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Agmt25 Casey Construction, Inc.
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Agmt25 Casey Construction, Inc.
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Last modified
6/27/2025 2:00:33 PM
Creation date
6/27/2025 1:59:53 PM
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Agreement
PROJECT NAME
Lower Lateral Replacement Project
RMP File Number
304.5
Date
6/26/2025
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SANITARY SEWERS 02 7300-16 <br /> <br />The Test section shall then be filled with water and allowed to stand for at <br />least thirty (30) minutes before test is started. <br />b. Test Procedure: The water level in the upstream manhole or test tee shall <br />be brought to a height approximately 4 feet above the crown of the open <br />sewer at the upper end of the test section. The hydrostatic head in the test <br />section shall be maintained so that no point in the section is the head less <br />than four (4) feet or greater than 18 feet. In the case of a submerged <br />section of line, the said head limitation shall be the difference between <br />internal and external water levels. The test shall consist of measuring the <br />loss of water during a one (1) hour period. <br />c. Allowable Leakage: The allowable leakage in one (1) hour's time based on <br />an average hydrostatic head of 4 feet for the entire test section, shall not <br />exceed 0.4 gallons per inch of pipe diameter for each 500 feet of pipe. <br />d. Manhole Leakage: Should an initial test show excessive leakage in a <br />section of line, it is permissible to draw off the water and test the manhole <br />that contained water. This test shall be made by plugging all openings in <br />the manhole, filling same with water to the same elevation as used for the <br />initial test, and checking the loss in a one-hour period. The leakage so <br />determined may be deducted from the total leakage in the section of pipe <br />initially tested. If, in the opinion of the ENGINEER, the manhole leakage <br />thus determined is excessive, the CONTRACTOR shall waterproof the <br />interior of the manhole by applying a coating of grout or an approved water- <br />proofing material. <br />3. Air Leakage Test - The CONTRACTOR, at their option, may substitute an air <br />pressure test in lieu of the hydrostatic test specified above for gravity sewers. <br />a. The procedure shall be as described in Uni-Bell B-6-90, "Recommended <br />Practice for Low Pressure Air Testing of Installed Sewer Pipe." <br />b. The procedure shall be to securely plug all openings in the section of the <br />line to be tested, and apply an air pressure of approximately four (4) psi. <br />c. The elapsed time observed for a pressure drop of one (1) psi shall not be <br />less than shown on Table I of Uni-Bell B-6: <br />
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