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2004-03-24_REVISION - M1977493
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2004-03-24_REVISION - M1977493
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Entry Properties
Last modified
6/16/2021 6:27:12 PM
Creation date
11/21/2007 12:58:17 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
Revision
Doc Date
3/24/2004
Doc Name
Final Stamped Rpt for the new Storke Water Return System
From
Climax Molybdenum Company
To
DMG
Type & Sequence
TR7
Media Type
D
Archive
No
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SUMMARY OF CONSTRUCTION <br />General <br />The following sections provide a summary of the project construction, problems <br />encountered and resolution of those problems, and a summary of construction material <br />tests. Selected project photographs are included in the back of this document. Other <br />photos, too numerous to be included directly with this report, are available upon request. <br />Discharge Vault <br />The project construction started in July 2003, with the excavation for the new <br />Discharge Vault, located at the end of the new Storke pipeline in the general vicinity of <br />the Scale ..House near the Mine entrance. The initial excavation revealed that the <br />location planned was too close to some buried mine water piping that would interfere <br />with the vault's construction. It was decided to move the vault approximately 15 feet to <br />the south :of the original location. Excavation at the new location proceeded without <br />further problems. The vault was constructed in stages, beginning with the floor. Some <br />of the repays installed in the wall forms were closer (3 inches .min.) to the.;forms.than_ <br />allowed by the specifications. Because of this, it was decided that both the;interior:and :.. - ; . :. . <br />exterior of the vault walls should be coated with Sonneborne HLM 5000, an elastomeric <br />waterproofing membrane system. This material will seal the concrete and add corrosion <br />protection to the vault rebar. <br />The concrete for the vault walls had problems with its delivery, taking longer than <br />allowed by the specifications to be delivered to the site after being batched. Because of <br />this, the mix was slightly out of specification. It was decided to allow the wall pour to <br />proceed. Testing of samples taken during the pour show that the strength of the <br />concrete was as specified, 4000 psi. <br />During excavation around the old discharge vault structure (which was eventually <br />abandoned and filled with concrete) it was discovered that a sewer line from the old Mill <br />building was discharging into the vault. Since the old discharge structure was to be <br />abandoned, it was necessary to re-route the existing sewer line into the new Discharge <br />3 <br />
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