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2009-01-13_GENERAL DOCUMENTS - M1984101 (5)
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2009-01-13_GENERAL DOCUMENTS - M1984101 (5)
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Last modified
8/24/2016 3:39:52 PM
Creation date
2/26/2009 2:55:00 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1984101
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
1/13/2009
Doc Name
Referral Response- Additional 4
From
Park County
To
DRMS
Permit Index Doc Type
Gen. Correspondence
Media Type
D
Archive
No
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J <br />Exhibit G - Water Resources <br />Surface Water <br />Mining is expected to have minimal impact on the prevailing hydrologic <br />balance. No streams or springs exist within or nearby the permit area. <br />Runoff is limited to periods of snow melt and summer storms, and occurs as <br />overland flow across the permit area. No channelized water courses exist on the site. <br />The velocity of runoff is very low owing to the nearly level land slope. The surface <br />gradient typically ranges from only about 0.4 to 0.8 percent over most of .the affected <br />area. Any storm water occurring on site will be easily controlled by simple ditches, <br />berms and impoundment as described below. <br />Irrigation Ditches and Other Structures <br />-No irrigation ditches or other structures currently occur on site. <br />Ground Water <br />According to the current lessee, ground water typically occurs at a depth of 10 to <br />12 feet below the surface, depending on location. The operation will be mined in a <br />manner to not permanently expose the ground water table. <br />Storm Water Control <br />A simple runoff control impoundment will be created on the extreme southeast <br />part of the permit area to intercept storm water from disturbed portions of the site. The <br />basin will be created by sub grade excavation resulting from extraction of the <br />aggregate -- it will not be necessary to create a dam embankment above grade. Most <br />of the storm water runoff from the disturbed portions of the area will naturally flow to the <br />area excavated, particularly as the pit expands. If necessary, small local diversion <br />ditches and or earthen berms will be field engineered as required to route any <br />-13-
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