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2026-01-29_HYDROLOGY - M2016030
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2026-01-29_HYDROLOGY - M2016030
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Last modified
2/2/2026 8:02:02 AM
Creation date
1/29/2026 12:06:44 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2016030
IBM Index Class Name
Hydrology
Doc Date
1/29/2026
Doc Name
Substitute Water Supply Plan
From
Division of Water Resources
To
DRMS
Email Name
JPL
JLE
Media Type
D
Archive
No
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2025-2026 Valley's Edge Resource Substitute Water Supply Plan Renewal Page 3 of 10 <br /> January 29, 2026 <br /> Brighton, CO and consist of net evaporation from exposed groundwater surface area, dust <br /> control, and water retained in removed product. No dewatering will occur during this <br /> period. <br /> Evaporation <br /> The Applicant proposes to replace evaporation from exposed groundwater at the site based <br /> upon evaporation atlases in NOAA Technical Report NWS 33 and the precipitation at the <br /> Brighton station, as shown in attached Table 1. Gross annual evaporation at the gravel pit <br /> location is estimated to be 45.00 inches per year. Net evaporation is defined as gross <br /> evaporation less the consumptive use of water by vegetation that naturally occurred at the <br /> site prior to construction of the pit. The precipitation (14.04 inches)was estimated based on <br /> the data from the Brighton NOAA weather station and the effective precipitation was <br /> estimated as 70%of the total precipitation. The exposed surface is currently 16.0 acres. <br /> Therefore, the net evaporation from the exposed water surface is estimated at 46.91 acre- <br /> feet for this SWSP approval period, as shown on attached Table 1. <br /> Dust Control <br /> The Applicant estimates that the water used for dust control will be 3.60 acre-feet for this <br /> SWSP approval period, as shown on attached Table 1. <br /> Mined Product <br /> The Applicant does not anticipate any further significant mining at this point; however, <br /> some remaining product is anticipated to be recovered. No water is anticipated to be <br /> retained in removed product for this SWSP approval period, as shown on attached Table 1. <br /> The total consumptive use is estimated at 50.51 acre-feet during this SWSP approval <br /> period, as shown on attached Table 1. <br /> Lagged Depletions <br /> A Glover analysis using the Integrated Decision Support Alluvial Water Accounting System <br /> (IDS AWAS) stream depletion model was used to determine the lagged depletions to the <br />
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