Draft Details
- Vacuum waste-collection systems (New Edition)
- CSA B45.13:19/IAPMO Z1700-2019
- DRAFT STANDARD
- Legal Notice for Draft Standards
- + 1 Scope
- 1.1 Inclusions
- 1.2 Exclusions
- 1.3 Terminology
- 1.4 Units of measurement
- 1.5 Alternative materials
- 2 Reference publications
- + 3 Definitions and abbreviations
- 3.1 Definitions
- 3.2 Abbreviations
- + 4 General requirements
- + 4.1 Vacuum system components
- 4.1.1 General description
- + 4.1.2 Buffers/accumulators
- 4.1.2.1 General
- 4.1.2.2 Buffers/accumulators intended for greas...
- 4.1.2.3 Discharge rate
- + 4.1.3 Activators/controllers
- 4.1.3.1 Design requirements
- 4.1.3.1.1 General
- 4.1.3.1.2 Exclusions
- 4.1.3.2 Operation
- 4.1.4 Interface kits
- 4.1.5 Isolation valves
- 4.1.6 Check valves
- 4.1.7 Operating vacuum pressure
- + 4.2 Field-installed vacuum drainage piping
- 4.2.1 General
- + 4.2.2 Copper vacuum drainage tubes and fittings...
- 4.2.2.1
- 4.2.2.2
- + 4.2.3 Plastic vacuum drainage pipe and fittings...
- 4.2.3.1
- 4.2.3.2 Plastic piping joints
- + 4.2.4 Stainless steel vacuum drainage pipe and ...
- 4.2.4.1
- 4.2.4.2
- 4.3 Vacuum centre
- + 4.4 Tanks
- 4.4.1 Vacuum tanks
- 4.4.2 Water supply tanks
- 4.4.3 Transfer tanks
- 4.4.4 Materials
- + 4.5 Plumbing fixtures, waste fittings, and fixt...
- 4.5.1 General
- + 4.5.2 Water closets designed for vacuum systems...
- 4.5.2.1 General
- 4.5.2.2 Exceptions
- + 4.5.3 Urinals designed for vacuum systems
- 4.5.3.1 General
- 4.5.3.2 Exceptions
- + 4.5.4 Waste fittings designed for vacuum system...
- 4.5.4.1 General
- 4.5.4.2 Exceptions
- + 4.5.5 Off-the-floor plumbing fixture supports
- 4.5.5.1 General
- 4.5.5.2 Additional Exceptions
- 4.6 Backflow prevention
- + 4.7 Electrical requirements
- 4.7.1 Low-voltage circuits
- 4.7.2 Circuits other than low-voltage circuits
- + 5 Test requirements
- + 5.1 Water closet performance tests
- + 5.1.1 General
- 5.1.1.1
- 5.1.1.2
- 5.1.1.3
- + 5.1.2 Flushing performance test
- 5.1.2.1 Test media and drop guide
- 5.1.2.2 Procedure
- 5.1.2.3 Performance
- + 5.1.3 Water consumption test
- 5.1.3.1 Apparatus
- 5.1.3.2 Procedure
- 5.1.3.3 Performance
- + 5.2 Urinal performance tests
- + 5.2.1 General
- 5.2.1.1
- 5.2.1.2 Test specimen installation
- 5.2.1.3 Performance tests for urinals
- 5.2.1.4 Test pressures and temperatures
- + 5.2.2 Water consumption test for urinals
- 5.2.2.1 Flush volume measuring apparatus
- 5.2.2.2 Procedure
- 5.2.2.3 Performance requirements
- + 5.2.3 Surface wash test for urinals
- 5.2.3.1 Test medium
- 5.2.3.2 Procedure
- 5.2.3.3 Performance requirements
- + 5.3 Vacuum discharge valve/extraction valve tes...
- 5.3.1 Procedure
- 5.3.2 Performance requirements
- + 5.4 Vacuum test for tanks
- 5.4.1 Procedure
- 5.4.2 Performance requirements
- + 5.5 Activator/controller test
- 5.5.1 Procedure
- 5.5.2 Performance requirements
- + 5.6 Buffer/accumulator test for condensate and ...
- 5.6.1 Procedure
- 5.6.2 Performance requirements
- + 5.7 Buffer/accumulator test for grease vacuum s...
- 5.7.1 Procedure
- 5.7.2 Performance requirements
- + 5.8 Check valve test
- 5.8.1 Procedure
- 5.8.2 Performance requirements
- + 6 Markings and additional literature
- 6.1 General
- 6.2 Marking characteristics
- 6.3 Marking location
- + 6.4 Instructions
- 6.4.1 General
- 6.4.2 Installation instructions
- 6.4.3 Operation and maintenance instructions
- 6.5 Operating pressures
- + 6.6 Water closets and urinals
- Table 1
- + Annex A (informative)
- Table A.1
- + Annex B (normative)
- + B.1 Plastic pipe strength test
- B.1.1 Test apparatus
- B.1.2 Test specimens
- B.1.3 Test procedure
- B.1.4 Performance
- + B.2 Plastic pipe vacuum test
- B.2.1 Test apparatus
- B.2.2 Test specimens
- B.2.3 Test procedure
- B.2.4 Performance
- + B.3 Markings
- Figure B.1
- + Annex C (informative)
- C.0 Introduction
- + C.1 Description and operation of vacuum systems...
