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Development Hydrogeological Study

Groundwater assessments that support subdivision, site plan and zoning applications.

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Development hydrogeological study options

A development hydrogeological study describes groundwater conditions across a proposed subdivision, condominium, site plan or rezoning, predicts how the development will change them, and sets out how the effects will be managed. Ontario municipalities and conservation authorities ask for it as a supporting study with the planning application. It is prepared by a licensed hydrogeologist (P.Geo.) or professional engineer (P.Eng.), and the report must be signed and stamped; who can sign a hydrogeological report explains the engineer exception and how to check a licence.

Who asks for it, and when

The municipality is the approval authority, and the request usually comes during pre-consultation as part of the list of studies for a complete application. Conservation authorities often carry out the technical review: the Lake Simcoe Region Conservation Authority (LSRCA), for example, reviews hydrogeology for its member municipalities under a memorandum of understanding, focusing on whether infiltration is maintained from pre- to post-development.

In some areas provincial plans add requirements. On the Oak Ridges Moraine, section 26 of the Oak Ridges Moraine Conservation Plan requires a hydrological evaluation with applications for development or site alteration within the minimum area of influence of a key hydrologic feature, and section 24 requires a water budget and water conservation plan for certain major development applications. LSRCA describes the practical result as a hydrogeological assessment and water balance showing how groundwater quantity and quality will be maintained.

What it covers

Terms of reference vary, but Barrie's published terms of reference are representative. It groups the work into three parts:

PartTypical content
Existing conditionsTopography, drainage, geology and soils; boreholes and monitoring wells; private well survey; aquifer properties, water levels and flow direction; surface water features; water quality; source water protection; recharge areas
Impact assessmentChanges to groundwater levels, baseflow and quality; water balance; temporary and permanent dewatering; effects on drinking water aquifers and wellhead protection areas; contaminant migration; flowing conditions
MitigationMaintaining infiltration and groundwater quality; monitoring program; contingency plans

On private services, the same study carries the D-5-4 and D-5-5 assessments described on the severance study page, at subdivision scale.

For a section-by-section reading guide, see what’s in a hydrogeological report; for how this study relates to the foundation investigation, see hydrogeological study vs geotechnical report.

Aquifer cross-section Cross-section showing ground surface, an unconfined sand aquifer with the water table, a clay aquitard, a confined sand and gravel aquifer and bedrock, with a dug well in the shallow aquifer, a drilled well in the confined aquifer, recharge from precipitation and groundwater discharge to a stream. Recharge from rain and snowmelt Stream Water table Sand: unconfined aquifer Clay till: aquitard Sand and gravel: confined aquifer Bedrock Dug well Drilled well (screened) Baseflow to stream
Illustrative cross-section. Layer thicknesses and depths vary from site to site.

Aquifer cross-section

Scroll sideways to see the whole diagram, or turn your phone for a wider view.

Monitoring is the long pole

Most of the calendar time goes into groundwater level monitoring, because reviewers want the seasonal high water table rather than a single reading. Published minimums include:

  • LSRCA: generally at least 12 continuous months of monitoring data, including the seasonally high groundwater elevation.
  • Hamilton, mid-rise and high-rise: biweekly manual readings in all on-site wells for at least three months, longer where highly porous deposits are expected.
  • Hamilton, low-rise subdivisions: continuous data logger readings with monthly manual checks for at least two years before a detailed design application.

Hamilton's urban hydrogeological study guideline also sets the number and depth of wells: at least five for multi-residential and commercial sites with below-grade structures, screened 2 m below the lowest structure, plus one deeper well.

Our guide to how long a hydrogeological study takes collects the published monitoring minimums and approval times.

Monitoring well construction Cross-section of a groundwater monitoring well: a lockable protective casing and surface seal at ground level, a solid riser pipe through a bentonite seal, a sand pack around a slotted screen below the water table, and an end cap at the base of the borehole. Water table Lockable protective casing Concrete surface seal Bentonite seal Sand pack Slotted screen Solid riser pipe Borehole
Typical monitoring well. Screen depth and length are set by the hydrogeologist for the unit being monitored.

Monitoring well construction

Scroll sideways to see the whole diagram, or turn your phone for a wider view.

Development hydrogeological study cost

Site area, servicing and the length of monitoring set most of the price.

Indicative ranges based on typical scopes: Development hydrogeological study
AnswerIndicative range
Starting point (Under 1 ha, Municipal water and sewer, Single round)$12,000 – $18,000
Site area
Under 1 ha (starting point) $12,000 – $18,000
1 to 5 ha $19,000 – $29,000
5 to 20 ha $31,000 – $47,000
20 ha or more $48,000 – $72,000
Servicing
Municipal water and sewer (starting point) $12,000 – $18,000
Private wells and septic $15,500 – $23,500
Groundwater monitoring period
Single round (starting point) $12,000 – $18,000
Seasonal, 3 to 6 months $15,500 – $23,500
12 months $19,000 – $29,000
Full span across all answers$12,000 – $150,000

Each row changes one answer and leaves the others at the starting point. Indicative ranges, rounded to the nearest $500. They exclude well drilling, government application fees and HST. Final scope is confirmed by the hydrogeologist after reviewing your site.

