of process water discharge permit CDPS CO-0041467. <br /> 2.3 Site Plan <br /> Facility diagrams and maps detailing the location of the facilities and surrounding topography <br /> are provided in Appendix A and include the following. <br /> Figure Title Purpose <br /> Illustrates the location of storm water permit areas associated with <br /> the Mine as well as general drainage patterns and flow directions <br /> I Mine Storm Water and the locations of outfalls,potential storm water pollutant sources, <br /> Management Map areas of soil disturbance,location of surface water bodies located in <br /> or next to the facility, identification of existing structural control <br /> measures and location of impervious structures. <br /> Illustrates boundaries of the URAD WTP storm water permit areas <br /> associated with the URAD facility as well as general drainage <br /> URAD WTP Storm patterns and flow directions and the locations of outfalls, potential <br /> 2 Water Management storm water pollutant sources and material storage areas. The map <br /> Map also includes areas of soil disturbance, locations of surface water <br /> bodies located in or next to the facility, identification of existing <br /> structural control measures and location of impervious structures. <br /> Page 2-2 <br />
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