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PERMFILE47768
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PERMFILE47768
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Entry Properties
Last modified
8/24/2016 10:49:47 PM
Creation date
11/20/2007 1:17:57 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1987113
IBM Index Class Name
Permit File
Doc Date
6/25/1987
Doc Name
APPLICATION FOR A MLR PERMIT
Media Type
D
Archive
No
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MINING PLAN (cont) EXHIBIT D <br />' part of the alluvium varies from one to six feet in thickness and <br />' is a clayey to pebbly silt. Underlying this silt is zero to six <br />feet of gravel that is cemented with calcium carbonate. In the <br />adjacent Church Pit this alluvium varies in depth from 15 to 30 <br />' feet, the USGS notes that it can be as thick as 50 feet or more. <br />SOILS AND OVERBURDEN <br />' it should be noted that the SCS text estimates a uniform 18 <br />inches of soil that it describes as a grayish brown-brown cobbly, <br />' sandy loam in which the cobbles range from 50 to 75 percent by <br />volume. There are three soil map units on or adjacent to the <br />' mining site (see Exhibit I/J). <br />MINING TIMETABLE <br />Thecontinuing uncertainty of economic conditions in theconstruc- <br />' tion industry precludes an accurate forecast of demand during the <br />life of the mine. Therefore, the operator has elected to estimate <br />' a mining timetable based on an average year and expects a specific <br />year to vary widely from the average. <br />' The following timetable indicates the total area in each stage. <br />' <br /> ESTIMATED !LINING TIMETABLE <br /> Mining Acres + Undist. Total Est. <br /> Sta°e Y ear s Total Mined Setback Ditch a c+ yd <br />' 1 3 to 5 28.75 28.03 1.76 0.00 1,288,228 <br /> 2 3 to 5 25.84 26.20 0.61 0.00 1,249,106 <br />' 3 <br />4 3 <br />3 to <br />to 5 <br />5 40.96 <br />46.97 32.91 <br />38.37 1.60 <br />5.99 7.11 <br />6.43 1,409,556 <br />1,638,452 <br /> 5 3 to 5 27.55 26.31 2.27 0.00 1,201,678 <br /> 6 3 to 5 27.35 24.87 2.48 0.00 1,151,920 <br />' 7 3 to 5 .5 oR ~4 ~ 7R ~ 3 -nom <br /> TOTALS 223.40 199.89 17.49 13.54 8,959,454 <br />1 <br />1 <br />1 <br />9 <br />
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