| #Q001 | operational | operational | mandatory | Post-Drilling Backfill | wastewater | All will be backfilled upon completion | Upon completion of horizontal drilling | high |
| #Q002 | design | operational | mandatory | Pumping Station Flood Protection | wastewater | The new pumping station will be constructed 4.1 m above ground level to protect against water level changes of the LaHave River | | high |
| #Q003 | operational | operational | mandatory | Erosion and Sedimentation Control BMPs | wastewater, aquatic life | During the work, best management practices related to erosion and sedimentation control will be implemented to protect adjacent freshwater habitats. | During the work | high |
| #Q004 | design | operational | mandatory | Site-Specific Erosion and Sediment Control | wastewater, aquatic life | Site-specific Erosion and Sediment Control measures will be required. | | high |
| #Q005 | operational | treatment | mandatory | Acidified Water Generation Mitigation | wastewater | Site specific measures will be employed to reduce the potential for generation of acidified water. | Interactions with sulphide bearing bedrock | high |
| #Q006 | prohibition | operational | mandatory | Prohibition of In-Water Work | wastewater, aquatic life | No work is proposed in the waters of the LaHave River. | | medium |
| #Q007 | operational | operational | mandatory | Dry Season Trench Work and Water Removal | wastewater, aquatic life | All trench work will be conducted in the dry season, with accumulated trench water to be removed in a manner to prevent sedimentation in natural waters. | During trench work | high |
| #Q008 | design | operational | mandatory | Conduit Placement Requirement | wastewater | New conduits are to be installed, extending underneath existing sidewalks (and where required) | | high |
| #Q009 | operational | operational | mandatory | Drill Rig Site Specification | wastewater | A 25 x 25 m area will be excavated (1 m depth) and levelled for the drill rig to be installed on the northeast side of King Street | | high |
| #Q010 | design | operational | mandatory | Pumping Station Upgrade Site | wastewater | The existing pumping station #11 will be upgraded at its current location | | high |
| #Q011 | design | operational | mandatory | River Crossing Alignment | wastewater | The river crossing alignment will be between a parking lot adjacent to the intersection of School St. and King St. and Mariners Landing Park. | | high |
| #Q012 | administrative | reporting | mandatory | Authority Assessment Responsibility | other | The listed authorities are responsible for the project assessment. | Applies to Infrastructure Canada and Transport Canada for this non-designated project on federal lands. | high |
| #Q013 | design | operational | mandatory | Trench Location Specification | wastewater | Excavated trenches on the north side of LaHave River | | high |