No connection shall be made to the sewer system unless the manner in which the connection is made and the materials and workmanship employed in affecting such connection shall comply with the requirements of this chapter and the Borough. It shall also be necessary for all connections to comply with any special requirements imposed under § 90-17 of this article.
A.
Except as otherwise provided in this chapter, each
connection unit shall be connected separately and independently to
the sewer through a building sewer.
B.
The grouping of more than one connection unit on a
building sewer shall not be permitted except where existing connection
units are grouped on a building sewer.
C.
In the event the property ownership of a connection
unit grouped on a building sewer is to be sold or ownership transferred,
all connection units grouped on the building sewer shall be required
to install separate building sewers before property ownership is sold
or ownership transferred. The installation of such separate building
sewers shall be made at the expense of the property owners.
D.
Further, in the event that any disagreement occurs
between the property owners of connection units grouped on a building
sewer concerning future maintenance of the building sewer, such disagreement
will be sufficient cause for the Borough to require additional connections
to the sewer system to provide individual service, the installation
of such separate building sewers shall be made at the expense of the
property owners.
All contractors installing connections to the
sewer system shall comply with all of the Borough's rules, regulations
and guidance and all federal, state, and local requirements, including
but not limited to the following:
B.
Pennsylvania law which requires that a utility be
notified in advance of work to be performed in the area of a utility's
facilities;
C.
Federal occupational safety and health administration
regulations;
D.
Pennsylvania Department of Transportation regulations
for work within state highway rights-of-way, such as, but not limited
to: i) permits, ii) blasting bonds, iii) construction methods and
materials, iv) inspection, and v) traffic control;
E.
Department of Environmental Protection streams encroachment
and soil erosion and sedimentation control requirements.
Whenever, in the opinion of the Engineer or
other duly authorized representative of the Borough, special conditions
require additional safeguards or more stringent specifications to
be observed, then, notwithstanding any other provisions of this chapter,
or requirements of the Borough, the Borough specifically reserves
the right to refuse to permit a connection to be made to its sewer
system until such special requirements or specifications as may be
stipulated by the Borough have been satisfied.
A.
Insurance.
(1)
No contractor shall install or construct a building
sewer or pressure sewer system unless registered with the Borough
Code Officer. The contractor shall register by completing an application,
by providing evidence of past experience in blasting, plumbing, or
electrical work, and by providing evidence of adequate insurance coverage.
Evidence of insurance coverage shall be presented to the Borough in
the form of insurance certificates and shall indicate coverage with
the following minimum limits:
(a)
General liability.
[1]
Bodily injury: $100,000 to $300,000.
[2]
Property damage: $100,000.
[3]
Contractual liability coverage to fund the hold-harmless
agreement contained in the Borough's registration application and
coverage of independent contractors, and completed operations shall
also be included. The Borough of Steelton shall be listed as Additional
Insured.
(2)
Insurance certificates shall be kept current with
the Borough Code Officer during the period the contractor is installing
or constructing building sewers or pressure sewer system in the Borough.
B.
The Borough's contractor registration becomes final
upon the satisfactory completion by the contractor of at least one
building sewer or pressure sewer system installation in the Borough's
service area.
C.
Removal of a contractor from the Borough's registration
listing may occur for any of the following reasons:
(1)
Contractor fails to maintain the required certificates
of insurance specified by the Borough;
(2)
Contractor noncompliance with any provisions of this
chapter or any other Borough ordinance;
(3)
Excessive expenditure of Borough personnel time and
effort required to monitor contractor work performance;
(4)
Noncompliance with the quality of work required by
the Borough.
D.
The installation of a building sewer or pressure sewer
system shall be performed by a registered contractor.
Upon the failure of any property owner to make
a required building sewer connection following the procedure set forth
in this article, the Borough may enter upon the property and construct
the building sewer connection. In such case the Borough shall forthwith,
upon completion of the work, send an itemized bill of the cost of
construction together with 10% penalty thereon of the building sewer
connection to the owner of the property to which connection has been
so made, which bill shall be payable forthwith. In case of neglect
or refusal of the owner of such property to pay said bill the Borough
may file municipal liens or bring a civil action for such construction,
the same to be subject in all respects to the general law providing
for filing and recovery of municipal liens and civil actions.
