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2009-01-23_HYDROLOGY - M1999120
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2009-01-23_HYDROLOGY - M1999120
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Last modified
8/24/2016 3:43:04 PM
Creation date
1/30/2009 12:59:11 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999120
IBM Index Class Name
HYDROLOGY
Doc Date
1/23/2009
Doc Name
Substitute Water Supply Plan
From
OSE
To
JR Engineering
Permit Index Doc Type
Hydrology Report
Email Name
ECS
Media Type
D
Archive
No
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Mr. Brian Leavesley <br />January 21, 2009 <br />Page 4replacement may be aggregated to maximize beneficial use. The water commissioner <br />and/or division engineer shall determine the rate and timing of an aggregated release. <br />12. This substitute water supply plan may be revoked or modified at any time should it be <br />determined that injury to other vested water rights has or will occur as a result of this <br />plan. Should this supply plan expire without renewal or be revoked prior to adjudication <br />of a permanent plan for augmentation, all use of ground water must cease immediately. <br />13. The approval of this substitute water supply plan does not relieve the Applicant and/or <br />landowner of the requirement to obtain a Water Court decree approving a permanent <br />plan for augmentation or mitigation to ensure the permanent replacement of all <br />depletions, including long-term evaporation losses and lagged depletions after gravel <br />mining operations have ceased. If reclamation of the mine site will produce a permanent <br />water surface exposing groundwater to evaporation, an application for a plan for <br />augmentation must be filed with the Division 1 Water Court at least three (3) years prior <br />to the completion of mining to include, but not be limited to, long-term evaporation losses <br />and lagged depletions. If a lined pond results after reclamation, replacement of lagged <br />depletions shall continue until there is no longer an effect on stream flow. <br />14. Dewatering at this site will produce delayed depletions to the stream system. As <br />long as the pit is continuously dewatered, the water returned to the stream system <br />should be adequate to offset the depletions. However, once dewatering at the site <br />ceases, the delayed depletions must be addressed. At least three years prior to <br />completion of dewatering, a plan must be submitted that specifies how the post <br />pumping dewatering depletions will be replaced in time, place, and amount. <br />15. To assure that depletions from groundwater evaporation do not occur in the unforeseen <br />event, or events, that would lead to the abandonment of the pit, a bond for $526,000 <br />through DRMS for lining or backfilling of the pit has been obtained. Therefore, in case of <br />abandonment the bond can finance the completion of the lining of the pit or the <br />backfilling, thus preventing depletions to the stream system. <br />16. In accordance with amendments to §25-8-202(7), C.R.S., and "Senate Bill 89-181 Rules <br />and Regulations" adopted on February 4, 1992, the State Engineer shall determine <br />whether the substitute supply is of a quality to meet requirements of use to senior <br />appropriators. As such, water quality data or analysis may be requested at any time to <br />determine if the water quality is appropriate for downstream water users. <br />17. The decision of the state engineer shall have no precedential or evidentiary force, shall <br />not create any presumptions, shift the burden of proof, or serve as a defense in any water <br />court case or any other legal action that may be initiated concerning the substitute water <br />supply plan. This decision shall not bind the State Engineer to act in a similar manner in <br />any other applications involving other plans or in any proposed renewal of this plan, and <br />shall not imply concurrence with any findings of fact or conclusions of law contained <br />herein, or with the engineering methodologies used by the Applicant.
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