| 1. Identify the water source | Determine whether the problem comes from groundwater, seepage, surface runoff, or a combination. | Observe wet areas after rain, seasonal groundwater levels, water entering from slopes, and any existing drainage outlets. | Match the drain layout to the source. A subsurface drain can intercept seepage, but it should not be treated as a substitute for surface grading or stormwater control where those are needed. |
| 2. Understand the soil and surrounding aggregate | Review soil type and particle-size information where available; note whether the soil is sandy, silty, clayey, or mixed. | Fine-grained soils can migrate into a drain if the filter system is unsuitable. Check the proposed gravel or drainage aggregate gradation and the soil’s particle-size distribution. | Select a compatible geotextile or filter arrangement based on soil conditions and project specifications. Do not assume one fabric suits every soil; seek a geotechnical review for critical or fine-grained sites. |
| 3. Estimate the required drainage capacity | Consider the area contributing water, expected inflow, groundwater conditions, and the consequences of water buildup. | Use project-specific hydrologic and hydraulic calculations where required. Compare calculated demand with the product’s documented flow capacity under the applicable installation and loading conditions. | Choose capacity from verified technical data, not from appearance or a nominal product label alone. Allow for relevant reductions caused by soil intrusion, compression, or long-term service conditions. |
| 4. Check the route, fall, and discharge point | Survey the proposed alignment, available elevation change, bends, and the location of a lawful, reliable outlet. | Confirm that water can flow to an outlet without low points that trap water. Check outlet protection and whether the receiving system can accept the expected discharge. | Set the drain gradient and outlet details to the design requirements and product instructions. There is no single slope suitable for every site; obtain approval before connecting to public or regulated drainage systems. |
| 5. Account for burial depth and external loads | Identify the planned cover depth and whether the drain will be beneath roads, slabs, equipment, or other loaded areas. | Review compressive or load-resistance data at the intended depth and installation condition. Consider construction traffic, backfill placement, and the possibility of point loading. | Use a product and protective installation detail rated for the design loads. Keep heavy equipment off inadequately covered drains during construction, following the project specification and manufacturer instructions. |
| 6. Evaluate groundwater, chemistry, and durability | Consider whether the drain will remain wet, be exposed to changing water levels, or contact chemically aggressive soil or water. | Check the plastic material’s documented resistance to the expected soil and water conditions, along with temperature limits and any project-specific durability requirements. | Use technical documentation to verify suitability for the site environment. Where contamination, unusual chemistry, or long design life is involved, request specialist review rather than relying on a general material description. |
| 7. Plan installation, inspection, and maintenance | Check whether the drain can be installed continuously and whether the outlet and any cleanouts will remain accessible. | Review trench dimensions, bedding or aggregate requirements, filter overlaps, connections, outlet screens, and access points. Identify possible sediment entry or blockage sources. | Follow the installation specification and keep access points clear. Provide cleanouts or inspection access where appropriate, and establish a practical inspection plan for outlets and accessible components. |