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' <br /> 4.6.2 East Clearwell Crack Repair <br /> See Article 2, Existing Site and Facility Information,for photographs of cracks in East Clearwell floors. <br /> Design-Builder shall inspect and verify the length of wall and floor crack repair required with the <br /> Owner's Representative. <br /> Design-Builder shall repair all interior floor and wall cracks greater than 0.01 inches wide. Repair <br /> shall include pressure injection of the cracks with an expanding urethane grout specifically <br /> manufactured for this purpose and that is ANSI/NSF 61 approved. Inject water into the crack before <br /> injecting the grout per the manufacturer's recommendations. <br /> Product options include DeNeef Hydro Active Flex LV or SikaFix HH LV, by Sika Corporation, or other <br /> expanding urethane grout meeting ANSI/NSF 61 with approval of the Owner's Representative. <br /> The allowance amount for crack repair is$18,032.00 for 300 feet(estimated total for East <br /> Clearwell), which is a unit price of$60.1067 per foot of crack repair. If Design-Builder repairs less <br /> than 300 feet,then a deductive Change Order will be issued for the allowance amount not spent, <br /> calculated based on the unit price and the difference between 300 feet and the amount of repair <br /> actually completed. If Design-Builder repairs more than 300 feet,then a Change Order will be issued <br /> to increase the Contract Price, calculated based on the unit price and the amount of repair <br /> completed in excess of 300 feet. <br /> Based on the City's visual inspections,the City believes that these cracks do not represent a <br /> structural integrity issue. If Design-Builder believes, based on its inspection,that any cracks may be <br /> structural in nature, it shall promptly notify and consult with the Owner's Representative prior to <br /> initiating any structural repair. <br /> 4.6.3 Refurbishment of Corroded Items <br /> See Article 2, Existing Site and Facility Information,for photographs East Clearwell columns and <br /> structural connection points. Design-Builder shall inspect and verify the condition of columns and <br /> structural connection points, and identify any repairs needed to facilitate the Design-Builders <br /> Acceptable Roof System installation with the Owner's Representative. <br /> Repairs, if identified, shall include concrete and metal repair and replacement using ANSI/NSF 61 <br /> approved materials.Assume,for the purposes of estimating costs, that the top two feet of each <br /> existing structural column will require refurbishment work. <br /> The allowance amount for Refurbishment of Corroded Items is$68,473.00 for 21 columns, which is <br /> a unit price of$3,260.62 per each repair location of corroded item repair. If Design-Builder repairs <br /> fewer than 21 columns,then a deductive Change Order will be issued for the allowance amount not <br /> spent, calculated based on the unit price and the difference between 21 columns and the amount of <br /> repair work actually completed. <br /> 4.6.4 East Clearwell Leakage <br /> Based on testing conducted by the City, the East Clearwell structure is leaking at a rate of <br /> approximately 21 gpm (31,000 gal per day). <br /> The City conducted leak testing according to Section 6.2 of AWWA standard D115-06 for tendon <br /> stressed concrete tanks, with some modifications: <br /> City of Everett September 13,2017 <br /> Water Filtration Plant Clearwell Roof Replacement DB Project Supplementary Conditions Page 13 <br />