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HYDRO24938
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Last modified
8/24/2016 8:44:50 PM
Creation date
11/20/2007 5:09:51 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Hydrology
Doc Date
12/14/1987
Doc Name
DRAFT PERMIT FOR PUBLIC NOTICE WESTERN FUELS UTAH INC PN CO-0038024
Permit Index Doc Type
NPDES
Media Type
D
Archive
No
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<br />COLORADO DEPARTMENT OF HEALTH <br />Water Quality Control Division <br />4210 East 11th Avenue <br />Denver, Colorado 80220 <br />ZaTIONALE <br />e4~1ENDMENT iJO. 5 <br />WESTERN FUELS - UTAH, INC. <br />PER?!IT NUMBER CO-0038024 <br />RIO BLANCO COUNTY <br />FACILITY DESCRIPTION: <br />By letter of July 27, 1987, the permittee has requested an additional outfall, <br />which would be used as an alternate discharge point for mine water. The mine <br />water is currently pumped about 1.8 miles to pond PP-2 where it is commingled <br />with shop and conveyor washdown, WTP reject water and W~TF effluent. The new <br />outfall would serve as a discharge point strictly for mine water and would <br />necessitate pumping only about 0.4 mile. Settling would occur in as 8 million <br />gallon underground sump. The new outfall shall be numbered outfall 023. <br />Discharge will go to Scullion Gulch at a point approximately one half mile <br />above confluence with the White River. iIo livestock or wildlife typically use <br />Scullion Gulch along this stretch. Access to the majority of the gulch is <br />restricted by fencing. Sheep graze above the mine site, but not along or <br />below it. <br />EFFLUENT LIMITATION EVALUATION: <br />Scullion Gulch is part of Segment 13a of the White River Sub-basin. Segment <br />13a has no metals standards. Thus, the discharge is evaluated against the <br />neat Segment (12 ), which is the mainstem of the White River. <br />The 7-day, 10-year low flow CQ7_10) for the White River is 140 cfs. The <br />permittee has stated that a maximum of 79,200 gallons would be discharged per <br />week, but he cannot estimate the daily maximum flow at this time. <br />For a conservative approach, we will assume that the entire 79,200 gallons <br />(0.123 cfs) could be discharged in a single day. This would yield a ratio of <br />1138:1. At this high dilution no specific metals limitations would be <br />necessary. Appendix A shows calculations for a few parameters to illustrate <br />this point. Appendix B shows the results of two analyses of this water. The <br />only parameter of concern is total dissolved solids, which will be discussed <br />later. <br />
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