A septic percolation test in Ontario helps assess how water moves through soil for an on-site sewage-system design. The useful result is a documented soil assessment that fits the proposed bed location, the site conditions and the reviewing authority’s requirements. A T-time alone does not establish that a property can accommodate the intended development.
Elmid Design Inc. is not a soil or geotechnical engineering company and does not provide soil investigation or percolation-testing services. Arrange this work with a qualified soil or geotechnical engineer. Their team should perform the investigation and testing and provide the soil report. Elmid Design Inc. requires the soil test results from your soil/geotechnical engineer to prepare the septic system design. Provide the complete report so the design team can review the results and coordinate any questions with that professional.
Key Takeaways
- Confirm who reviews septic applications for the property before arranging soil investigations.
- Ask your soil/geotechnical engineer whether the project needs field percolation testing, soil classification, laboratory analysis or a combination.
- Read T-time alongside the soil profile, groundwater evidence, bedrock, usable space and proposed sewage flow.
- Keep test locations and sample depths traceable to the proposed sewage-system layout.
- Complete the engineering design and required approvals before starting system construction.
Elmid Design Inc. provides professional septic engineering and design consulting in Ontario. This guide explains how owners can commission useful investigations and understand the resulting information. It does not provide a construction specification or a substitute for a site-specific design.
What Does a Septic Percolation Test Measure?
A septic percolation test observes water movement through the soil at a selected location and depth. The result helps describe drainage behaviour relevant to a proposed sewage disposal area. People often call it a perc test or septic soil test.
However, those terms can cover different services. One proposal may include field observations and testing. Another may cover laboratory work on samples supplied by someone else. A third may include a complete site evaluation and design recommendations.
Before accepting a quote, ask what question the investigation will answer. Is it intended to establish a design input, assess a possible bed location or support a complete permit package? Clear scope makes competing proposals easier to compare.
Understanding T-time in plain language
T-time expresses the time associated with water moving through soil, commonly reported in minutes per centimetre. A larger value represents slower movement under the relevant assessment method. A smaller value represents faster movement.
The Ontario Rural Wastewater Centre’s site-conditions guidance explains this terminology and the importance of surrounding site constraints. The unit matters: minutes per centimetre is not the same measurement as millimetres per hour.
For an illustrative comparison, a reported T-time of 20 minutes per centimetre indicates slower movement than 10 minutes per centimetre. That arithmetic comparison does not identify an acceptable system, treatment level or bed size. Those decisions require the complete design context.
A drainage result is not a water-quality result
A percolation result does not demonstrate that groundwater is safe to drink. It also does not establish that an existing septic system is treating wastewater properly.
Similarly, a water sample from a well cannot replace the soil assessment needed for a proposed disposal area. Each investigation addresses a different question. Tell the soil/geotechnical consultant whether your concern is future development, system performance, well safety or several issues together.
Ontario Septic Soil Testing and the Approval Framework
Ontario’s Building Code is the starting point for sewage systems within its scope. The province explains that the Building Code framework includes sewage systems with a design capacity of up to 10,000 litres per day. Municipalities and other designated authorities administer these requirements, depending on location. See Ontario’s explanation of regulatory roles.
Capacity is only part of the jurisdiction check. The system’s arrangement and site circumstances also matter. Do not assume that every private wastewater project follows the same residential permit route.
Check the current Code, not an old online summary
The applicable Code includes the national model code and Ontario amendments adopted by regulation. Ontario Regulation 163/24 identifies that legal framework. Ontario Regulation 325/26, filed in October 2026, updates the referenced amendment document to October 1, 2026.
Therefore, a downloadable compendium with an earlier filing date may not contain every later amendment. The designer should establish which provisions and effective dates apply before completing the design. An older municipal guide can still explain its submission process, but it does not override current legislation.
This article intentionally avoids a universal soil pass/fail threshold or a do-it-yourself bed-sizing formula. Such shortcuts can overlook the system type, applicable provisions and site conditions.
