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2012-07-12_REPORT - C1996084
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2012-07-12_REPORT - C1996084
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Entry Properties
Last modified
8/24/2016 5:03:22 PM
Creation date
7/12/2012 2:26:22 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996084
IBM Index Class Name
REPORT
Doc Date
7/12/2012
Doc Name
1st Quarter 2012 Quarterly Certification of Excess Spoil Fills
From
New Elk Coal Company
To
DRMS
Permit Index Doc Type
Mine Inflow Reports
Email Name
JHB
DIH
Media Type
D
Archive
No
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ACTIVITY DURING INSPECTION: <br />SEDIMENT CONTROL <br />INSPECTION OF EXCESS SPOIL FILL <br />First Quarter 2012 Certification <br />Fill Area No. 7 <br />Date: March 31, 2012... <br />GENERAL DESCRIPTION OR REFERENCE TO SITE PLAN: <br />The CTL Thompson report dated April 27, 2001, "Stability Analysis and Geo- technical 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 />_Removal of Topsoil and Organic Matter <br />_Placement of Under - drains <br />_ Installation of Surface Drainage System <br />Construction of Fill <br />_Placement of Topsoil <br />Seeding <br />X Other Facility in Final Reclamation- Phase I Released <br />Sediment pond construction has been completed in accordance with plans submitted to and approved by the <br />DMG and as- constructed survey /drawings certified by Registered Land Surveyor and Registered <br />Professional Engineer. All surface run -off from the fill area is directed to this sediment control facility <br />known as Pond 7. No discharge occurred during the quarter. Pond is dry. <br />SURFACE DRAINAGE <br />Armored Ditches line the east and west boundary of the fill area. Lateral ditches on the fill face direct <br />runoff to these side ditches. A fourth east -west ditch was constructed at the upper most extent of the fill, <br />connecting to both armored ditches on the east and west perimeters. No erosional problems were noted at <br />the intersections of the lateral ditches and the armored ditches. Slopes are well vegetated and no erosional <br />problems were observed. <br />SITE PREPARATION <br />As indicated in previous inspection reports, organic materials such as brush and trees were removed from <br />the proposed fill area followed by topsoil removal prior to fill placement. Design criteria did not require <br />keyway cuts for steeper valleys with minimal soil cover (fill #7). No evidence of springs or seeps was <br />observed during site preparation. <br />DRAINAGE SYSTEM (UNDERDRAINS) Drain sizes are specified by CDMG regulations for fills which <br />can be classified as Valley Fills. Fill area #7 is not a valley fill. CTL Thompson recommended a minimum <br />6' x 12' triangular section (area = 64 SF) for this size fill. As indicated by previous inspection reports, as <br />constructed drainages generally were more trapezoidal with a top width of 12', bottom width of 8', and <br />average height of 8' (area = 80 SF). Sandstone recovered from durable "channel" sandstone deposits <br />encountered during the mining process was used in drain construction. Mirafi 160 fabric was used in lieu of <br />filter material. <br />
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