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2014-08-01_REVISION - C1981012
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2014-08-01_REVISION - C1981012
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Entry Properties
Last modified
8/24/2016 5:46:24 PM
Creation date
8/5/2014 8:59:45 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981012
IBM Index Class Name
Revision
Doc Date
8/1/2014
Doc Name
Response to 2nd Adequacy Review
From
Kent Gorham
To
DRMS
Type & Sequence
TR68
Email Name
LDS
Media Type
D
Archive
No
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8/5(2014 State.co.us E)ecub\e Branch Mail -RE: New Elk Mine, C1981012, TR68, Second adequacyreuew <br />= 11111111111111111h, <br />6';' R ; OF STATE <br />quCOLORADO <br />RE: New Elk Mine, C1981012, TR68, Second adequacy review <br />kent @gorhamenergyconsultants.com < kent @gorhamenergyconsultants.com> Fri, Aug 1, 2014 at 4:08 PM <br />To: "Simmons - DNR, Leigh" <leigh. Simmons @state. co. us >, Jim Stark - DNR <jim.stark @state.co.us> <br />Cc: Ron Thompson <ronthompson @newelkcoal.com >, Louis Head <Ihead @newelkcoal.com >, Alysha Hernandez - <br />DNR <alysha.hemandez @state.co.us> <br />Thank you Leigh and Jim for taking the time to meet with me yesterday. The post - meeting notes <br />reflect accurately our various discussions. Regarding the CCY, BCY, and LCY discussions, I offer <br />the following opinion, based on those discussions and the current New Elk RCE (revised <br />2/13/2013). <br />For example, for common earth, typical soil volume conversion factors for the initial bank (BCY) <br />condition of 100 would be multiply bank times 1.25 to convert to loose (LCY) and multiply bank <br />times .9 to covert to compacted (CCY). These conversion factors vary by material. For New Elk <br />topsoil, we agreed that a factor of about 122 (or 22% swell) is reasonable. <br />When the amount of topsoil thickness is investigated over and area to be disturbed, the estimated <br />topsoil volume lying in it's native state is correctly described in BCY. Once this topsoil is excavated for <br />transport, it is swelled and referred to by volume in LCY. <br />If that volume of topsoil is then stockpiled, it does undergo some amount of compaction, and <br />likely becoming a smaller volume, possibly close to the original volume in BCY. Possibly in a rare <br />case, the volume would be compacted to a volume less than the bank volume, which may be <br />close to the table value of the material in CCY. However, this condition is likely rare for topsoil. <br />Therefore we agreed that a stockpile in storage generally is a volume close to the original bank <br />volume determined from the topsoil thickness and area as the topsoil was found in the native <br />state and would be referenced in the RCE topsoil task sheets in BCY. This way, the topsoil <br />volume as originally calculated and estimated by the operator in the permit application remains <br />relatively accurate and is not unfairly of inaccurately modified through unnecessary swell that <br />would occur if one coverts the volume based on accepted science from CCY to LCY, which would <br />result in a large amount of swell based on table values. <br />I point this out simply because all of the topsoil sheets for New Elk show initial volumes of topsoil <br />in CCY and then convert to loose volumes in LCY. Two problems seem to result: First, the initial <br />volume should be in BCY (not CCY) and second, the swell factor of 1.125 should likely be closer <br />to 1.20. Or said another way, if the volume is truly CCY and being converted to LCY, a <br />conversion factor (swell) of nearly 1.35 should be used! <br />As I mentioned, successfully calculating an accurate topsoil balance at the mine is heavily <br />dependent on everyone using the same understanding, terminology and accepted table values. <br />Once this is accomplished, it is a simple matter of math to determine the correct volumes for the <br />RCE. <br />To summarize this issue, topsoil will be originally estimated via permitting actions in BCY, and if is <br />managed by nominal operations by stockpiling as is typical over the life of the mine, it will be <br />referred to in the RCE task sheets as the originally volume in stockpile (BCY) and swelled to LCY <br />by standard table values for moist earth or soil upon lay -down for final reclamation. In only rare <br />cases would the volume be reduced from BCY to CCY by compaction. And finally, it is incorrect to <br />https:Hmail.g oog le.corr✓mai 1 /u/01?ui =2&i IFe29129fcb5&view=pt& search= inbox&th= 147939de4l788599 &sim1= 147939de41788599 1/5 <br />
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