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2023-02-24_HYDROLOGY - M2004009 (2)
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2023-02-24_HYDROLOGY - M2004009 (2)
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Last modified
2/28/2023 10:37:43 AM
Creation date
2/27/2023 7:32:43 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2004009
IBM Index Class Name
Hydrology
Doc Date
2/24/2023
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 7 <br /> February 24, 2023 <br /> In accordance with approach nos. 1 and 3, ASCI has indicated that a bond has been obtained for <br /> $1,114,000.00 through the DRMS for lining of this site to assure that depletions from groundwater <br /> evaporation do not occur in the unforeseen event(s) that would lead to the abandonment of the Pit. <br /> Depletions <br /> Projected depletions at the site consist of evaporative depletions, dust control, dewatering, and lagged <br /> depletions from past mining activities. <br /> Evaporation <br /> The Applicant anticipates that groundwater will be exposed within Cells 2A, 213, 5, and 6 as shown in <br /> Table A below. The area of exposed groundwater for the wash pond and settling pond in Cells 2A and 2B <br /> will remain 4.0 acres throughout the SWSP period. The pump basin and dewatering trench (1,060 feet x 6 <br /> feet) in Cells 5 and 6 will expose 0.75 acres. <br /> Table A: Ex osed Surface Area by Cell Acres <br /> Cell 2A Cell 2B Cells 5 and 6 Total <br /> Wash Pond Settling Pond Pump Basin Dewaterin Trench <br /> 2.0 2.0 0.6 0.15 4.75 <br /> The Applicant proposes to replace evaporation from exposed groundwater at the site based upon <br /> evaporation atlases in NOAA Technical Report NWS 33 and the SEO monthly distribution factors for sites <br /> below 6,500 feet, as shown in attached Tables 1 and 2 (attached). Gross annual evaporation at the gravel <br /> pit location is estimated to be 39 inches per year. Net evaporation is defined as gross evaporation less the <br /> consumptive use of water by vegetation that naturally occurred at the site prior to construction of the <br /> pit. The historical consumptive use was assumed to be equal to the effective precipitation, which was <br /> estimated based on the data from the Longmont South NCWCD weather station (record 1994-2018). The <br /> net evaporation from the exposed water surface is estimated at 28.25 inches per year. Total evaporative <br /> depletions are estimated at 11.18 acre-feet during this SWSP period, as shown on Table 2 (attached). <br /> Computation of evaporation under this SWSP was reduced during the ice covered period. It was assumed <br /> that the ice covered period will occur during the months of December and January based on average <br /> monthly temperatures less than 32°F taken from the Longmont South NCWCD weather station (record <br /> 1994-2016). However, for the purpose of this SWSP, the Applicant shall replace the net evaporation <br /> depletions from the exposed groundwater surface area that may occur during the assumed ice covered <br /> period (the months of December and January) for any time that the pit is not completely covered by ice. <br /> Computation of the net evaporation during any time that the pit is not completely covered by ice shall be <br /> determined as the pro-rata amount of the monthly gross evaporation rate distribution amount identified <br /> in the State Engineer's General Guidelines for Substitute Supply Plans for Sand and Gravel Pits, <br /> subtracting the pro-rata amount of the effective precipitation for that period. <br /> Dust Control <br /> The Applicant projects that 1.76 acre-feet will be used in Cells 2A and 2B for dust control during this <br /> SWSP period, as shown in column 5 of Table 3 (attached). <br />
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