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2021-03-19_REVISION - C1981019 (4)
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2021-03-19_REVISION - C1981019 (4)
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Last modified
3/22/2021 6:56:38 AM
Creation date
3/22/2021 6:35:13 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Revision
Doc Date
3/19/2021
Doc Name
Adequacy Review #3
From
DRMS
To
Colowyo Coal COmpany LP
Type & Sequence
TR145
Email Name
ZTT
JDM
Media Type
D
Archive
No
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5. Please explain how the CN values were chosen for the post -mining conditions to model in SEDCAD. In <br />Figure Exh. 7-14ET-2 the large majority of the drainage area has a CN of 62 (925 acres out of 1049 acres). <br />Please explain why that is the worst -case hydrologic condition. <br />Colowyo: Curve numbers are selected in accordance with Table I in Exhibit 7 in Volume 2D in the approved <br />permit as required, and the model methodology is further descried in Volume 2D, Exhibit 7 Methodologies and <br />Assumptions for Sedimentation Pond Evaluations, Section 1.5. <br />The East Taylor Pond watershed in its current condition, a large portion of which the southern portion of the <br />watershed is not reporting to the pond due mostly to the existence of the final cut of the West Pit, and other areas <br />that have not been backfilled and graded to date. Therefore, a large volume of surface water flows are being <br />contained within the final cut of the West Pit and other mining related disturbances in the southern portion of the <br />watershed, and are not reporting to the East Taylor Pond. West Pit reclamation areas currently reporting to the <br />East Taylor Pond are well established and the majority are Phase II released further indicating surface water <br />flows from these reclamation parcels in the West Pit reclamation are being reduced by successful revegetation. <br />Once the southern portion of the East Taylor watershed is reclaimed, the post mine condition, a much larger area <br />that was not previously reporting to the pond will be contributing within the watershed to the East Taylor Pond <br />that at this time is not due to the West Pit and other disturbed areas limiting flows. <br />Division: The Tri-State response does not completely address the Division's comment. Please explain why the <br />worst -case condition, soon after the West Pit has been entirely reclaimed and a large part of the watershed is <br />bare soil, is not modeled for the East Taylor Pond analysis. The Division refers Tri-State to the following <br />language on page Exh. 7-ET-2: "The following pages present the results of the SEDCADTm models for the worst <br />case hydrologic conditions under the post mining condition. At this stage the oldest reclamation is on the <br />northern extent of the reclaimed West Pit, and the younger (topsoil and seeded) reclamation is the southern <br />reaches of the East Taylor Pond watershed. " It is our opinion that this language suggests that the southern <br />parcels of the watershed should by modeled with a curve number higher than 62. <br />Colowyo: First, it appears the Division is not reviewing the proper materials submitted under the second <br />adequacy response for TR-145 for Appendix Exh. 7-14ET. Please refer to page Exh. 7-ET-2, dated 1120121 on the <br />footer, first paragraph under East Taylor Pond. There are not any references to a worst -case scenario only the <br />post mining condition. Second, all SECADTmmodels for all watersheds at Colowyo, in the post mining condition, <br />are setup exactly the same manner in accordance with Table I in Exhibit 7, and Exhibit 7 Methodologies and <br />Assumptions for Sedimentation Pond Evaluations, Section 1.5. Tri-State believes it might be helpful for the <br />Division to refer to Map 29. The spoil grading timing shown on Map 29 is where the applicable timing <br />corresponds to the curve numbers selected for this pond model and other pond models whose watersheds <br />correspond to the timing on Map 29. This approach is also outlined in the last sentence in Section 1.5 in Exhibit <br />7 Methodologies and Assumptions for Sediment Pond Evaluations. Finally, the Division is suggesting with this <br />adequacy comment on changing the approved post mining model methodology that is currently approved in the <br />permit and has been utilized at Colowyo for some time. A change in this methodology has drastic impacts to most <br />of the pond models at Colowyo, and Tri-State does not agree there is a need to change a model methodology that <br />has been successfully implemented, nor revising a model that is compliance with the Rules and complies with the <br />model methodology outlined in the permit. <br />After reviewing the all associated pages submitted for TR-145 dated 1/20/21, it does not appear Colowyo <br />has provided page Exh. 7-ET-2. Please provide the referenced page. <br />Regarding curve numbers and stage of reclamation, the PAP shows under Table 1, SCS Curve Number <br />(page 4 of Exhibit 7) for lands with less than three years of vegetation growth, the CN value should be <br />greater than 62. Please provide and explanation to why most of the areas in the East Taylor Pond <br />watershed have a CN value of 62 despite the fact that Map 29 shows significant reclamation after year <br />2020. <br />6. This Item has been resolved. <br />7. This Item has been resolved. <br />
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