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16. Any special accessories, fittings, coatings, or linings not inherent within the <br /> initial design of the V tank or double-0 <br /> aPl UST. [Section 2632 (r)] <br /> Approved by a nationally recognized independent dent testnb <br /> organization. <br /> B. Demonstration of integrity with the 1° container b �' r or double <br /> walled UST. <br /> 17. Tanks subject to floatation. [Section 2631 (s)1 <br /> —Z'A. Anchored by deadman or lab. <br /> _.L- B. Anchors to be installed as specified by manufacturer. <br /> t/C. .Installation details provided on plans. <br /> p � <br /> 18. V14 Fiber liners between tank(s) and excavation to prevent infiltration of native <br /> soil into backfill material. <br /> 19. Secondary ainer other than double-wa d tanks (includes interception and <br /> detection syste ). [Section 2633 (f)] <br /> A. Bac in secondary ontainer. [Section 2636 (c) 1-8] <br /> B. Pore spac of gr ular material used as backfill for primary <br /> container(s) plies with Section.2631 (g). [Engineering data <br /> to support cap ity requirement]. <br /> C. Two or m e prim containers within secondary container. <br /> (include i ormation product compatibility) <br /> D. Secon ry container capa e of precluding highest anticipated <br /> groun water. <br /> E. Se ndary container sloped to a onitoring sump from which <br /> le age or precipitation can be de cted and removed. <br /> F. Vater tight corner which extends at I ast a foot beyond each <br /> boundary of the secondary container exc vation,sloped to drain <br /> away from excavation. <br /> 7 <br />