What Article 8.2.1.2 says about site evaluation
The Code requires a site evaluation for a new or replacement sewage system. Percolation time can be established through testing or the specified soil-classification methods. Those classification routes reference the Unified Soil Classification System in Supplementary Standard SB-6, or the specified USDA soil-texture classification.
Where field percolation testing is used, Article 8.2.1.2 calls for at least three suitably spaced locations to assess the leaching-bed area. The highest test T-time is used. This distinction matters: averaging the results across locations is not the same as following that selection rule.
These provisions were checked against the Ministry-issued October 2026 amendment document, available here as a mirrored copy. The designer must apply the governing requirements to the specific project.
Identify the authority before booking work
Ask the municipality who handles private sewage-system permits for your address. The answer may be a municipal building department, a regional health department or another designated authority.
Next, obtain the current application checklist. Confirm how soil results must be documented and whether an inspector needs to observe the investigation. Agree on this before equipment or laboratory work is booked.
Keep that response with the project records. If the project changes later, the designer can compare the revised scope against the original direction rather than relying on memory.
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Septic Percolation Testing and Soil-Analysis Options
Septic soil investigations do not always involve the same procedure. Field testing examines behaviour at the site. Classification describes the soil’s properties. Laboratory analysis supplies information about a particular sample.
These methods can contribute to a design, but their results need context. A laboratory certificate does not independently confirm where a sample came from. Likewise, a field result may be difficult to use if the location and depth were not recorded.
What a septic percolation test can contribute
A septic percolation test and field investigation can connect observations with the actual landform and soil layers. The person conducting it can document changes across the proposed disposal area and identify conditions needing further review.
The Ontario Building Code Compendium’s explanatory material describes a controlled field procedure, including preparation, water conditioning and repeat observations. It should not be reduced to pouring water into a convenient hole and timing the first drop.
Ask the soil/geotechnical consultant to identify the procedure used and its relevance to your project. Also ask how conditions at the time of testing affect the interpretation. A useful report explains limitations rather than presenting a number without context.
What soil classification can contribute
Soil classification describes material using an established system. It helps communicate whether the sampled layer is dominated by coarse or fine particles and how the material relates to the selected assessment method.
The practical question is not simply whether soil looks sandy or clayey. Ask how the classification supports the proposed design input. The soil/geotechnical consultant should explain the evidence and the limits of the conclusion.
A photograph or a handful of surface soil cannot establish the properties of every layer below a proposed bed. Therefore, sampling location and depth remain important even when the laboratory work is detailed.
What a grain-size analysis tells you
A grain-size analysis describes the distribution of particle sizes in a sample. Designers may use it as part of a soil assessment where appropriate and accepted.
For example, Durham Region’s private sewage application checklist calls for grain-size analysis or percolation test results for Class 4 designs. This is a specific submission example from Durham, rather than a substitute for the governing Code across Ontario.
Before ordering a laboratory service, confirm who will collect representative samples and interpret the results. A low-cost sample test may exclude the site visit, design interpretation and permit documentation you actually need.
Septic Soil Testing: Why the Whole Profile Matters
A septic assessment considers conditions below the ground surface. Different layers can behave differently, even where the lawn looks uniform. Consequently, the designer needs a clear record of the investigated profile.
Ask the report to distinguish observations from assumptions. An observed layer, an estimated seasonal condition and an uninvestigated area should not appear equally certain.
Soil layers and disturbed ground
The surface may contain topsoil, landscaping material or imported fill. Below it, native soils may change in texture and thickness. Previous excavation or compaction can also affect the proposed location.
Tell the soil/geotechnical consultant about past grading, filled areas, demolished structures or buried services. Old photographs and drawings may help explain conditions that are no longer visible. However, those records do not remove the need to check the actual site where necessary.
If the preferred bed location moves, ask whether the existing investigation still represents it. Moving a layout on a drawing can create a new soil-information gap.
Groundwater and bedrock
Groundwater evidence and depth to bedrock can influence the available design options. A dry excavation on one visit does not establish that groundwater will always remain at that level.