A.
For all gravity installations, the pipe and fittings
used for the building sewer shall be ductile iron conforming to the
requirements of ANSI 21.51 and ANSI 21.10 or polyvinyl chloride (PVC)
SDR 35 pipe and fittings conforming to the requirements of ASTM D
3034 manufactured from Class 12454-B. All pipe and fittings shall
bear the identification of the manufacturer. All plastic pipe, fittings
and components shall be third-party certified as conforming to NSF
14.
[Amended 4-18-2005 by Ord. No. 2005-3, approved 4-18-2005]
B.
For all pressurized systems, polyvinyl chloride (PVC)
SDR-21 pipe conforming to the requirements of ASTM D 2241 manufactured
from Class 12454-B (PVC 1120) rigid PVC compounds shall be used. All
pipe and fittings shall bear the identification of the manufacturer.
All plastic pipe, fittings and components shall be third-party certified
as conforming to NSF 14.
[Amended 4-18-2005 by Ord. No. 2005-3, approved 4-18-2005]
C.
Joints for ductile iron pipes and fittings shall be
either mechanical or push-on with rubber gasket compression joints
conforming to the requirements of ANSI A21.11. Joints for PVC SDR-35
and PVC SDR-21 pipes and fittings shall be push-on type gasket joints
conforming to ASTM D 3212 and ASTM D 3139 respectively. The gasket
shall conform to ASTM F 477.
D.
The pipes shall have permanently tight joints which
shall prevent the admission of groundwater and shall be laid at a
minimum grade of 1/4 inch per foot with the best possible alignment.
To protect the pipes from frost or crushing from surface activity,
a minimum of four feet of cover must be provided. Under special conditions,
a variance to the latter two requirements may be granted by the Borough.
E.
The pipe for the building sewer shall have a minimum
inside diameter of four inches or six inches. No transitions from
one pipe size to another or from one pipe material to another will
be made unless manufactured adapters, designed specifically for that
purpose and approved by the Borough, are used. Reductions in pipe
size in the direction of flow are not permitted. All changes in direction
must be made with pipe fittings. No fitting greater than 45° will
be permitted, except under certain conditions acceptable to the Borough.
Sweep ninety-degree bends may be used. The Borough reserves the right
to adjust the building sewer pipe diameter as it so desires.
[Amended 4-18-2005 by Ord. No. 2005-3, approved 4-18-2005]
F.
For purposes of identification and early warning during
trenching or other excavation, nonresidential properties shall have
continuous warning tapes in all trenches. Such tapes shall be optional
for residential properties unless trenches are within the rights-of-way
limits of state highways and/or Borough streets. Tapes shall be buried
at a depth of six inches below finished grade. In pavement, tapes
shall be buried six inches below the top of the subgrade. The underground
warning tape shall be a magnetic polyethylene tape, three inches in
width with a minimum lettering of one inch.
A.
Prior to the installation of the building sewer, the
Borough's representative may inspect the property to determine whether
or not the plumbing facilities are properly trapped and vented. Based
upon the results of that inspection, an air intake pipe with trap
may be required.
B.
If the inspection is not performed, or if the facilities
do not pass the inspection, a trap and air intake pipe must be provided
for each building sewer (see Exhibit A[1]). The trap must be placed immediately outside the building
wall and the air intake pipe must extend from the trap. The top of
the air intake pipe shall extend a minimum of six inches above the
ground surface to prevent surface water from entering and shall be
provided with a mushroom or other type cap sufficient to prevent the
entrance of rainwater.
[1]
Editor's Note: Said appendix is included as an attachment
to this chapter.
A.
Unless otherwise authorized by the Borough or its
representative, cleanouts shall be provided in each building sewer
at intervals that will permit complete rodding with a fifty-foot-long
auger or tape. Such intervals shall include the length of the building
sewer and riser as appropriate. Cleanouts will also be required within
five feet upstream of every change in direction greater than 45°
and immediately downstream of the trap. Cleanouts shall be constructed
using a one piece combination wye and eight bend and riser to the
ground surface. The riser pipe shall be provided with a standard four-inch
screw-type ferrule and shall be watertight.
