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REV104791
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Entry Properties
Last modified
8/25/2016 1:16:13 AM
Creation date
11/22/2007 1:20:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999069
IBM Index Class Name
Revision
Doc Date
9/19/2005
Doc Name
Construction Materials Regular (112) Operation Reclamation Permit Application Form
From
Jake Kauffman & Son Inc.
To
DMG
Type & Sequence
AM1
Media Type
D
Archive
No
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EXHIBIT E <br />Reclamation Plan <br />Developed water storage and pastureland will be the final reclaimed use for the <br />Wagner/Kauffinan Pit #3 site. The site is zoned for industrial uses and, in this area of Larimer <br />County, agriculture, mining, and post mining open space are predominant land uses along the <br />Big Thompson River. Therefore, the proposed post mining use is compatible with surrounding <br />land uses. <br />Phase I and areas of Phase II will be backfilled, graded, and seeded to create pastureland. The <br />majority of Phase II and Phase III will be reclaimed as water storage reservoirs with a storage <br />capacity of approximately 2,000 acre-ft (see Reclamation Plan Map, Exhibit F). The remaining <br />area within the proposed permit boundary will consist of reservoir shoreline, access roads, and <br />reclaimed or otherwise undisturbed land. The approximate acreage of each of these azeas is: <br />Final Land Use Area (acres) <br />Reservoirs 115 <br />Pastureland 97 <br />Access roads 1 <br />Reclaimed or undisturbed land 28 <br />TOTAL 241 <br />Some roads inside the proposed permit boundary will remain for accessing and maintaining the <br />reservoirs and pastureland. The existing vehicle access road between Phase I and Phase II will <br />remain. Unimproved roads azound all reservoirs will also remain. <br />Water Storage Reservoirs <br />In general, the mining areas will be mined to the claystone bedrock. The relatively impermeable <br />bedrock will makeup the bottom of the reservoirs in Phase II and Phase III. The reservoirs will <br />also be sepazated from the surrounding alluvial aquifer by a clay liner side slope. The liner will <br />be part of the reservoir embankment, keyed into the bedrock material, and extending upwazd <br />through the entire height of the saturated alluvium. Design specifications and quality control <br />procedures used during construction of the liner will ensure that the reservoirs meet State <br />Engineer's Office (SEO) performance standazds for permeability. During reclamation activities, <br />the liner will be monitored for compliance with design specifications as presented on Exhibit F, <br />Reclamation Plan Map. <br />All reservoir slopes left by the mining operation will be reclaimed to at least 3H:1 V final grade. <br />Reclamation of the side slopes will be concurrent with mining activities, with reclamation <br />activities following as closely behind the mining operation as possible. Since reclamation will <br />be concurrent with mining, most soil, overburden, and bedrock material excavated during mining <br />will be used almost immediately. Bedrock claystone and overburden material will be placed <br />Jake Kauffman and Son, lnc. -Wagner/Kauffman A'( <br />OMG 112 Permit Amendment <br />Page 8 <br />
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