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2016-04-18_PERMIT FILE - M2016010 (6)
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2016-04-18_PERMIT FILE - M2016010 (6)
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Last modified
5/24/2021 10:36:46 AM
Creation date
4/19/2016 6:03:20 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2016010
IBM Index Class Name
Permit File
Doc Date
4/18/2016
Doc Name
Letter of Opposition
From
Jerry & Karen Moore
To
DRMS
Email Name
AME
Media Type
D
Archive
No
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• Based on my experience and the information available on Front Range aquifers,with <br /> this degree of fracturing and faulting the surface and ground waters are going to be <br /> in communication. <br /> o In the Pikes Peak granite almost all effective permeability and porosity will <br /> be provided by fractures. The amount will vary depending upon the amount <br /> of stress and weathering. To some degree this should be true for all the <br /> aquifers in the quarry site. <br /> • The intersection of the creek bed fault zones and the thrust faults in these fractured <br /> rock aquifers should not provide an effective aquitard. <br /> o If the thrust faults are "sealed" it is very doubtful that sealing would be <br /> continuous <br /> o The fault planes are as likely to provide a conduit as a barrier. <br /> In the setting detailed above and with the removal of 393 acres of material with <br /> blasting it is impossible to predict that ground water and surface water flow,and <br /> therefore aquifer recharge,will not be significantly altered. These changes could <br /> cause the stoppage or reduction of the ground water supply to residents. <br />
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