A.Â
The standards outlined herein are applicable to developers,
builders, contractors and any other persons receiving approval to
expand, construct or relocate the Township Water and Sewer Department's
water distribution facilities. Standards for the development of additional
water supplies and any necessary construction of water storage facilities
will be issued at the time of application therefor.
B.Â
Any work relating to the extension, construction,
relocation of the Township Water Utility shall be under the jurisdiction
and supervision of the Department.
C.Â
In addition to the standards outlined herein, all
plans and construction work shall be in conformance with the New Jersey
Administrative Code for Public Community Water Systems: Distribution
and Storage, N.J.A.C. 7:10-11.7 to 7:10-12.36.
As used in this article, the following terms
shall have the meanings indicated:
The Township of Montville Board of Health and the Township
Health Department.
The Township Committee of the Township of Montville.
[1]The Department of Water and Sewer of Montville Township.
Any contractor, person, firm, association or corporation
designing or required to extend, construct or relocate an addition
to the water distribution system or connect thereto.
The Director of Water and Sewer Department appointed by the
Township Committee.
The licensed engineer appointed by the Township Committee,
who may also be the licensed operator for the water utility's distribution
system.
The duly designated person assigned by the Director to inspect
construction and testing.
Any person, persons, firm, corporation or association actually
owning any property or premises or his or their duly authorized agent
which is or can be supplied with water service.
The Township of Montville Planning Board.
The documents produced by the developer for extension, construction
or relocation of water distribution facilities. Plans shall be signed
and sealed by an engineer licensed in the State of New Jersey and
completed and approved prior to construction.
The area serviced by new, extended or relocated water supply
facilities.
The details provided by the Department referred to as standard
in this article.
Any and all streets, avenues, highways, roads and rights-of-way
owned by the Township or other governmental agencies.
The Township of Montville, whose principal offices are located
at 195 Changebridge Road, Montville, New Jersey.
A.Â
Design data. The following are design data requirements:
(1)Â
A determination of water demands in the areas to be
serviced.
(2)Â
Fire protection requirements.
(3)Â
A determination of the elevation differences throughout
the service area and the static head conditions. Assess the various
options available for pumping (or gravity flow) and fire protection
and any storage requirements in relation to head conditions.
(4)Â
A determination of pipe size for new service requirements.
B.Â
Submissions. In addition to the requirements of the
Planning and Zoning Boards, three sets of plans shall be submitted
to the Department. Plans shall include a scale plan drawing at a minimum
of one inch equals 50 feet showing locations, profiles, details and
material lists, including diameters, depths, makes and model numbers.
C.Â
Site conditions. Prior to submission, the various
site conditions shall be considered in the design plan: soil type,
including bearing strength and corrosivity, location of all underground
utilities, pipe bedding requirements and traffic control during construction.
D.Â
Approvals. When the extension, construction or relocation
of the water utility distribution system is proposed in connection
with a major subdivision application, the Planning Board or Zoning
Board of Adjustment may not grant final subdivision approval until
the plans are approved by the Engineer and by the Department. When
the extension, construction, or relocation of the water utility distribution
system is proposed in connection with a site plan application, the
Construction Official may not grant a certificate of occupancy until
the system is accepted by the Department.
E.Â
As-built drawings. After acceptance by the Department,
and within 90 days thereafter, the developer shall submit an as-built
plan, profile and details of the installed water system including
all information shown on the approved plans. Also, ties shall be made
and shown on, the plans for every valve and curb service box. One
Mylar and three prints shall be submitted to the Engineer for approval.
As-built drawings shall be certified by a professional engineer licensed
in the State of New Jersey.
A.Â
Pipe material.
(1)Â
All water supply lines installed in Township rights-of-way
and easements having a diameter of four inches or larger shall be
ductile iron pipe (D.I.P.) Class 52. Ductile iron pipe shall be centrifugally
cast in metal or sand-lined molds with mechanical joints or push-on
joints and shall be certified to be in full conformance with AWWA
Specification C 151-76 or latest revision thereof.
(2)Â
Each piece of pipe and fitting shall be plainly marked
at the factory with class number and letter and weight. All pipe and
fittings shall be tar-coated in accordance with AWWA standards.
(3)Â
All ductile iron pipe shall be cement-lined and factory
seal-coated in accordance with AWWA C 104-74 or latest revision thereof.
B.Â
Pipe installation.
(1)Â
All pipe shall be laid in conformance with AWWA C600,
Installation of Gray and Ductile Cast Iron Mains and Appurtenances.
(2)Â
All water pipes and fixtures shall be placed at least
four feet underground as measured from the top of the pipe or fitting.
(3)Â
Whenever practicable, water supply lines shall be
laid in a loop system and dead-ends minimized.
