| #R001 | design | operational | unknown | Swale Length | other | requirement | 85 meters | The swale is located on the upslope (northwest) side of the project site. | | high |
| #R002 | design | operational | unknown | Swale Average Cut | other | requirement | 0.8 meters | Average cut of the swale intended to intercept majority of flows. | Approximate average value | high |
| #R003 | design | operational | unknown | Swale Slope | other | requirement | 0.5 - 3.0 % | Slope range for the swale to redirect surface water away from the landfill. | | high |
| #R004 | design | operational | unknown | Ditch Length | other | requirement | 137 meters | The ditch is located on the downslope (southeast) side, parallel to Lake Minnewanka Scenic Drive. | | high |
| #R005 | design | operational | unknown | Ditch Deepest Point Depth | other | requirement | 3.8 meters | Maximum depth of the ditch intended to intercept remaining runoff. | Approximate value at deepest point | high |
| #R006 | design | operational | unknown | Ditch Constant Grade | other | requirement | 0.5 % | Constant grade for the ditch structure parallel to the road. | | high |