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2014-04-09_PERMIT FILE - M2000041
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2014-04-09_PERMIT FILE - M2000041
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Last modified
6/15/2021 2:30:11 PM
Creation date
4/10/2014 11:18:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000041
IBM Index Class Name
PERMIT FILE
Doc Date
4/9/2014
Doc Name
Response to Third Adequacy AM01
From
EAI
To
DRMS
Type & Sequence
AM1
Email Name
TC1
Media Type
D
Archive
No
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rE__ //, \II <br />RECEIVED,, <br />AF�-'4)� 11 ? ?014 <br />DIVISION OF F.CIAMATION <br />MINING AND SAFETY <br />March 18, 2014 <br />Cif � ,L��LL�e <br />Tim Cazier i` EIVED <br />Division of Reclamation Mining and Safety <br />1313 Sherman Street, Room 215 MAR 1 <br />.::........ <br />Denver, Colorado 80203 <br />DIVISION OF11SDl 1, T& <br />RE: Evans #2 Pit M- 2000 -0l AM -01 MINING AND SAFE <br />Response to Third Adequacy _. <br />Dear Mr. Cazier, <br />Please accept the following explanations and exhibits in response to Division comments of <br />January 27, 2014. <br />Please note all information provided by ASI Constructors Inc. regarding the liner <br />design, quality control plan and estimated cost to construct are privileged and <br />confidential information, not to be admitted into the public database. <br />6.4.5 Exhibit E: Reclamation Plan <br />ASI provided Fremont Paving a liner design and quality control plan in February 2014. <br />Since this technical detail is now available, interim reclamation will not be necessary. <br />Final reclamation is proposed as described in Table 1. Liner design and quality control <br />plan are included as Attachment A and Attachment B, respectively. <br />1. According to Blue Earth Solutions (BES) December 2013 report, Table 1 on page <br />3, bedrock elevation varies between 4488 and 4501 feet above mean sea <br />level. Non - dewatered static groundwater elevation was established by BES <br />at approximately 20 feet above bedrock. <br />2. The pit floor of Phase I Parcel 2 is backfilled to 15 feet above bedrock. To achieve <br />backfill elevation to two feet above static water level, approximately seven <br />feet of backfill or 100,000 yd will be necessary. Phase I Parcel 4 pit floor is <br />backfilled to approximately five feet above bedrock. <br />6.4.12 Exhibit L: Reclamation Costs <br />3. Tables 2 and 3 are Fremont's reclamation cost estimates for phases not intended <br />-° to be reclaimed as lined water storage (Tables 2 and 3). ASI provided liner <br />construction estimate for Parcel 4 of Phase I and Phase III (Tables 4 and 5). <br />4. Fremont Paving commits to Division notification and posting appropriate <br />additional bond prior to entering the next phase of mining. <br />C n \0 /ii�onq Mq eo �L� Lcc rrnat \V /e� Ilnc„ <br />Page 1 of 6 1107 Main Street, Canon City, CO 81212 <br />www.envalternatives.com • e -mail: eai @bresnan.net <br />Phone: 719 - 275 -8951 • Fax: 719 - 275 -1715 <br />
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