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1111111111111111111 <br /> 999 <br /> SUNNYSIDE GOLD CORPORAVON <br /> AN EC21O 13"COMPANY <br /> P.O. Box 177 .Silverton, CO 81433 <br /> Phone (303) 387-5533 .Telecopy (303) 387-5310 <br /> May 16 , 1994 <br /> } MAY .l,8 7994 v- <br /> Allen Sorenson, Reclamation Specialist ; <br /> Department of Natural Resources <br /> Division of Minerals and Geology <br /> 1313 Sherman Street, Room 215 <br /> Denver , Colorad,o�80203 <br /> RE: File No. M77-378 , TR-14 <br /> B-L Brenneman Primary Bulkhead wall irregularity <br /> Dear Mr . Sorenson: <br /> The design assumption that enough perimeter area irregularity <br /> exists at each of the bulkhead sites to prevent bulkhead failure by <br /> thrust is to be confirmed prior to pouring of the bulkhead or a <br /> design for shear pins is to be submitted to the Division if the <br /> design assumption cannot be confirmed. Because of the relatively <br /> small irregularity (0. 15" ) and quantity (100 of the perimeter area) <br /> of intact rock irregularities required, it would be very difficult <br /> to verify if a bulkhead site was marginal in respect to these <br /> design assumptions. The B-L Brenneman Primary Bulkhead site is not <br /> marginal . Attached are x-sections, long sections and plan sections <br /> to provide documentation to demonstrate that the design assumptions <br /> are valid . The following estimation of wall irregularity <br /> percentage is similar to that provided for the F-L Brenneman <br /> Secondary Bulkhead , F-L Brenneman Primary Bulkhead and B-L <br /> Brenneman Secondary Bulkhead. <br /> The x-sections show a taper towards the back of the bulkhead (see <br /> Table 1) . The section following the bulkhead (when overlain) shows <br /> additional taper beyond the bulkhead. The bulkhead will be <br /> adequately anchored against thrust movement. <br /> TABLE 1 <br /> SECTION X-Sectional Area (sq. ft. ) Comment <br /> 0 + 11 . 2 79. 71 Water-side <br /> 0 + 12 . 2 76 . 38 <br /> 0 + 13. 2 74. 82 <br /> 0 + 14 . 2 68 . 48 Air-side <br />