B.
Building drain and building sewer junction. A cleanout
shall be installed near the junction of the building drain and building
sewer. This cleanout shall be either inside or outside the building
wall, provided it is brought up to finish grade or to the lowest floor
level. An accessible interior building drain cleanout or test tee
within close proximity to the building drain exit point shall fulfill
this requirement. Cleanouts shall be a minimum four inches in size.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
Building sewers shall be provided with stone
bedding consisting of AASHTO No. 8 coarse aggregate or suitable substitute
if approved by the Borough's representative. Exposed bedrock shall
not be considered a suitable substitute. A minimum of four inches
of stone is required underneath the pipe with backfill of stone to
the midpoint of the pipe diameter.
The permit holder shall give advance notice
to the Borough's representative when the facilities to be connected
to the sewer system are ready to be tested. It shall be the duty of
the permit holder to insure that the facilities will withstand the
prescribed test before giving notification to the Borough. Inspections
and tests shall only be performed during the hours posted by the Borough's
inspector.
No connection or pipe trench shall be backfilled
unless and until the pressure sewer system or building sewer installation
has been inspected, tested and approved by the Borough's representative.
The building sewer or pressure sewer system may be carefully covered
with 12 inches of AASHTO No. 8 stone prior to testing and inspection
provided the joints are left uncovered.
A.
An air test (see Exhibit B[1]) shall be performed in the presence of the Borough's representative
on the line being installed from the point of connection at the building
to the point of connection at the grinder pump or sewer system. Both
ends of the building sewer shall remain uncovered until the air testing
has been completed and the installation approved and noted in writing
on the permit. No other evidence of such approval shall be accepted.
[1]
Editor's Note: Said appendix is included as an attachment
to this chapter.
B.
After the air test has been completed and the installation
approved, the remainder of the trench shall be backfilled using backfill
materials as specified below, compacted, and restored. The entire
backfill process shall be carried out carefully so as not to disturb
the pipe.
(1)
Within the rights-of-way limits of state highways:
Conform to the requirements of PennDOT.
(2)
Within the rights-of-way limits of Borough streets:
PennDOT 2A modified aggregate.
(3)
Bituminous and stone parking areas and driveways,
sidewalks, and unpaved areas: Clean earth void of rock, wood, or other
similar debris.
(4)
Use of a new connection to the sewer system will not
be permitted until the installation has been inspected, tested, and
approved in accordance with the Borough's procedures.
A.
At the time of the inspection of the building sewer,
and from time to time as determined by the Borough, the Borough's
representatives shall have the right to inspect the facilities within
the home following adequate prior notification to determine whether
the facilities connected to the sewer system are in conformance with
this chapter.
B.
All water contaminated by use must be discharged into
the sewer, including water from sinks and washing machines. Conversely,
the discharge of roof, storm, surface, or building foundation water
or drainage into the sewer is expressly prohibited. Floor drains in
basements subject to groundwater infiltration or flooding must also
be removed, permanently sealed, or otherwise not connected to the
building sewer.
All of the costs and expenses associated with
the construction of the building sewer, pressure sewer system and
the connection of the building sewer or pressure sewer system to the
collection sewer, including testing, shall be borne by the owner of
the improved property served. Such owner shall indemnify and save
harmless the Borough from all loss or damage which may be occasioned,
directly or indirectly, from the construction of the building sewer,
pressure sewer system and the connection of the building sewer or
pressure sewer system to the collection sewer.
On occasion, it may be practical and desirable
for the Borough to allow owners of improved property to have access
to the Borough's sewer system by use of a grinder pump and pressure
sewer system. Property owners may be required to enter into a written
agreement with the Borough before a permit is granted for such connections.