Ways to keep it in check

  • Install monitoring wells during the geotechnical drilling program.
  • Start monitoring early, before the plan is final, so the clock runs while design continues.
  • Confirm the scope with the municipality and conservation authority before field work.

Useful to have before scoping

  • Pre-consultation notes or the list of required studies
  • Concept or draft plan, with proposed basement depths
  • Servicing approach: municipal, private, or a mix
  • Geotechnical, environmental or earlier hydrogeological reports for the site

Why studies are sent back

Barrie is explicit that an incomplete study, one by an unqualified author or one without adequate analysis makes the application incomplete. The recurring problems are short monitoring records, a missing water balance, no private well survey where wells exist nearby, and dewatering estimates that do not match the final foundation design.

Worked cost examples

Each example runs the estimator's own calculation on a realistic set of answers.

  • Urban infill under one hectare, municipal services, one monitoring round$12,000 – $18,000

    Site area: Under 1 ha · Servicing: Municipal water and sewer · Groundwater monitoring period: Single round

    The base case. A short program can work where the agency accepts limited monitoring, for example a slab-on-grade building well above the water table.

  • Subdivision of 1 to 5 hectares, municipal services, 12 months of monitoring$30,500 – $46,000

    Site area: 1 to 5 ha · Servicing: Municipal water and sewer · Groundwater monitoring period: 12 months

    Area and monitoring length multiply together. Twelve months matches what LSRCA generally expects, and it is the monitoring visits and data review that add most of the cost.

  • Rural estate lots on 5 to 20 hectares, private wells and septic, 12 months$65,000 – $97,500

    Site area: 5 to 20 ha · Servicing: Private wells and septic · Groundwater monitoring period: 12 months

    Private servicing brings the D-5-4 and D-5-5 assessments into the study, with test wells and pumping tests on top of a year of monitoring over a large site.

What the reviewer checks

  • Author is a licensed geoscientist or exempted engineer; report signed, stamped and dated
  • Every existing-conditions element in the terms of reference is covered, or its omission explained
  • Monitoring record long enough to meet the agency's minimum and show the seasonal high
  • Private well survey where wells exist nearby
  • Water balance, if the site falls under a recharge, moraine or source protection policy
  • Dewatering estimates that match the current foundation design
  • Source water protection status of the site
  • Mitigation, monitoring and contingency measures that follow from the impacts found
  • A report that stands alone, so another qualified person can recreate the work

Development hydrogeological study or water balance assessment?

AspectDevelopment hydrogeological studyWater balance assessment
QuestionWhat are the groundwater conditions, and how will the development affect them?Will infiltration and recharge be kept up after development?
Field workBoreholes, monitoring wells, water levels, sampling, sometimes pumping testsOften desktop, plus infiltration and groundwater data where LID is relied on
OutputExisting conditions, impacts, mitigation, monitoringPre- and post-development budgets and the LID needed to close the gap
RelationshipOften includes the water balance as a sectionCan be a stand-alone report where only recharge is in question

Where this study is commonly required

Location pages with local requirements, groundwater data and the agencies involved, by region:

Development study questions

Which applications usually need a development hydrogeological study?

It is set by each municipality. Barrie's terms of reference list official plan amendments, zoning by-law amendments, draft plans of subdivision or condominium, site plan control and community planning permits. Hamilton adds consents with an associated development or building permit, building permits and stand-alone dewatering applications.

How long does groundwater monitoring have to run?

Long enough to capture the seasonal high, and the minimum varies. The Lake Simcoe Region Conservation Authority says support for a planning application generally requires at least 12 continuous months of monitoring. Hamilton asks for three months of biweekly readings for mid-rise and high-rise sites, and two years of continuous logging for low-rise subdivisions before detailed design.

Will the municipality peer review the study?

Often: Barrie notes that a peer review may be required and that its cost is borne by the applicant. Conservation authorities also review studies on behalf of municipalities under agreements, as LSRCA does for its member municipalities.

Can the geotechnical consultant's boreholes be used?

Yes, if they were logged properly and fitted with monitoring wells at useful depths. Combining the geotechnical and hydrogeological drilling into one program is usually the cheapest approach, provided the hydrogeologist sets the well screens.

Does the study have to be updated if the plan changes?

Sometimes: Barrie's terms of reference require an updated report, or a letter from the author confirming the conclusions still hold, whenever the proposal is revised. Deeper basements or added density are the changes most likely to need new analysis.

What makes a submission incomplete?

Barrie states that a study that is incomplete, prepared by an unqualified author or lacking adequate analysis makes the application incomplete, and it is returned. The usual gaps are too little monitoring data and no water balance where one was required.

Sources

Get a typical cost range for your study

Pick a study type to open the full estimator. A licensed hydrogeologist confirms scope and pricing before any work starts.