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Mr. Andy Rodriguez, P.E. Page 5 of 6 <br /> Bestway's Brighton Combined SWSP <br /> February 10, 2016 <br /> 13. Adequate accounting of depletions and replacements must be provided to the Division <br /> Engineer in Greeley (Div1Accountin @state.co.us) and the water commissioner (Brent <br /> Schantz at Brent.Schantz@state.co.us) on a monthly basis. All amounts shall be in <br /> acre-feet. All submitted accounting shall conform to the Administration Protocol <br /> "Augmentation Plan Accounting, Division One - South Platte River" (attached). <br /> In addition, the applicant shall verify that the entities making replacement are <br /> identifying this use on their accounting submitted to our office. For the period of this <br /> plan, that entity is the City of Aurora (WDID 0802593 - Aurora Reuse). <br /> 14. The approval of this substitute water supply plan does not relieve the Applicant <br /> and/or landowner of the requirement to obtain a Water Court decree approving a <br /> permanent plan for augmentation or mitigation to ensure the permanent replacement <br /> of all depletions, including long-term evaporation losses and lagged depletions after <br /> gravel mining operations have ceased. If reclamation of the mine site will produce a <br /> permanent water surface exposing groundwater to evaporation, an application for a <br /> plan for augmentation must be filed with the Division 1 Water Court at least three (3) <br /> years prior to the completion of mining to include, but not be limited to, long-term <br /> evaporation losses and lagged depletions. If a lined pond results after reclamation, <br /> replacement of lagged depletions shall continue until there is no longer an effect on <br /> stream flow. <br /> 15. This substitute water supply plan may be revoked or modified at any time should it be <br /> determined that injury to other water rights has or will occur as a result of this plan. <br /> Should this substitute water supply plan expire without renewal or be revoked prior to <br /> adjudication of a permanent plan for augmentation, all excavation of product from <br /> below the water table, and all other use of water at the pit, must cease immediately. <br /> 16. Dewatering is not expected to occur at these sites during the period of this SWSP, <br /> therefore dewatering shall not occur unless an amendment to this SWSP is approved. <br /> 17. To assure that depletions from groundwater evaporation do not occur in the <br /> unforeseen event, or events, that would lead to the abandonment of the pits, a bond <br /> through DRMS, in the amount of $974,000.00 for the Parker-Dersham Pit and <br /> $711,750.00 for the Baseline Pit, for lining or backfilling of the each pit has been <br /> obtained. Therefore, in case of abandonment the bond can finance the completion of <br /> the lining of the pit or the backfilling, thus preventing depletions to the stream <br /> system. <br /> 18. In accordance with amendments to Section 525-8-202-(7), C.R.S. and "Senate Bill 89-181 <br /> Rules and Regulations" adopted on February 4, 1992, the State Engineer shall determine <br /> if this substitute water supply plan is of a quality to meet requirements of use to which <br /> the senior appropriation receiving the substitute supply has normally been put. As such, <br /> water quality data or analyses may be requested at any time to determine if the <br /> requirement of use of the senior appropriator is met. <br /> 19. The decision of the state engineer shall have no precedential or evidentiary force, <br /> shall not create any presumptions, shift the burden of proof, or serve as a defense in <br /> any water court case or any other legal action that may be initiated concerning the <br /> substitute water supply plan. This decision shall not bind the State Engineer to act in <br /> a similar manner in any other applications involving other plans or in any proposed <br /> renewal of this plan, and shall not imply concurrence with any findings of fact or <br /> conclusions of law contained herein, or with the engineering methodologies used by <br />