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Design and Construction Standards - Tualatin Valley Water District

Design and Construction Standards - Tualatin Valley Water District

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<strong>Water</strong> Mains Section 31. Straddle blocks shall be poured monolithically against the pipe <strong>and</strong> undisturbednative soil.2. Straddle blocks shall be poured around a minimum of two “Megalug stylefollowers” in accordance with Section 3.2.e.4 <strong>and</strong> installed per manufacturer’srecommendations.3. Ensure that no unrestrained joints exist between the straddle block <strong>and</strong> pipesections or fittings that are to be removed.4. Ensure concrete straddle blocks have cured sufficiently before removing pipesections or fittings or otherwise inducing a load on the straddle block.5. See Detail 200.3.4 Hydrostatic Testing, Flushing, <strong>and</strong> Disinfectiona. Hydrostatic Test1. All pipelines intended to carry potable water shall be tested <strong>and</strong> disinfected beforeplacing in service.2. The Contractor shall perform pressure <strong>and</strong> leakage tests on all newly laid pipe inaccordance with <strong>District</strong> St<strong>and</strong>ards. The <strong>District</strong> Engineer or Inspector shall benotified a minimum of 24 hours prior to testing <strong>and</strong> shall monitor the tests.3. The extents of pipeline sections to be tested will be determined by the <strong>District</strong>Engineer.4. The tests shall be conducted after the trench has been completely backfilled <strong>and</strong>compacted.5. Equipment <strong>and</strong> Materials:i. Two approved graduated containers.ii. Pressure gauges measuring in two-pound increments to max test pressure.iii. Pump capable of providing adequate pressure for test procedure.iv. Suitable hose <strong>and</strong> suction as required.6. Test Procedurei. After the trench has been backfilled <strong>and</strong> compacted, fill the pipe with waterwith an approved method that protects the existing distribution systemfrom possible contamination. The new mains being testing shall remainisolated from the existing water system.ii. At the section of the line with the lowest elevation, use a pump to apply atest pressure of 150 psi or 1.5 times the normal working pressure,whichever is greater. Verify required static pressure with TVWD inspector.iii. Isolate the pump <strong>and</strong> hold the pressure in the line for 60 minutes, unlessotherwise directed by the <strong>District</strong> Engineer.iv. At the end of the test period, operate the pump until the test pressure isagain obtained.TVWD <strong>Water</strong> System St<strong>and</strong>ards June 2012 Page 3-10

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