| #R007 | chemical | operational | mandatory | Beryllium Alloy Concentration Threshold | wastewater | requirement | >= 0.1 percent by weight | Definition of beryllium alloys within the Nonferrous Metals Forming and Metal Powders category | Alloy in which beryllium is present | high |
| #R008 | chemical | operational | mandatory | Iron, Copper, or Aluminum Alloy Exclusion Threshold | wastewater | requirement | > 50 percent by weight | Exclusion threshold for alloys containing iron, copper, or aluminum from the nonferrous metal alloys category | Except for precious metal alloys | high |
| #R009 | operational | operational | mandatory | Website Feedback Field Character Limit | other | requirement | <= 400 characters | Character limit for the explanation and suggestion fields in the website feedback section | Applies to text input fields for rating reasons and website improvement suggestions | high |
| #R010 | design | operational | mandatory | NFMF Subcategory Count | wastewater | requirement | 10 subcategories | The NFMF Category structure for the regulation | | high |
| #R011 | operational | operational | mandatory | Website Feedback Character Limit | other | requirement | <= 400 characters | User feedback explanation for ratings and suggestions for website improvement | Applicable to text entry fields on the feedback form | high |
| #R012 | operational | operational | recommended | Website Feedback Survey Duration | other | requirement | 2 minutes | Time estimation for completing the optional secondary feedback section | | high |
| #R013 | design | operational | mandatory | Mineral Mining Regulatory Subcategories | wastewater | requirement | 21 subcategories | The Mineral Mining and Processing effluent guidelines apply to wastewater discharges from facilities in 21 subcategories | Covering extraction of a wide variety of minerals | high |
| #R014 | physical | operational | mandatory | Website Feedback Character Limit | other | requirement | <= 400 characters | Character limit for text entry fields including reason for rating, why visiting, and improvement suggestions | Applies to multiple fields on the EPA website feedback form | high |
| #R015 | operational | operational | guidance | Website Feedback Survey Estimated Time | other | requirement | 2 minutes | Would you like to take two more minutes to answer more questions to help us improve our services? | Applicable to the optional second page of the feedback survey | high |
| #R016 | design | operational | mandatory | Infiltration Groundwater Buffer | other | requirement | 1.0 m | Minimum clearance from the base of the GI's infiltration layer to the seasonal high groundwater table | To minimize risk of groundwater contamination and mitigate mounding | high |
| #R017 | design | operational | mandatory | Building Foundation Setback | other | requirement | 4 m | Minimum setback from buildings for infiltration-based GI systems | Unless impermeable liners are installed or the foundation is waterproofed | high |
| #R018 | design | operational | mandatory | Soil Volume Per Tree | other | requirement | 30 m3 | Minimum growing medium volume per tree for continuous soil trenches | Intended to support large growing shade trees to maturity | high |
| #R019 | physical | operational | mandatory | Native Soil Infiltration Threshold | other | requirement | > 15 mm/hr | Threshold for native soil to be suitable for infiltration-based GI without underdrains | Should also be > 1m from bedrock and water table | high |
| #R020 | design | operational | mandatory | Underdrain Minimum Diameter | other | requirement | 200 mm | Minimum requirement for perforated HDPE or PVC piping in GI systems | Required where soil infiltration rates are insufficient | high |
| #R021 | design | operational | mandatory | City Pedestrian Clearway | other | requirement | 2.1 m | Required clear width for pedestrians on sidewalks in the City of Toronto | Must be integrated when placing GI systems in the boulevard | high |
| #R022 | design | treatment | mandatory | Curb Opening Inlet Width | other | requirement | 600 mm | Minimum base width for curb openings to GI systems | To allow for maintenance | high |
| #R023 | operational | treatment | mandatory | Infiltration Trench Drain-down Time | other | requirement | < 48 hours | Time for an infiltration trench to be completely drained after a 2-yr design storm | To ensure capacity for subsequent events | high |
| #R024 | design | treatment | recommended | Bioretention Max Ponding Depth | other | requirement | 300 mm | Maximum ponding depth for bioretention cells where partial infiltration is used | Applies when filter media depth is >= 1m | high |
| #R025 | operational | treatment | mandatory | Permeable Pavement Surface Infiltration Rate | other | requirement | 280 mm/hr | Minimum infiltration rate through the surface course for permeable asphalt or concrete | Over the expected design life, including a safety factor of 10 | high |