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2016-11-02_PERMIT FILE - M2016076
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2016-11-02_PERMIT FILE - M2016076
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Entry Properties
Last modified
12/10/2020 9:28:13 AM
Creation date
11/4/2016 10:03:24 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2016076
IBM Index Class Name
PERMIT FILE
Doc Date
11/2/2016
Doc Name
Application
From
Bestway Concrete Company
To
DRMS
Email Name
ERR
WHE
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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EXHIBIT G -WATER INFORMATION <br /> This information provided in this Exhibit is intended to satisfy the requirements outlined in Section <br /> 6.4.7 of the Colorado Mined Land Reclamation Board Construction Material Rules and <br /> Regulations: <br /> (a) Locate on the map(Exhibit C)tributary water courses, wells, springs, stock water <br /> ponds,reservoirs and ditches <br /> The South Platte River, Decreed Pond No. 1, Pond No. 2, Pond No. 3 (99CW150), Lupton <br /> Bottom Ditch, water well permit no. 55792-F, Well No. 1 permit no. 17179 (west), Well No. 2 <br /> permit no. 17179(east), Little Dry Creek, and numerous monitoring well on the site. Please <br /> refer to Exhibit C for locations of water courses in close proximity to the site, including wells, <br /> springs, stock water ponds, reservoirs and ditches. <br /> (b) ldentify all known aquifers <br /> The Site is underlain by the South Platte alluvial aquifer. <br /> (c) Show how water from dewatering operations or runoff from disturbed areas,piled <br /> material and operating surfaces will be managed to protect against pollution of either <br /> surface or groundwater both during and after the operation. <br /> Please refer to the Mining Plan Map in Exhibit C of this application. Mine areas will drain <br /> internally. Uncontrolled releases of surface water in disturbed areas will not occur. <br /> Stormwater collected in the active mine area will be managed through the dewatering <br /> system. <br /> (d) Estimate project water requirements including flow rates and annual volumes for the <br /> development,mining and reclamation phases of the project. <br /> Projected Use And Consumption: Annual evaporative depletions will be the evaporation <br /> from up to 5000 feet of 4-foot wide de-watering trench, located inside of the slurry wall. The <br /> total area of exposed water is 0.5 acres. The gross annual evaporation at the Fort Lupton <br /> Gravel Mine aggregate mine is 42 inches according to NOAA Technical Report NWS 33, <br /> Evaporation Atlas for the Contiguous 48 United States. Monthly evaporative losses are <br /> determined using percentages specified by the State Engineer's Office for locations below <br /> 6,300 feet. The nearest weather station is in Ft. Lupton/Brighton where the average annual <br /> precipitation is 12.99. Effective precipitation, that part of historical precipitation which was <br /> consumed by native vegetation on land to be covered by water surface, is conservatively <br /> estimated to be 70 percent of the total precipitation. The annual average effective <br /> precipitation at the property is estimated to be 9.09 inches. When subtracting the effective <br /> precipitation from the gross evaporation yields, the net annual evaporation is 32.13 inches, <br /> or 2.68 acre-feet per acre. The annual amount of evaporation from open water surfaces is <br /> 1.34 acre-feet. <br /> Mining Production& Operations: Bestway Concrete &Aggregates expects to extract a <br /> maximum of 500,000 tons annually of aggregate material from the site. The water retained <br /> in the 500,000 tons will be replaced pursuant to the Substitute Water Supply Plan (SWSP). <br /> Bestway Concrete&Aggregates—Lupton Meadows Gravel Mine—MLRB 112 Permit Application <br /> Exhibit G-1 <br />
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