Ring-Tite® / Enviro-Tite® SDR 35 & 28 PVC Pipe (PSM)

Manufactured ASTM / CSA standards, the two products are identical except for Enviro-Tite® having a minimum recycled material content of 50%.

  • High flow capacity
  • Tight joints and lower treatment costs
  • Corrosion-Proof Performance

 

Designed for various municipal applications, IPEX Ring-Tite and Enviro-Tite systems provide advanced protection from cracking, leaking, corrosion and other threats that can compromise the integrity of municipal sewer systems. IPEX municipal sewer piping systems are made with a high-strength, high-impact PVC compound.

Enviro-Tite is produced from an innovative co-extrusion process, allowing for 50% use of reprocessed PVC while increasing product performance. The combination of reprocessed materials and superior performance truly distinguishes Enviro-Tite as one of the most environmentally friendly sewer pipes available.

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Data Sheet

Installation Guide

Information Bulletin

MSDS

PRODUCT DETAILS

Ring-Tite PVC Sewer Pipe (PSM)

DR35 4 - 60" (100 - 1500 mm)

 

CSA B182.2 certified

ASTM D3034

ASTM F679

BNQ NQ 3624-130 & 3624-135*

 

Sanitary sewer

Storm sewer

Industrial effluent

 

Enviro-Tite PVC Sewer Pipe (PSM)

DR35 4 - 15" (100 - 375 mm)

 

CSA B182.2 certified

ASTM D1760

BNQ NQ 3624-130 & 3624-135*

 

Sanitary sewer

Storm sewer

Industrial effluent

 

Ring-Tite® Heavy Wall PVC Sewer Pipe (PSM)

DR28 4 - 6" (100 - 150 mm) Certified to CSA B182.2

BNQ NQ 3624-130 

 

Sanitary sewer laterals

Storm sewer laterals

Industrial effluent

 

 

Enviro-Tite PVC Sewer Pipe (PSM)

DR28 4 - 6" (100 - 150 mm)

 

Certified to CSA B182.2

BNQ NQ 3624-130 

 

Sanitary sewer laterals

Storm sewer laterals

Industrial effluent

Ring-Tite Gasketed Sewer Fittings (PSM)

4 - 42" (100 - 1050 mm)

CSA B182.2 certified

ASTM D3034

ASTM F679

 

Sanitary sewer

Storm sewer

Industrial effluent

SPECIFICATIONS

GENERAL

Main line sewers will be PVC DR35 sewer pipe and shall be in compliance with ASTM D3034 or ASTM F1760 and third-party certified to CSA B182.2. Sewer laterals will be PVC DR28 sewer pipe and shall be third-party certified by CSA as above.

JOINTS

Sealing gaskets must meet the requirements of ASTM D3034 or ASTM F1760 or CSA B182.2. In addition, the pipe joints must be able to withstand a minimum hydrostatic pressure of 50 psi (345 kPa) without leakage.

PIPE STIFFNESS

The minimum ring stiffness shall be 46 psi (320 kPa) for DR35 pipe and 90 psi (625 kPa) for DR 28. This stiffness will be determined using the test methods prescribed by ASTM D3034 and ASTM F1760.

FITTINGS

Injection-moulded gasketed PVC fittings shall meet the requirements of ASTM D3034 and ASTM F1336 and shall be certified to CSA B182.1 or CSA B182.2. Fabricated fittings must conform to ASTM F1336 and CSA B182.2.

Case Studies

Success of SDR 35 Ring-Tite® PVC with District of Parkland Sewer Project

The Alberta Capital Region Waste Commission (ACRWC) oversees wastewater collection, transmission, and treatment facilities for 13 municipalities surrounding Edmonton, Alberta. One of those municipalities, the Parkland area west of Edmonton, was experiencing population growth that the ACRWC predicted would overload the existing 750 mm (30 inch) diameter sewer line servicing the area. After reviewing their options, the ACRWC awarded IPEX the project contract.

 

Tighter Sewer Joints - The Responsible Choice 

Municipal engineers can ensure sewer piping systems remain leak-free throughout their operating life by specifying solutions that offer tighter sewer joints.

 

A Wise Choice Made 30 Years Ago

In the early 1980s, decision makers in charge of the City of Vaudreuil-Dorion infrastructures had a sense of vision and made a responsible choice for the lasting benefit of the tax payers. A vision that would ensure durable infrastructures for over 30 years. The technical services, in cooperation with the public works department, decided a major shift for products to be used in potable water distribution applications. Since then PVC has become ``The Material of Choice`` made by the City to meet the overall needs, taking into account the existing soil conditions throughout the territory.