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2002-06-17_GENERAL DOCUMENTS - M2000034
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2002-06-17_GENERAL DOCUMENTS - M2000034
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Last modified
5/13/2020 1:41:05 PM
Creation date
11/23/2007 10:11:10 AM
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Template:
DRMS Permit Index
Permit No
M2000034
IBM Index Class Name
General Documents
Doc Date
6/17/2002
Doc Name
Application for TSSP for Loveland Pit
From
Applegate Group
To
DMG
Media Type
D
Archive
No
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<br />basin where it will be allowed to settle out prior to pumping into an adjacent private lake. <br />Replacements for the mining depletions will be made from a lease with the City of Loveland. <br />The lease will adequately account for the consumptive uses associated with the Loveland Pit <br />mining operation. <br />It is anticipated that mining will begin at the Loveland Pit in May of 2000. <br />PROJECTED CONSUMPTIVE USE <br />Water use at the site will include evaporation from the dewatering trench and collection azea, <br />dust control of haul roads and stockpiles, and water retained in material removed from the site. <br />Evaporative Losses <br />The NOAA Technical Report NWS 33, Evaporation Atias for the Contiguous 48 United States <br />(U.S. Department of Commerce) was used to determine gross evaporation. For this location, the <br />annual evaporation is 38.0 inches. Monthly evaporation percentages as suggested by the Office <br />of the State Engineer were used to calculate monthly evaporation. <br />Precipitation was estimated using Colorado Climate Center Website data. A copy has been <br />enclosed for your reference. Annual precipitation at this site was assumed to be equal to that at <br />the nearest gage station which is the Loveland NCWCD station. The annual mean precipitation is <br />14.75 inches (Table 1). Effective precipitation was calculated as 70% of total precipitation. Net <br />evaporation was then computed as the difference between gross evaporation and effective <br />precipitation. Net evaporation at the site was calculated to be 2.3 feet. <br />The mining operation will intercept the alluvial aquifer that supplies the Big Thompson River. In <br />order to allow for dry mining of the material, a dewatering trench will be excavated around the site <br />and be approximately 2,500 lineaz feet and 5 feet wide, which will expose approximately 0.3 acres. <br />Groundwater will flow along the trench by gravity to a 0.1 acre collection azea and will be <br />discharged into a private lake to the east of the Loveland Pit site owned by the landowner. <br />Total exposed surface azea in the dewatering trench and the collection area will be approximately <br />0.4 acre (Table 1). <br />The total evaporative consumptive use for the Loveland Pit was calculated to be 0.9 acre-feet <br />(Table 1). <br />Operational Losses <br />There will be excavation and stockpiling of mined material on site. The operator anticipates that <br />Page 2 <br />
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