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REV89647
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REV89647
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Entry Properties
Last modified
8/25/2016 3:11:31 AM
Creation date
11/21/2007 10:53:54 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
Revision
Doc Date
6/14/2006
Doc Name
1st Response to Adequacy Comments
From
Seneca Coal Company
To
DMG
Type & Sequence
TR29
Media Type
D
Archive
No
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Mr. Mike Boulay <br />Divir:on ofMineralr and Geology <br />Page 2 <br />4. The contour interval asgwen in the Legend it incorrectly mated ar S ft. instead of 25 ft. Pkare cared this on Exhibit 20-2. <br />Response: Ouz review of the Legend shows that it correctly identifies the contour interval as 25 ft. Eor the Postmining <br />Contours and 5 ft. for the base (undisturbed) areas. If the Legend still continues to cause confusion, please suggest an <br />alternative for clarification. <br />S. Exhibit 20-2A mar changed rign~cantly with this revision by removing most of the pre-mining topography configuration fivm the crorr- <br />rectionr. The only pre-mining topography now shown on the exhibit it in the arias that men undisturbed The primary purpose of the <br />pre-mining drporbmining rears-sections it to chow how well the ftnalgraded doper approxrnrahgre-mining doper. Pkare add the pn- <br />mining topography lines for dirturhed areas back onto Exhibit 20-2A for each cross-section. <br />Response: Pre-mining topography has been added to the exhibit. <br />6. Existing approved SEDCAD demonstration wen retained for channels YPM-8 through 13 and YPM-16. Mort of the associated <br />channel profiler for there demonstrations aLco remained the same, However, the channel profiler men nvired on Exhibit 20-2B for <br />channels 1'PM-8 and 1'PM-16, but no new SEDCf1D demonrtrationr wen submitted The existing SEDCAD demanrtrotionr for <br />channels 8 and 16 do not appear to correlate well with the new revised channel profiler. Please clarify ihir discrepancy and if necessary <br />submit new SEDCAD demonstrations for channek 8 and 16. <br />Response: We believe that when the approved profiles Eor channels YPM-8 and YPM-16 (PR-02) aze overlaid by the <br />channel profiles submitted for TR-29, there are very minor differences in the profiles. The primary differences that we <br />can find aze minor differences in the percent of grade shown on the profiles. This is solely an artifact where the grade <br />break is selected; when the postmine crontouts are compared between PR-02 and TR-29 they are very close to the same <br />(diffenntAilT'OC/iD technicians developed PA-02 and TA-29). Therefore, we believe the SEDCAD demonstrations remain <br />valid. <br />Neither of the Stork Pond Proposed Deagnr (ST-1 and ST-2) meets the nquiretnentr of 4.OA9(7)(d). Bared on the SEDC-AD <br />demonstratioru and the Stock Pond Stage Capacity infomationgiven on the plan view drawings, neither mock pond design shomr the <br />minimum 1 foot elevation of the top of the embankment above the water surface in the pond with the emergency spillway flowing at design <br />depth. It would afro be helpful to chow the ride rkpe inforreation for the embankments on rice design drawings to demonstrate <br />compliance with 4.05.9(7)(e). Pkare revue the Stock Pond ST-1 and ST-2 Proposed Derigrn (Figuresl3-12S and 13-12.6 to chow <br />the correct depth offbwforST-2 Emergency Spilhvay. <br />Response: Review of other Stock Pond design drawings at other Seneca operations, the minimum 1-foot freeboard is <br />not indicated on the design drawings; however, it is called out on Figure 13-12.5, Yoast Mine Posttnining Emergency <br />Spillway Designs, page 8 of Attachtnent 13-12, and is also documented in the SEDCAD demonstrations. <br />8. Please revise the Stock Pond Spillway Summary Table presented on page 8 of the revised Attachment >3-12 and Figure 13-12.5 to <br />sham the tarred depth of flow for ST-2 Emergency Spillway. <br />Response: Figure 13-12.5-2, Yoast Mine Postmining Emergency Spillway Designs, and page 8 of Attachment 13-12 <br />have been revised. <br />9. A SEDCAD demonstrtation shaming the rr~brnb requirements fortbe spillway channelrforST-1 and ST-2 men natincluded in <br />Appendix 13-1 Z.S. Please provide an emergency pillway channel design for each stock pond for inclusion in Appendix 13-125. <br />Response: SEDCAD demonstrations showing the riprap requirements for the spillway channels fox ST-1 and ST-2 <br />aze attached. <br />
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