[Adopted 5-9-1996 by Ord.
No. 360]
All applicants for the installation, relocation, repair, modification
of water and/or sewer service facilities that are within the public
right-of-way shall prepare and file with the Borough Clerk an application
obtained from the Clerk's office. The application shall be accompanied
by a plan or drawing describing the location and description of the
facility to be installed repaired relocated or modified. Permits for
the operation of valves do not require plans or drawings.
A. Plans shall provide the depth of cover or elevation of the proposed
and/or existing utilities or structure. If the elevation of an existing
utility or structure that is to remain subsequent to the proposed
work is unknown, then as-built information is to be added to the plans
and a copy provided to the Borough following completion of work.
B. The plans for buried utilities and structures shall provide the location
of the proposed and/or existing utilities and structures relative
to the curbline. When no curb exists, the edge of the right-of-way
shall be used in its place.
C. Proposed structures and utilities shall not be installed collinearly
above or below existing or proposed Borough storm drains, water mains
and sewer mains. A horizontal clearance of two feet between all mains
and services shall be maintained unless specific approval is obtained
from the Borough Engineer.
[Amended at time of adoption of Code (see Ch. 1, General
Provisions, Art. I)]
The requirements of Chapter
482, Article
I, Street Encroachments and Openings, of the Borough Code, shall apply to all work within the municipal right-of-way.
The following standards shall govern the installation, relocation,
modification, repair, and replacement of water service and sanitary
sewer lateral connections under the control of the Borough.
A. Location of existing utilities. Prior to any excavation, the contractor
shall bear the responsibility for locating and marking either by paint
on the pavement or placement of stakes in the ground the location
of all water services, gas services, gas mains, water mains, sewer
mains, telephone and electric raceways or conduits, and drains within
the area to be excavated.
B. Pavement cutting. Pavement shall be cut with pneumatic hammers or
mechanical pavement cutters, saws or other methods approved by the
Borough Engineer or Commissioner of Public Works.
C. Trench excavation and backfilling. The excavation and backfill of trenches within the public right-of-way shall conform to the requirements of Chapter
482, Article
I, Street Encroachments and Openings, as adopted and amended.
D. Street restoration. Street restoration shall be in accordance with Chapter
482, Article
I, Street Encroachments and Openings, with the exception of work within the Glenwood Avenue in which case the Cape May County Road Opening Ordinance shall apply.
E. Water services.
(1) The water service from the water main extending to outlet of the
meter setter is the portion of water service under the control of
the Borough. The portion of the water service under the control of
the Borough shall include the following:
(a)
The corporation stops shall be Ford type F600 corporation stops
with insert stiffener and either eighth or quarter swivel bends with
pack joint outlets.
(b)
Service pipe shall be polyethylene water service tubing SDR-9
conforming to ASTM-D-2737.
(c)
A Ford type ball curb stop with insert stiffeners shall be installed
without a curb box on the inlet side of the meter setter.
(d)
The meter setter shall have an inlet valve and double-check
valve copper setter with pack joint assemblies and insert stiffeners.
(e)
The meter box shall be a polyvinyl chloride (PVC) box 18 inches
in diameter and 30 inches in height with a minimum wall thickness
of 0.225 inches.
(f)
The meter box cover shall be Ford No. A32H with a weight of
32 pounds.
(g)
The water meter which is the property of the Borough will be
supplied by the Borough. The removal of the meter from the meter setter
by other than Borough personnel is forbidden. The water meter is to
be located approximately nine feet behind the curbline, one foot from
the property line. The water meter pit is may not be located within
a driveway without the approval of the Borough Engineer.
(2) No person shall remove a water meter from the meter setter or operate
the inlet valve of the copper setter without notifying the Borough
and securing the required permit under this article.
(3) No
person with the exception of Borough personnel shall disassemble,
remove, bypass or in any way defeat the operation of a meter or meter
outlet check valve.
F. Sewer service laterals.
(1) The sewer lateral from the sewer main extending to the point where
the lateral crosses the right-of-way line is the portion of sewer
lateral under the control of the Borough. The portion of the sewer
lateral under the control of the Borough shall be six-inch diameter
PVC (polyvinyl chloride) pipe and fittings conforming to ASTM specification
D-3034 (SDR-35) type PSM.
(2) A sewer cleanout shall be installed one foot prior to the sewer lateral
passing out of the right-of-way and prior to any reduction in the
size of the lateral piping.
(3) All pipe joint including the cap or plug shall be watertight. The
cleanout shall be keep sealed except during maintenance work on the
lateral. The cleanout may not be located within an unpaved driveway.
The cleanout may be located within a paved driveway or other paved
surface if a cleanout cover is provided so that no contact is made
between the paved surface and the piping. The cleanout cover shall
be a model R-1792-AL casting as manufactured be Neennah Foundry Company,
or an equal approved by the Borough Engineer.
(4) No flexible pipe coupling such as a Fenco type fitting shall be used
between the cleanout and the main.
(5) All work shall be in conformance with ASTM standard D-2321.