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2009-05-12_REVISION - C1981025 (8)
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2009-05-12_REVISION - C1981025 (8)
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Last modified
8/24/2016 3:46:26 PM
Creation date
5/14/2009 3:34:19 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981025
IBM Index Class Name
REVISION
Doc Date
5/12/2009
Doc Name
Propoposed Decision and Findings of Compliance
From
DRMS
To
Minrec Inc
Type & Sequence
RN5
Email Name
JRS
Media Type
D
Archive
No
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conductivity at outfall 001 has ranged from 1,570 umhos/cm to 3,900 umhos/cm, with an <br />average of 2,420 umhos/cm.. The average (1995 - 2005) conductivity of North <br />Thompson Creek was 243 µmho/cm downstream of the mine portals (versus a baseline <br />value of 494 umhos/cm) and 183 µmho/cm upstream of the mine portals (versus a <br />baseline value of 216 umhos/cm). <br />Dissolved Solids <br />There are no receiving stream standards for total dissolved solids. However, the Division <br />considered the additional total salt load on North Thompson Creek. The measured TDS <br />concentration at outfall 001 has ranged from 1,300 mg/1 to 2,100 mg/1, with an average of <br />1,600 mg/l. This compares to an average upstream concentration of TDS of 141 mg/1 <br />(160 mg/l baseline) and a downstream concentration of 203 mg/1 (218 mg/1 baseline). <br />Thus Outfall 001 likely contributed to the rise in concentration between the upper and <br />lower stream monitoring stations.. <br />Depletion of Springs and Seeps <br />Mining may cause the depletion of springs and seeps above the undermined areas. A <br />spring and seep survey conducted by the mine has only identified two springs within the <br />five-year mine plan area. Both springs (designated on the mine subsidence map) flowed <br />less than one gallon per minute, except during the spring, when site SP-2 flows of 20-40 <br />gallons per minute were reported. Both springs flow from the Upper Sandstone and are <br />not adjudicated. Based on the low flow and poor quality, it does not appear that the <br />springs were, or are, a significant component of the surface water regime. On May 20, <br />2003, the last measurement recorded,the flow of Spring 2 was estimated at 0.125 gallon <br />per minute. Should mining have diminished Spring 2 flows, they would now re-appear in <br />Mine No. 1 discharges. There would, thus, not be a significant impact to the surface <br />hydrologic balance. <br />Water Balance <br />There was a one-time loss from the pre-mining hydraulic regime to impounded water of <br />the underground reservoirs from flooding of the areas of coal extraction after pumping <br />ceased. An estimated 363 acre feet in Mine No. 1 and 94 acre feet in Mine No. 3, are <br />stored. Discharges from the Mine No. 1 portal were noticed on April 28, 1988, and from <br />the Mine No. 3 portal on June 26, 1995. Since these times, mine inflows have been in <br />balance with mine discharges. There may be some increase to North Thompson Creek <br />surface flows from diversion of upper groundwater to the portal discharges at the expense <br />of underground recharge of aquifers. Although it is not likely that all of the mine <br />discharge water originates in the aquifers, even this maximum discharge would not <br />significantly affect ground water use, because there is no known beneficial use of ground <br />water in the area of the mine. Water is also impounded in the Long Pond (0.21 acre feet), <br />Treatment Pond 1 (0.17 acre feet), and Treatment Pond 2 (0.20 acre feet). Inflows and <br />outflows of water treatment ponds are now in balance. There is a potential for recurring <br />retention at Pond P-9 of a volume of 1.15 acre feet, and at the Refuse Area Stock Pond of <br />North Thompson Creek C-1981-025 <br />Permit Renewal 05 <br />12 May 2009 <br />29
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