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2014-02-27_REVISION - C1981010
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2014-02-27_REVISION - C1981010
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Entry Properties
Last modified
8/24/2016 5:40:23 PM
Creation date
2/27/2014 9:19:28 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Revision
Doc Date
2/27/2014
Doc Name
Adequacy Review No. 2
From
DRMS
To
Trapper Mining, Inc
Type & Sequence
PR7
Email Name
JLE
SB1
Media Type
D
Archive
No
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Trapper Mining, Inc. <br />C- 1981 -010; PR7 <br />Adequacy Review No. 2 <br />Page 11 of 15 <br />The PR7 bond estimate lias bee�i revised to reflect the additio�i of the Phase I and Please 11 Bond <br />Release parcels se ¶aaaratellv from the perfonna�ice bond estimate for the worst case, ear of 2014. The <br />Summary page (Table A -1 in AppeMri A; Table l.4 -1 iu the pennit text) of the PR7 bond <br />Estimate shows the costs associated with topsoil placement and revegetatioee for the Phase I and <br />Phase 1[1[ bond Release areas preceding the areas of disturbaeece associated with the worst case bond <br />year. <br />b. Division's Response: The Division is conducting a cost estimate based on our November 12, 2013 <br />meeting and the subsequent approvals of the SL 14 and SL 15 bond release applications as well as <br />the revised information submitted. <br />28. The current cost estimate includes a cost for re- grading the F -Pit. This cost appears to be based on volumes <br />derived from cross sections submitted and associated with PRO and the current Map M6. Portions of the F- <br />Pit area associated with the current reclamation cost has not been Phase I bond released. The Division <br />cannot release liability associated with backfilling and grading through the permit revision. Given this, <br />please revise the cost estimate associated with F Pit to account for the pit area that has not been granted <br />Phase I bond release. <br />a. Trapper's Response: See etplaeeatioui one item ff27. <br />b. Division's Response: The Division is conducting a cost estimate based on our November 12, 2013 <br />meeting and the subsequent approvals of the SL 14 and SL 15 bond release applications as well as <br />the revised information submitted. <br />29. The current cost estimate includes a cost for re- grading the Z dip -Pit. This cost appears to be based on <br />volumes derived from cross sections submitted and associated with PRO and the current Map M6. The Z <br />dip -Pit area associated with the current reclamation cost has not been Phase I bond released. The Division <br />cannot release liabilitv associated with backfilling and grading through the permit revision. Given this, <br />please revise the cost estimate associated with Z -dip Pit to account for the pit area that has not been granted <br />Phase I bond release. <br />a. Trapper's Response: See etplaeeatioee one item ff27. <br />b. Division's Response: The Division is conducting a cost estimate based on our November 12, 2013 <br />meeting and the subsequent approvals of the SL 14 and SL 15 bond release applications as well as <br />the revised information submitted. <br />30. The current cost estimate for the AE Pit is based on backfilling 879,238 cubic yards of material. The new <br />estimate is based on a cost for backfilling 471,746 cubic yards of material. This is 407,492 cubic yards less <br />than the current estimate. It does not appear area within AE Pit has been granted Phase I bond release. <br />Please explain this large decrease in volume needed to backfill this pit. <br />a. Trapper's Response: ]fie PR6, the bond Estimate for Last Aslnnore pit (AE pit) involved the <br />grading of the proposed cut # 49, ee leicle is approtimatele 550 fi, east of the cut (# 45) that presentl <br />exists in AE pit. At the time that PR6 was submitted, Trapper had more aggressive plans for the <br />development of AE pit and therefore the worst case sceeea rio for this pit was several cuts farther to <br />the east tleaee where it has beeue developed to date. At this time, there are eeo plans to ade aeece AE pit <br />be�-oM the existing cut (# 45) in the current 5 Year permit term. Therefore, final grading for the <br />existing cut was estHnated and reported in the PR7 bond Estimate. <br />The cut that is addressed in PRO, requires a greater volume of backfill due to being located farther <br />eastevard (than the existing cut urefereeeced in PR7). The greater overbu rde�e depths (i.e, higher sturip <br />ratio) associated evith higher elevatioue terrain to the east, results iu the higher grading volume. Eveee <br />
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