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pared by a registered professional engineer to be submitted to the
City for approval, showing the size of pipe and grade proposed.
Upon approval of these plans by the City Council, the superinten-
dent may issue the permit.
Section 6.12: Except as provided in Section 7.04 hereof, all
side sewers servicing a single house may be of 4" pipe or larger.
All side sewers servicing multiple dwellings, commercial establish-
ments, schools, or any building other than single family residences
shall be 6" pipe or larger.
Section 6.13: Any connections to a septic tank, cesspool, or
privy vault will be removed and direct connection made to the house
or building drain; provided, however, that connection may be made
through existing septic tanks or cesspools, but in such event cast
iron pipe shall be used through such cesspool or septic tank. In
all cases, such cesspool or peptic tank shall be properly dininfected
and filled with suitable material.
Section 6.14: The use of any existing side sewer may be per-
mitted by the superintendent if it conforms to all requirements of
this ordinance in cases where a new or converted building or new
installation replaces an old one.
Section 6.15: No side sewer connection shall be made to the
public sewer until that section of sewer main has been approved by
the City for side sewer connections.
Section 6.16: The side sewer contractor or other persons doing
the work shall prevent any dmage to the sewer main, tee or stub
out, and shall so conduct his trenching operations as to prevent
the possibility of damage occurring, Undercutting of sewer main
and wye is prohibited.
Section 6.17: In the event there is no suitable tee or dub
out, a tap to the main may be made by a licensed side sewer con-
tractor, under the direct supervision of the superintendent. The
tap shall be made with the approved rubber joint saddle on all types
of sewer main. Grouting in a tee or wye is not permitted. Great
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