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REP40447
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REP40447
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Entry Properties
Last modified
8/25/2016 12:29:57 AM
Creation date
11/27/2007 8:44:07 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996084
IBM Index Class Name
Report
Doc Date
7/10/2002
Doc Name
Responses to 6/12/02 DMG Review Letter
From
Peak Project Managment
To
DMG
Permit Index Doc Type
Waste Pile/Fill Report
Media Type
D
Archive
No
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RECEIVED <br />INSPECTION OF EXCESS SPOIL FILL <br />Fill Area #7 Construction <br />April 12, 2002 <br />JUL 10 2002 <br />ONiSion of Minerals & Geology <br />The CTL Thompson report dated April 27, 2001, "Stability Analysis and Geotechnical Recommendations <br />Lorencito Surface Mine Phase I" addresses the general requirements as also cited in Sections 4.09.1 to <br />4.09.2 of the Colorado Mined Land Reclamation Board for Coal Mining. <br />ACTIVITIES NOTED DURING INSPECTION <br />Mine was idle during inspection. Light rain was falling. Area was at approximate final grade with the <br />lower three terraces established. Field checks of the final outslopes indicated approximate 3:1 h:v grade. <br />Channels for armoured surface drains were nearing completion. <br />SEDIMENT CONTROL <br />Sediment pond construction has been completed in accordance with plans submitted to and approved by <br />the DMG and as-constructed survey/drawings certified by Registered Land Surveyor and Registered <br />Professional Engineer. All surface run-off from the fill areas is directed to this sediment control facility. <br />SITE PREPARATION <br />Previously completed <br />No evidence of springs or seeps was observed during site preparation. <br />DRAINAGE SYSTEM (IfNDERDRAINS) <br />Previously completed. <br />FILL PLACEMENT <br />CDMG regulations require that spoil be "placed in horizontal lifts in a controlled manner, concurrently <br />compacted as necessary to ensure mass stability". Maximum lift thicknesses are not specified. Lifts were <br />placed in accordance with plans specified by the CTL Thompson report. <br />Spoil material was transported to the fill area using a combination of trucks and dozers. Lift thicknesses of <br />up to 50 feet were placed within the area removed from the fill face by more than 50 feet. Thinner lifts of <br />6 to 8 feet with leveling and compactive effort supplied by dozers and trucks were utilized as fill placement <br />advanced within fifty feet of the slope face. <br />COVER MATERIAL <br />No cover material placed on the excess spoil. Area will be stacked prior to placement of final cover. <br />
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