MIL-HDBK-1005/16
Table 7 (Continued)
Special Pier Structures and Appurtenances
Structure or
Appurtenance
Where to Use
Details
Requirements
Terminal
Terminally on all
See Figure 4
Locate where it
cleanout
pier collection
will not inter-
systems
fere with other
operations on
the pier or
other utilities.
Receiving
See Figures 6
Connection
hose
and 7
designed to
connections
receive the
discharge from
ships.
Pier
Support collecting
See Figures 3
sewer under piers
and 4
collection
sewer
supports
4.2.8
Sewage Tranfer Hoses. Facilities should be provided
for washing the end couplings and the exterior of the hose with
hot potable water containing a standard stock detergent. Caps
for each end of the hose should be provided and installed after
washing. The clean hose should be stored in dry racks. See
Figures 6 and 7 for transfer hose detail and receiving hose
connection.
For further information, refer to NAVFAC MO-340, Ship-
to-shore Hose Handling Operations Manual.
4.3
Drydock Facilities. Design the collection system for
the graving dock for the peak flow from the maximum planned
docking pattern with the sewer flowing full. Consider the
following when designing drydock collection systems:
a)
Separation of hydrostatic leakage from drydock
wastewater. The water is generally not contaminated and can be
discharged directly to storm sewers or open water depending on
regulatory conditions.
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