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REV105253
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REV105253
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Entry Properties
Last modified
8/25/2016 1:16:52 AM
Creation date
11/22/2007 1:24:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1989029
IBM Index Class Name
Revision
Doc Date
11/29/2000
Doc Name
LONGMONT DISTEL OPERATIONS-AM-3-ADEQUACY LETTER PN M-89-029
From
DMG
To
CAMAS COLO INC
Type & Sequence
AM3
Media Type
D
Archive
No
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~ III IIIIIIIIIIIII III r <br />STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Department of Natural Resources <br />1313 Sherman Si., Room 215 <br />Denver. Colorada BO203 <br />Phone: (303) 86E~~3567 <br />FAX: 1303) 832-d 106 <br />Novemt~er 29, 2000 <br />DIVISION OF <br />MINERALS <br />GEOLOGY <br />RECLAMATION <br />MININ G•SAFETY <br /> <br />Mr. Michael C. Refer Bill Owens <br />covemor <br />CAMA:~ Colorado, Inc. ores E. w,l~ner <br />3605 S. Teller Street Executive Director <br />Lakewood, CO 8235 Mn hael B. Long <br /> Div~sian Dkecror <br />RE: Longmont Distel Operations, AM-3, Adequacy Letter, Permit No. M-89-029 <br />Dear Mr. Refer: <br />Listed below are adequacy review comments on the above-captioned amendment application for an <br />additional 239.4 permitted acres. The decision date for your amendment application is scheduled far <br />December 20, 2000. Therefore, I would appreciate a response from you on or before December 20, 2000. <br />The Division will make a decision on your application as there were no adverse comments received during <br />the public: comment period. However, we have attached comments received earlier this year from adjacent <br />landowners regarding the current operation. Please be advised that your amendment application may be <br />deemed inadequate and may be denied on December 20, 2000 unless the following adequacy review items <br />are addressed to the satisfaction of the Division. Additional time may be granted, upon your request, to <br />submit an adequacy response provided you contact the Division on or before December 20, 2000. <br />6.4.7 EXHIBIT G -Water Information <br />1. The applicant indicates on page 27 that further hydrologic analysis is needed to evaluate groundwater <br />Flows and finalize sizing of control structures. (Hydraulic structures will be sized to pass surface runoff <br />from the :!5-year storm event plus the groundwater base flow). Please indicate what the further hydrologic <br />analysis will consist of, when the analysis will be completed, and how such information will be used to <br />finalize sizing of such structures. If such information is not currently available, the applicant may elect to <br />submit final "as built" designs along with the further hydrologic analysis when it becomes available. Such <br />information may be incorporated into the mining & reclamation plan via technical revision. Please <br />respond. <br />2. The apllicant states on page 28 that the potential exists for impacting the shallow groundwater level in <br />the immediate vicinity of the excavation and on page 30 that the alluvial groundwater table will be drawn <br />down approximately 15 feet, to the bottom of the sand and gravel deposit. The applicant states on page 31 <br />that the in-,pact to the local groundwater level is expected to be limited to distance of one-quarter mile <br />(1,320') fr~~m the mining operations. Please quantify the vertical extent of drawdown expected within the <br />1,320' radius and to what extent any existing groundwater wells, pond, or lake water levels may be <br />affected. ]fan impact is projected, please provide an estimate of the extent of the impact, the length of <br />time of the impact, and any mitigation measures that may be employed. <br />
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