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PERMFILE43298
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PERMFILE43298
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Last modified
8/24/2016 10:45:45 PM
Creation date
11/20/2007 11:31:20 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981012A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
EXHIBIT 08 HYDROLOGY AND GEOLOGY INFORMATION
Media Type
D
Archive
Yes
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<br />C <br />I <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />iii <br /> • <br />LIST OF TABLES <br />Paoe <br />Hydraulic Properties of Core Samples ......................... 17 <br />Summary of Bedrock Pumping Test Results ...................... 23 <br />Summarv of Parameters Used For Inflow Calculations <br />To Maxwell Mine ............................................ 30 <br />Summary of Maxwell Kline Inflow Calculations .................. 30 <br />Comparison of Quality of Mine Discharge With Upstream <br />Waters ..................................................... 36 <br />Comparison of Water Quality In Bedrock and Maxwell <br />Mine Discharge ............................................. 39 <br />Effect of Maxwell Mine Discharge on Stream Quality <br />at Low Flow. and Mean Flow .................................. 40 <br />Effect of Allen Mine Discharge on Stream Quality <br />at Low Flow ................................................ 42 <br />Climatology Data For Allen Cline .............................. 44 <br />Calculation of Precipitation Available For Infiltration <br />or Runoff .................................................. 48 <br />Calculation of Evaporation With Water Not Limiting........... 47. <br />4Jater Balance Calculations ................................... 50 . <br />Chemical Analysis of Seepage From Waste Oump- <br />Allen Mine, itay 23, 1980 ................................... 51 <br />Effect of Allen Dump Seepage on Stream Quality at <br />Low Flow ................................................... 53 <br />Extent of Drawdown of Piezometric Surface During Mining- <br />~Maxwell Mine ............................................... 56 <br /> <br /> <br /> <br />
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