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2008-10-17_REVISION - M1999120
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2008-10-17_REVISION - M1999120
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Entry Properties
Last modified
6/16/2021 6:12:43 PM
Creation date
10/20/2008 10:27:20 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999120
IBM Index Class Name
REVISION
Doc Date
10/17/2008
Doc Name
Adequacy Review Resonse and Extension Request
From
L.G. Everist, Inc.
To
DRMS
Type & Sequence
TR3
Email Name
ECS
Media Type
D
Archive
No
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<br />L.G. EVERIST, INC. <br />October 15, 2008 <br />CORPORATE OFFICE <br />300 S. PHILLIPS AVE. - SUITE 200 <br />P.O. BOX 5829 <br />SIOUX FALLS, SD 57117-5829 <br />PHONE 605-334-5000 <br />FAX 605-334-3656 <br />MOUNTAIN DIVISION <br />7321 E. 88TH AVENUE - SUITE 200 <br />HENDERSON, COLORADO 80640 <br />303-287-9606 <br />FAX 303-289-1348 <br /> <br />Mr. Eric Scott OCT 2008 <br />Environmental Protection Specialist <br />Division of Reclamation, Mining and Safety''. <br />1313 Sherman St., Room 215 t^Y <br />Denver, Colorado 80203 <br />RE: M-1999-120, Fort Lupton Sand and Gravel Mine, TR-03, Adequacy Review Response for <br />Technical Revision and Request for Extension of Decision Date until October 24, 2008 <br />Dear Mr. Scott: <br />We are respectfully responding to your Adequacy Review letter dated September 24, 2008, for the <br />Technical Revision JR) listed above. Thank you for combining the TR and the partial bond release <br />request together into the TR, which makes it easier for L. G. Everist, Inc. to make one bond change. <br />We are also requesting an extension of the decision date deadline until October 24, 2008, to allow more <br />time for your review and to address outstanding issues if any remain. <br />Slurry Wall Construction <br />In the adequacy review letter, the Division requested that L. G. Everist commits that the specifications <br />and practices for the new slurry walls that will be installed around the Parker-Panowicz, Swingle-North, <br />and Swingle-South phases to be at least equivalent to those used for the Golden phase slurry wall in <br />order to allow a 20% bond option. L. G. Everist commits to the Division's request. <br />Topsoiling, Seeding, Earthmoving <br />In the adequacy review letter, the Division requested that L. G. Everist submit topsoil replacement <br />acreages and seeding acreages for each phase. In your email to me on October 2, 2008, you added a <br />few other items to help with the bond recalculation - earthmoving, topsoil depth and distance to <br />replacement, pit capacity (water storage volume) and distance to discharge for the largest pit. Please <br />note that all acreages, volumes, and distances are conservative estimates. <br />Phase Name Acres to be Backfill Amounts" Water Storage Volume** <br />topsoiled (cubic-yards) (acre-feet) <br />Fort Lupton (original area) 6 384,432 2234 <br />Golden 13 119,268 636 <br />Hill-Oakley 5 360,290 1047 <br />Parker-Panowicz 10 507,099 728 <br />Swingle-North 6 466,704 743 <br />Swingle-South 6 314,945 1094 <br />" Estimated backfill amount for the Fort Lupton (original area) is from the original application, Exhibit L - Reclamation <br />Cost Estimate. Estimated backfill amounts for all other areas are from the amendment application, Exhibit F - <br />Reclamation Plan Map. The Hill-Oakley amount is actually the amount for Hill-Eber-Oakley, although we did not <br />include the Eber section in the mining/slurry wall (as noted in TR1), so the actual backfill amount would be smaller. <br />"" The estimated water storage volumes must be kept confidential. <br />FL-DRMS-TR03-AdgRevResponse-toES-1 01508.doc via Certified Mail # 7007 3020 0001 1230 6165
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