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PERMFILE120506
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PERMFILE120506
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Last modified
8/24/2016 10:19:13 PM
Creation date
11/25/2007 8:31:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2005059
IBM Index Class Name
Permit File
Doc Date
11/23/2005
Doc Name
Responses to Adequacy Review Comments for Permit Application
From
Weiland Inc
To
DMG
Media Type
D
Archive
No
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The reclamation plan map (Exhibit F) has been edited in the cross-section <br />view (A-A') to show that the 4 ft. thick clay liner will be keyed a minimum of <br />4 ft. into the underlying shale. <br />The issue regarding mounding of alluvial groundwater has been reviewed <br />and a groundwater modeling report has been provided (Addendum A) to <br />address the potential effects of groundwater mounding- to nearby <br />structures. <br />6.4.7 Exhibit G-Water Information <br />The substitute supply plan (SSP) and well permit application have been <br />submitted to the State Engineers Office (SEO) and has been sent out for <br />review by the SEO's consultant (Wright Water Engineers). We received a <br />request for additional information on November 21, 2005 and will have <br />responded to this request by the date of this letter. It is, however unlikely <br />the SWSP will be approved by the decision date of December 1, 2005, <br />therefore, we request that a condition be placed on the permit that would <br />disallow mihing any deeper that 2 ft. above the normal static groundwater <br />level on the permit area. <br />All dry mining discharge from this site will be pumped through the two <br />existing 18 ih. culverts on the owner's property and into the pond to the <br />north, also owned by the Nelsons. <br />All wells, whether alluvial or bedrock, within and outside of 600 ft. of the <br />proposed permit boundary, are shown on Exhibit C-1 "Pre-Mine Map". The <br />applicant will adhere to the SEO 600 ft well spacing policy. <br />6.4.19 Exhibit S-Permanent Man-Made Structures <br />Attempts have been made to secure agreements with owners of <br />permanent man-made structures within 200 ft (owners) of the affected <br />area. The applicant has been able to execute an agreement with the Last <br />Chance Ditch Company. Per rule 6.4.19 (b) and given that such <br />agreements could not be reached with all other owners in a reasonable <br />period of time, the applicant is providing an engineering evaluation (6.5 <br />Geotechnical Stability Exhibit). Pit setbacks from all structures are defined <br />by the results of 6.5 Geotechnical Stability Exhibit. <br />Weld County Roads 15 and 26, and the structures immediately southeast <br />of the permit boundary (Nelson House and Associated Outbuildings) have <br />been added to Exhibit C-2 Sheet-1 and Exhibit S. The Nelson House and <br />Associated Outbuildings are owned by the same landowner from which <br />ASCI is leasing the gravel and has no issue with the mining setback in this <br />area. A signed letter documenting this has been enclosed. <br />
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