COMPLIANCE INFO_2010-2012 - Laserfiche WebLink

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• All sand must be compacted to a minimum 90% • • • • , standard proctor density. Sand should be compacted in maximum 12 inch lifts. Compaction may be , accomplished by the use of hand-held compaction equipment, such as mechanical plate vibrators Fuel vapors may be present in the tank sump.To operating at 2000 to 3000 vibrations per minute. prevent fire or explosion hazard,keep all ignition • Prior to placement of at least three feet of cover over sources away when removing sump enclosure lid. the tank, no vehicular traffic or surface loads imposed Treat any entry into sump area as confined p space entry. by vehicle compaction equipment are allowed. 0Milk Important: Isolate All Sumps From Direct Traffic Loading. Figure H-'I ASPHYXIATION FIRE EXPLOSION Manhole Watertight Reinforced Concrete Sump Lid Leak test containment collar and sump every 12 months, using standing water test(section F). Anytime sump components have been abused, 2"min. damaged, or worn, test sump immediately for Rigid Board potential leaks.Test more frequently if codes require. (5'x 5'x 3/4") Enclosure Top • The o-ring lubricant will require periodic replacement OptionSump Bodyund as it will degrade over time.Any lubricant that will -- Extension not dissolve in gasoline or water, nor attack Buna-N rubber is acceptable. While not as long lasting, other Polygon or Round lubricants like barium grease, or petroleum jelly can Sump Body also be used. Lubricant can be applied directly to the o-ring or to the inside surface of the lid flange. Adhesive Channel • Remove the WT lid by using one handle along the Electronic Containment Collar edge of the lid. Leak Sensor • The gasket is a maintenance item which will have to be replaced periodically or when it shows a leak during a tightness test. After backfilling to top of sump • The sump must be continuously monitored with an • Backfill around sump top to a minimum of 2" above electronic leak detector for potential spills or leaks. the horizontal position of the enclosed top. Place a 5'x 5'x 3/4" rigid board with hole cut out to fit around tank sump on backfill to support concrete and provide 0N CHECkLlSi� a channel for water runoff(see Figure H-1). • Use a grade access manhole large enough to allow • See next page. sump lid removal after installation. • Pour slab directly onto rigid board. • If the sump is located in a traffic area, the concrete traffic pad, reinforcement and thickness, must be designed for job conditions and traffic loads to assure concrete traffic pad integrity. It is the responsibility of the tank owner or tank owner's representative to design the traffic pad for all loads. Copyright©2008 Containment Solutions,Inc.•All Rights Reserved•Litho in U.S.A.,December 2008•Pub.No.INST 6030E 6