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2016-08-31_REVISION - M1991037
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2016-08-31_REVISION - M1991037
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Entry Properties
Last modified
6/16/2021 6:21:05 PM
Creation date
9/1/2016 9:48:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1991037
IBM Index Class Name
REVISION
Doc Date
8/31/2016
Doc Name
Request for Technical Revision
From
High Speed Mining
To
DRMS
Type & Sequence
TR4
Email Name
MAC
WHE
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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To DRMS Den Page 5 of 10 2016-08-31 16:05.58(GMT) 13032008630 From. Greg Le\mcki <br /> The 55-gallon steel drum, the 100 gallon mixing tank and 150-gallon water tank will all sit inside a <br /> metal stock tank of a minimum of 10 feet diameter and 2 feet tall, which is more than enough to contain <br /> 110°=0 of all tanks being.ruptured. A standard 55-gallon drum spill kit will be placed on site to be rapidly <br /> employed in case a spill of the flocculent were to occur.All employees`,will be trailed to check for spills <br /> of the flocculent and trained in the use of the spill kit. In addition, DRMS, CDPHE and Park County <br /> Department of Health will be immediately notified if any spill occurs from the flocculent. <br /> The expected wet chemical use with water will be at the ratio of 0.75-gallon liquid chemical per hour for <br /> the expected flow rate of 1400 gallons per minute. This was determined from a laboratory test conducted <br /> by Hyc hem on the actual dirty water at the Alma Placer. <br /> Therefore, since the gold operation uses a process flow rate of 1400 gallons per minute for an expected <br /> 10-hour day, the chemical will be used at the average rate of 7.5 gallons per day. See enclosed data from <br /> Hychem. <br /> The flocculent will allow all solids to settle out in the initial area of the sluice tails pond. This pond is <br /> excavated in native material, and has shown itself to not drain to the surrounding area. As the pond is <br /> used. silt and fines will build up within the pond, further reducing its permeability. <br /> Sluice Tails Pond Cleanout <br /> Using the laboratory test result of 3.4%solids in the dirty water, this means that,for a total flow of 185 <br /> cubic feel/minute, the solids are 6.3 cubic feet per minute. Assuming that the settled solids have 40°'o <br /> water by weight,this means that 8.8 cubic feet/minute of'-muck"will be produced from the sluice. For <br /> 10 hours of operation, this is 5,280 cubic feet per day, or 196 cubic yards. Cleanout of the pond wi It may <br /> not be needed since the pond area will he reclaimed by the deposition of sluice tails, however_ some <br /> quantity of fines may be used for reclamation or backfilling purposes elsewhere, and these calculations <br /> provide an estimate of how much material could be provided. Any muck extracted will be allowed to <br /> drain for a few days and the semi-dry material will be hauled to various locations on site for possible use <br /> as substitute topsoil in the reclamation. Much of the water will drain rapidly from the muck as it is <br /> placed on the bank along the pond. The dry solids removed from the pond are expected to be <br /> approximately 116 cubic yards. <br /> Water Transmission <br /> The sluice pond is not lined with a synthetic liner.The pond has been excavated in native material which has a <br /> significant proportion of fines within it. The ground water table(which is the alluvial aquifer of the river)is at least <br /> 100 feet below the sluice pond bottom Sluicing operations into the pond Nvill decrease the permeability of the pond <br /> even further,as silt and tine build up in the bottom.Water will leave this pond in two mays:recycling to the sluice <br /> itself,and evaporation.Infiltration will be negligible. <br /> 1 t is also known that the ponds cannot be receiving spring water to any si,91ilicant degree since:the water table is <br /> at least 100 feet below the bottom of the ponds. <br /> Any overflow from the sluice ponds will be contained on site by the existing site berms. <br />
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