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cleaning candidates for its approval before the operation begins. Prepare the sewer lines to be <br />internally inspected by cleaning the pipe walls to provide for unobstructed internal inspection. <br />The Consultant will accomplish this cleaning by using a hydraulic cleaning unit. The Consultant <br />guarantees that all debris, sediment and sludge removed from the sewer lines will be disposed of <br />at a permitted site as designated by the City. When obstructions are encountered, the Consultant <br />will attempt to clean the sewer from both upstream and downstream manholes. <br />1.7.2 Conduct all sanitary sewer main cleaning in accordance with the standard National <br />Association of Sewer Service Companies ( "NASSCO ") specifications for sewer main cleaning. <br />1.7.3 If cleaning of the pipe segment cannot be satisfactorily accomplished after three passes of <br />the sewer main, turn the particular segment over to the City for heavy duty cleaning, removal of <br />roots/heavy debris, and/or removal of other obstructions as required or the City will allow this <br />service as an additional service in accordance with Section 1.17. Any debris /sediment removed <br />from the collection system during this operation will be disposed of by the Consultant at a <br />location designated by City and in accordance with all state and local regulations. The cost of <br />any traffic control equipment and /or traffic will be included in the cleaning cost except as <br />provided in Article 2. <br />1.7.4 Include tabular listings of the pipe segments cleaned during this operation as well as any <br />defects noted during the operation in the draft report identified in Task 13. <br />1.8 TASK 8 — SANITARY SEWER MAIN INTERNAL TELEVISION INSPECTION <br />The Consultant will: <br />1.8.1 Conduct internal TV inspection, using closed circuit color television equipment, of the <br />recommended sewer lines for leak evaluation and location of buried manholes. The Consultant <br />will provide the City's representative with a listing of the sanitary sewer main internal inspection <br />candidates for its approval before the operation begins. The Consultant will record the TV <br />inspection on videotapes and DVDs. <br />1.8.2 Perform concurrent dyed water flooding with television inspection to verify locations of <br />mainline defects. The Consultant will utilize field inspection log sheets to document problems <br />and defects discovered during inspection. The Consultant will inspect the sanitary sewer main in <br />accordance with the standard NASSCO specifications for sewer main inspection. When <br />obstructions are encountered, the Consultant will attempt to televise the sewer line from both <br />upstream and downstream manholes. <br />1.8.3 Televise approximately 5% (based on an estimated total footage of 87,968, where 5% is <br />an estimated 4,398 linear feet) of the total footage of sewer lines in the study area. The locations <br />of noted defects will be within the specified accuracy range of the footage counter as published <br />by the manufacturer of the counter. <br />Burgess and Niple, Inc. Engineering Services Agreement <br />