The investigation should explain what was observed, when it was observed and what the observations support. Where uncertainty affects feasibility, the soil/geotechnical consultant should identify the additional work needed to resolve it.
Avoid requesting a favourable conclusion from incomplete information. It is more useful to learn early that a location needs further study than to discover the problem after the house layout is fixed.
Slope, drainage and surrounding features
The proposed disposal area also belongs to a larger site. Surface drainage, access routes, nearby structures and water features can influence planning decisions.
A septic design should coordinate with the grading plan. Otherwise, one drawing may reserve an area for a disposal bed while another changes drainage or grades in that space. Share the latest versions with everyone working on the property.
Planning a Septic Percolation Test Before a New Build
For a new home on private services, assess septic feasibility while the site layout is still flexible. That gives the design team an opportunity to coordinate the house, well, driveway and sewage system.
Do not treat every open space as available for a bed. The usable area may be constrained by boundaries, easements, terrain and features on neighbouring land. A survey and a site investigation serve different purposes, and both may be important.
Information to provide before a septic percolation test
A concise project package helps the soil/geotechnical consultant plan the investigation. Include the information you have, while clearly marking anything preliminary or uncertain:
- Property location, survey and available site drawings.
- Proposed building use, floor plans and expected project changes.
- Existing sewage-system records and known well locations.
- Previous soil, groundwater or geotechnical reports.
- Known access limits, easements and disturbed areas.
- Current comments or application requirements from the authority.
Do not collect every possible study before speaking with the designer. First establish which existing records are useful and what new investigation is needed. This can prevent duplicated work.
Coordinate septic percolation testing with the layout
Show the soil/geotechnical consultant the actual area under consideration. If several locations are possible, explain the tradeoffs before choosing where to investigate.
For example, a preferred building position may leave only a narrow area for sewage disposal. An alternative position may provide more flexibility. The purpose of early assessment is to compare realistic options before committing to detailed drawings.
This is a planning example, not a claim that either arrangement will work on a particular property. Only a site-specific assessment can establish that.
Plan access and excavation safely
Discuss access, underground-service locating, excavation arrangements and reinstatement with the responsible parties. Confirm who supplies equipment and who is responsible for keeping the work area safe.
Owners should not enter test excavations or septic tanks. Leave excavation safety and investigation procedures to suitably qualified people. If access is difficult, tell the soil/geotechnical consultant in advance rather than improvising a route across an existing system.
Coordinate septic planning with site grading and drainage design
Septic Soil Tests for Replacements, Additions and Purchases
Before arranging a septic percolation test for a replacement, review the existing records. An existing system does not automatically establish the suitability of a proposed replacement. Its records may be incomplete, the new layout may differ, or the building proposal may create different design needs.
Start by identifying the decision you need to make. A replacement design, an addition assessment and a purchase inspection are different assignments. A useful proposal should state which one it covers.
Replacing an existing sewage system
Provide the original permit and drawings if available. Include any later changes and known performance concerns. The designer can then identify which records are relevant and where current site information is missing.
Do not assume that a new bed can simply occupy the same footprint. Equally, do not assume that every replacement requires an entirely different technology. The appropriate approach depends on the investigation, applicable requirements and proposed design.
If the existing system is malfunctioning, contact the appropriate service professional and local authority promptly. A soil-testing appointment alone does not address an active wastewater problem.
Renovating or adding to a building
A building proposal can affect septic design even when the owner does not intend to alter the system. The important issue is the proposed building use and calculated design demand.
King Township’s sewage-system application guide identifies changes such as added bedrooms, fixtures, floor area or use as reasons to evaluate the existing system. This is a local example; confirm the current requirements for the actual property.
Send preliminary floor plans before finalizing the addition. The assessment may reveal a need for more information about the existing system or the surrounding soil.
Buying a property with private services
A buyer should distinguish between existing-system inspection and future-development feasibility. A system that serves the current building does not by itself establish capacity for a larger future proposal.
