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2007-11-23_HYDROLOGY - M1977300 (6)
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2007-11-23_HYDROLOGY - M1977300 (6)
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Last modified
8/24/2016 3:18:41 PM
Creation date
11/5/2010 12:03:04 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1977300
IBM Index Class Name
HYDROLOGY
Doc Date
11/23/2007
Doc Name
Hydro Eval- Vol. II- AP. E- Mine Pumping Data
From
Cotter and Whetstone
To
DRMS
Permit Index Doc Type
Hydrology Report
Email Name
DB2
Media Type
D
Archive
No
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Appendix E - Mine Pumping Data 1 <br />• 1. MINE PUMPING DATA <br />The first occurrence of groundwater in the Schwartzwalder Mine was recorded in 1959 when an inflow of <br />17 gpm was encountered in the No. 1 Shaft. After 1959, water was pumped from the mine as required to <br />maintain dry working conditions, but because treatment of the discharged water was not required, no record <br />of mine pumping was kept until 1973. Mine pumping records are available, however, from 1973 to 2000. <br />Pumping from the lowest level of the mine, the spiral decline between 2,200 feet and 1,900 feet was <br />discontinued on May 19, 1998 and the decline was allowed to flood. Pumping from the 19 Level was <br />discontinued on May 24, 2000 and the mine has been filling with water since this time. <br />Groundwater inflow to the mine between 1973 and 2000 varied from about 75 gpm to over 600 gpm <br />depending on mine development and construction activities (Figure 1). Mine operations that affected the <br />rate of groundwater inflow and pumpage included: <br />1. Deepening of shafts and mine expansion. Typically, higher inflows occur during the initial shaft <br />sinking and mine expansion, and decrease with time as water is drained from storage in the <br />bedrock. For example, mine inflow increased from about 200 gpm in 1975 to more than 600 gpm <br />in 1976 during sinking of the #3 shaft. In the 2 years after the completion of the #3 shaft, pumping <br />from the mine declined to a low of about 300 gpm. <br />2. Installation of drainage/dewatering boreholes. During the late 1970's and early 1980's drainage <br />from dewatering boreholes completed on the 19 Level increased mine inflow from about 300 gpm <br />to 600 gpm before declining to near 300 gpm again in 1981. <br />3. Plugging of productive boreholes that intersect permeable pegmatites or fractures. In 1994, <br />• boreholes that intersected pegmatite veins were grouted and mine inflow decreased from about 300 <br />gpm to 150 gpm. <br />• <br /> <br />700 <br /> <br />600 <br /> <br />500 <br />d <br />S400 <br />m <br />A <br />a <br />E <br /> <br />m 300 <br />e <br />g <br /> <br />200 <br /> <br /> <br /> <br />100 <br /> <br /> <br /> <br />0 <br />1970 1975 1980 1985 1990 1995 2000 2005 <br />YEAR <br />Figure 1. Groundwater Inflow to the Schwartzwalder Mine, 1973-1999 <br /> <br /> <br /> <br /> <br /> m <br />m <br /> I <br />? <br /> 8 <br />? g ? I ? 8 I <br /> <br />N N <br /> <br /> <br />Z Z 0 <br />W ? <br /> <br /> <br />0 Z <br />? <br /> <br />m <br />? <br />? o <br />m <br />E <br />N m <br />U 99 <br />9 S <br />_ <br />K LL <br />4109B.071113 Whetstone Associates
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