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PERMFILE63585
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PERMFILE63585
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Entry Properties
Last modified
8/24/2016 11:09:42 PM
Creation date
11/20/2007 8:05:05 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000087
IBM Index Class Name
Permit File
Doc Date
9/14/2000
Doc Name
AGGREGATE INDUSTRIES INC MILLIKEN SITE REGULAR 112 ADEQUACY REVIEW M-2000-087
From
ROCKY MOUNTAIN CONSULTANTS INC
To
DMG
Media Type
D
Archive
No
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A <br />iiiiiiiiiiiniuiii <br />ROCKY MOUNTAIN CONSULTANTS, INC. <br />• <br />Inc <br />September 14, 2000 <br />Mr. Thomas A. Schreiner <br />Environmental Protection Specialist <br />Division of Minerals and Geology <br />1313 Sherman Street, Room 215 <br />Denver, Colorado 80203 <br />y 2000 <br />RECE,vE~ <br />EQ <br />D,y1S ~otMinetetSardGeA,oO~ <br />Premiere Bullding <br />825 Delaware Ave.. Sul}e 500 <br />Longmont. CO 80501 <br />(303) 772-5282 <br />Metro (303) 665-6283 <br />FAX (303) 665-6959 <br />E-mail rmclong®rmll.com <br />RE: Aggregate Industries, Inc. -Milliken Site -Regular 112 Adequacy Review #M-2000-087 <br />Dear Mr. Schreiner: <br />Following is our response to the questions you raised in your adequacy review. <br />EXHIBIT C -PRE-MINING & MINING PLAN MAP <br />The attached Existing Conditions Map shows the owners the imgation ditches laterals and <br />gas and oil structures on the affected area and within 200 feet of the affected ]and. <br />EXHIBIT D -MINING PLAN <br />2. The operator intends to bond the entire site. Since Aggregate will be mining the site in <br />phases, we selected the phase of mining that includes [he largest area of disturbance to <br />calculate potential reclamation liability. This will occur during phase 3 and will include <br />about 66 acres. Refer to attached reclamation expenses [able. <br />No chemicals will be used in the gold recovery process. <br />4. The operator will verify the average width and depths of the slurry wall to be installed prior <br />to mineral extraction. The sand and gravel extends to depths of an average of 45 feet (per <br />the drilled depth of the borings). The stability analysis assumed the average width of the <br />slurry wall is 3.8 feet. It is anticipated that the installation cost will be approximately $2.50 <br />per face foot. <br />Enclosed is a written waiver from the owner of the irrigation structures. <br />CIVIL AND ENVIRONMENTAL ENGINEERING • PLANNING <br />
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