Explain your intended use to the relevant professionals. If an addition or replacement is central to the purchase, ask what can be established within the available investigation period.
Do not rely on a neighbouring property’s report or a listing statement that the land has “good drainage.” Obtain advice tied to the property and the decision you need to make.
What Should a Septic Percolation Test Report Explain?
A useful septic percolation test report lets the designer and reviewer trace the conclusion back to the investigation. It should be clear enough to distinguish the tested area from areas that remain unassessed.
The exact deliverable depends on the agreed scope. Nevertheless, owners can ask whether it records the following information:
- Investigation locations and their relationship to the proposed bed.
- Dates, sample identifiers and relevant investigation depths.
- Observed soil layers and groundwater or bedrock information.
- Test or classification methods and supporting results.
- Recommended design inputs with their interpretation.
- Limitations, unresolved questions and recommended next steps.
This list is a commissioning aid, not a universal regulatory checklist. The governing authority may request a different format or additional supporting material.
Ask how differing septic percolation test results were resolved
Different results can reflect different soil layers, locations or methods. They do not necessarily mean that one person made an error.
Ask the designer to explain which information controls the proposed design and why. If the results are inconsistent, the answer may be further investigation or a revised location. Choosing the most convenient number without justification is not a sound resolution.
Also check that laboratory sample labels match the field records. Small documentation errors can become significant when several locations or soil layers were investigated.
Keep the report connected to the drawings
The site plan should make it possible to understand where the investigation occurred. If the septic percolation test report and drawing use different identifiers, ask for a clear cross-reference.
Track revisions carefully. A report may relate to an earlier disposal area while the latest drawing shows a new one. The design team should reconcile that difference before submission.
Keep the original report and later clarifications together. A complete record is more useful than a screenshot containing only the final T-time.
From Septic Percolation Test Results to Design
Soil information contributes to selecting and designing the treatment and dispersal arrangement. It works alongside the calculated sewage flow and the physical limits of the site.
However, T-time is not a stand-alone design instruction. The same value does not produce one universal bed size or tank selection for every building. The applicable system provisions and other design inputs still need review.
Sewage flow and soil capacity answer different questions
Design sewage flow concerns the building and its intended use. Soil assessment concerns the receiving ground and proposed disposal area. A complete design needs both.
Changing the building proposal can therefore require another design review even if the soil result remains unchanged. Conversely, moving the bed can require further soil assessment even if the building remains the same.
Tell the designer about planned future phases. They can explain whether those phases belong in the present assessment or require a separate future application.
Slower soil does not support an instant verdict
A slower result may affect the available design approach. It does not, by itself, establish that the property is unbuildable. The designer must review the complete conditions and applicable options.
Likewise, fast movement is not an automatic sign of ideal conditions. The purpose of a sewage system includes appropriate treatment and disposal, not merely making water disappear quickly.
After the septic percolation test, ask for a clear feasibility conclusion with stated assumptions. If no compliant solution has been established, the report should say so without disguising uncertainty as approval.
Keep stormwater infiltration testing separate
Stormwater infiltration investigations and septic assessments can involve related soil behaviour, but their purposes differ. Their locations, depths, procedures and design criteria may also differ.
An existing stormwater report may provide useful background. Before reusing its numbers, ask the septic designer whether the information is suitable for the sewage-system assessment.
Avoid converting units and treating the converted value as automatic proof of equivalence. A mathematical conversion does not resolve differences in investigation method or design purpose.
Plan coordinated engineering drawings for a building permit
Ontario Local Examples: Durham Region and King Township
Local submission requirements help explain why owners should contact the correct authority early. They also show why one generic soil-testing package may not suit every municipality.
Durham Region’s checklist links soil evidence with the design drawings, calculations and site-review process. It identifies grain-size analysis or percolation results as required information for Class 4 designs. It also notes that an inspector may need to view a test hole. Confirm the current coordination requirements before opening or closing an investigation area.
