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REP29074
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REP29074
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Entry Properties
Last modified
8/24/2016 11:59:35 PM
Creation date
11/27/2007 5:13:32 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981047
IBM Index Class Name
Report
Doc Date
3/24/1994
Doc Name
1993 AHR comment response
From
MINREC INC
To
DMG
Annual Report Year
1993
Permit Index Doc Type
HYDROLOGY REPORT
Media Type
D
Archive
No
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MINREC, INC. <br />2768 COMPASS DRIVE, SUITE 101 <br />GRAND JUNCTION, COLORADO 81506 <br />PHONE: (303) 245-4101, FAR 242-7908 <br />BLUE RIBBON MINE <br />March 22, 1994 <br />C. E. Johnston <br />Division of Minerals and Geology <br />1313 Sherman St., Room 215 <br />Denver, Colorado 80203 <br />Re: 1993 Annual Hydrologic Report <br />Permit No. C-81-047 <br />Dear Ms. Johnston: <br />iii iiiiiiiiiiii iii <br />RECEIVED <br />MAR 2 41994 <br />Ci:-ision et ~ninerals s lieorcnu <br />Enclosed is Minrec's 1993 Annual Hydrologic Report for its Blue <br />Ribbon Mine. The report and data sheets can be inserted in the <br />three ring binder submitted with the 1983 report. <br />The Division's letters dated November 26 and December 6, 1993 <br />transmitted comments and questions regarding the 1992 AHR. <br />Following are Minrec's responses to those concerns: <br />1. A description of how the hydrologic monitoring is performed is <br />included on page 3 of the 1993 AHR. <br />2. Only one flow measurement is taken for Hubbard Creek. It is <br />recorded as the flow for upper Hubbard Creek. The reason only <br />one measurement is taken is that the monitoring program is not <br />attempting to determine differences in upstream and downstream <br />flows in Hubbard Creek because the Blue Ribbon Mine has <br />virtually no means that it could impact the quantity of flow <br />in Hubbard Creek. <br />3. A graph has been provided for piezometer P-2 in this report. <br />4.. The quantity of flow from the bench underdrains in acre-feet <br />is calculated as follows. The flow used in the equation is in <br />gallons per minute. <br />[[(Flow 4th 1/4 1992) + 2*(Sum of the Flow 1st, 2nd and 3rd <br />1/4 1993) + (Flow 4th 1/4 1993)][ * 1/8 * 60 * 24 * 360]/ <br />(43560 * 7.48) <br />Please let me know if there are any questions. <br />Sincerely, <br />k..J ~~~~ <br />Jim Stover, P.E. <br />Chief Engineer <br />
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