- C.1.1 Description
- C.1.2 Operation
- C.1.3 Compliance and other considerations
- + C.2 Design factors
- C.2.1 Principal design factors
- C.2.2 Health and safety
- + C.2.3 Availability and redundancy
- C.2.3.1 Availability determination
- C.2.3.2 Availability design considerations
- C.2.3.3 Redundancy
- C.2.3.4 Discharge/extraction valve cycle durati...
- + C.2.4 Reliability
- C.2.4.1 Reliability determination
- C.2.4.2 Reliability design considerations
- C.2.5 Maintainability
- C.2.6 Noise reduction
- C.2.7 Venting
- C.2.8 Energy consumption
- C.2.9 Other design factors
- C.2.10 Availability of calculations and graphs
- + C.3 Design parameters
- + C.3.1 Wastewater discharge
- C.3.1.1 General
- C.3.1.2 Capacity
- C.3.1.3 Gravity sanitary drainage interface
- + C.3.2 Vacuum recovery and minimum vacuum pressu...
- C.3.2.1 General
- C.3.2.2 Vacuum recovery time
- C.3.2.3 Minimum vacuum pressure
- + C.3.3 Operating pressures and temperatures
- C.3.3.1 Operating pressures
- C.3.3.2 Operating temperatures
- + C.3.4 Drainage piping
- C.3.4.1 General
- C.3.4.2 Pipe sizing
- C.3.4.3 Underground vacuum piping
- C.3.4.4 Eccentric tapered fittings
- C.3.4.5 Change in pipe sizes
- C.3.4.5.1 Direction of flow
- C.3.4.5.2 Lift pipe diameter
- C.3.4.6 Piping slope
- C.3.4.7 Receiving drainage system
- C.3.4.8 Water and wastewater connections
- C.3.4.8.1 Piping connections
- C.3.4.8.2 Gravity drainage piping
- C.3.4.9 Branch connections
- C.3.4.9.1 General
- C.3.4.9.2 Fixtures installed on two levels
- C.3.4.10 Field-installed drainage piping
- C.3.4.10.1 Design considerations
- C.3.4.10.2 Installation
- C.3.4.10.3 Brackets and supports
- C.3.4.10.3.1 General
- C.3.4.10.3.2 Location and spacing
- C.3.4.11 Buried drainage piping
- C.3.5 Expected wastewater flow rates
- + C.3.6 Accumulative lift
- C.3.6.1 General
- C.3.6.2 Maximum accumulative lift
- C.3.7 Vacuum centre controls
- C.3.8 System monitoring
- + C.3.9 Inspection openings
- C.3.9.1 Location and installation
- C.3.9.2 Alternative inspection openings
- C.3.9.3 Inspection opening size
- C.3.9.4 Access to inspection openings
- C.3.9.5 Sealing
- C.3.9.5.1 General
- C.3.9.5.2 Rubber rings and gaskets
- C.3.10 Automatic interface units
- + C.3.11 Buffers/accumulators
- C.3.11.1 General
- C.3.11.2 Design
- C.3.11.3 Sizing
- + C.3.12 Fixtures
- C.3.12.1 General
- C.3.12.2 Access to valves and controls
- C.3.12.3 Backflow prevention
- C.3.12.3.1 Fixture rinse valves
- C.3.12.3.2 Fixtures installed on two levels
- + C.3.13 Lift pipes
- C.3.13.1 Fixture lift pipes
- C.3.13.2 Fixture connections from below and fro...
- C.3.13.3 Automatic interface unit lift pipes
- C.3.13.3.1 General
- C.3.13.3.2 Offsets
- C.3.13.4 Lift pipes connecting to horizontal br...
- C.3.13.4.1 Lift pipes connecting to a horizonta...
- C.3.13.4.2 Connecting 45° junctions
- C.3.13.5 Secondary lift pipes
- C.3.13.5.1 Initial lifts
- C.3.13.5.2 Secondary lifts
- C.3.13.6 Horizontal branches
- + C.3.14 Reforming pockets
- C.3.14.1 General
- C.3.14.2 Location
- C.3.14.3 Open reforming pockets
- C.3.14.4 Closed reforming pockets
- C.3.15 Filters and catchers
- + C.4 Verification of design requirements
- Table C.1
- Table C.2
- Figure C.1
- Figure C.2
- Figure C.3
- Figure C.4
- Figure C.5
- Figure C.6
- Figure C.7
- Figure C.8
- Figure C.9
- Figure C.10
- Figure C.11
- Figure C.12a)
- Figure C.12b)
- Figure C.12c)
- Figure C.13
- Figure C.14
- Figure C.15a)
- Figure C.15b)
- Figure C.16
- Figure C.17
- Figure C.18
- Figure C.19a)
- Figure C.19b)
- Figure C.20a)
- Figure C.20b)
- Figure C.21a)
- Figure C.21b)
- Figure C.21c)
- Figure C.21d)
- + Annex D (informative)
- + D.1 Flow rate calculation
- D.1.1 Flow rate calculation in litres per secon...