(4)Â
Minimum pipe size for water supply lines in Township
right-of-way shall be eight inches, or as directed by the Engineer.
C.Â
Thrust restraint.
(1)Â
Maximum joint deflections shall not exceed those listed
in AWWA Standard C600-77, Tables 5 and 7 for push-on joints and mechanical
joints respectively.
(2)Â
Trench bottoms shall be uniform and continuous as
possible. Holes shall be provided for the pipe couplings so that the
couplings are not supporting the pipe in the trench.
(3)Â
Concrete thrust blocks shall be placed for reaction
backing at all fittings used for changes of direction, at reducers,
at dead-ends, at valves and at each pipe joint on curves. Rodded anchorage
shall be installed at all upward thrusts and where required by the
Department.
(4)Â
All thrusts restraints shall be designed to withstand
pipeline test pressure of 150 pounds per square inch. Thrust block
area shall be dependent upon pipe diameter, bearing capacity of the
soil and type of fitting or bend.
(5)Â
Thrust blocks shall be installed in accordance with
the standard details and shall be shown on the plans. No concrete
shall be placed over fitting bells or couplings.
(6)Â
The following table may be used to estimate the safe
bearing capacity of soils. A schedule of minimum thrust block dimensions
is included with the standard details.
Safe Bearing Load of Soils
| ||
---|---|---|
Soil
|
Pounds Per Square Foot
| |
Muck, peat and similar
|
0
| |
Soft clay
|
1,000
| |
Sand
|
2,000
| |
Sand and gravel
|
3,000
| |
Sand and gravel cemented with clay
|
4,000
| |
Hard shale
|
10,000
|
D.Â
Fittings.
(1)Â
Fittings include all bends, tees, tie rods, clamps,
reducers, plugs, sleeves and specials required for the water main
construction.
(2)Â
All fittings shall be mechanical joints and shall
meet AWWA standards for a maximum working pressure of 250 pounds per
square inch. Fittings shall be new ductile iron or gray cast-iron
material and shall be cement-lined and tar-coated in accordance with
AWWA C 104-74. Fitting joints shall conform to AWWA C 110-77 or latest
revision thereof. Compact fitting shall be considered for approval
by the Engineer and shall be in conformance with all applicable terms
and provisions of AWWA C 152 and C111.
(3)Â
All horizontal and vertical bends greater than 5°
shall be properly harnessed with concrete thrust blocks as shown on
the detailed drawings and/or steel tie rods as approved by the Department
prior to installation. Tie rods, when required, shall be 3/4 inch
galvanized steel rod with malleable iron couplings and coated with
a heavy coat of bitumastic paint immediately after assembly. A tie
rod schedule is included with the standard detail.
(4)Â
Mechanical joint pipe sleeves shall be solid type,
in conformance with AWWA C 110-77 or latest revision.
(5)Â
All fittings shall be equipped with retaining glands
in conformance with AWWA standards.
E.Â
Gate valves and boxes.
(1)Â
Location.
(a)Â
For sectionalizing areas of water main service,
a valve shall be placed on each branch at every intersection of pipelines,
with a maximum distance between valves of 1,000 feet.
(b)Â
All water main taps shall include a gate valve.
(c)Â
A gate valve shall be placed at the end of all
dead-end lines upstream from the plug end.
(d)Â
Additional gate valves shall be installed at
every fire hydrant and as directed by the Department.
(2)Â
Type.
(a)Â
All gates valves shall comply with AWWA Standard
C500-71 or latest revision thereof in every respect.
(b)Â
All gate valves shall have mechanical joint
ends. Bell dimensions shall conform to AWWA C111.
(c)Â
All gate valves shall be as manufactured by
the Mueller Company No. A2360-20, AWWA type or approval equal.
(3)Â
Gate valves shall conform to AWWA Standard No. C500-71
or latest revision thereof. Supplementary requirements to this standard
are listed below. Gate valves, four-inch through ten-inch: AWWA Standard
No. C500-71.
(a)Â
This specification covers water valves in sizes
four-inch, six-inch, eight-inch, and ten-inch. Valves are to be as
manufactured by the Mueller Company No. A2360- 20, AWWA type, nonrising
stem, having mechanical joints. Valves shall be open by turning counterclockwise.
(b)Â
All gate valves shall have O-ring seals. One
O-ring shall be located below the thrust collar of the stem and another
located above the thrust collar. The space between the O-rings and
around the thrust collar shall be filled with a lubricant to provide
the lubricating of the thrust collar and O-rings each time the valve
is operated.
F.Â
Butterfly valves. All valves twelve-inch or larger
shall be Mueller Company No. B-3211-20 or equal, Lineseal Butterfly
Valves, with mechanical joint ends, two-inch operating nuts, counterclockwise
to open, and designed for 150 per square inches working pressure.