The agreement shall be in a form approved by the Borough and shall
set forth the terms under which the Borough shall render service through
such connections. Copies of the agreement may be recorded in the Office
of the Recorder of Deeds of Dauphin County. All expenses of the Borough,
including preparation and/or review of the agreement and cost of recording
the agreement shall be paid, or reimbursed to the Borough, by the
owner.
A.
Prior to issuance of a pressure sewer system connection
permit, the owner shall submit to the Borough documentation to enable
the Borough to determine whether the proposed installation meets its
requirements and whether the grinder pump will serve its intended
purpose. For single-family residential establishments, the prefabricated
unit shall consist of a factory-built grinder pump with all associated
parts and fittings mounted in a fiberglass reinforced tank with a
remote control pump panel mounted at a suitable location outside the
home. The grinder pump shall be suitable for use near structures,
free from noise, odor, or health hazards and shall be of a type approved
by the Borough.
B.
Maintenance of the pressure sewer system to the point
of connection with the sewer system shall be the responsibility of
the owner.
C.
Pressure sewer systems for all other types of nonresidential
establishments are subject to the review and approval of the Borough.
D.
Specifications.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
(1)
Sewage grinder pumps receiving discharge from a building
shall have minimum discharge velocity of 1.9 feet per second throughout
the discharge piping to the point of connection with a gravity sewer
or pressure sewer system. A nongrinding pump or ejector shall be capable
of passing a one-and-five-tenths-inch-diameter solid ball, and the
discharge piping shall be not less than two inches in diameter. The
discharge piping of grinding pumps shall be not less than 1.25 inches
in diameter. A check valve and a gate valve located on the discharge
side of the check valve shall be installed in the pump or ejector
discharge piping between the pump or ejector and the drainage system.
Access shall be provided to such valves. Such valves shall be located
above the sump cover or, when the discharge pipe from the ejector
is below grade, the valves shall be accessibly located outside the
sump below grade in an access pit with a removable access cover.
(2)
The sump pit shall be not less than 18 inches in diameter
and 24 inches deep, unless otherwise approved. The pit shall be accessible
and located such that all drainage flows into the pit by gravity.
The sump pit shall be constructed of reinforced fiberglass. The pit
bottom shall be solid and provide permanent support for the pump.
The sump pit shall be fitted with a gastight removable cover adequate
to support anticipated loads in the area of use. The sump pit shall
be vented.
(3)
The effluent level control shall be adjusted and maintained
to at all times prevent the effluent in the sump from rising to within
two inches of the invert of the gravity drain inlet into the sump.
A.
Excavation for the grinder pump unit shall be to a
depth such that, after installation of the grinder pump unit, the
top of the unit shall be raised six inches above finished grade. The
bottom of the excavation shall be level and all loose material shall
be removed. A six-inch-deep layer of gravel or crushed stone, equal
to or finer than AASHTO No. 8, shall be placed in the excavation prior
to placement of the grinder pump unit.
C.
The grinder pump unit shall be leveled on the gravel
base and rotated for proper alignment with the gravity building sewer,
pressure lateral, and electrical service connection. Backfill around
the grinder pump unit, and for a distance of one foot above the pressure
lateral discharge pipe, shall be AASHTO No. 8 stone, as required,
with proper compaction. Care shall be taken to bring the fill up evenly
around the grinder pump unit. Rock, wood, or other debris shall not
be used as backfill. After stone backfill has been placed around the
unit to a height of one foot above the pressure lateral, clean earth
fill may be used to complete the backfill operation to the ground
surface.
A.
The pressure lateral (see Exhibit C[1]) shall be 1 1/2 inch SDR 21 PVC pipe (200 psi), with
rubber gasket joints. The pipe shall be placed a minimum of four feet
below the surface. Thrust blocks shall be provided for all fittings
and at all locations where horizontal and/or vertical deflections
are made. All pipe and fittings shall bear the identification of the
manufacturer. All plastic pipe, fittings and components shall be third-party
certified as conforming to NSF 14.
[Amended 4-18-2005 by Ord. No. 2005-3, approved 4-18-2005]
[1]
Editor's Note: Said appendix is included as an attachment
to this chapter.
B.
