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2011-02-23_REVISION - C1981019
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2011-02-23_REVISION - C1981019
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Entry Properties
Last modified
8/24/2016 4:31:10 PM
Creation date
2/25/2011 8:36:20 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
REVISION
Doc Date
2/23/2011
Doc Name
Ground Water Review (Memo)
From
Tom Kaldenbach
To
Janet Binns
Type & Sequence
PR3
Email Name
JHB
TAK
Media Type
D
Archive
No
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STATE OF COLORADO <br />DIVISION OF RECLAMATION, MINING AND SAFETY <br />Department of Natural Resources <br />1313 Sherman St., Room 215 <br />Denver, Colorado 80203 <br />Phone: (303) 866-3567 <br />FAX: (303) 832-8106 <br />MEMO <br />COLORADO <br />D IV IS I ON OF <br />RECLAMATION <br />MINING <br />SAFETY <br />DATE' February 23, 2011 John W. Hickenlooper <br />Governor <br />FROM: Tom Kaldenbach `fie- Mike King <br />Executive Director <br />To: Janet Binns Loretta E. Pineda <br />Director <br />Re: Colowyo Mine (C-1981-019), PR-3, Ground Water Review <br />The following comments can be forwarded to the operator. (Additional review comments on ground <br />water topics have previously been provided to you by Kent Gorham and Rob Zuber.) <br />1. Please add a notation to Table 2.04.7-42 explaining the meaning of the abbreviation "ND". <br />2. Please add to Section 2.05.6(3)(b(iii) a calculation of annual seepage of spoil water into the <br />downdip pitwalls of both pits, using the Darcy equation for flow through a porous medium. The <br />equation is Q = KA(h/l), where Q is volume of flow per unit time, K is hydraulic conductivity, <br />and h/1 is the hydraulic gradient (USGS Ground Water Manual, 1977, page 20). Please use in the <br />calculations a hydraulic gradient of 0.1 ft/ft, based on a representative 6-degree bedding plane dip <br />in the area (hydraulic gradient = tangent of 6 degrees = 0.1). <br />3. Please revise the prediction of spoil spring discharges to the surface (Section 2.05.6(3)(b(iii)) to <br />reflect the requested calculations of annual pitwall seepage. <br />4. The DRMS will complete its review of the proposed hydrologic monitoring plan after receiving <br />the requested calculations of pitwall seepage and spoil spring discharges. <br />5. The groundwater lab parameter table in Section 4.05.13 indicates several metals will be analyzed <br />for the "total dissolved" concentration, rather than the "dissolved" concentration. When analyzing <br />a sample for the "total dissolved" concentration, will particulates of the constituent be removed <br />from the sample before performing the analysis? <br />6. In the groundwater lab parameter table in Section 4.05.13, please change the analysis for iron <br />from "total" to "dissolved". Although DRMS Rule 2.04.7(1) specifies analysis for "total" iron in <br />baseline data collection, the standards for iron in the Basic Standards for Groundwater (Colorado <br />Water Quality Control Commission Rule 41) are for the "dissolved" concentration. <br />Office of Office of <br />Mined Land Reclamation Denver • Grand Junction Durango Active and Inactive Mines
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