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1988-06-20_GENERAL DOCUMENTS - C1981017
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1988-06-20_GENERAL DOCUMENTS - C1981017
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Last modified
1/6/2021 9:31:12 AM
Creation date
10/4/2012 11:22:30 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
6/20/1988
Doc Name
Bid Documents (IMP)
Permit Index Doc Type
General Correspondence
Media Type
D
Archive
No
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DRMS Re-OCR
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Signifies Re-OCR Process Performed
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r <br /> Mike Long - 2 - May 18, 1988 <br /> Don Frickle was concerned that some of the diversions visited may not be large <br /> enough to pass the required 100-year/24-hour event. He will complete his <br /> review of these permit specifics within the next several weeks. This issue <br /> relates to the current regulation modification dehate being continued by Candy <br /> Thompson with regulatory personnel of the OSMRE, regarding requiring <br /> diversions to accommodate 100-year/24 hour versus 100-year/6-hour event <br /> runoff. In the case of the Powderhorn pile, Don Frickle is also concerned <br /> that drainage from the southwestern portion of the top of the pile may not be <br /> captured by the ditches routing drainage to the sediment pond below the pile. <br /> I have indicated verbally to the OSMRE representatives that we would be <br /> willing to remedy a permitting flaw by requiring more detailed discussions of <br /> pile diversion designs in future permits. <br /> Waste Pile Configuration <br /> The waste piles at Deserado, Orchard Valley and Mt. Gunnison No. 1 seem to <br /> have passed muster. Don Frickle is checking the diversion sizing, but Lou <br /> Hamm appeared satisfied with the structural aspects of these piles. Bob <br /> Liddle reports that Cathy Welt, environmental representative for Orchard <br /> Valley, did state that they had not been conducting compaction testing for the <br /> past year, and that their engineer had inadvertently inverted the pile facial <br /> angles. As a result the slope angle of the pile faces at Orchard Valley is <br /> closer to 1 .5:1 than the specified design maximum slope gradient of 2:1 . <br /> However, these slnpes have already been topsoiled and vegetated. Both of <br /> these issues should have been caught during normal inspection and enforcement <br /> activities at the site. <br /> Lou Hamm's only concern expressed at the Coal Basin waste pile was his opinion <br /> that the terraces could be wider, which would increase the stability of the <br /> pile. This concern stems from an on-going opinion on the part of the OSMRE <br /> (Gary Fritz) that it is deleterious to allow Mid-Continent Resources to push <br /> snow over the crest and onto the face during winter Ronths. In a lengthy <br /> debate, I attempted to present the pros and cons of this consideration. <br /> (1 ) Snow and ice must be removed from the pile, as demonstrated by the <br /> unfortunate waste flows which occurred at the old waste pile on the <br /> opposite side of the valley during May of 1984. <br /> (2) Removal of snow by loaders and truck to a designated snow disposal area <br /> will only result in an ice pile which would never melt and wnuld require <br /> added disturbance area and additional maintenance considerations. <br /> (3) Insolation on the dark waste pile face appears to melt and sublimate snow <br /> fairly rapidly during the winter months. <br /> (4) The practice of pushing snow over the crest of the pile onto its face <br /> does result in some minor debris being deposited on the terrace benches. <br /> However, this problem can be remedied by regrading of the benches in <br /> early summer. <br />
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