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n <br />1. Typically, all piping should slope at <br />least V (3 mm) per foot toward the <br />tank. Support pipe properly to prevent <br />traps or sumps. <br />2. The piping should be separated by a <br />distance of at least four to six inches <br />(100 mm -150 mm). See Fig. 1.6.3. For <br />double-wall secondary containment <br />piping installations, refer to Part Two, <br />Section 3, Fig. 2.3.1 for proper dis- <br />tances. <br />3. Compact backfill carefully over and <br />around the piping system (see Fig. <br />1.6.1). When using tamping equip- <br />ment, take care to prevent vibration <br />from driving small stones into the pipe <br />wall. <br />The amount of compaction and the <br />type of soil determines the soil modu- <br />SECTION 6 ♦ Installation <br />Table <br />4" (min.) <br />1® Y 100 mm - /ILIiis� <br />---i Table 1.6.1 <br />150mm <br />IL <br />The pipe must be completely <br />surrounded with select backfill I <br />" <br />(sand or 1/8" to 3/4" pea gravel). 150 mm6 <br />FIGURE 1.6.3 <br />lus. For example, pea gravel has a typical modulus of backfill materials should never be used. In all cases, there <br />1,000 psi with no compaction, while sand requires must never be voids (areas that do not contain backfill) un - <br />slight compaction (85% Proctor density) to achieve a der or around the pipe. Six inches (150 mm) of the fill must <br />modulus of 1,000 psi. Refer to ASTM D3839 or AWWA be placed under the pipe as bedding material (see Fig. 1.6.3). <br />C950 for further details. <br />4. Cover the pipe as soon as possible after successful test- <br />ing to eliminate the chance of damage to the pipe, float- <br />ing of the pipe due to flooding, or shifting of the line <br />due to cave-ins. If damage is suspected, the lines should <br />be 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 must <br />be completely sur- <br />rounded with select <br />backfill (sand or B" <br />to Y4" pea gravel). <br />Spacers used during <br />installation must <br />be removed before <br />backfilling. Native <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 lists 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 757 (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 />• Cut off contaminated surface and replace with a new <br />taper or sleeve coupling. <br />RED THREAD IIA Pipe dr Fittings <br />9 <br />