minimum design & construction standards - Martin County, Florida
minimum design & construction standards - Martin County, Florida
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 />
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