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INSPEC41960
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Entry Properties
Last modified
8/24/2016 9:45:41 PM
Creation date
11/18/2007 11:24:16 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999042
IBM Index Class Name
Inspection
Doc Date
1/27/2004
Doc Name
Inspection Report
From
DMG
To
Avalanche Creek Marble & Alabaster LLC
Inspection Date
1/13/2004
Media Type
D
Archive
No
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(Page 2) <br />MINE ID # OR PROSPECTING ID # M-1999-042 <br />INSPECTION DATE 1-13-2004 <br />INSPECTOR'S INITIALS SSS <br />The purpose of this inspection is two-fold. A brief inspection of the mine site was conducted to verify that all problems noted in <br />the previous inspection report had been corrected, especially the problem regarding placement of mine waste in an <br />unauthorized area. T'he second portion of this inspection involved visual inspection of damage to the home of Ms. Renata <br />Scheder who filed a letter of concern with the U.S. Forest Service indicating that blasting at the mine caused cracks on the <br />walls of her living area. The U.S. Forest Service forwarded the letter to the attention of DMG. <br />Mine Site Insoection <br />The mine identification sign was in place and in compliance with Rule 3.1.12. <br />The partially full 55 gallon drum of waste oil was not observed on site. The permittee previously indicated that it had been <br />removed and supplied a photograph showing no drum at the location where it had been stored. <br />The waste rock pile located on the edge of the grove in the northeast corner of the lower storage area remains at that location <br />though the permit has not been revised to allow for this storage. The recent bond recalculation incorporated costs for on-site <br />disposal of this material, but the permit text and map were not subsequently revised. The permittee intended to have this pile <br />moved by this time, as the material was to be used to construct a bypass road around the mine. Since the U.S. Forest Service <br />and the permittee have not finalized the road construction details, the waste rock was not removed. The permittee hand <br />delivered a technical revision application to DMG during this inspection, addressing temporary storage of the waste rock, at it's <br />current location, until the road is constructed. No additional material has apparently been added to the pile since the previous <br />inspection. The permittee indicated that no more waste rock will be added to the pile. Therefore, the currentfinancial warranty <br />will remain adequate after this revision is finalized. <br />The above noted technical revision application also addresses the proposal to use a foam injection method of mining. The <br />process involves drilling of less holes than required for blasting. The holes are then injected with anon-toxic foam at high <br />pressure. The foam is forced into the bedding planes of the rock and breaks it without blasting. The foam is created from a <br />powder that is mixed up daily, with approximately 2 gallons per day (shift) being used. This process is still in the experimental <br />stage, with testing occurring at the White Banks Mine. The permittee indicates that this method of mining is much less labor <br />intensive and much cheaper than blasting. If the testing process works out the'bugs' in the system, the permittee indicates that <br />he fully intends to usc: this process to mine and resort to blasting only in situations where the foam injection will not provide <br />desired results. <br />The reclamation cost estimate was not recalculated as part of this inspection. The current estimate was recalculated this past <br />summer and the operation is now in compliance with the approved mine plan and reclamation plan. Therefore, the current <br />financial warranty is believed to be adequate to reclaim the site per the approved reclamation plan. <br />Scheder Home Insoection -10:00 A.M. <br />Ms. Renata Scheder pointed out cracks in the front wall and ceiling of her A frame style home (see enclosed photographs). <br />The crack in the ceiling and top of front wall on the south side of the center pillar is the most noticeable. This crack appears to <br />be 1/8 to 1/4 inch wide for an estimated 1.5 - 2 feet, tapering as it gets farther from the front wall. The crack disappears an <br />estimated 8 feet from the front wall. Other cracks appear to be less than 1 /8 inch wide and are located along either side of the <br />center pillar, in drywall between the upper and mid-level windows and between the mid-level windows and the sliding glass <br />doors. One crack is also located on the north side of the north windows, in the drywall between the mid-level window and the <br />sliding glass door (behind the hanging plant). Ms. Scheder indicated that these cracks were not present when she left for <br />vacation during the summer of 2003, but that they were there when she returned in late summer. <br />The foundation of the front house wall was inspected. There is one crack in the foundation that appears to have been repaired <br />in the past. The crack is located directly below the south side of the center pillar, where the worst of the cracking has occurred, <br />and may be the source of the damage. Ms. Scheder did not mention the foundation crack, or any repairs made to the <br />foundation, leading DIUG to believe that the foundation crack and repair was done prior to this summers blasting. That is not to <br />say that the White Banks Mine blasting did, or did not contribute to, or exacerbate the existing foundation crack. <br />
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