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PERMFILE120058
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PERMFILE120058
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Entry Properties
Last modified
8/24/2016 10:18:56 PM
Creation date
11/25/2007 8:11:48 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1986147
IBM Index Class Name
Permit File
Doc Date
11/12/1986
Doc Name
HARLEY PIT I - FN M-86-147-ADEQUACY RESPONSE
From
ENVIRONMENT INC
To
MLRD
Media Type
D
Archive
No
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Harley Pit I, MLRB•ile 8 M-86-147 • <br />Adequacy response continued <br />Exhibit B (4) cont. <br />very desireable for making asphalt. The lower strata is a <br />clean sand and gravel that is good for concrete. Depending <br />on the amount and demands for each material type it may be <br />necessary to create two benches (excavation areas) since they <br />would be mined at the same time. These benches would only be <br />present during mining. The benches will be removed and the <br />entire face sloped at 2h to lv at reclamation. The typical <br />bench cross-section will better show what we foresee but the <br />excavation areas may not be adjacent to each other as shown. <br />a. Our best guess would be 100 feet wide. <br />b. Access is from above, the elevation of the entrance is <br />approximately that of the upper level of the mine. An <br />interior pit road will be constructed into the first <br />bench once it is opened. <br />c. Enough material will be left so that regrading will be a <br />cut/fill type of operation. <br />5) The side slopes will be native sand and gravel. This is a <br />rather large deposit of Rocky Flats Alluvium material that <br />extends beyond the permit boundary. Sterling will only be <br />cutting into that deposit. As far as structural properties go, <br />the side slopes will be in-situ material and should be as <br />stable as undisturbed slopes would be. Please refer to the <br />attached cross-section for a pictorial explanation of the <br />geological setting. <br />6) That is correct. This material is a very porus sand and <br />gravel and any water that might collect would tend to filter <br />into the surrounding slopes or flow along the top of the <br />shale into the surrounding terrace deposit. <br />7) Slopes surrounding the pit, ones that will not be continually <br />disturbed will be graded accordingly and seeded with the <br />approved seed mixture. We donot expect a problem with <br />erosion on the site. The average annual rainfall is 14.7" an <br />average of 1.23' per month, described previously the material <br />is inherently absorbent. The source from this information is <br />Climatology report 77-1, a Dept. of Atmospheric Science, CSU. <br />8) Since any water falling on the site will be directed into the <br />mined area we may have to construct a small temporary settling <br />pond from which it will either filter thru the terrace material <br />or evaporate leaving the sediment material on site. It is <br />entirely possible that no runoff will be encountered during <br />the life of this Pit. Until the pit is opened the exact <br />location of this pond will be unknown. <br />2 <br />
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