Each butterfly valve shall be provided with a worm gear operator suitable
for buried service, and a cast iron valve box.
G.Â
Dry barrel fire hydrants.
(1)Â
Location. Fire hydrants shall be located at all dead-end
lines and spaced at least every 500 feet on straight runs of water
supply lines and as directed by the Department.
(2)Â
Type. Hydrants shall conform to AWWA Standard No.
C 502-73 or latest revision thereof. In addition, the following specifications
shall apply: dry-barrel fire hydrants AWWA Standard No. C 502-73.
(a)Â
Hydrants shall be manufactured by the Mueller
Company and shall be the Centurion fire hydrant - AWWA, which is the
standard hydrant for the Township.
(b)Â
Hydrants shall be dry-barrel, post-type with
compression-type main valve closing with the pressure.
(c)Â
Hydrants shall have a replaceable safety stem
coupling and a replaceable safety flange at the ground line to prevent
or minimize traffic damage.
(d)Â
Hydrants shall have a four-and-one-half-inch
main valve.
(e)Â
The inlet connection shall be six-inch mechanical
joint; dimensions shall comply with AWWA C 111 and ANSI A21.11 Standards.
(f)Â
Working pressure shall be 200 pounds per square
inch, and the pressure shall be 400 pounds per square inch.
(g)Â
The dry top bonnet shall have a factory-lubricated
bonnet assembly.
(h)Â
The upper operating shall be bronze-encased
and have an O-ring stem seal.
(i)Â
The nozzles shall be threaded and locked in
place with a stainless steel screw.
(j)Â
The safety stem coupling shall be below the
lower barrel flange surface to prevent it being held open by a vehicle
wheel after traffic damage.
(k)Â
Bronze seat ring shall thread into a bronze
drain ring having two drain holes to provide an all-bronze drainway.
(l)Â
The double drain valve shall operate automatically
to force-flush the drainway each time the hydrant is opened or closed.
No toggles, springs or adjustable mechanism will be allowed.
(m)Â
The main valve opening shall be controlled by
a lug in the bottom of the shoe.
(n)Â
The design of the shoe and upper valve plate
shall permit maximum flow by reducing friction loss to a minimum.
(o)Â
Nozzles, three-way: two two-and-one-half-inch
nose nozzles and one four-and-one-half-inch pumper nozzle, all with
national standard hose threads.
H.Â
Supply pipe connections.
(1)Â
All supply pipe connections two inches or less in
diameter shall be made using a corporation stop at the water main,
Mueller Company No. H 15000 or approved equal, heavy-duty Type K copper
service pipe between the new main and the curb box. Curb stop shall
be Mueller Company H15214 or approved equal. A supply pipe connection
shall be required for each lot along all on-site and off-site water
mains.
(2)Â
Corporation stops shall be installed using a double-strap
service clamp, Mueller Catalog No. H 10533, or approved equal.
(3)Â
The curb valve box shall be cast-iron extension type
with one-piece lid, Mueller Catalog No. H 10314. Copper service pipe
shall be arched prior to backfilling to compensate for any trench
settlement.
(4)Â
The curb valve shall be set in a gravel base to facilitate
back drainage. Minimum cover is four feet above copper service pipe.
(5)Â
All water meters and appurtenances shall be supplied
by the Department at the expense of the owner.
I.Â
Air release and surge control.
(1)Â
Air-release valves shall be located at high points
along water-supply pipelines to purge air pockets that may form at
these high points. Air-release valves shall be installed in a valve
vault and located below the frost line, which is assumed to be four
feet. Valves shall be ventilated and shall provide for drainage of
water.
(2)Â
At locations where a sudden change in water velocity
may occur (booster stations, check valves, etc.) a pressure-release
valve shall be provided to relieve the surge pressures.
J.Â
Stream crossings. Whenever water supply lines are
to cross a stream or river below the bed, they shall be adequately
sleeved and/or encased in no less than 1/2 foot of reinforced concrete
within the reaches of the stream banks. Minimum depth of encasement
below the stream banks shall be three feet. Waterlines crossing streams
on culverts or bridges shall be thoroughly insulated and protected
with steel sleeves.
K.Â
Wet taps. All wet taps into existing water supply
lines shall be made by a contractor approved by the Department. Tapping
sleeves shall be cast-iron or ductile iron mechanical joint Mueller
H6 15 or H6 16, depending on the outside diameter of the pipe being
tapped. Sleeves shall have a minimum working pressure of 200 pounds
per square inch. All sleeves and valves shall be set perfectly level
along the center lines of the pipe tap. Valves, fittings and pipes
shall conform to the applicable standards outlined herein.
L.Â
Sanitary protection.
