NW STD 20CM GLPW CONCRETE BLOCK

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Environmental Product Declaration (EPD) NW STD 20CM GLPW CONCRETE BLOCK is pleased to present this environmental product declaration (EPD) for the Normal Weight Standard (NW STD) 20CM Glass Powder (GLPW) concrete block. This EPD was developed in compliance with CAN/CSA-ISO 14025 and has been verified by Lindita Bushi, Athena Sustainable Materials Institute. The LCA and the EPD were produced by Vertima and Ellio. The EPD includes cradle-to-gate life cycle assessment (LCA) results. For more information about, please go to http://www.permacon.ca/home.

This environmental product declaration (EPD) is in accordance with CAN/CSA-ISO 14025 and the PCR noted below. EPDs from different programs may not be comparable. PROGRAM OPERATOR PRODUCT CSA Group 178 Rexdale Blvd Toronto, ON Canada M9W 1R3 www.csagroup.org Concrete block, NW STD 20CM GLPW EPD REGISTRATION NUMBER 7135-8939 EPD RECIPIENT ORGANIZATION REFERENCE PCR 8140, rue Bombardier Anjou (Québec) H1J 1A4 CANADA Product Category Rules (PCR) For Preparing an Environmental Product Declaration for: Manufactured Concrete and Concrete Masonry Products ASTM International December, 2014 to November, 2019 UN CPC 3755 DATE OF ISSUE November 1, 2016 PERIOD OF VALIDITY October 31, 2021 The PCR review was conducted by: Nicholas Santero, Apple (Chairperson) Christine Subasic, Consulting Architectural Engineer Juan Tejeda, ORCO Block Company Page 2 of 11

This EPD and related data were independently verified by an external verifier, Lindita Bushi, Athena Sustainable Materials Institute, according to CAN/CSA-ISO 14025:2006 Lindita Bushi, Athena Sustainable Materials Institute DESCRIPTION OF PERMACON For over sixty years,, pioneer, innovator and champion of growth, has been Canada s largest producer of concrete products. Offering an evolving line of over 1000 masonry and landscaping products, helps diversify and adorn the outdoors of residential, institutional, commercial and industrial environments. DESCRIPTION OF PRODUCT The NW STD 20CM GLPW is a loadbearing concrete block masonry unit, used in wall construction. Its specificity lays in the use of glass powder in replacement of a part of the cement. It is produced at manufacturing plant located in Milton, Ontario. The Milton plant address is 8375 5th Side Road, Milton, ON L9T 2X7 CANADA. NW STD 20CM GLPW meets the requirements of the CSA A165.1-04 - concrete block masonry unit standard. The compressive strength of the product is 22 MPa after 28 days. The raw materials input are detailed in table 1. Table 1: Material composition of 1m3 of NW STD 20CM GLPW Materials Amount Proportion Cement 30 137 kg 6.1 % Asphalt sand 947.4 kg 42.2 % Natural aggregates 1122.4 kg 50.0 % Quantec (admixture) 0.5 kg 0.02 % Glass powder 38 kg 1.7 % TOTAL 2245 kg 100% Page 3 of 11

SCOPE OF EPD Reference flow and declared unit The selected declared unit for this study is 1 m 3 of concrete formed into manufactured concrete and concrete masonry products. The NW STD 20CM GLPW has dimensions of 20 cm x 20 cm x 40 cm. The blocks have a density of 2245 kg/m 3. One block weights 18.27 kg. Block's design includes empty spaces. Therefore, the reference flow should include the amount of concrete in the block, and not the outside volume of the block. In this case, the reference flow is 122.9 blocks. System boundaries This EPD focuses on a Cradle-to-Gate life cycle impact assessment (LCIA) of the NW STD 20CM GLPW Concrete Block. Therefore, three (3) life cycle stages are considered, namely A-1) Raw materials acquisition, A-2) Raw materials transportation to the manufacturing plant, and, A-3) Blocks manufacturing. Figure 1 illustrates the process flow diagram. The following stages are not included: construction process, use and end-of-life. Page 4 of 11

