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2011-02-24_PERMIT FILE - M2010049 (2)
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2011-02-24_PERMIT FILE - M2010049 (2)
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Last modified
8/24/2016 4:31:11 PM
Creation date
2/25/2011 7:48:11 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2010049
IBM Index Class Name
PERMIT FILE
Doc Date
2/24/2011
Doc Name
Reply to Preliminary Adequacy Review
From
Varra Companies, Inc.
To
DRMS
Email Name
MAC
Media Type
D
Archive
No
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Varra Companies, Inc. <br />Office of Special Projects <br />8120 Gage Street Frederick, Colorado 80516 Telephone (970) 353-8310 Fax(970)353-4047 <br />the others. If this operation is to be responsible for securing the protection of <br />the others, the costs and burdens of such protection should be compensated for <br />accordingly. <br />The unfortunate use and dumping of concrete rubble along the streamside banks <br />of active rivers in the mistaken understanding that it protects and stabilizes <br />riparian property from the course altering work of flood waters should be <br />discouraged. Often, when streamside banks fail it's because the floodwaters cut <br />the stream bed and in the process undermined the stability of the adjacent <br />banks; or streamside elevations were low enough to aid entry and are a natural <br />part of the braided stream as typified by meanders and older meander scars <br />reflecting the natural tendency of such rivers to change course. The concrete <br />riprap simply acts to thwart a more stable, diverse and beneficial presence of <br />native vegetation that would better function to improve the streamside habitat. <br />Speaking generally, we find the exaggerated use of engineered structures, <br />reflects a tendency to utilize engineering to circumvent controversy from a <br />misinformed public or other public authority, or as a substitute for personal <br />judgment and responsibility. Without enumerating the source or their fears, <br />often it fails to hold up in the face of sound environmental or fiscal reason. <br />Correspondingly, we find ourselves adverse to believe the OMLR would indulge <br />in such expediencies. While we respect the burdens and fears that the staff of <br />OMLR must suffer for its diverse responsibilities, we cannot in any reasoned <br />appraisal of factors in play at this location and surrounding lands, find merit in <br />the application of UDFCD guidelines in this instance. The attending burdens <br />such measures would pose upon the location do not have an apparent correlated <br />enumerable or coequal benefit. Upon subsequent reflection, with what we trust <br />has been a clearer presentation on our part of the causal elements at play, we <br />are confident the OMLR will substantially concur with our perspectives. <br />If a stretch of a natural river is to be engineered so as not to meander, then a <br />plan should already be in place for the entire stream segment, from which any <br />modifications must comply with the engineered aspects of the segment. This <br />condition does not exist along this segment of the Cache La Poudre River <br />beyond the defined determinations of a floodplain/floodway, which planned <br />operations could only serve to benefit. In all other aspects, the guidelines <br />proposed will serve to place an unusual burden on the applicant and force the <br />development of civil structures beyond that of other landowners within the <br />stream segment; in effect for the protection of civil structures that were placed <br />Varra Companies, Inc. correspondence of 23 February 2011 to the Colorado Office of Mined Land Reclamation 11 <br />(OMLR) in reply to OMLR correspondence of 4 October 2010 - Western Sugar Reclamation Land <br />Development Project- M-2010-049.
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