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2015-08-14_GENERAL DOCUMENTS - M1980183
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2015-08-14_GENERAL DOCUMENTS - M1980183
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Last modified
8/24/2016 6:09:56 PM
Creation date
8/17/2015 10:36:54 AM
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DRMS Permit Index
Permit No
M1980183
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
8/14/2015
Doc Name
Objection Letter
From
AFS
To
DRMS
Email Name
TOD
Media Type
D
Archive
No
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AFS <br />ALBERT FREI & SONS <br />August 10, 2015 <br />Mr. Tyler O'Donnell <br />Division of Reclamation, Mining & Safety <br />1313 Sherman St., Suite 215 <br />Denver, CO 80215 <br />Dear Mr. O'Donnell; <br />RE: Brannan Sand and Gravel <br />Pit 29 - M-1980-183 <br />Amendment 2.2 <br />P.O. BOX 700 <br />HENDERSON, CO 80640 <br />(303)289-1837 <br />(303) 289-2865 FAX <br />RECEIVED <br />AUG 14 x015 <br />Dp#UM OF fEq,AMATION, <br />MpMNO SAFETY <br />We are filing this objection to the Brannan Pit 29 amendment <br />because we do not feel they have adequately address the impact <br />their planned french drain will have on our property and our <br />ability to control the ground water mounding around our Worthing <br />Pit. In the July 2015 adequacy letter the Division says the <br />historic elevations were 5005 to 5007. We believe they should <br />be 5003 to 5005, but you propose accepting 5007 to 5009 or what <br />the Division believes are the historic elevations. We believe <br />the french drain should match the historic elevations as <br />determined by the Division. <br />In addition, there are no design plans for the splash basin or <br />bank armoring in the area around where their discharge pipe will <br />enter our property. In Exhibit D they submit a generic design <br />sheet stating the material they propose to use for the riprap to <br />be placed on the Worthing Pit. In paragraph 7 of the document, <br />a reference is made to "Construction Plans". No such plans have <br />been submitted to Albert Frei & Sons, Inc. for review and we <br />found none in the Divisions records. We feel this item should <br />be in the approved amendment to assure that the rip rap <br />structures are designed and installed using good engineering <br />practices to assure they work to protect our facilities. Very <br />similar to the plans we have already submitted for the relief <br />drain terminus next to the South Platte River. <br />One observation we noted is that the monitoring level depths <br />they provided, do not correlate to elevations, so there is no <br />Cit". <br />
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