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PERMFILE49907
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PERMFILE49907
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Entry Properties
Last modified
8/24/2016 10:54:44 PM
Creation date
11/20/2007 2:14:02 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000016
IBM Index Class Name
Permit File
Doc Date
5/31/2000
Doc Name
ADEQUACY RESPONSE DTD 5-24-00 MOBILE PRE MIX CONCRETE INC RIVERBEND PIT FN M-00-016
From
DMG
To
GREGG SQUIRE
Media Type
D
Archive
No
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<br />Mr. Gregg Squire <br />May 24, 2000 <br />Page 2 oj3 <br />• Maximum loose lift thickness will be 9 inches for placement of Zone 1 and Zone 2 <br />materials. <br />• Zone 1 materials shall have a minimum percent of clay fines passing the United States <br />Standard No. 200 sieve of no less than 50% by dry weight and shall have a plasticity <br />index of 10 percent or greater for the portion of material passing a United States Standard <br />no. 40 sieve. <br />Comment 2 <br />• The South Platte River bank adjacent to the proposed Lafarge Riverbend Operation <br />features significant existing concrete rubble armoring to stabilize the main channel <br />alignment. The Urban Drainage and Flood Control District historically has recognized <br />the stabilization value of concrete rubble armoring. Recently, District staff viewed <br />another South Platte mining site proposed by the operator within their jurisdiction, and <br />recognized the existing concrete rubble armoring as partially meeting their requirements <br />for riverside channel stabilization. Specifically, they are allowing the operator to reduce <br />the mining setback from the river bank from the 400' `no stabilization' limit based on the <br />existing concrete rubble armoring on the site within their jurisdiction. <br />As [here may be a time delay between commencement of mining, and encroachment <br />within the 400' (or other agreed distance) `no improvement' setback, the operator <br />proposes to use that time to measure, monitor and evaluate the effectiveness of the <br />existing concrete rubble for South Platte River channel stabilization. In addition, the <br />operator proposes to use the time lag to mining encroachment to utilize other `soft' <br />stabilization techniques, which may include: <br />• minor bank regrading, <br />• burial of concrete rubble armoring, and <br />• planting and seeding of appropriate stabilizing bank vegetation. <br />The time delay again would be used to evaluate, construct or install, and monitor the <br />effectiveness of these soft improvements. <br />Since monitoring and evaluation of the bank stability, improvements and techniques will be a <br />major component of the operator's approach, reporting of interim findings and updates will be <br />provided at least on an annual basis. <br />Comment 3 <br />• To permit mining and backfilling within the river setback area, the low flow season will <br />be defined as the period from October 1~` to April 1~' of each year as recommended by the <br />Division. <br />• During each year that the Riverbend Operation is active, the applicant will provide to the <br />Division a signed affidavit stating that the required 200-foot setback is established <br />
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