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2023-11-29_HYDROLOGY - M2002120
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2023-11-29_HYDROLOGY - M2002120
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Last modified
11/30/2023 9:23:04 AM
Creation date
11/30/2023 8:19:46 AM
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Template:
DRMS Permit Index
Permit No
M2002120
IBM Index Class Name
Hydrology
Doc Date
11/29/2023
Doc Name
Substitute Water Supply Plan
From
Division of Water Resources
To
DRMS
Email Name
ECS
MAC
Media Type
D
Archive
No
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M-2002-120 Bernhardt SWSP Approval Page 4 of 6 <br /> November 29, 2023 <br /> 4. The annual amount of water used for dust control shall not exceed 2.16 acre-feet at the <br /> Bernhardt Pit. All pumping for dust control shall be measured in a manner acceptable to the Division <br /> Engineer. <br /> 5. Dewatering of Ponds 3 and 4 will produce delayed depletions to the stream system, due to the <br /> liner of these ponds being damaged. As long as the pits are continuously dewatered at a <br /> relatively constant rate, the water returned to the stream system should be adequate to offset <br /> the depletions attributable to the dewatering operation. Dewatering operations must be <br /> measured by totalizing flow meters that can accurately show the monthly volume of dewatered <br /> water that is pumped and returns to the stream. If dewatering at the site ceases, or is <br /> significantly reduced, the monthly meter readings will be used to determine post pumping <br /> depletions that must be replaced. At least three years prior to completion of dewatering, a plan <br /> must be submitted that specifies how the post pumping dewatering depletions (including <br /> refilling of the pit)will be replaced, in time, place and amount. Should it be determined by the <br /> Water Commissioner or Division Engineer that dewatering water is being diverted for any <br /> purpose by the operator and accounting is not adequate to show that 100 percent of the <br /> dewatering water is returned back to the South Platte River, the Applicant will need to account <br /> for any lagged dewatering depletions at the site. In addition, if it is determined by the Water <br /> Commissioner or Division Engineer that the pits are not continuously dewatered at a relatively <br /> constant rate then the Applicant must track depletions and dewatering return flows in their <br /> accounting and replace any dewatering depletions that are not offset by dewatering return <br /> flows. <br /> 6. Total consumption must not exceed the aforementioned amounts at the Bernhardt Pit unless an <br /> amendment is made to this plan. <br /> 7. All diversions shall be measured in a manner acceptable to the Division Engineer. The Applicant <br /> shall install and maintain such measuring devices as required by the Division Engineer for operation <br /> of this SWSP. <br /> 8. Well permit no. 65812-F was obtained for the current use and exposed pond surface area of the <br /> Bernhardt Pit in accordance with section 37-90-137(2) and (11), C.R.S., and this permit remains <br /> valid. The Applicant is not proposing to use the alluvial well, permit no. 60729-F, for concrete <br /> batching during the period of this SWSP. However, in the event that the Applicant will use well no. <br /> 60729-F for concrete batching in the future, we note that a totalizing flow meter is installed on the <br /> well and the meter is currently in compliance with the South Platte Well Measurement Rules. <br /> 9. Water shall not be impounded in the slurry wall reservoirs except pursuant to lawful diversions <br /> allowed by statute or decree. At all other times, all inflow of water into the reservoirs from any <br /> source, including precipitation and groundwater inflows, shall be removed by the Applicant. The <br /> water may be removed from within the lined area and returned to the stream system without need <br /> for replacement, so long as the operator does not put the water to beneficial use. <br /> 10. Replacement water must be made available to replace all out-of-priority depletions in time, place, <br /> and amount and must be made available under the direction and/or approval of the water <br /> commissioner. The replacement water may be aggregated to maximize beneficial use. The Water <br /> Commissioner and/or Division Engineer shall determine the rate and timing of an aggregated <br /> release. <br /> 11. Conveyance loss for delivery of replacement water is subject to assessment and modification as <br /> determined by the Division Engineer. <br />
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