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APPCOR12506
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APPCOR12506
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Entry Properties
Last modified
8/24/2016 6:32:55 PM
Creation date
11/19/2007 2:31:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981031
IBM Index Class Name
Application Correspondence
Doc Date
9/21/1983
Doc Name
STIPULATION NO. 5 RESPONSES
From
J F SATO & ASSOCIATES
To
MLRD
Media Type
D
Archive
No
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Permit No. C-0-31-81 <br />Date 9-21-83 <br />Ref. Page(s) in permit <br />Ref. Map <br />Stipulation No. 5 <br />ROAD DESIGNS FOR HAUL ROADS, ACCESS ROADS, AND LIGHT DUTY <br />ROADS RUST BE CERTIFIED BY A QDALIPIED, REGISTERED <br />PROFESSIONAL ENGINEER AND RUST BE SDBMI'fTED TO AND APPROVED <br />BY THE DIVISION PRIOR TO THE INITIATION OP ANY SURFACE COAL <br />MINING AND RECLAMATION OPERATIONS WITHIN THE NEW PERHIT AREA. <br />Reply <br />The haul roads associated with the mine operation consist of <br />1200 feet of existing road and 400 feet of new road to be <br />constructed. The plan and profile of the existing road and the <br />proposed road are shown on the attached drawings. <br />Erosion control during construction will consist of straw <br />bales placed so as to hold back silt. The embankment will be <br />constructed of material obtained from the area near the existing <br />CF+I spoil pile due east of Pond 'R`. The road surface and <br />eub-base will consist of clean dirt from near the 1983 pit area <br />and material removed from the process of eloping back the road <br />cute on the existing haul road. The characteristics of the <br />disturbed soil near the CF+I pile to be used as surface and <br />sub-base are described by [he analysis attached. The soil !s <br />classified ae Type D by AASHO and ie suitable for the intended <br />purpose. <br />Each layer of [he embankment will be completed, leveled, and <br />compacted before the succeeding layer ie placed. Loads of <br />material will be leveled when placed and kept smooth. The <br />succeeeive layers will be compacted evenly by routing the hauling <br />and leveling equipment over the entire width of the embankment. <br />
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