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1994-04-15_REPORT - M1977378
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1994-04-15_REPORT - M1977378
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Entry Properties
Last modified
2/2/2021 4:29:29 PM
Creation date
6/20/2012 7:07:44 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977378
IBM Index Class Name
REPORT
Doc Date
4/15/1994
Doc Name
Constr Cert Rpt
From
Sunnyside Gold Corp
To
DMG
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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� - ' ' II I I II I II I II IIII III <br /> 999 <br /> SUNNYSIIZE GOLD CORPORATION <br /> AN ECHO DAY COMPANY <br /> P.O. Box 177 .Silverton, CO 81433 <br /> Phone (303) 387-5533 .Telecopy (303) 387-5310 <br /> April 12 , 1994 <br /> r C_ <br /> Allen Sorenson, Reclamation Specialist <br /> Department of Natural Resources ' <br /> Division of Minerals and Geology <br /> 1313 Sherman Street, Room 215 <br /> Denver , CO 80203 <br /> RE: File No. M-77-378 <br /> F-L Brenneman Primary Bulkhead <br /> Construction Certification Report <br /> Dear Mr . Sorenson: <br /> This letter report is to provide the certification that <br /> construction of the F-Level Brenneman Primary Bulkhead meets or <br /> exceeds design criteria. Certification is required in the April <br /> 15, 1993 DMG adequacy concern letter (Item 4) and was committed to <br /> by SGC. <br /> The construction stages requiring certification are listed below. <br /> a) Bulkhead location preparation (scaling and washing) . <br /> The bulkhead site was scaled clean of loose material . It was <br /> then sand blasted to remove any coating that may have been <br /> present, washed down and vacuumed clean of water , sand and <br /> rock residue. This stage of site preparation was adequate to <br /> maximize the potential for bond strength between the rock and <br /> concrete bulkhead. This stage of site preparation was also <br /> inspected by John F. Abel , Jr . , P .E . (see attached letter <br /> report) before pouring. <br /> b) Laying of by-pass or diversion pipe. <br /> Not applicable to this bulkhead. <br /> c) Construction of concrete forms and erection of re-bar cages. <br /> The forms were constructed of vertical 8" x 8" S4S posts and <br /> horizontal 2" x 12" and 2" x 6" S4S lagging. Bracing <br /> consisted of angle iron and pipe anchored to the ribs, sill <br /> and back of the drift and was adequate to prevent movement <br /> during filling of the forms. <br />
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