Figure 1: System boundaries for the NW STD 20CM GLPW concrete block Cradle-to-Gate LCA Raw materials acquisition: this step includes extraction from the quarry (sand, aggregates), production of clinker and cement, as well as post-consumer glass collection and production of glass powder. Raw materials transportation: this step includes transportation of raw materials from 's suppliers to the Milton manufacturing plant. Blocks manufacturing: this step includes energy consumption (electricity, heat), water consumption and emissions to the environment related to the product manufacturing, including batching and mixing of concrete, forming of units, curing of units, and applicable post-production finishing of units. Concrete block production generates 1% of losses. This loss of material is considered as waste. Are also included packaging Page 5 of 11

materials to make the product ready for shipment, as well as transportation of these materials to 's manufacturing plant. Calculation method SimaPro software v 8.0.4.30, developed by PRé Consultants, was used to calculate the inventory and to assess potential environmental impacts associated with the inventoried inputs and outputs. Data sources Inventory data was collected from the manufacturing plant located in Milton, ON, using a LCI questionnaire. Inventory data included both the total annual production volumes, the amount of raw materials entering the production of concrete blocks, losses of these materials, distances and transportation mode for the raw materials supply, energy consumption, emissions to the environment, water consumption, and materials needed for packaging. Data related to energy, materials and waste needed to produce glass powder from post-consumer materials was collected directly from 's suppliers. Data used to model cement production correspond to the most up-to-date data available and was taken directly from the Cement Association of Canada's EPD for General Use (GU) and Portland-Limestone (GUL) Cements [1]. Similarly, data used to model Quantec (admixture - plasticizer) was taken from the European Federation of Concrete Admixtures Associations' EPD for Concrete admixtures [2]. When primary data was not available, the unit processes were selected either from the ecoinvent v3.1 database, one of the most comprehensive LCI databases currently available [2], or from the US LCI database [3], that is specific to the North American context. When necessary, the electricity grid mix of unit processes has been adapted to specific contexts (Quebec or Ontario). Data quality This study is specific to a particular manufacturer:. The primary data, mostly obtained from the manufacturer, is representative of the current technologies and materials used by the company. As primary data was collected directly from the only plant where NW STD 20CM GLPW is manufactured, it can be Page 6 of 11

stated that it is 100% representative of the technologies in use and of the geographical areas. Primary data was also collected from one of 's suppliers, concerning glass powder production. Data was collected so as to be representative of the full year 2014. Secondary data was used only for upstream processes. For some processes, the ecoinvent database provided representative data for a Canadian context. These processes were used in priority. When necessary, the electricity grid mix was changed for the electricity grid mix of the province where the production takes place. When ecoinvent processes were not available for a North American context, processes were taken from the US LCI database. Allocation Data relative to energy consumption (electricity, heat) was provided for the whole manufacturing plant. ISO 14040 allocation procedure states that, whenever possible, allocation should be avoided by collecting data related to the process under study or by expanding the product system. In the present case, data was provided by the manufacturing plant as a total value, and not specifically for the NW STD 20CM GLPW concrete block. According to ISO 14040, step 2 consists of partitioning the inputs and outputs between the different products in a way that reflects the physical relationship between them. This manufacturing plant produces various concrete masonry blocks, with similar sizes and weights that go through similar manufacturing steps. The difference in their economic value is less than a factor of 10. Therefore, mass allocation is suitable to estimate the share of the total energy that can be assigned to each product. Cut-off methodology According to the PCR [4], if a mass flow or energy flow represents less than 1% of the cumulative mass or energy flow of the system, it may be excluded from system boundaries. However, these flows should not have a relevant environmental impact. Also, at least 95% of the energy usage and mass flow shall be included. In the present study, no primary data (input material, energy consumption) was excluded from the system boundaries. Page 7 of 11

