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STORAGE TANK FLOOR EVALUATION <br />Date 2/21/2023MINIMUM REMAINING THICKNESS (MRT) CALCULATIONS <br />File No Report No Client Inspector Tank No Temp (deg F) <br />Canary 3134C Canary Renewables <br />Corp.Gavin Kopp T-633 3134C 100.0 <br />Liner CP Protec 50mil Liner RPB Ca <br />Shell <br />tmin <br />Shell <br />tnom D H S <br />Select Select Select Select 0.250 38.0 30.0 <br />Where; <br />Ca = corrosion allowance, in (inch). <br />MRT = minimum remaining thickness at the end of interval Or. This value must meet the requirements <br />of Table 4-1 and sections 2.4.7.4 and 2.4.8. <br />Or = In-service interval of operation (years to next internal inspection) not to exceed that allowed by <br />4.4.2. <br />RTbc = minimum remaining thickness from bottom side corrosion after repairs. <br />RTip = minimum remaining thickness from internal corrosion after repairs. <br />StPr = maximum rate of corrosion not repaired on the top side. StPr = 0 for coated areas of the bottom. <br />The expected life of the must equal or exceed Or to use StPr = 0. <br />tmin = minimum allowable thickness in accordance with requirements of Table 4-1 and sections 2.4.7.4 <br />and 2.4.8. <br />to = bottom plate original thickness. <br />UPr = maximum rate of corrosion on the bottom side. To calculate the corrosion rate, use the minimum <br />remaining thickness after repairs. Assume a linear rate based on the age of the tanks. UPr = 0 for areas <br />that have effective cathodic protection. <br />D = nominal diameter of tank, in (ft), <br />H =Height, in (ft), from the bottom of the 1st shell course to the maximum allowable fill height <br />S=Stresses are calculated from 2.34(H-1)DG/SE. <br />GENERAL PLATES-AFTER INSPECTION / REPAIRS <br />Age to RTbc RTip UPr StPr Or MRT tmin Results <br />9 0.250 <br />PLATES IN CRITICAL ZONE (3") - AFTER INSPECTION / REPAIRS <br />Age to RTbc RTip UPr StPr Or MRT tmin Results <br />9 0.250 <br />ANNULAR PLATES - AFTER INSPECTION / REPAIRS <br />Age to RTbc RTip UPr StPr Or MRT tmin Results <br />9 0.250