King Township’s published guide describes a site-evaluation submission and discusses field testing or grain-size analysis for establishing soil information. It also asks for a scaled plan showing the relationship between the sewage system and surrounding features.
These examples are useful starting points, but neither authority’s checklist governs every Ontario property. Check the actual jurisdiction, current forms and any project-specific direction. Older guide dates are another reason to verify requirements before submitting.
Septic Percolation Test Costs, Timing and Repeat Work
There is no single reliable price for a septic percolation test in Ontario. The scope can range from a limited sample analysis to a coordinated investigation with engineering interpretation.
Request a written proposal that separates the investigation from the design and permit work. That makes it easier to understand what is included and what might be needed later.
What can affect the septic soil-testing cost?
Access, equipment, the number of investigated areas, laboratory work and reporting scope can affect the fee. Travel and repeat visits may also matter.
Ask whether the proposal includes sample collection, test-pit coordination, interpretation and responses to review comments. Confirm how additional work would be authorized if unexpected conditions arise.
A cheaper initial quote can be poor value if it excludes the documentation needed by the designer. Compare the deliverables and assumptions, rather than only the total.
What can affect the septic percolation test schedule?
Site access, investigation conditions, laboratory turnaround and authority coordination can affect timing. The engineering design and permit review are separate stages after the information is available.
Ask for the next achievable milestone instead of a guaranteed approval date. A useful schedule identifies who supplies each input and what could delay the next step.
If an owner changes the house or bed location after testing, allow time to assess the effect. Early notice gives the team more options than a last-minute request to keep an outdated layout.
Three common reasons work must be repeated
First, a septic percolation test may cover an area that the final layout no longer uses. Second, records may omit the location or depth needed to interpret a result. Third, the initial scope may not meet the reviewing authority’s requirements.
These issues are often preventable. Agree on the intended use of the results, coordinate the layout and retain complete records. A short planning discussion before testing can be more useful than additional data collected in the wrong place.
Septic Engineering Support from Elmid Design Inc.
Elmid Design Inc. provides septic engineering and design consulting, including engineering drawings and permit support within the agreed scope. Elmid Design Inc. holds a Certificate of Authorization from Professional Engineers Ontario (PEO).
Soil investigation, percolation testing and geotechnical reporting are outside Elmid Design Inc.’s services. Engage a qualified soil or geotechnical engineer for that work. Elmid Design Inc. needs their soil test results and report before preparing the septic system design. Where needed, the design team coordinates questions about soil conditions or further investigation with that professional.
Verified project examples include a residential septic design in Innisfil, coordinating the treatment and dispersal layout with the site. Elmid Design Inc. also prepared a septic-system design for a proposed dwelling in Tiny, coordinating the treatment area with existing site features.
These examples describe engineering deliverables. They do not establish particular percolation-test results, permit approval, construction completion or operating performance. See the septic design service page for the broader engineering scope.
When requesting a septic-design proposal from Elmid Design Inc., explain the municipality and whether the project involves a new building, addition or replacement. Provide your available drawings and the complete soil/geotechnical report, including the soil test results. Elmid Design Inc. needs those results to prepare the septic system design. If testing is not yet complete, arrange it with a qualified soil or geotechnical engineer first.
Frequently Asked Questions
Is a septic percolation test required for every Ontario project?
Do not assume that every project requires the same field test. The appropriate soil-assessment method depends on the governing requirements and site circumstances. Confirm the investigation scope with the designer and reviewing authority before booking work.
Can I submit a septic percolation test result without a report?
A number without supporting context may not provide enough information for design or review. Ask what documentation the authority requires. Keep the location, depth, method, observations and interpretation connected to the reported result.
Can I use my neighbour’s soil test?
A neighbouring report may provide background, but it does not establish conditions at your proposed bed. Soil layers and groundwater conditions can change across short distances. The designer must determine what investigation is needed on your property.
Does a successful perc test mean my permit will be approved?
No. Soil information supports the application, but the complete design must satisfy the applicable requirements. Building use, site constraints, drawings and other approvals can still affect the outcome.
