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Mr. Andy Rodriguez, P.E. <br />Bestway's Brighton Combined SWSP <br />December 19, 2013 <br />Page 4 of 6 <br />approved slurry wall resulting in ground water depletions due to water lost in product are <br />not projected to occur, and shall not occur during this SWSP approval period. <br />6. Total consumption at the Parker - Dersham Pit and Baseline Pit must not exceed the <br />aforementioned amounts unless an amendment is made to this plan. <br />7. All diversions shall be measured in a manner acceptable to the division engineer. The <br />Applicant shall install and maintain such measuring devices as required by the division <br />engineer for operation of this SWSP. <br />8. Conveyance loss for delivery of augmentation water is subject to assessment and <br />modification as determined by the division engineer. Currently a 0.25 percent per mile <br />transit loss for November through March (5.0 percent overall loss) and a 0.5 percent per <br />mile transit loss for April through October (10.0 percent overall loss) per mile <br />conveyance loss is being assessed, subject to change depending upon current <br />conditions. <br />9. The Division Engineer, or his designated representative, will administer all such water <br />transported in the South Platte River or its tributaries under this SWSP, including water <br />for replacement of depletions, past intervening headgate to ensure that such water is not <br />intercepted or otherwise diminished in quantity by diversion, use or other interference by <br />intervening water rights and to assure that such water remains available and suitable for <br />Applicant's uses under this SWSP, except when any intervening headgate is diverting <br />the entire flow of ( "sweeping ") the river. In the event that delivery past headgate which <br />sweep the river requires the installation of a bypass structure or the use of an existing <br />bypass structure by agreement with a third - party, Applicant is responsible for either <br />installation a new bypass structure with a continuous recording measuring device(s) as <br />approved by the Water Commissioner or securing an agreement with a third -party to use <br />an existing bypass structure and providing such information and agreement to the <br />Division Engineer. <br />10. All releases of replacement water must be sufficient to cover all out of priority depletions <br />and be made under the direction and /or approval of the water commissioner. The <br />replacement 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 />11. Water shall not be impounded in the reservoirs except pursuant to lawful diversions <br />allowed by statute or decree. At all other times, all inflow of water into the reservoirs <br />from any source, including precipitation and ground water inflows, shall be removed by <br />the applicant. The water may be removed from within the lined area and returned to the <br />stream system through surface flow or ground water recharge without need for <br />replacement, so long as the operator does not put the water to beneficial use. <br />12. The name, mailing address, and phone number of the contact person who will be <br />responsible for operation and accounting of this plan must be provided on the <br />accounting forms to the division engineer and water commissioner. <br />13. Adequate accounting of depletions and replacements must be provided to the Division <br />Engineer in Greeley (Div 1Accounting ),state co us) and the water commissioner (William <br />Schneider at William. Schneider(a state co us) on a monthly basis. All amounts shall be <br />in 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 identifying <br />