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GENERAL37809
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Entry Properties
Last modified
8/24/2016 7:57:48 PM
Creation date
11/23/2007 9:19:31 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977215
IBM Index Class Name
General Documents
Doc Date
11/24/2003
Doc Name
Response to USFS Assessment
From
Homestake Mining Company
To
USFS
Media Type
D
Archive
No
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Mr. L. Dobson <br />11 /14/03 <br />Page 3 of 7 <br />Specific comments <br />1. Page 9, paragraph 1- As stated in General Comment 1 above, 11 psi was chosen as an indicator <br />level to monitor plug performance prior to understanding what the water level was in the deep mine <br />pool. Based upon actual water level measurements of the deep mine pool and adit plug <br />performance monitoring after installation, pressure build up behind the plug is not an issue. <br />2, Page 12, paragraph 4 - As stated above, Homestake expected the water pressure to build up to <br />I 1 psi based on the geometry of the underground workings. Prior to measuring the water level in <br />the deep mine pool, draining of the water behind the plug was only considered an option if higher <br />pressures built up above 11 psi. Based on actual water level measurements of the deep mine pool, <br />this is no longer an issue. <br />3. Page 14, paragraph 2 -The original CMP culvert in the 9360 waste rock facility terminated in <br />Windy Gulch below the toe of the waste rock. Flow from the pipe immediately entered Windy <br />Gulch. It is incorrect to state in the PA that "The pipe discharges part way down the face of the <br />waste rock dump and cascades down the waste rock to the drainage channel below." <br />4. Page 14, paragraph 3 -The sprinkler system referenced in [he eastern portion of the waste rock <br />area was removed as part of the October 2002 reclamation activities. <br />5. Page 2Q paragraph 4 - As stated above in General Comment 3, Homestake disagrees with the <br />statement in the PA that groundwater discharge supports flow in the lower reach of Windy Gulch. <br />As the alluvium thins in the lower reach, flow in the alluvium appears in the channel. This flow <br />may be considered bank flow but should not be considered groundwater discharge. <br />6. Page 21, paragraph 5 - As stated above in the previous comments, the water flowing in [he <br />alluvium of Windy Gulch is not part of an interconnected groundwater system. Rather, it is surface <br />water flowing in alluvium. The quality of the surface water in Windy Gulch may have been <br />previously impacted by contact with the waste rock. This possibility led to the reclamation <br />activities completed by Homestake in November 2002 as referenced above in the General <br />Comments section. <br />7. Page 25, paragraph 1 - Is the reference to "the entire length of Willow Creek" meant to include <br />parts of the creek upstream of historic mining activities? Based on discussions with the WCRC, it <br />is Homestake's understanding chat fish are present in the upper reaches of the Willow Creek. <br />8. Page 25, paragraph 2 -The PA, citing [he Windy Gulch Assessment (Water Management <br />Consultants, 1999), states that "the upper and lower waste rock dumps release metals to surface <br />water." In fact, the referenced report states that the "variations in water qualit~mav result from <br />exposure of Windy Gulch water to naturally mineralized rock, waste dump material, or both." <br />9. Page 29, paragraph 2 - As described below (see paragraph 3 regarding Comments on <br />Recommendations in the PA), tracer samples were taken much more frequently than referenced in <br />the PA. <br />10. Page 30, paragraph 4 -Referencing a personal communication with Les Dobson, On-Scene <br />Coordinator, Rio Grande National Forest dated October 4, 2002, the PA states that the Bassett well <br />6719-D AcnoeMV Rono NE, A~euqu[p4ue, NM B71O9 Tee: f605) 628.1621 FAX: (5051 928-1626 <br />
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