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2021-02-04_HYDROLOGY - M2004013
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2021-02-04_HYDROLOGY - M2004013
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Last modified
12/28/2024 6:41:24 AM
Creation date
2/9/2021 6:45:20 AM
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Template:
DRMS Permit Index
Permit No
M2004013
IBM Index Class Name
Hydrology
Doc Date
2/4/2021
Doc Name
Substitute Water Supply Plan
From
DWR
To
DRMS
Email Name
JPL
Media Type
D
Archive
No
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Krystle Ervin <br /> February 4, 2021 <br /> Page 3 of 7 <br /> and the maximum exposed area will be 9.76 acres. The total water consumption from sand <br /> production during the two years is estimated at 12.36 acre-feet. The total water consumption <br /> during the two years for dust suppression is estimated at 3.36 acre-feet. Your attached Table <br /> 1A shows the site net evaporation calculations (43.52 acre-feet) and water consumed by site <br /> operations (15.72 acre-feet). <br /> Under Scenario B during the time actively being mined, evaporation will occur from a <br /> maximum of 4.57 acres of water in the four settling and wash ponds and a dewatering <br /> trench. During the first year, the area of exposed water surface will be 9.76 acres, and <br /> during the second year the area of exposed water surface will vary. The total water <br /> consumption from sand production during the year of operation is estimated at 6.18 <br /> acre-feet. The total water consumption for dust suppression is estimated at 1.68 acre-feet. <br /> Your attached Table 1 B shows the site net evaporation calculations (56.02 acre-feet) and <br /> water consumed by site operations (7.86 acre-feet). <br /> Under Scenario C, evaporation will occur from exposure of a consistent 9.76 acres of water <br /> in four settling and wash ponds and in the mined cell during the years 2021 and 2022. Your <br /> attached Table 1 C shows the site net evaporation calculations (68.52 acre-feet) and water <br /> consumed by site operations (0 acre-feet). <br /> Under Scenario D, during the time when the cell is actively being mined, evaporation will <br /> occur from a maximum of 4.57 acres of water in the four settling and wash ponds and a <br /> dewatering trench. During the first year, the area of exposed water surface will vary, and the <br /> maximum exposed area will be 9.76 acres. After the slurry wall is constructed in March <br /> 2021, the area of exposed water will remain at 4.57 acres. The total water consumption from <br /> sand production during the two years is estimated at 12.36 acre-feet. The total water <br /> consumption during the two years for dust suppression is estimated at 3.36 acre-feet. Your <br /> attached Table 1 D shows the site net evaporation calculations (33.35 acre-feet) and water <br /> consumed by site operations (15.72 acre-feet). <br /> Under Scenario E during the time actively being mined, evaporation will occur from a <br /> maximum of 4.57 acres of water in the four settling and wash ponds and a dewatering <br /> trench. During the first year, the area of exposed water surface will be 9.76 acres, and <br /> during the second year the area of exposed water surface will vary. After the slurry wall is <br /> constructed in March 2022, the area of exposed water will remain at 4.57 acres. The total <br /> water consumption from sand production during the year of operation is estimated at 6.18 <br /> acre-feet. The total water consumption for dust suppression is estimated at 1.68 acre-feet. <br /> Your attached Table 1 E shows the site net evaporation calculations (51.56 acre-feet) and <br /> water consumed by site operations (7.86 acre-feet). <br /> You have provided a monthly breakdown of lagged depletions at this site for each of the <br /> aforementioned scenarios in your attached Tables 1A-1 E. The Glover stream depletion <br /> analytical model was used to determine the lagged effects of the evaporation and <br /> operational losses from the mine. The model was developed for depletions to the Arkansas <br /> River under the following assumptions: X=2,030 feet (the distance from the centroid of the <br /> exposed surface area to the river), 2) W=7,875 feet (the distance from the aquifer boundary <br /> through the exposed surface area to the river channel), 3) T=100,000 gal/day/ft <br /> (transmissivity of the alluvial aquifer between the well and the river), and 4) S=0.2 (specific <br /> yield). <br /> Table 1A shows that under Scenario A, the lagged stream depletions during the period <br /> January 2021 - December 2021 are estimated to be 34.98 acre-feet and the lagged stream <br /> depletions during the period January 2022 - December 2022 are estimated to be 37.06 <br />
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