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11 <br />d <br />made daily and continuously until two successive examinations are found <br />satisfactory. Should three examinations be found unsatisfactory, the line <br />shall be flushed and disinfected again. Certified copies of all laboratory <br />analyses shall be provided to the Owner. The cost of all sampling, <br />flushing, and disinfecting shall be included in the contract price, and no <br />additional charge shall be made to the Owner for this work. County <br />personnel shall operate all valves and be present to determine and control <br />f the volume of water used for flushing. <br />f <br />j TABLE 1-1 <br />Chlorine Required to Produce 25-mg/L Concentration <br />In 100 Ft. of Pipe by Diameter <br />Pipe 100 -percent l -percent <br />Diameter Chlorine Chlorine Solation <br />(inches) oundo (gallons) <br />4 0.+013 0.16 <br />6 0.030 0.36 <br />8 0.054 0.65 <br />10 0.085 1.02 <br />12 0.120 1.44 <br />16 0.217 2.60 <br />1.03 TESTING OF GRAVITY SEWERS <br />A. Leakage tests by exfiltration or infiltration, as described below will be <br />made on all pipe. The County shall have the option of determining which <br />test shall be employed. Generally, if the groundwater table is below the <br />bottom of the pipe, an exfiltration test shall be used. <br />B. Exfiltration tests will be made on the pipe before or after backfilling, at the <br />discretion of the County. The length of the sewer to be tested shall be <br />such that the head over the crown of the upstream end is not less than 2 <br />feet, and the licad over the downstream crown is not more than 6 feet, <br />unless directed otherwise by the County. The sewer shall be plugged by <br />pneumatic bags or mechanical plugs in such a manner that the air can be <br />released from the sewer while it is being filled with water. The test shall <br />. be continued for one !Sour and provisions shall be made for measuring the <br />amount of water required to maintain the water at a constant level during <br />this period. If test results are unsatisfactory, the Engineer may direct that <br />additional tests are made on any or all of the pipe. <br />02660-3 <br />