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2012-09-06_REVISION - M2008070 (24)
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2012-09-06_REVISION - M2008070 (24)
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Last modified
6/15/2021 2:25:46 PM
Creation date
9/13/2012 12:39:11 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2008070
IBM Index Class Name
Revision
Doc Date
9/6/2012
Doc Name
AM-01 APPENDIX A: SITE INFORMATION
From
WESTERN GRAVEL
To
DRMS
Type & Sequence
AM1
Email Name
THM
Media Type
D
Archive
No
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Design and Operations Plan <br />Western Gravel E & P Waste Disposal Facility <br />October 24, 2011 <br />Page 1 of 1 <br />Waiver Request — Regulations Section 3.5.3(A)(1) Final Cover Permeability <br />A waiver from CDPHE solid waste Regulations Section 3.5.3(A)(1) — regarding final cover <br />permeability not exceeding that of the liner is requested in accordance with Section 1.5 of the <br />Regulations. Information requested under Section 1.5.1 (A -E) of the Regulations is provided in <br />D &O Plan Section 1 and for Regulations Section F in D &O Plan Sections 2 and 3. The intent of <br />the Regulation is to prevent elevated head forces on the liner system that could compromise <br />system integrity. <br />The cell liner engineering design is considered very robust, consisting of not only a double <br />synthetic HDPE liner but leak detection and leachate collection recovery systems (See Sections <br />3.4.4, 3.4.5, and 3.4.6). The leachate collection recovery system (LCRS) is designed to maintain <br />less than a 12 -inch depth of leachate over the barrier layer and promote leachate transport from <br />the most distant point of the system to the leachate removal system in less than a 12 month period <br />assuming saturated flow. The LCRS is designed to operate in perpetuity and control head forces <br />on the liner system. In addition, the LCRS will be accessible in order to remove additional head <br />from the liner system. Final cover will be designed to minimize infiltration in order to reduce <br />head forces on the liner system. <br />In accordance with Regulation Section 1.5.2, the following information is provided. Because the <br />double liner system is so robust, a final cover permeability that does not exceed or is not more <br />permeable than the liner system is considered impractical if not impossible. The designed LCRS <br />system will control head forces on the liner system and provide access for additional head <br />removal and final cover will minimize infiltration. The final cover using more permeability than <br />the liner system is deemed adequate for the intent of the Regulations. Therefore, WG proposes <br />that benefits derived from meeting the standard do not bear a reasonable relationship to <br />economic, environmental, or other factors particular to the facility. In addition, the requested <br />waiver is consistent with purposes of the Act and Regulations, is not deemed to constitute a major <br />variation from regulation requirements, and will not cause or allow violation of any air or water <br />quality standard or federal or local restriction <br />NWCC, Inc. <br />
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