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PERMFILE102678
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Last modified
8/24/2016 9:56:29 PM
Creation date
11/24/2007 9:06:14 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000113
IBM Index Class Name
Permit File
Doc Date
12/28/2000
Doc Name
MAMM CREEK GRAVEL PIT ROARING FORK RESOURCES INC FILE NO M-2000-113
From
BALAZ & ASSOCIATES INC
To
DMG
Media Type
D
Archive
No
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Mr. Gregg Squire , • <br />Page 7 <br />December 21, 2000 <br />While there is no well permit for the property adjacent to the project site west property line, it is <br />assumed that this house has a well due to its age. <br />There is one spring adjacent to the Snyder ranch house. <br />Item 25 -Augmentation plan. The operator intends on having an augmentation plan approved by <br />the Office of the State Engineer prior to disturbing any groundwater. A copy of the approval <br />letter will be forwarded to the Division's Denver office. <br />Item 26 -Alluvial aquifer determination. -The table below contains information on the depth to <br />groundwater based on test pits. <br /> Elevation, ft. <br />Minin Area Surface Groundwater De th, ft <br />West End 5326.47 5316.72 9.75 <br />Slough to East Pro ert Line 5334.07 5326.32 7.75 <br /> 5336.76 5330.76 6.00 <br /> 5335.37 5328.37 7.00 <br /> 5337.39 5330.39 7.00 <br /> 5339.89 5331.89 8.00 <br />West Pro erty Line to Horse Fence 5341.45 5334.45 7.00 <br /> 5344.21 5332.21 12.00 <br /> 5345.71 5338.71 7.00 <br />These measurements in the above table were taken in December, 1999 using a tape measure. No <br />water quality samples were taken. <br />The elevations of the groundwater are below the surface of the Colorado River indicating that the <br />gravel is an aquifer associated with the river. If the groundwater elevations were above the river <br />elevations it would be indicative the gravel being recharged from a higher elevation. The shale <br />layer below the gravel resource is assumed to be an aquatard. Conversations with the USGS and <br />State Engineers office did not produce any information on groundwater aquifers for this area of <br />Colorado. <br />Using the USGS Gauging Station below Glenwood Springs, the Colorado River is expected to <br />fluctuate from 1.07 feet to 8.89 feet above an assumed low flow gage reading of 3.60. This low <br />flow value is from the first half of March, 1999. The average depth of peak flow above low flow <br />is 4.74 feet. See attached Table G-4. <br />Item 27 -Direction of flow for alluvial aquifer. -Based on Item 26, the groundwater flow <br />direction and hydraulic gradient area expected to follow those of the Colorado River. <br />
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