P-113.2 Fees schedule: The fees to be charged by
the Township of Newtown shall be specified by the Board of Supervisors
from time to time by resolution in applying the provisions of this
code.
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P-116.4 Violation penalties: Any person, firm or
corporation violating any of the provisions of this code shall be
liable, upon conviction thereof, to a fine or penalty of not more
than $1,000 for each and every offense. Each day that a violation
continues after a service of notice as provided for in this code shall
be deemed a separate offense thereof for each day.
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P-117.2 Unlawful continuance: Any person who shall
continue any work in or about the structure after having been served
with a stop-work order, except such work as that person is directed
to perform to remove a violation or unsafe condition, shall be liable
to a fine of not more than $1,000.
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P-304.3 Public systems available: A public sewer
system shall be considered available to a structure where the structure
is located within 150 feet of a public sewer main or lateral.
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P-309.4 Freezing: Water service piping shall be
installed below recorded frost penetration but not less than 42 inches
below grade. Plumbing piping in exterior building walls or areas subjected
to freezing temperatures shall be protected against freezing by insulation
or heat or both.
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P-309.5 Sewer depth: Building sewers that connect
to private sewage disposal systems shall be a minimum of 36 inches
below finished grade at the point of septic tank connection. Building
sewers shall be a minimum of 36 below grade.
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P-403.4 Water service pipe: Water service pipe
shall conform to NSF 61 listed in Chapter 19 and shall conform to
the following standards:
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Material
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Standards (Chapter 19)
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---|---|
Brass pipe
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ASTM B43
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Copper or copper-alloy pipe
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ASTM B42; ASTM B302
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Copper or copper-alloy tubing (Type K, WK, L, WL, M or WM)
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ASTM B75; ASTM B88; ASTM B251; ASTM 447
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All water service pipe or tubing installed underground and outside
of the structure shall have a minimum working pressure of 160 pounds
per square inch (psi) (1,000 kPa) at 73.4° F. (23° C.). Where
the water pressure exceeds 160 psi (1,100 kPa), piping material shall
have a minimum rated working pressure equal to the highest available
pressure.
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P-403.5 Water distribution pipe: Water distribution
pipe shall conform to NSF 61 listed in Chapter 19 and shall conform
to the following standards:
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Material
|
Standards (Chapter 19)
|
---|---|
Brass pipe
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ASTM B43
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Copper or copper-alloy pipe
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ASTM B42; ASTM B302
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Copper or copper-alloy tubing (Type K, WK, L, WL, M or WM)
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ASTM B75; ASTM B88; ASTM B251; ASTM 447
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Cross-linked polyethylene/aluminum/cross-linked polyethylene
(PEX-AL-PEX) pipe
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CSA CAN/CSA B137.10
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Galvanized steel pipe
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ASTM A53
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P-405.3 Building storm sewer pipe: Building storm
sewer pipe shall conform to one of the standards listed in Table P-405.3.
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Table P-405.3
Building Storm Sewer Pipe
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---|---|
Material
|
Standards (Chapter 19)
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Acrylonitrile butadiene styrene (ABS) plastic pipe
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ASTM D2661; ASTM D2751; ASTM F628
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Asbestos-cement pipe
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ASTM C428
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Cast-iron pipe
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ASTM A74; CISPI 301
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Concrete pipe
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ASTM C14; ASTM C76; CSA A257.1; CSA A257.2
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Copper or copper-alloy tubing (Type K, L, M or DWV)
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ASTM B75; ASTM B88; ASTM B251; ASTM B306
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Polyvinyl chloride (PVC) plastic pipe (Type DWV, SDR26, SDR35,
SDR41, PS50 or PS100)
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ASTM D2665; ASTM D3034; ASTM F891; CSA CAN/CSA-B182.2; CSA CAN/CSA-B182.4
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Vitrified clay pipe
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ASTM C4; ASTM C700
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P-405.4 Subsoil drain pipe: Subsoil drains shall
be open jointed, horizontally split or perforated pipe conforming
to one of the standards listed in Table P-405.4.
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Table P-405.4
Subsoil Drain Pipe
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---|---|
Material
|
Standards (Chapter 19)
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Asbestos-cement pipe
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ASTM C508
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Cast-iron pipe
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ASTM A74; CISPI 301
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Polyethylene (PE) plastic pipe
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ASTM F405
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Polyvinyl chloride (PVC) plastic pipe (Type Sewer Pipe, PS25,
PS50 or PS100)
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ASTM D2729; ASTM F891; CSA CAN/CSA-B182.2; CSA CAN/CSA-B182.4
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Vitrified clay pipe
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ASTM C4; ASTM C700
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P-1606.2 Well locations: A potable groundwater
source or pump suction line shall not be located closer to potential
sources of contamination than the distances shown in Table P-1606.2.
In the event that the underlying rock structure is limestone or fragmented
shale, the Township shall be consulted on well site location. The
distances in Table P-1606.2 constitute a minimum separation and shall
be increased in areas of crevassed rock or limestone or where the
direction of movement of the groundwater is from sources of contamination
toward the well.
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Table P-1606.2
Distance from Sources of Contamination to Private Water
Supplies and Pump Suction Lines
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---|---|
Source of Contamination
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Distance
(feet)
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Sewer
|
10
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Septic Tank
|
25
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Subsurface pits
|
50
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Pasture
|
100
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Subsurface disposal fields
|
100
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Seepage pits
|
100
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Barnyard
|
100
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Farm silo
|
25
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Pump house floor drain of cast iron draining to ground surface
|
2
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