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7.79 articles · 3 subsections

Non-Potable Water Systems

7.7.1

Non-Potable Water Systems

7.7.1.1

General

(1)Non-potable water systems shall be designed, fabricated and installed in accordance with this Subsection and good engineering practice.

(2)Except as provided in Sentence (3) and Subsection 7.7.2., non-potable water systems shall only be used to supply water closets, urinals, trap seal primers, and directly connected underground irrigation systems that only dispense water below the surface of the ground.

(3)Non-potable water systems shall not be used to supply fixtures in healthcare facilities.

(4)Where a non-potable water system is supplied by a potable water system, the potable water system shall be protected in accordance with Article 7.6.2.1.

(5)Where the static pressure at any fixture in a non-potable water system may exceed 550 kPa, a pressure-reducing valve shall be installed to limit the maximum static pressure at the fixture to 550 kPa.

(6)Where a clothes washer is supplied by a rainwater system and a potable water system, the potable water system shall be protected by dual check valve backflow preventers conforming to CSA B64.6, "Dual check valve (DuC) backflow preventers" for

  • (a) area isolation, and
  • (b) premise isolation.
7.7.1.2

Identification and Marking

(0.1)Non-potable water piping shall be identified by markings that are permanent, distinct and easily recognized.

(1)Non-potable water piping and outlets shall be identified and marked in accordance with CAN/CSA-B128.1, "Design and Installation of Non-Potable Water Systems."

(2)A sign containing the words NON-POTABLE WATER, DO NOT DRINK shall be in letters at least 25 mm high with a 5 mm stroke and posted immediately above a fixture that is permitted to receive non-potable water.

7.7.1.3

Location of Pipes

(1)Non-potable water piping shall not be located directly above

  • (a) areas where food, drink or products that are intended for human consumption are prepared, handled, dispensed or stored,
  • (b) a non-pressurized or pressurized potable water tank, or
  • (c) food-handling equipment.
7.7.1.4

Location of Outlets

(1)Except as permitted in Sentence 7.1.5.3.(3), an outlet from a non-potable water system shall not be located where it can discharge into,

  • (0.a) a sink or lavatory,
  • (a) a fixture into which an outlet from a potable water system is discharged, or
  • (b) a fixture that is used for a purpose related to the preparation, handling or dispensing of food, drink or products that are intended for human consumption.
7.7.2

Non-Potable Rainwater Harvesting Systems

7.7.2.1

General

(1)For the purposes of this Subsection, rainwater shall mean storm water discharged from an above-ground roof surface.

(2)For the purposes of this Subsection, a non-potable rainwater harvesting system shall mean a storage tank, a pump, pipes, fittings and other plumbing appurtenances used to collect and distribute rainwater, but shall not include a rain barrel not connected to a plumbing system.

7.7.2.2

Permitted Applications

(1)Non-potable rainwater harvesting systems are only permitted to supply

  • (a) water closets and urinals,
  • (b) clothes washers,
  • (c) floor-mounted service sinks and laundry trays,
  • (d) trap primers,
  • (e) irrigation systems,
  • (f) hydronic systems,
  • (g) make-up water systems for heat rejection systems, or
  • (h) any other application where the harvested rainwater is not expected to be ingested or inhaled.
7.7.2.3

Roof Design

(1)Roof surfaces that supply rainwater to a non-potable rainwater harvesting system shall be inaccessible to vehicular and pedestrian traffic.

(2)Roofing components and conveyance systems in contact with rainwater that is supplied to a non-potable rainwater harvesting system shall be constructed of materials that will not introduce substances into the rainwater that could adversely affect its intended end use.

7.7.2.4

Non-Potable Rainwater Harvesting System Design

(1)Non-potable rainwater harvesting systems and their connections shall be designed, fabricated and installed in accordance with this Subsection and good engineering practice.

(2)Non-potable rainwater harvesting systems shall not collect water discharged from an evaporative heat rejection system.

(3)Non-potable rainwater harvesting systems shall be provided with a means to treat the harvested rainwater in such a manner that the quality of the delivered non-potable water conforms to appropriate provincial or territorial requirements or, in the absence of such requirements, the systems shall conform to Sentence (4).

(4)Except as provided in Sentence (3), non-potable rainwater harvesting systems shall be provided with

  • (a) a water treatment system consisting of (i) a debris screen with a mesh size of not more than 6 mm ahead of the storage tank inlet, (ii) a first-flush diversion system with a capacity of not less than 0.3 L/m2 of roof area ahead of the storage tank inlet, (iii) a calming inlet or settling chamber ahead of the storage tank inlet, (iv) a device to prevent the entrainment of sediment into the pump, and (v) where the harvested rainwater is used for an indoor application, a filter with a mesh size of not more than 50 μm ahead of the storage tank inlet, or
  • (b) a means to treat the harvested rainwater in such a manner that the delivered non-potable water contains not more than the maximum acceptable levels of contaminants stated in CSA B805 / ICC 805, "Rainwater harvesting systems."

(5)Where the static pressure at any fixture in a non-potable rainwater harvesting system may exceed 550 kPa, a pressure-reducing valve shall be installed to limit the maximum static pressure at the fixture to 550 kPa.

(6)Storage tanks in non-potable rainwater harvesting systems shall be designed and installed in accordance with

  • (a) CAN/CSA-B126.0, "General requirements and methods of testing for water cisterns," and
  • (b) CAN/CSA-B126.1, "Installation of water cisterns."

(7)Storage tanks in non-potable rainwater harvesting systems shall be equipped with an overflow that directs excess rainwater to

  • (a) a public storm sewer,
  • (b) a public combined sewer,
  • (c) a storm water management system, or
  • (d) a designated storm water disposal location.

(8)Where the storage tank outlet is located below the level of the adjoining street, the storage tank overflow required by Sentence (7) shall

  • (a) with an indirect connection that is not located within the building, or
  • (b) be equipped with a backwater valve.

(9)Make-up water connections to non-potable rainwater harvesting systems shall

  • (a) be equipped with a reduced pressure principle backflow preventer, or
  • (b) have an air gap.

(10)Where a fixture combines water from a non-potable rainwater harvesting system and potable water at the fixture supply fitting, the potable water system shall be protected by a backflow preventer as described in Sentence 7.6.2.1.(3).

7.7.3

Non-Potable Water Systems for Re-use Purposes

7.7.3.1

Conformance to Standards

(1)Except as provided in Article 7.7.2.4., non-potable water systems for re-use purposes shall be designed, constructed and installed to conform to good engineering practice appropriate to the circumstances such as described in

  • (a) the ASHRAE Handbooks,
  • (b) ASPE Data Books, or
  • (c) CAN/CSA-B128.1, "Design and Installation of Non-Potable Water Systems."