A minimum of four inches of AASHTO No. 8 coarse aggregate shall be placed underneath the pipe. Stone backfill shall be placed to a minimum of one foot above the top of the pipe in such a manner so as not to disturb the pipe. Backfill for the remaining portion of the trench shall be in accordance with the requirements of §§ 90-25 and 90-26.
C.
In addition, where a pressure lateral discharges into
a force main collection sewer, a curb box and redundant check valve
shall be installed by the owner unless already provided by the Borough
as a part of its facilities.
Installation of wiring from the grinder pump
to the control panel and from the control panel to the owner's circuit
breaker panel or fuse box shall be in accordance with the requirements
of all local, state, and national electric codes and the grinder pump
manufacturer's recommendations. Underground conduit shall be a minimum
diameter of 3/4 of an inch and watertight. A minimum of two feet of
cover shall be provided.
For the purposes of early warning and identification
of underground wiring and pressure piping during trenching or other
excavation, continuous warning tapes shall be provided in all trenches.
Tapes shall be buried to a depth of six inches below finished grade.
In pavement, tapes shall be buried six inches below the top of the
subgrade. The underground warning tape shall be a magnetic polyethylene
tape, three inches wide with one-inch lettering.
The gravity portion of the building sewer upstream of the grinder pump basin, including traps and cleanouts, shall be constructed as provided in other applicable sections of Article III (especially §§ 90-20 through 90-26) except that the cleanout riser immediately downstream of the house trap shall be modified to also serve as a vent for the grinder pump basin.
Every pressure sewer system shall be inspected,
tested and approved by the Borough prior to connection to the sewer
system. The pressure lateral shall be hydrostatically tested by the
installer in accordance with the procedures and requirements listed
in Exhibit D.[1] If the pressure lateral fails the prescribed test requirements,
the installer shall be responsible for determining deficiencies in
the materials and/or workmanship and for correcting the same to the
satisfaction of the Borough. The installation shall then be retested
for conformance with the Borough's requirements.
[1]
Editor's Note: Said appendix is included as an attachment
to this chapter.
The connection of the building sewer or pressure
sewer system to the collection sewer shall be in accordance with the
Borough Standard Construction Specifications. A Borough's representative
must be on site for inspection during the connection to the sewer
system. Any connection to the sewer system which was not inspected
by a representative of the Borough shall be deemed an improperly connected
system.
A.
For all new commercial and industrial establishments,
grease traps shall be provided in each building sewer, unless otherwise
authorized by the Borough or its representative. The grease trap shall
be appropriately sized for the establishment it is serving. The installation,
service and maintenance of the grease trap shall be made at the expense
of the property owner.
B.
All existing commercial and industrial establishments
shall be evaluated by the borough for compliance with this chapter.
If the existing commercial or industrial establishment is determined
to need a grease trap, or if the size of the grease trap is determined
to be inadequate or if the grease trap is difficult to pump and maintain
due to its location, a new grease trap shall be installed at the expense
of the property owner.
C.
Interceptors and separators shall be provided to prevent
the discharge of oil, grease, sand and other substances harmful or
hazardous to the building drainage system, the public sewer, or sewage
treatment plant or processes.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
D.
The size, type and location of each interceptor and
of each separator shall be designed and installed in accordance with
the manufacturer's instructions and the requirements of this section
based on the anticipated conditions of use. Wastes that do not require
treatment or separation shall not be discharged into any interceptor
or separator.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
E.
A grease trap or grease interceptor shall be required
to receive the drainage from fixtures and equipment with grease-laden
waste located in food preparation areas, such as in restaurants, hotel
kitchens, hospitals, school kitchens, bars, factory cafeterias, or
restaurants and clubs.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
F.
Where food waste grinders connect to grease traps,
a solids interceptor shall separate the discharge before connecting
to the grease trap. Solids interceptors and grease interceptors shall
be sized and rated for the discharge of the food waste grinder.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
G.
Grease traps and grease interceptors shall conform
to PDI G101, ASME A112.14.3 or ASME A112.14.4 and shall be installed
in accordance with the manufacturer's instructions.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
H.
