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PERMFILE106392
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PERMFILE106392
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Entry Properties
Last modified
8/24/2016 9:59:07 PM
Creation date
11/24/2007 1:43:22 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1989120
IBM Index Class Name
Permit File
Doc Date
2/20/1990
Doc Name
ADEQUACY ITEMS FILE M-89-120
From
TUTTLE APPLEGATE INC
To
MLRD
Media Type
D
Archive
No
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__ <br />-- <br />TUTTLE APPLEGATE, INC. <br />~~ Consultants for Land and Resource Development <br />Mr. Alichael Boyd <br />Reclamation Specialist <br />Mined Land Reclamation Division <br />February 20, 1940 <br />Page 5 <br /> <br />d. The depth and width will also be finalized once construction <br />plans have been completed. The width and depth of a key trench <br />will be a function of the depth of the reservoir and the <br />permeability of the aquifer. Typically a key trench would be dug `~ <br />3 to 5 feet into the bedrock and range in width from 10 to 15 <br />feet. <br />6. Due to concerns about filling wetlands, we have removed the <br />internal dike on the reservoir. The mining and reclamation plans <br />have been revised to reflect this change. If we decide to <br />incorporate a dike into the mining plan, we will submit an <br />amendment to the mining plan. <br />7. Shoreline stability is critical to the integrity of the clay <br />liner and the entire reservoir and will be accomplished by <br />several methods. We do not anticipate these reservoirs being <br />used for rapid drawdown. Therefore, we plan on using buried <br />concrete rubble along the shoreline, log booms, vegetation at the <br />high water line, and the use of filter materials to allow slopes <br />to drain properly. These structural improvements will be a part <br />of the construction plans for the reservoirs and will be <br />submitted to HLRD upon completion. <br />8. The operator will commit to the SCS recommendations in full. <br />If for some reason in the future there is a need to deviate from <br />these recommendations, an amendment or technical revision will be <br />filed with MLRD. <br />WATER INFORHATION E%HIBIT G <br />9. The 100 year floodplain is shown on the extraction plan. <br />The discharge is approximately 33,000 cfs. <br />10. a. The concrete rubble <br />consist mainly of blocks and <br />thickness of this rubble will <br />rubble when buried works as wi <br />durability occurs when it is <br />tends to weather. <br />buried along the river dike will <br />slabs hauled in and placed. The <br />be approximately 3 feet. Concrete <br />:11 as riprap. The only concern on <br />exposed to the elements where it <br />b. 'the rubble dike will be buried with a minimum of 24 inches <br />of overburden and topsoil. <br />
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