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PERMFILE102678
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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 4 <br />December 21, 2000 <br />The water intake for the City of Rifle is located on the north side of the Colorado River <br />approximately 1600 feet downstream from the west property boundary of the project site. The <br />vicinity map has been revised to show the location of the City of Rifle's intake since the scale of <br />Exhibit C-1 does not cover that area. Exhibit C-1 has been revised to indicate the location of the <br />City of Rifle's intake from the west property line. <br />Item 8 -Mining schedule renewable resource area. As stated in Item 2 above, the renewable <br />resource area will be mined in low flow periods only. The low flow period is generally expected <br />to be between October 1 and March 31. However, the low flow period will vary depending on <br />snow pack and weather conditions in the drainage basin. As such the renewable resource area <br />operating schedule may vary from that mentioned above if the water level in the Colorado River <br />is low enough to allow safe mining in the renewable resource area before or after the above <br />mentioned dates. <br />After the initial mining of the renewable resource area, the frequency of mining will be determined <br />by the rate of recharge and is expected to be variable ranging from as frequently as annually to as <br />low as once every five years. <br />item 9 -Renewable resource area barriers. The 150 feet barriers are proposed for both the upper <br />and lower ends. The upper end barrier is used to minimize potential erosion of the barrier by the <br />river as the high runoff flows overtop the barrier and enter the renewable resource area. The <br />lower end barrier is designed to control the flow of water leaving the renewable resource area in <br />high flows and to keep out backwater flows from the main channel when the river flows are low. <br />The barrier design for both ends spans the total distance between the banks of the river thereby <br />creating a bank that is 150 feet by 300 feet on the upper end and 150 feet by 225 feet on the lower <br />end. These dimensions are on top of the barrier. The base of the barrier will be larger. <br />The perimeter of the renewable resource area in between the upper and lower end barrier is <br />protected by the 3:1 slope left in place after mining. <br />Item 2 in the response to Mr. Allen Sorenson's review comments provides the specific design <br />details for the barriers. <br />item 10 -Verifying mining depth in the renewable resource area. Item 1 in the response to Mr. <br />Allen Sorenson's review comments provides the cross section information and describes the <br />method to verify depth. <br />item 11 - Bedload deposition renewable resource area. BAI is not aware of any bedload studies <br />for this section of the Colorado River. The renewable resource area has been proposed to see if <br />the river can provide sufficient bedload deposition for the concept to be viable. Roaring Fork <br />Resources wishes to study the feasibility of mining an overflow area of a river because it provides <br />the potential to mine gravel with minimal environmental impacts. The cross sections established <br />to verify mining depth will also be used to determine the bedload deposition after the runoff is <br />over and prior to mining the renewable resource area after the initial mining. <br />
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