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Step 8: (See Figure 3 & 4) <br />Install adjusting system beneath tabs on mounting <br />ring. See Figure 3 for standard cover models. See <br />Figure 4 for sealable cover models. Add shims as <br />needed and adjust with screw. (Shims must be cut to <br />size for sealable cover models.) The height can be <br />increased up to 1" (2.5cm). <br />Note: The adjustment should not be more than'" from <br />the initial length of the unit. <br />Step 9: <br />Upon preliminary installation perform the California <br />Test Procedures TP -201.1C or equivalent. Their Test <br />Procedures will check the seals between the drain <br />valve, nipple and rotatable adapter. To test the spill <br />containers base and bellows fill the container with <br />water. A drop in the water level of 1/16° or greater <br />after one hour means that a leak exists. To determine <br />where the leak is, look for a steady stream of bubbles <br />coming from one of the joints or water leaking on the <br />outside of the bucket. NOTE: Do not drain the water <br />into the UST after the test is complete. Water must be <br />disposed of per local requirements for hazardous <br />waste. If the leak cannot be corrected the spill <br />container should be replaced with another. <br />Step 10: (See Figure 2) <br />Before pouring concrete, place plastic over the cover <br />and mounting ring protecting them from concrete <br />splash. Double check that the unit is level and at <br />proper grade height. Pour concrete per figure 2. <br />Ramp or dome the concrete away from the mounting <br />ring. There should be a minimum of 1" slope to finish <br />grade. The concrete surface should start at the <br />bottom edge of the watershed slots and tapered down <br />to grade level. <br />NOTE; Do not stand on spill container before <br />concrete sets up. <br />Remove plastic from cover after concrete has dried. <br />Remove adjustment system. Adaptor and tight fill cap <br />can now be installed in sealable cover models. <br />Re -test the spill containers for leaks as described in <br />step 9, after the concrete has set up. <br />Annually: Inspect and clean the interior of the spill <br />container and drain valve screen. Remove <br />accumulated dirt and grit. Test the drain valve using <br />CARR procedure TP -201.1C or TP -201.1 D. If the <br />drain valve passes testing no further maintenances <br />required. If the drain valve fail testing, remove the <br />valve, soak in water and use high-pressure air, if <br />needed, to clean. Reinstall the drain valve to its <br />proper position and test the valve with CARB <br />procedure TP -201.1C or TP -201.1D. If problems <br />persist, replace the drain valve with P/N 1 DK-2100- <br />EVR (specified torque 11.5 ft -lbs min to 13.5 ft -lbs <br />max, 5/16-18 UN thread). The sealable cover (I SC) <br />adjustment nut is set at the factory, but due to <br />environmental conditions it may be necessary to <br />adjust it to either improve sealing or ease cover <br />removal. <br />important: Leave these instructions with Station <br />Operator. I <br />Height - 1Shims <br />Adjustment Bolt <br />Cap <br />Adapter <br />3 — Standard <br />ff <br />- <br />Shims Must f� - ------ <br />Be Cut ToHe <br />Length ,gd�Justment <br />Bolt <br />Use OPW <br />116-7085 or <br />4" Pipe Cap Nipple <br />to Support <br />Adjustment _= <br />System -- -=` <br />Figure 4 — <br />P.O. Box 405003 " Cincinnati, Ohio 45240-5003 <br />1-800422-2525 Domestically <br />513-870-3315 Internationally <br />www.opw-fc.com <br />Copyright, 2003 - OPW Fueling Components Inc., <br />Cincinnati, OH <br />Printed in U.S.A. p/n H12295PA — 9/03 <br />OPW 1-2100 Series Spill Container Page 3 <br />