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HON.#KE • <br />ALAN D. COX <br />CORPORATE MANAGER, ENVIRONMENTAL AFFAIRS <br />Mr. Steve Shuey <br />Division of Minerals and Geology <br />Durango Field Office <br />484 Turner Drive <br />Building F, Room 101 <br />Durango, Colorado 81301 <br />iiiiiiiuiiniiiiii <br />RECEIVED <br />~a~z 31 ~sse <br />Division of Minerals 8 Geology l,I, <br />March 16, 1996 A~~. <br />®EiVVE~i OFFICE <br />PUBLtC FILE COPY <br />FILE:__ t~~ ~~ 2 t S- <br />SITE: 3,~ 1 ~ ,.~ e <br />TR-a'I <br />~ 2 61'9 <br />pg~ngo Fle1d OHS logy <br />oNiak,n of Marerals <br />RE: Bulldog Mine, 9360 Adit Seal Installation <br />Response ro Comments on Technical Revision No. 7 <br />Dear Mr. Shuey: <br />Thank you for your timely review and comment on Homestake Mining Company's application for <br />Technical Revision No. 7 to Permit M-77-215. This letter provides responses for your comments <br />as provided to Homestake in your February 20, 1998 fetter (attached as Appendix A?. Our <br />responses are numbered consistently with your four comments. <br />As specfied in TR-07, the concrete for pouring the edit plug will be Fosroc-Terrecem, a <br />modified Type 5 cement, which offers acid resistance, a high ground slag content, and no <br />free residual lime. The gradation of aggregate will be as shown in Appendix 8. <br />2. The required edit plug water drain pipe will be a 3-inch diameter, 316 stainless steel, <br />Schedule 40 pipe. Pipe weight is 7.6 Ibs/ft. ID 3.068-in, wall thickness 0.216-in. <br />3. As part of the response to item 3, it is important to review the hydrogeological conditions in <br />the 9360 Adis, the rationale for installing a plug, and the anticipated benefits. The <br />monitoring plan associated with the edit plug needs to consider the specific site conditions <br />and objectives of the edit plug. <br />Prior to the most recent re-opening the 9360 Adit in late 1997, minor seepage was observed <br />outside the portal during the abnormally wet spring of 1995. As a result, Homesteke made a <br />decision to re-0pen the edit to observe water conditions and to mitigate surficial seepage. <br />Driving reports written during edit construction indicate that much of the edit inflow may <br />occur near the contact between the Creede Formation and the Bachelor Mountain Rhyolite. <br />During operation of the mine, seasonal vertical seepage was also observed from the Creede <br />Formation nearer to the portal. These observations indicate that edit flow is most likely the <br />result of shallow seepage from the Creede Formation into the edit. This is consistent with the <br />conceptual hydrogeological model of the site. The Creede Formation is largely asail-like <br />material and is expected to have a higher hydraulic conductivity than the underlying rhyolite. <br />Therefore, seasonal recharge to the Creede would be anticipated to percolate vertically until <br />reaching the rhyolite contact and then flow along the contact. <br />HOMESTAKE MINING COMPANY <br />650 CALIFORNIA STREET • SAN FRANCISCO • CA 911062]!8 II15) 9BI-0~50 <br />