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2015-03-31_HYDROLOGY - M1999050
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2015-03-31_HYDROLOGY - M1999050
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Last modified
4/10/2017 1:48:06 PM
Creation date
4/1/2015 9:15:32 AM
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DRMS Permit Index
Permit No
M1999050
IBM Index Class Name
HYDROLOGY
Doc Date
3/31/2015
Doc Name Note
April 1, 2015 through March 31, 2016
Doc Name
Substitute Water Supply Plan April 1, 2015 through March 31, 2016
From
DNR Water Resources
To
DRMS
Email Name
MAC
Media Type
D
Archive
No
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5. All recharge ponds must have a staff gauge installed such that the gauge <br />registers the lowest water level in the pond. The staff gauge must be readable <br />from a readily accessible location adjacent to the pond. <br />6. All recharge areas must be maintained in such a way as to minimize <br />consumptive use of the water by vegetation. No recharge area may be used <br />for the planting of crops during the same irrigation year that it is used as a <br />recharge site without prior approval from the water commissioner or <br />division engineer. <br />7. The amount of water recharged to the alluvial aquifer is determined by measuring <br />the amount of water delivered to the recharge structure and subtracting: <br />a. the amount of water discharged from the recharge structure, <br />b. the amount of water lost to evaporation (see item 8, below), <br />c. the amount of water lost to consumptive use due to vegetation located <br />within the recharge structure, and _ <br />d. the amount of water retained in the recharge structure that has not yet <br />percolated into the ground. <br />8. Net evaporative losses from the recharge structure must be subtracted from the <br />volume of water delivered to the pond. Evaporative losses must be taken every <br />day the pond has a visible water level. If the pond does not have a stage - surface <br />area curve approved by the water commissioner, the maximum surface area of <br />the pond must be used to determine the evaporative losses. Monthly loss factors <br />prorated for the number of days the pond had a visible water level may be used <br />as may real time evaporation data from NOAA or a local weather station. If the <br />pond is not inspected on a routine basis through the month, no prorating of <br />monthly factors will be allowed. <br />9. The amount of accretions from the recharge structure will be credited only in <br />accordance with a decreed plan of augmentation or substitute water supply plan <br />approved by the State Engineer. <br />10. All water delivered for recharge must be fully consumable: <br />a. changed reservoir rights or the CU portion of changed senior ditch rights; <br />b. transbasin water that has been imported into the South Platte River basin; <br />c. nontributary water; <br />d. excess (unused) accretions from the previous recharge of fully <br />consumable water; <br />e. water diverted in priority after "notice" of intent to fully consume the water; <br />f. water diverted under free river. <br />11. Water may be delivered to recharge only if the net impact of the associated plan <br />for augmentation is not negative. Water must first be delivered or exchanged to <br />offset negative impacts of the plan for augmentation before it may be diverted for <br />recharge. <br />12. Accounting must be performed on a daily basis with reports submitted at least <br />monthly and within 30 days of the end of the month for which the accounting is <br />being made. The volume of water diverted into recharge must be provided to the <br />water commissioner weekly when requested by the water commissioner. <br />Administration Protocol - Recharge <br />Revised February 1, 2008 <br />
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