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2023-12-13_HYDROLOGY - M2004009 (2)
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2023-12-13_HYDROLOGY - M2004009 (2)
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Last modified
12/14/2023 10:04:11 AM
Creation date
12/14/2023 8:45:13 AM
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Template:
DRMS Permit Index
Permit No
M2004009
IBM Index Class Name
Hydrology
Doc Date
12/13/2023
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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ASCI Turnpike Mining Resources SWSP Page 2 of 6 <br /> December 13, 2023 <br /> Depletions <br /> Depletions which occur during this SWSP are evaporation and lagged depletions from past operations. No <br /> dewatering will occur during this SWSP. Evaporative depletions at the site occur from within Cells 2A, 213, <br /> 3, 4, 5 and 6 summarized in Table A below. The Applicant proposes to replace evaporation from exposed <br /> groundwater at the site based upon evaporation atlases in NOAA Technical Report NWS 33 and the SEO <br /> monthly distribution factors for sites below 6,500 feet, as shown in Tables 1 and 2 (attached). Gross annual <br /> evaporation at the gravel pit location is estimated to be 39 inches per year. Net evaporation is defined as <br /> gross evaporation less the consumptive use of water by vegetation that naturally occurred at the site prior <br /> to construction of the pit. The historical consumptive use was assumed to be equal to the effective <br /> precipitation, which was estimated based on the data from the Longmont South NCWCD weather station <br /> (record 1994-2018). <br /> Table A. Summary of Eva orative Depletions. <br /> Cells 2A Et 2B Cell 3 Cell 4 Cells 5 and 6 Total <br /> Area acres 4.0 4.5 2.93 3.8 15.23 <br /> —Unlagged Depletions 10.01 11.26 7.33 9.51 38.10 <br /> Total evaporative depletions are estimated at 38.10 acre-feet during this SWSP period, as shown on Table <br /> 2 (attached). <br /> LaQQed Depletions <br /> The IDS AWAS stream depletion model was used to determine the lagged depletions from evaporation and <br /> past operations (including dewatering in Cell 3). The aquifer characteristics used in the model are as shown <br /> in the following Table B using the alluvial aquifer boundary condition. <br /> Table 8: IDS AWAS Parameters and Lagged Depletions from Operations. <br /> Transmissivity Specific Yield W distance to X distance to Lagged <br /> Cell (gpd/ft) M boundary (ft) stream (ft) Depletions <br /> acre-feet <br /> 2A and 2B 44,883 20 3,400 3,050 10.08 <br /> 3 Operations 44,883 20 3,400 650 10.56 <br /> 3 Dewatering* 44,883 20 3,400 1,065 0.03 <br /> 4 Operations 44,883 20 1,350 275 7.32 <br /> 5 Et 6 Operations 44,883 20 1,350 600 9.46 <br /> i`The total remaining lagged dewatering depletions from Cell 3 during 2024 is 0.03 acre-feet. There are no more <br /> lagged depletions from previous dewatering of Cells 4, 5, and 6 <br /> The total lagged depletions for 2024 are equal to 37.45 acre-feet (Table 3, attached). For purposes of this <br /> SWSP, the point of depletion for the gravel mining operation shall be on Boulder Creek where Boulder Creek <br /> crosses the north line of Section 31, Township 2 North, Range 68 West, 61h P.M. <br /> Replacements <br /> Replacement water will be obtained through leasing fully consumable replacement water from the Town of <br /> Erie ("Erie"). According to the lease dated December 5, 2023 between Erie and the Applicant, Erie will <br /> lease 39.15 acre-feet of effluent derived from Erie's Windy Gap Project Units obtained from the Northern <br /> Water Conservancy District to be delivered during this SWSP period. Such water will be delivered to the <br /> Town of Erie's North Water Reclamation Facility (WDID 0602308) where it discharges to Boulder Creek. The <br />
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