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2023-02-02_PERMIT FILE - M2022013 (6)
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2023-02-02_PERMIT FILE - M2022013 (6)
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Last modified
2/2/2023 3:57:19 PM
Creation date
2/2/2023 3:32:30 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2022013
IBM Index Class Name
Permit File
Doc Date
2/2/2023
Doc Name Note
Exhibit G - Water Information
Doc Name
Adequacy Review Response #2
From
Raptor Materials LLC
To
DRMS
Email Name
RDZ
MAC
Media Type
D
Archive
No
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Page 14 <br /> 6.4.7 EXHIBIT G - Water Information <br /> As stated in Exhibit D, the conveyor will be set on an elevated structure at varying <br /> heights to be situated about the 1 in 100-year flood level. An average height of 7 <br /> feet is expected. The conveyor will be supported by legs at intervals of <br /> approximately 20 feet with typically 6- x 2- x 2-foot concrete blocks sitting on <br /> ground surface used as necessary to anchor the legs. The conveyor will span the <br /> river channel and metal (or other appropriate material) pans will be installed under <br /> the conveyor structure to prevent spillage into the river. The design will be similar <br /> to other Raptor locations where an extended span has been required to cross a <br /> county road. Final conveyor specifications are to be determined however belt width <br /> is anticipated in the range 24-36". <br /> 7Included as an addendum is the Headwaters Corporation report (July 2019) for <br /> what is generally referred to as the Westervelt project which was a stream and <br /> floodplain restoration project downstream and adjacent to the Two Rivers project <br /> at the confluence of the South Platte and Big Thomson rivers. As described in <br /> Exhibit I-J, approximately 200,000± cu.yd. of material excavated in the execution <br /> of this project was stockpiled in a 28f acre area comprising most of the North- <br /> East section of the Central Field. The Headwaters report discusses the excavation <br /> and placement of this material and expected hydrological impacts. <br /> 8A groundwater monitoring plan has been prepared for the Two Rivers project and <br /> is attached as an addendum to this Exhibit G. <br /> (3) The three components of the project water requirements are water removed for <br /> dust control, water removed with the product, and evaporation from exposed <br /> ground water. Dust will be controlled using truck sprinklers, and the estimated <br /> frequency is one to ten loads per day depending upon field conditions. Dust will <br /> be controlled using truck sprinklers, and the estimated frequency varies daily <br /> according to seasonal influences of rain, snow, freezing, and temperatures (Refer <br /> to Seasonal Temperatures and Precipitation. At 3,000 gallons of truck capacity, <br /> the annual demand is 10.6 acre-feet. (Refer to following Chart (days of hot, <br /> freezing, rainy and snowy days derived from: <br /> https://www.bestplaces.net/weather/county/colorado/weld): <br /> Adequacy Item 45:Headwaters addendum explanation <br /> s Adequacy Item 46 <br /> VARRA COMPANIES, INC. TWO RIVERS SAND GRAVEL AND RESERVOIR PROJECT MARCH 2O22 <br /> A REGULAR IMPACT[1121 CONSTRUCTION PERMIT APPLICATION-COLORADO DIVISION OF RECLAMATION MINING&SAFETY <br /> OFFICE OF MINED LAND RECLAMATION <br />
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