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minimum design & construction standards - Martin County, Florida

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to provide advance notification of cleaning may result in the Contractor not being allowed to<br />

clean the mains. Water used for filling and cleaning shall be from an approved water<br />

source.<br />

The cleaning of piping systems shall be accomplished by the controlled and pressurized<br />

passage through the system of a series of hydraulic or pneumatic polyurethane plugs (poly<br />

pigs). The poly pigs shall be entered into the system by the use of a pig launching<br />

assembly. The poly pigs shall be removed or discharged from the system at a point as near<br />

to the end of the system as is logistically and mechanically feasible. The contractor must<br />

demonstrate to the satisfaction of the Department that this work will be performed by<br />

experienced and knowledgeable supervisors and personnel who have properly, safely and<br />

effectively provided for the cleaning of comparable systems in similar applications.<br />

10. Pressure Testing<br />

All mains shall be tested for leakage. Water shall be supplied to the main and pumped to<br />

the required 150 p.s.i. pressure.<br />

The Department shall be notified at least 48 hours in advance of any testing procedures.<br />

After flushing is completed, line pressure shall be applied to the complete system to<br />

determine if any major defects are present. The complete system shall then be tested at a<br />

pressure of 150 psi. for a period of not less than two hours. The Department may, at its<br />

discretion, increase the period to four hours. The maximum length of pipe to be tested at<br />

one time shall not exceed 1500 linear feet. An oil filled pressure gauge up to 200 psi at 2<br />

pound increments shall be used for all pressure tests. No visible movement of the system<br />

shall occur and leakage shall not exceed:<br />

L = ND√P<br />

7400<br />

Where L = Leakage in gallons<br />

N = Number of joints in test section<br />

P = Test pressure in psi.<br />

D = Diameter of pipe in inches<br />

11. Installation<br />

A) Installation and testing of DIP force main pipe and fittings shall be in<br />

accordance with AWWA Specification C-600 Latest Revision and Department's<br />

Construction Standards and Specifications.<br />

B) Any pavement cut shall be replaced in accordance with requirements of the<br />

agency of jurisdiction.<br />

C) All loading or unloading of pipe, fittings, valves and accessories shall be done<br />

in such a manner so as to avoid damage. The pipe shall not be skidded or<br />

32

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