(1)Â
Chambers or pits containing valves or meters or other
appurtenances shall be adequately drained. Drains shall not be connected
directly to any sanitary sewer.
(2)Â
Any air-relief or vent pipes from chambers or beds
must extend at least one foot above ground and be equipped with a
down-facing elbow and insect screen. Physical connections other than
the double-check valve assembly or reduced-pressure zone backflow
preventer assembly are not permitted.
(3)Â
While installing new water pipes, pipelines shall
not be laid in water or where they can be flooded with water in the
laying process. Underground drains from hydrants and valve chambers
shall not be connected directly to sewers or storm sewers.
(4)Â
In accordance with state regulations, waterlines should
be laid at an elevation above that of nearby sewers with joints no
closer than 10 feet from the sewer pipe center line. If this is not
possible, water pipe shall be sleeved or encased in concrete with
watertight tested joints. Where waterlines cross sewer lines, waterlines
shall be laid above the sewer lines with vertical separation of not
less than 18 inches.
(5)Â
Hydrostatic pressure tests shall be performed to determine
if there is any leakage.
(6)Â
New water supply lines shall be disinfected by one
of the procedures outlined herein before being placed into service.
The absence of contamination shall be demonstrated by bacteriological
examination before new lines and appurtenances are placed into service
or accepted by the Department. The Health Department shall certify
this examination.
M.Â
Disinfection. Before new waterlines are placed into
service or accepted by the Department, they must be flushed and disinfected
with chlorine solutions. During construction, precautions shall be
taken to avoid unnecessary contamination. Disinfection is accomplished
by one of the following methods. All are described in the American
Water Works Association Standard on Water Main Disinfection, AWWA
C601, latest revision: continuous feed method, slug method, tablet
method. In all cases, disinfection procedures shall be performed in
accordance with N.J.A.C. 7:10-11, Subchapter 11, Standards for Construction
of Public Community Water Systems, Part 11.13, Disinfection.
N.Â
Testing.
(1)Â
Before waterlines are placed into service or accepted
by the Department, they shall be hydrostatically pressure tested.
The Engineer shall witness the test. The pressure test shall be performed
between valved sections of waterlines and shall be submitted to a
pressure of 150 pounds per square inch for a duration of four hours.
(2)Â
Each valve section of pipe shall be slowly filled
with water, and the specified test pressure shall be applied by means
of a pump connected to the pipe in a manner satisfactory to the Engineer.
The pump, pipe connection, gauges, and all necessary apparatus shall
be furnished by the developer. Before applying the specified test
pressure, all air shall be expelled from the pipe. If hydrants or
air reliefs are not available at high places, the necessary taps shall
be made at points of highest elevation before the test is made and
the plugs inserted after the test has been completed.
(3)Â
A leakage test shall be conducted after the pressure
test has been satisfactorily completed. The duration of each leakage
test shall be two hours, and during the test, the main shall be subject
to a pressure of 150 pounds per square inch and not permitted to fall
below 145 pounds per square inch. "Leakage" is defined as the quantity
of water to be supplied into the newly laid pipe or any section thereof,
necessary to maintain the specified leakage test pressure after the
pipe has been filled with water and the air expelled. The maximum
allowable leakage for the pipe shall be determined by the formula:
L =
|
NDP
3,700
| ||
---|---|---|---|
In which:
| |||
L = The allowable leakage in gallons per hour.
| |||
N = The number of joints in the length of the
pipeline tested.
| |||
D = The nominal diameter of the pipe, in inches.
| |||
P = The average test pressure during the leakage
test, in pounds per square inch.
|
O.Â
Meter boxes. Meter boxes shall be Ford Meter Box Company,
Model PDBB-288-20-60 Plastic Pitsetter, twenty-inch diameter by sixty-inch
deep, with double lid-locking cover and electronic meter reading feature,
Ford Cat. No. W-3T. The meter box shall be factory equipped with copper
riser tubes and angle ball valves on both the inlet and outlet sides
of the meter. The meter box shall be installed such that the lower
end extends to its full depth of 60 inches so that soil below the
frost line is exposed for added protection against freezing. The top
of the lid shall be set flush with the surrounding lawn or sidewalk
area. The supply pipe from the water main and the service pipe to
the premises shall be installed at a minimum of 48 inches below the
surface of the ground. Where a pressure-reducing valve (PRV) is required
to be installed upstream of the water meter, a second meter box, with
locking cover, shall be provided to contain the PRV. Angle or straight
ball valves, as appropriate, shall be provided on the inlet and outlet
sides of the PRV. The meter box for the PRV shall be located immediately
adjacent to the meter box for the water meter and shall be installed
in accordance with the requirements set forth above.
[Added 12-11-2007 by Ord. No. 2007-56]