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2024-11-12_PERMIT FILE - M2024057
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2024-11-12_PERMIT FILE - M2024057
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Last modified
11/13/2024 9:18:50 AM
Creation date
11/13/2024 8:54:11 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2024057
IBM Index Class Name
Permit File
Doc Date
11/12/2024
Doc Name
Application
From
Farmers Reservoir & Irrigation Company
To
DRMS
Email Name
CMG
JLE
EL1
Media Type
D
Archive
No
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A ERC <br /> such that the operation can be strategically positioned during the dredging operation to minimize <br /> the haul distance from the cyclone stockpile to the fill or other stockpile areas. <br /> 4. FUTURE SAND PLANT DIRECT PROCESSING: Future plans include sending slurried material directly to <br /> a sand plant.This will enable the separation of soils into specific grain sizes suitable for hydraulic <br /> fracturing operations. <br /> 4.1 SETTLING PONDS <br /> There are five In-Reservoir (In-Res) settling ponds that are located within an outer finger of the Milton <br /> Reservoir as shown on Drawing C-5. These were constructed in 2021 in preparation for the dredge <br /> operation and consist of adjoining cells separated by low embankments. The cells are constructed such <br /> that the crest elevation of the further west basin is one foot higher than the mid cell and the mid cell is <br /> one foot higher than the eastern basin. This allows water to overflow from one cell to another when they <br /> fill with solids. When the reservoir water level falls in the winter, water drains from the base of these <br /> cells. The typical operation involves removing the materials from these basins once the materials have <br /> dewatered sufficiently to allow the material to be loaded and transported with haul trucks. Currently the <br /> In-Res basins are full. During 2025, materials will be removed from these basins and transported to the <br /> West or Load Out Stockpile as shown on Drawings C-7,C-9 and C-11. <br /> After the initial year of the dredging operation,it was found that additional settling ponds were necessary <br /> to handle the volume of materials being generated from the dredge. Consequently, nine ponds were <br /> designed and four have been constructed as shown on Drawings C-5, C-7, C-9 and C-11. The ponds are <br /> located in the northwest section of the mine area and each has a capacity of approximately 90 ac-ft. The <br /> ponds are grouped as follows. <br /> Pond 1: Located furthest north, is a single pond. <br /> Pond Complex(Ponds 2, 3A, 3B, and 4): <br /> • Pond 2: Highest elevation in the complex. <br /> • Pond 3A and 3B: Intermediate ponds. <br /> • Pond 4: Lowest elevation;overflows back into Milton Reservoir. <br /> • These ponds are interconnected via overflow spillways. <br /> Southern Ponds (Ponds 5/6 and 7/8): <br /> • Ponds 5 and 6:Connected with an overflow spillway. <br /> • Ponds 7 and 8:Connected with an overflow spillway. <br /> • Ponds cannot be continuously connected due to an oil and gas line interference. <br /> The ponds are irregularly shaped to follow the existing topography and facilitate water cascading from <br /> one pond to another through an overflow spillway. The ponds are configured to avoid oil/gas pipelines <br /> and workings and to optimize cut/fill to the extent possible. Embankments are limited to approximately <br /> 10 <br />
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