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GENERAL30331
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Last modified
8/24/2016 7:47:54 PM
Creation date
11/22/2007 10:11:55 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977310
IBM Index Class Name
General Documents
Doc Date
3/6/2006
Doc Name
Third Review
From
DMG hhp
To
DMG
Permit Index Doc Type
DMO
Media Type
D
Archive
No
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Actual inflows into even fractured bedrock would be less than 1/10 of the total precipitation in a <br />precipitation event. The notion that 1/10`h of the surface precipitation could actually reach <br />bedrock mudstone is unrealistically high, and therefore conservative for modeling purposes. <br />While this input assumption would tend to generate greater appazent attenuation by dispersion, it <br />also speeds the apparent travel time. <br />5. The assumption that native rock units are more transmissive than actual measurements for those <br />units and/or published ranges for similar lithologies is a conservative assumption. The assumption <br />of azbitrarily high transmissivities would speed the flow of contaminants through the formation. <br />6. The assumption of neutral pH, after equilibration with carbonate-bearing host rocks, is moot to the <br />dispersion calculations. <br />7. Dilution of U concentrations as a surrogate for dilution of other contaminants (Al, As, Pb and Se) <br />is acceptable. Dilution by 1000x of any of the pazameters that exceeded standards according to <br />the SPLP results is conservative. <br />Overall, the Division accepts that the model results and modeling approach are conservative insofar as <br />their utility for predicting worst-case condition for transport of contaminants through unsaturated media. <br />Despite the conservativeness of the dispersion model input pazameters, the model interpretations rely in <br />some cases on information that is presumed or inferred. The following critique identifies further <br />shortcomings in the model interpretations, and lays out data gaps that would need to be filled in order for <br />the model interpretations to be acceptable. <br />SM-18. The Division accepts that contaminants from waste rock piles or underground workings within <br />approximately % mile of the SM-18 / Wright mine dump would be sufficiently diluted well before <br />reaching the water table. The Division therefore should no longer consider SM-18 mine to be a <br />Designated Mining Operation, unless new evidence justifies reconsideration of this conclusion. <br />JD-9. The Division recognizes that the mine is being developed in a zone that requires pumping water <br />from a perched aquifer in the Salt Wash member of the Morrison formation. The Division accepts that <br />water quality of this perched aquifer, while quite saline, is still what the Safe Drinking Water Act would <br />consider a US Drinking Water source (USDW), because it has TDS concentrations less than 10,000 mg/L. <br />Contaminants cannot be dischazged into a USDW without permit, so water quality there is protected by <br />regulations promulgated under the Safe Drinking Water Act, which is reflected in the groundwater <br />regulations of the Water Quality Control Act, which in turn is the Act to which the Division defers in <br />carrying out our implementing agency authority for groundwater. The operator's inference that the <br />Division needs not be concerned with discharges into aquifers having TDS concentrations greater than <br />500 mg/L TDS is in error (see Water Quality Control Commission, Basic Standards for Groundwater, <br />Regulation 41). <br />Because the mined material has the potential to release acid and toxic substances in excess of groundwater <br />standards, based on SPLP results, it is evident on its face that re-flooding of underground workings with <br />perched aquifer water from the Salt Wash formation would have the potential to violate state-wide <br />standards. Therefore, the Division considers that the JD-9 mine is a Designated Mining Operation. <br />The operator may elect to have this determination reconsidered by identifying in more detail the quality of <br />water in the perched aquifer and conducting appropriate, representative (not conservative) water-rock <br />interaction tests or other leach tests to support a revised interpretation. Until such results are received, <br />this operation should be considered a DMO, and the operator should take measures to construct <br />
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