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4.4 SR 04-19-2021
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4.4 SR 04-19-2021
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City of Elk River Design Standards <br />degree bends and tee should be use. <br />D. A 4-inch drain with grate from the valve manhole to the lift station shall be provided. A <br />threaded Zurn Z-509 outlet and Zurn Z-1099 ball float type backwater valve or <br />approved equal is required. <br />E. The vent pipe for the wet well needs to be cast into the concrete top slab. <br />4. Access Hatch <br />A. Minimum Size — 30" x 48" <br />B. Access hatch frames should be angle frame -type with hasp and staple for a padlock. <br />5. Piping and Valves - Resilient wedge gate valves and the external lever and weight type check <br />valves should be supplied. <br />Pumps <br />A. Acceptable pump manufacturers shall be KSB. <br />B. A lifting hook or approved equal should be provided for pulling the pumps. <br />Controls and Control Panel <br />A. Simple Floats and Relays should be specified for small stations. <br />B. Floats should be hanging type — not anchored. <br />C. Five Floats should be provided (include low level alarm float). <br />D. Run-time meters (1/4" minimum size) — hour meters, no minute meters. <br />E. Control Panels are to be stainless steel. <br />F. Light in panel should be porcelain incandescent lamp. <br />G. A reel strobe light alarm with buzzer shall be included on top of the control panel with <br />reset switch. The reset switch shall be located inside the control panel. A battery backup <br />with charger shall be provided for the alarms. <br />H. No alarm horn should be included with the panels. <br />I. Use tape type heaters in the panel. <br />J. Auto Dialer — In the lift station panel design, leave a 16" x 20" space for the auto dialer <br />box. <br />K. An outlet needs to be included on the front side of panel. <br />L. Magnetic fasteners for the inside dead -front panel shall be supplied. <br />M. Installation of SCADA systems and equipment in accordance with City system. <br />Testing <br />1. Low -Pressure Air Test <br />All gravity sanitary sewer lines, including service connections, shall be substantially watertight <br />and shall be tested for excessive leakage upon completion and before connections are made to <br />the service by Others. Each test section of the sewer shall be subjected to exfiltration testing by <br />the ASTM F1417 (low pressure air) test method regardless of pipe material. <br />The requirements set forth for maximum leakage shall be met as a condition for acceptance of <br />the sewer section represented by the test. All testing shall be performed by the Contractor <br />without any direct compensation being made therefore, and the Contractor shall furnish all <br />necessary equipment and materials, including plugs and standpipes as required. <br />The sewer pipe section under test shall be clean at the time of testing but the pipe may be <br />wetted. Pneumatic balls shall be used to plug the pipe ends at manholes. Low pressure air shall <br />be introduced to the plugged line until the internal air pressure reaches three and one half (3.5) <br />psi greater than the average back pressure of any ground water pressure that may submerge <br />the pipe. At least two (2) minutes shall be allowed for the air temperature to stabilize before <br />readings are taken and the timing started. During this time the Contractor shall check all plugs <br />© City of Elk River, Minnesota — All rights reserved 21 <br />
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