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2018-03-09_PERMIT FILE - M2017049 (29)
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2018-03-09_PERMIT FILE - M2017049 (29)
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Last modified
1/15/2021 11:47:59 PM
Creation date
3/9/2018 3:38:32 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2017049
IBM Index Class Name
PERMIT FILE
Doc Date
3/9/2018
Doc Name Note
PART 1 OF 3
Doc Name
Adequacy Review Response
From
Transit Mix Concrete Co.
To
DRMS
Permit Index Doc Type
Application Materials
Email Name
TC1
ERR
ECS
WHE
AME
PSH
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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o Transit Mix Concrete Co. <br /> mining areas and roadways. Cattle guards will be of typical in-ground construction. Fences <br /> will be constructed as 4 strand wire fences typically used to fence in livestock. The wire <br /> types and heights will follow CPW fencing recommendations in their "Fencing With <br /> Wildlife In Mind" document. A discussion of the fence details has been included in <br /> Exhibit D, and removal costs have been included in Exhibit L. <br /> 52) In Table E-1 -Reclamation Areas by Affected Land Type, there are values given for <br /> highwall slopes in mining phases 11, V, and VI, totaling 14.27 acres. However, in the text <br /> below Table D-3 in Exhibit D, the Applicant states highwall slopes will not be reclaimed <br /> (only highwall benches will be reclaimed). Therefore, please explain why acreage for <br /> highwall slopes was included in Table E-1. Additionally, Table D-4 shows the estimated <br /> affected lands consisting of highwall slopes to be a total of 27.17 acres. Based on Table E- <br /> 1, which shows 14.27 acres of highwall slopes will be reclaimed, this would mean 12.9 <br /> acres of highwall slopes would not be reclaimed. Please provide clarification on the values <br /> included for highwall slopes in Table E-1, or make any necessary correction(s). <br /> Response: Table E-1 has been revised to more clearly present the areas that will be <br /> reclaimed (224.76 acres), and the highwall slopes that will remain as bedrock outcrop faces <br /> (14.27 acres). The difference in highwall slope areas between Table D-3 (27.17 acres) and <br /> Table E-1 (14.27 acres) is the highwall area (12.90 acres) that are backfilled by the <br /> placement of fines in stockpiles F2 and F3. These 12.90 acres will be covered with <br /> material and graded to a 3H:1 V slope, and these areas will be reclaimed. <br /> 53) On page E-9 — Riparian, the Applicant states the drainage across the quarry area and the <br /> drainage adjacent to the F1 stockpile will be planted primarily with aspen trees. However, <br /> aspen trees were not included in the riparian species mixture. If the Applicant proposes <br /> planting aspen trees for reclamation, this species must be added to the riparian seed <br /> mixture, and associated costs must be added to the bond estimate provided in Exhibit L. <br /> The Applicant indicates slight differences in the riparian mixture may be necessary for <br /> areas with sufficient water available (Little Turkey Creek crossing) versus areas that may <br /> not have sufficient water available (drainage across quarry area and drainage adjacent to F1 <br /> stockpile). If this is the case, the Division recommends the Applicant propose two separate <br /> riparian seed mixtures. These mixtures should be displayed in a list or table format. Please <br /> provide a planting rate for all reclamation species. <br /> Response: The discussion on riparian species has been revised to include two mixes for <br /> riparian areas with varying levels of water availability. The reclamation costs in Exhibit L <br /> have been revised to include costs for both species mixtures; however, with the same <br /> planting rates and the same percentages of tree and shrub species, there is no different in <br /> the planting costs for the two riparian mixes. <br /> 54) On page E-11, the Applicant states during subsoil placement, gouges and minor <br /> undulations will be created with a backhoe or hydraulic excavator to reduce erosion on <br /> slopes. The Applicant states these features will be 1-1/2 to 2 feet deep, with the width of a <br /> hydraulic excavator bucket, and the edges of these features will be sloped to allow egress <br /> by wildlife. These depressions will be repeated in a random and overlapping pattern. The <br /> Hitch Rack Ranch Quarry(M-2017-049) <br /> Response to Comments—March 9,2018 <br />
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