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• <br />• <br />71 <br />2. The piping should be <br />separated by a distance <br />of at least four to six <br />inches (100 mm -150 <br />mm). See Fig. 1.6.3. <br />For double-wall sec- <br />ondary containment <br />piping installations, re- <br />fer to Part Two, Section <br />3, Fig. 2.3.1 for proper <br />distances. <br />Compact backfill care- <br />fully over and around <br />the piping system (see <br />Fig. 1.6.1). When using <br />tamping equipment, <br />take care to prevent vi- <br />bration from driving <br />small stones into the <br />pipe wall. <br />SECTION 6 + Installation <br />�r+•�-r+•�-r+•ter+ r%,_for- <br />(.6 <br />}ILI }Ll }Ll �Ll <br />}L) Table 1.6.1 <br />ILI�• 4" (min.).1 t <br />700 mm _ 1 <br />Table 1.6.1 <br />1 } <br />"I 'l <br />- , - - - -- `i - 6 (min.) <br />150 mm <br />The pipe must be completely surrounded with <br />select backfill (sand or 1/8" to 3/4" pea gravel). 6" FIGURE 1.6.3 <br />The amount of Com- I 150 Mm <br />paction and the type of <br />soil determines the soil modulus. For example, pea <br />gravel has a typical modulus of 1,000 psi with no com- <br />paction, while sand requires slight compaction (85% <br />Proctor density) to achieve a modulus of 1,000 psi. <br />Refer to ASTM D3839 or AWWA C950 for further de- <br />tails. <br />Cover the pipe as soon as possible after successful test- <br />ing to eliminate the chance of damage to the pipe, <br />floating of the pipe due to flooding, or shifting of the <br />line due to <br />Backfill must ,q "►iti <br />be tamped into <br />shaded areas. <br />FIGURE 1.6.1 <br />cave-ins. If <br />damage is sus- <br />pected, the <br />lines should be <br />retested. <br />Frozen earth <br />will eventually <br />thaw, leaving <br />the pipe with <br />insufficient <br />support and <br />voids around <br />the pipe. Take <br />care to remove <br />frozen lumps <br />from all backfill <br />materials before <br />backfilling (see <br />Fig. 1.6.2). <br />Remember, in all <br />cases, the pipe <br />must be complete - <br />RED THREAD IIA Pipe & Fittings <br />ly surrounded with select backfill (sand or X" to %" pea <br />gravel). Native backfill materials should never be used. In <br />all cases, there must never be voids (areas that do not con- <br />tain backfill) under or around the pipe. Six inches (150 <br />mm) of the fill must be placed under the pipe as bedding <br />material (see Fig. 1.6.3). <br />1.6.3 Adhesive Bonding <br />Several basic adhesive systems are available from Smith <br />Fiberglass Products. They differ in operating characteris- <br />tics and working time (pot life). See Fig. 1.6.4. <br />Table 1.6.2 Iists the adhesive kits, their recommended us- <br />age, and the approximate number of bonds per kit. The <br />working life of each kit is based on an ambient tempera- <br />ture of 75'F (24°C). <br />1. Cleaning the bonding surfaces <br />a. Smith Fiberglass Products has determined that <br />cleaning the bonding surface is required only when <br />the bonding surfaces, on either pipe or fittings, <br />have been contaminated with grease, oil, dirt, fin- <br />gerprints, etc. Freshly tapered spigots or factory - <br />fresh spigots and bells do not require solvent clean- <br />ing unless visibly contaminated. DO NOT TOUCH <br />THE BONDING SURFACES OR ALLOW THEM TO <br />BECOME CONTAMINATED. <br />Acceptable cleaning methods are as follows: <br />• Sand all bonding surfaces until contaminated area is <br />removed. However, the sanding operation must be <br />light enough to prevent changing the taper angle. <br />9 <br />