Exclusions No data on the construction, maintenance or dismantling of the capital assets, daily transport of the employees, office work, business trips and other activity from employees was included in the model. The model only takes into account processes associated with infrastructures that are already included in ecoinvent modules. ENVIRONMENTAL IMPACTS The five impact indicators required by the PCR, namely global warming potential (GWP), acidification potential, eutrophication potential, smog creation potential and ozone depletion potential were calculated using the TRACI 2.1 impact assessment methodology developed by Bare and Gloria [5]. Always in accordance with the PCR, Table 2 presents the LCIA results for 1 m 3 of NW STD 20CM GLPW using TRACI methodology, as well as total primary energy consumption, consumption of renewable and non-renewable materials, fresh water consumption, and waste generation. The Cradle-to-Gate impact assessment results of s NW STD 20CM GLPW concrete block are summarized below. Page 8 of 11

Table 2: LCIA results for 1 m³ of NW STD 20CM GLPW Category Indicator Unit Value TRACI v2.1 Impact Category Indicators Global Warming Potential kg CO2 eq 209 Acidification potential kg SO2 eq 1.13 Eutrophication potential kg N eq 0.17 Smog creation potential kg O3 eq 17.9 Ozone depletion potential kg CFC-11 eq 4.3E-06 Total Primary energy consumption Non-renewable fossil MJ 1964 Non-renewable nuclear MJ 430 Renewable (biomass) MJ 77 Renewable (solar, wind, hydroelectric and geothermal) MJ 135 Resources consumption Non-renewable materials kg 2392 Renewable materials kg 25 Fresh water L 804 Waste generated Non-hazardous kg 35.4 Hazardous kg 0.08 Interpretation Figure 2 and Figure 3 present the relative contribution of raw materials acquisition and transportation, and blocks manufacturing to the LCIA impacts and to energy consumption. Raw materials acquisition contributes for more than 60% of the five impact categories. Raw materials acquisition dominates the energy consumption, except for non-renewable energy from nuclear sources where block production accounts for 60% of the consumption. Page 9 of 11

Figure 2: Contribution of life cycle stages to the environmental impacts of 1m 3 of NW STD 20CM GLPW - TRACI Indicators Figure 3: Contribution of life cycle stages to the environmental impacts of 1m 3 of NW STD 20CM GLPW - Energy consumption Additional environmental information Glass powder, from post-consumer sources, is used in the manufacture of NW STD 20CM GLPW as a partial replacement of the cement. Page 10 of 11

REFERENCES [1] Cement Association of Canada (2016). Environmental Product Declaration (EPD). General Use (GU) and Portland-Limestone (GUL) Cements. Revised Version 1.1. 17 pp [2] European Federation of Concrete Admixtures Associations Ltd. (2015) Environmental Product Declaration: Concrete admixtures Plasticisers and Superplasticisers. 9pp. [3] Frischknecht R., Jungbluth N., Althaus H.-J., Doka G., Heck T., Hellweg S., Hischier R., Nemecek T., Rebitzer G., Spielmann M., Wernet G. (2007) Overview and Methodology. ecoinvent report No. 1. Swiss Centre for Life Cycle Inventories, Dübendorf, 2007 [4] U.S. Life Cycle Inventory Database (2012). National Renewable Energy Laboratory, 2012. Accessed November 19, 2012: https://www.lcacommons.gov/nrel/search [5] ASTM International (2014). Product Category Rules. Manufactured Concrete and Concrete Masonry Products - UN CPC 3755. Version 1.0. 21pp. [6] Bare, J. C., T. P. Gloria (2008). Environmental impact assessment taxonomy providing comprehensive coverage of midpoints, endpoints, damages, and areas of protection. Journal of Cleaner Production 16: 1021-1035. [7] CSA Group Environmental Product Declaration (EPD) Program: Program requirements, November 2013. Page 11 of 11