Project Name
Project Number
UEPH Complex
Statement of Work
26 November 2001
specified.] [For all timber the Government desires to have ownership of, insert installation
requirements for minimum size, delimbing, delivering, stacking, stump removal, and any
requirements associated with chipping wastes (mulch).] [The contractor shall reimburse the
Government for the value of the timber. The contractor shall submit payment to the Contracting
Officer by cashier's or certified check in the amount of [__], made payable to the U.S. Treasury.
Payment shall be made within thirty (30) days of the Notice To Proceed. The contracting Officer will
forward the check to [Insert appropriate office.]
[4-5
WETLANDS. Jurisdictional [tidal][ and ][non-tidal] wetlands [have][have not] been
identified on the project site. [The following mitigation shall be incorporated into the design: [__].]
[Determination has been made that jurisdictional wetlands are not on the site.]]
4-6
EARTHWORK. The contractor is responsible for obtaining subsurface soil information
for design purposes.
4-7
BORROW MATERIAL. Obtain borrow material required for construction from sources
[off][on] government property. [Insert specific criteria regarding Government owned borrow
sources, borrow site testing and acceptance, and other related information.]
4-8
WATER DISTRIBUTION SYSTEM. The design of the water distribution system shall be
in accordance with the [Insert agency having jurisdiction.] Where the requirements of the agency
having jurisdiction and the requirements defined herein disagree, the more stringent shall apply.
The contractor shall determine the domestic and the fire demands for the facilities and shall verify
the design of all components of the domestic and fire protection supply systems. Design of a water
distribution system requires both domestic and fire flow demands be considered concurrently.
4-8.1
Analysis of Existing System Capacity. [The contractor shall obtain all necessary
static pressure, residual pressure, and flow characteristics of the existing distribution system by
actual field tests.] [The installation shall insert existing fire hydrant flow test results when
available.][The contractor shall provide design calculations that show the existing system is capable
of handling the additional flows.][The installation shall state that the existing system is capable of
handling the additional flows.]
4-8.2
Connections to Water Mains and Building Service Lines. [Insert installation specific
connection location requirements.] [The contractor shall be responsible for the design of the sizes,
locations, and means of connections to the existing system based on Facility requirements and
system conditions. Establish the location for the connection based upon economics and site design
parameters.]
4-8.2.1
Connections to Water Mains. Design the connections to the station water system
including the meter assemblies and the necessary backflow-preventing devices. Fire protection
system shall be considered as that part of the distribution system supplying fire hydrants, or fire
hydrant laterals. Service connections supply water from the main to the building. Mains shall be
looped with no dead ends and be of adequate size to satisfy both domestic and fire flow
requirements. Minimum main size is 150 mm [6 in]. Sufficient sectional control valves shall be
provided so that no more than two fire hydrants will be out of service in the event of a single break
in a water main. A copper tracer wire shall be placed directly above all non-metallic mains when
plastic marking tape does not provide means of determining alignment of pipe by metal detecting
equipment. The pipe, valves, and all other materials shall meet the requirements of the [agency
having authority] or [Insert the installation standards] for a 1034 kPa [150 psi] working pressure
SOW-88
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