Grease traps shall have the minimum grease retention
capacity indicated in Table 1 for the flow-through rates indicated.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
|
TABLE 1
| |
|---|---|
|
Minimum Capacity of Grease Traps
| |
|
Total Flow-Through Rating
(gpm)
|
Grease Retention Capacity
(pounds)
|
|
4
|
8
|
|
6
|
12
|
|
7
|
14
|
|
9
|
18
|
|
10
|
20
|
|
12
|
24
|
|
14
|
28
|
|
15
|
30
|
|
18
|
36
|
|
20
|
40
|
|
25
|
50
|
|
35
|
70
|
|
50
|
100
|
I.
Grease traps shall be equipped with devices to control
the rate of water flow so that the water flow does not exceed the
rated flow. The flow-control device shall be vented and terminate
not less than six inches above the flood rim level or be installed
in accordance with the manufacturer's instructions.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
J.
At repair garages, car-washing facilities with engine
or undercarriage cleaning capability and at factories where oily and
flammable liquid wastes are produced, separators shall be installed
into which all oil-bearing, grease-bearing or flammable wastes shall
be discharged before emptying in the building drainage system or other
point of disposal.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
K.
A mixture of treated or untreated light and heavy
liquids with various specific gravities shall be separated in an approved
receptacle.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
L.
Oil separators shall have a depth of not less than
two feet below the invert of the discharge drain. The outlet opening
of the separator shall have not less than an eighteen-inch water seal.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
M.
Where automobiles are serviced, greased, repaired
or washed or where gasoline is dispensed, oil separators shall have
a minimum capacity of six cubic feet for the first 100 square feet
of area to be drained, plus one cubic foot for each additional 100
square feet of area to be drained into the separator. Parking garages
in which servicing, repairing or washing is not conducted, and in
which gasoline is not dispensed, shall not require a separator. Areas
of commercial garages utilized only for storage of automobiles are
not required to be drained through a separator.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
N.
Sand and similar interceptors for heavy solids shall
be designed and located so as to be provided with ready access for
cleaning, and shall have a water seal of not less than six inches.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
O.
Commercial laundries shall be equipped with an interceptor
with a wire basket or similar device, removable for cleaning, that
prevents passage into the drainage system of solids 0.5 inch or larger
in size, string, rags, buttons or other materials detrimental to the
public sewage system.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
P.
Optional: Bottling plants shall discharge process
wastes into an interceptor that will provide for the separation of
broken glass or other solids before discharging waste into the drainage
system.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
Q.
Optional: Slaughtering room and dressing room drains
shall be equipped with approved separators. The separator shall prevent
the discharge into the drainage system of feathers, entrails and other
materials that cause clogging.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
R.
Interceptors and separators shall be designed so as
not to become air-bound where tight covers are utilized. Each interceptor
or separator shall be vented where subject to a loss of trap seal.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
S.
Access shall be provided to each interceptor and separator
for service and maintenance. Interceptors and separators shall be
maintained by periodic removal of accumulated grease, scum, oil, or
other floating substances and solids deposited in the interceptor
or separator.
[Added 4-18-2005 by Ord. No. 2005-3,
approved 4-18-2005]
A.
For all new commercial and industrial establishments,
grit chambers shall be provided in each building sewer, unless otherwise
authorized by the Borough or its representative. The grit chamber
shall be appropriately sized for the establishment it is serving.
The installation, service and maintenance of the grit chamber shall
be made at the expense of the property owner.
B.
All existing commercial and industrial establishments
shall be evaluated by the Borough for compliance with this chapter.
If the existing commercial or industrial establishment is determined
to need a grit chamber, or if the size of the grit chamber is determined
to be inadequate, or if the grit chamber is difficult to pump and
maintain due to its location, a new grit chamber shall be installed
at the expense of the property owner.
C.
Where the Borough has determined that a grease trap
and grit chamber are required for a commercial or industrial establishment,
a combination grease trap/grit chamber shall be provided in each building
sewer. The installation, service and maintenance of the grease trap/grit
chamber shall be made at the expense of the property owner.