Can testing be completed in winter?
Ask the investigation professional whether the actual conditions allow reliable work. Frozen ground, snow, access and the selected method can affect the plan. Do not assume either that winter testing is always impossible or that seasonal conditions never matter.
Does an old soil report expire automatically?
Do not assume one province-wide expiry period. The designer and authority need to consider its scope, reliability, location and any site changes. An older report may be useful background while still requiring updated investigation.
Does Elmid Design Inc. perform a septic percolation test?
No. Elmid Design Inc. is not a soil or geotechnical engineering company and does not provide soil-testing services. A qualified soil or geotechnical engineer should arrange and take responsibility for the investigation, testing and soil report. Provide their report and soil test results to Elmid Design Inc.; these are needed to prepare the septic system design.
What soil information should I send to Elmid Design Inc.?
Send the complete report from your soil/geotechnical engineer, including the soil test results, investigation locations, depths and relevant recommendations. Also provide available site drawings and your proposed building plans. Elmid Design Inc. will review the information for the septic design and identify any missing details that need clarification.
Who should interpret septic soil-test results?
The soil or geotechnical engineer responsible for the investigation should interpret and report the soil findings. Elmid Design Inc. then uses the report for the septic design within its agreed scope. Confirm each professional’s responsibilities before work begins.
What should I do after receiving the results?
Review the conclusions with the designer before changing the site or ordering system components. Confirm whether further investigation is needed and whether the proposed layout remains suitable. Then complete the design and required application steps.
Geographic Locations That We Service:
Our Licensed Professional Engineers provide professional septic engineering and design services, coordination with the soil/geotechnical professional and permit support for applicable Ontario projects. Related engineering services include site grading plans and erosion and sediment control plans.
We provide engineering services across a wide range of municipalities, each with its own requirements and review processes.
Toronto and Surrounding Areas
We provide engineering services in Toronto and provide grading engineering resources through our Toronto grading plan page.
Our service area also includes Oshawa, Pickering with our Pickering grading plan resources, and Clarington.
We also provide engineering services in Ajax through our Ajax grading plan resources, Whitby, Brock, Scugog, and Uxbridge, including our Uxbridge grading plan resources.
Halton Region
Within Halton Region, we provide engineering services in Burlington, including projects requiring Burlington grading plans.
We also provide engineering services in Halton Hills, supported by our Halton Hills grading plan resources.
Our service area also includes Milton and Oakville, including our Oakville grading plan resources.
Peel Region
Within Peel Region, we provide engineering services in Brampton, including projects requiring Brampton grading plans.
We also provide engineering services in Mississauga through our Mississauga grading plan resources and Caledon through our Caledon grading plan resources.
York Region
Within York Region, we provide engineering services in Vaughan and provide information about Vaughan grading plans.
We also provide engineering services in Aurora through our Aurora grading plan resources and East Gwillimbury through our East Gwillimbury grading plan resources.
Additional service areas include Georgina with our Georgina grading plan resources, Markham with our Markham grading plan resources, and Newmarket with our Newmarket grading plan resources.
We also provide engineering services in Richmond Hill with our Richmond Hill grading plan resources, Whitchurch-Stouffville through our Whitchurch-Stouffville grading plan resources, and King through our King grading plan resources.
Our service area also includes Bradford West Gwillimbury.
Other Southern Ontario Cities and Towns
We provide engineering services in many additional Southern Ontario communities, including Hamilton, St. Catharines, Niagara-on-the-Lake, Brant, Cambridge, Kitchener, Waterloo, and Woodstock.
We also provide engineering services in Guelph, Centre Wellington, Shelburne, Orangeville, New Tecumseth, Essa, Collingwood, Wasaga Beach, and Barrie, including our Barrie grading plan resources.
Additional service areas include Midland, Orillia with our Orillia grading plan resources, Ramara, Minden Hills, North Kawartha, Kawartha Lakes, Peterborough, Selwyn, and Brighton.