- D.1.2 Flow rate calculation in gallons per minu...
- D.2 Discharge from gravity fixtures
- D.3 Automatic interface units
- D.4 Selection of the reduction factor, K
- D.5 Typical DU values for vacuum fixtures
- + D.6 Sample calculations
- Table D.1
- Table D.2
- Table D.3
- + Annex E (informative)
- + E.1 Fixture discharge flow rates
- E.1.1 Vacuum fixture flow rates
- + E.1.2 Gravity fixture flow rates (wastewater in...
- E.1.2.1 General
- E.1.2.2 Flow rate calculation in accordance wit...
- E.1.2.3 Alternative flow rate calculation
- + E.2 Sizing
- Table E.1
- Table E.2
- Table E.3
- Table E.4
- + Annex F (informative)
- + F.1 Verification and commissioning
- + F.1.1 Verification
- F.1.1.1 General
- F.1.1.2 Performance requirements
- F.1.1.3 Compliance with local codes and regulat...
- F.1.1.4 Installation requirements
- F.1.1.5 Performance assessment
- F.1.1.6 Records
- + F.1.2 Commissioning
- F.1.2.1 General
- F.1.2.2 Commissioning tests
- + F.2 Vacuum system tests
- + F.2.1 Vacuum centre test
- F.2.1.1 Test procedure
- F.2.1.2 Pass/fail criteria
- + F.2.2 System tightness test
- F.2.2.1 Gravity drainage piping
- F.2.2.2 Vacuum test procedure
- F.2.2.3 Pass/fail criteria
- + F.2.3 Wastewater discharge test
- F.2.3.1 Test conditions
- F.2.3.2 Test procedure
- F.2.3.2.1 Simultaneous discharge test (Part 1)
- F.2.3.2.2 Individual discharge test (Part 2)
- F.2.3.2.3 Group discharge test (Part 3)
- F.2.3.3 Pass/fail criteria
- + F.2.4 Vacuum pressure monitoring test
- F.2.4.1 Test procedure
- F.2.4.2 Pass/fail criteria
- + F.2.5 Vacuum centre control and monitoring syst...
- F.2.5.1 General
- F.2.5.2 Test procedure
- F.2.5.3 Pass/fail criteria
- + F.2.6 Plastic piping systems vacuum test
- Table F.1
- Table F.2
- Table F.3
- + Annex G (informative)
- G.1 Description
- G.2 Test apparatus
- G.3 Test procedure
- G.4 Performance
1.1 Inclusions
This Standard applies to vacuum waste-collection systems intended to extract and transport water, condensate from refrigerators, sanitary waste, greywater, or grease and specifies requirements for system equipment and components, field-installed drainage piping, vacuum plumbing fixtures, backflow prevention, materials, construction, performance testing, and markings. This Standard also provides guidance for vacuum system design, verification, and commissioning.
Notes:
The terms “vacuum waste-collection system”, “vacuum drainage system”, and “vacuum system” are used interchangeably. In this Standard, the term “vacuum system” is used.
Annex A contains a gauge vacuum pressure equivalence table.
Annex B specifies tests for plastic pipe for field-installed drainage systems.
Annex C covers the design of vacuum systems and comprises three major sections: a description and operation of vacuum systems (Clause C.1), design factors (Clause C.2), and design parameters (Clause C.3).
Annex D specifies the procedure for calculating wastewater flow rates.
Annex E specifies the procedure for sizing pipes and buffer/accumulators.
Annex F indicates procedures and tests for the verification and commissioning of vacuum systems. Table F.3 provides the requirements for the verification of the design factors and parameters specified in Clauses C.2 and C.3.
Annex G specifies the procedure for the field-installed plastic vacuum drainage piping tightness test.
1.2 Exclusions
This Standard does not apply to
gravity drainage systems upstream of the vacuum system; and
plumbing fixtures upstream of the vacuum system.
1.3 Terminology
In this Standard, “shall” is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the standard; “should” is used to express a recommendation or that which is advised but not required; “may” is used to express an option or that which is permissible within the limits of the standard; and “can” is used to express possibility or capability.
Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material.
Notes to tables and figures are considered part of the table or figure and may be written as requirements.
Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application.
1.4 Units of measurement
The values stated in either SI (metric) or inch/pound units are to be regarded as the standard. SI units are the units of record in Canada.
In this Standard, the inch/pound units are shown in parentheses. The values stated in each measurement system are equivalent in application; however, each system is to be used independently. Combining values from the two measurement systems can result in non-conformance with this Standard.
All references to gallons are to U.S. gallons.
All references to pressures are to gauge pressures. A vacuum pressure equivalence table is included in Annex A.
1.5 Alternative materials
The requirements of this Standard are not intended to prevent the use of alternative materials or methods of construction provided such alternatives meet the intent and requirements of this Standard.
You may comment on any section of this document by clicking the “Submit Comment” link at the bottom of the relevant section.