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AMkk <br />t <br />16. Any special accessories, fittings, coatings, or linings not inherent within the <br />initial design of the 1" tank or double-wall UST. [Section 2631 (r)] <br />A. Approved by a nationally recognized independent testing <br />organization. <br />B. Demonstration of integrity with the 10 container or double <br />walled UST. <br />17. _jyL Tanks subject to floatation. [Section 2631 (s)] <br />A. Anchored by deadman or slab. <br />B. Anchors to be installed as specified by manufacturer. <br />C. Installation details provided on plans. <br />18. NO <br />Fiber liners between tank(s) and excavation to prevent infiltration of native <br />soil into backfill material. <br />19. Secondary container other than double -walled tanks (includes interception and <br />detection systems). [Section 2633 (f)] <br />A. Backfill in secondary container. [Section 2635 (c) 1-8] <br />B. Pore space of granular material used as backfill for primary <br />container(s) complies with Section 2631 (g). [Engineering data <br />to support capacity requirement]. <br />C. Two or more primary containers within secondary container. <br />(include information on product compatibility) <br />D. Secondary container capable of precluding highest anticipated <br />groundwater. <br />E. Secondary container sloped to a monitoring sump from which <br />leakage or precipitation can be detected and removed. <br />F. Water tight corner which extends at least a foot beyond each <br />boundary of the secondary container excavation, sloped to drain <br />away from excavation. <br />7 <br />