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12-28-2015 Council Packet
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12-28-2015 Council Packet
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City Council
Council Document Type
Council Packet
Meeting Date
12/28/2015
Council Meeting Type
Regular
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7 <br />3.1.7 Remove all erection bracket scab marks below the HWL by air arc <br />gouging, cutting torch, or grinding. Repair the tank surface by welding <br />and grinding. This will comply with AWWA D100-11. This work will <br />require approximately 50 man-hours. <br />3.1.8 Grind off all weld spatter and other surface defects below the HWL. <br />This will comply with AWWA D100-11. This work will require <br />approximately 15 man-hours. <br />3.1.9 Remove the abandoned C. P. system support brackets from the interior. <br />See photo 21. <br />3 1.10 Replace the gasket on the 24 -inch diameter round bowl manway. See <br />photo 23. <br />3 1.11 Cathodic Protection (see 3.3). <br />3.2 Interior Wet Coating <br />3.2.1 The tower was built and the interior wet area was last coated in 1992 and <br />is now 22 years old. The interior wet coating above the high water line <br />(HWL) is in fair to poor condition, with failures occurring at unwelded <br />seams and rust streaking emanating from areas inaccessible to coating. <br />The coating below the HWL is in fair condition with failures occurring <br />at random locations primarily on the cone section. The coating failures <br />are occurring primarily due to age and general deterioration. The poor <br />substrate condition under the coating along with the age of the coating <br />means that the coating is not repairable. The tank will require a <br />complete new interior coating within three to five years. See photos 2 <br />through 24. <br />3.2.2 After structural repairs are completed, all the reservoir surfaces should <br />be abrasive blasted to an SSPC-SP-10 Near White Metal Blast and <br />coated with a light-colored zinc/polyamide epoxy system (similar to the <br />Tnemec Series 91-H20 Hydro-Zinc/Series N140 Pota-Pox Plus Epoxy <br />coatings). <br />3.2.3 Widespread staining is occurring on the submerged areas of the interior <br />(those areas below the normal high water level). After a new coating <br />system is applied, the City of Lino Lakes should consider periodic <br />cleaning of the tank surfaces with approved cleaning agents and methods <br />in conjunction with scheduled inspections and evaluations. KLM can <br />provide recommendations on cleaning methods and assistance with the <br />cleaning upon request. See photos 12 through 21. <br />
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