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Field Permeability Testing (Lefranc/Lugeon) in Abbotsford

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The BC Building Code and CSA A23.3 set clear expectations for groundwater control, but in Abbotsford the rules get tested by geology. The city sits on a complex mix of Sumas Drift deposits, glaciomarine silts, and coarse Abbotsford Outwash—a legacy of the last glaciation that makes permeability wildly unpredictable. You can drill two boreholes fifty meters apart and get completely different responses. The Lefranc test gives us reliable point measurements in soil and decomposed rock, while Lugeon testing handles the fractured bedrock zones found at depth across the Sumas Mountain foothills. We follow ASTM D4630 for packer testing procedures and log every interval with digital pressure transducers—no analog guesswork. In our experience, skipping field permeability on a multi-unit foundation east of Clearbrook Road is a direct path to dewatering cost overruns that nobody budgeted for. A properly executed test program also feeds directly into slope stability assessments where groundwater perched on till layers creates slip planes, and into deep excavation designs where inflow estimates determine shoring feasibility.

In Abbotsford's glacial stratigraphy, two boreholes fifty meters apart can show a hundredfold difference in hydraulic conductivity—you test, or you guess.

Process and scope

Abbotsford's transformation from a Sto:lo fishing ground to a farming hub to a rapidly densifying Fraser Valley city has left a geological footprint that shapes every permeability test we do. Early settlement concentrated on well-drained Sumas Prairie soils—great for raspberries, surprisingly variable for infiltration rates. The urban push into east Abbotsford and the McKee Peak area now puts foundations directly over ablation till with silt lenses that hold perched water. A Lefranc test in these conditions typically involves isolating a one-meter test section below the water table, applying a constant head, and measuring steady-state flow to calculate k in the range of 10⁻⁵ to 10⁻⁷ m/s. In the deeper Sumas Mountain fractured granodiorite, we switch to Lugeon testing at 5-bar pressure stages, running five-minute flow readings per stage. The resulting Lugeon values—often between 2 and 15 Lu in this formation—tell you whether curtain grouting is necessary before excavation. Our team runs these tests with inflatable single or double packers depending on the degree of fracturing observed in core logs. The data integrates with grouting programs when permeability exceeds design thresholds, and with footing design where seasonal water table fluctuations affect bearing capacity calculations under saturated conditions.
Field Permeability Testing (Lefranc/Lugeon) in Abbotsford
Technical reference image — Abbotsford

Local ground factors

At 38 meters above sea level and with over 153,000 residents spread across a floodplain between the Fraser River and the Cascade foothills, Abbotsford faces a permeability risk profile that became impossible to ignore after the November 2021 atmospheric river event. The Sumas Prairie flooded catastrophically when the Nooksack River overtopped its banks in Washington and flowed north—but the subsurface story was equally important. High-permeability outwash gravels transmitted water kilometers inland beneath dikes that were never designed for sustained seepage. When we test permeability for a project near the Matsqui or Sumas flats, the question is no longer academic: can the foundation soils handle a 200-year flood scenario without piping or uplift failure? A Lugeon test in bedrock beneath a proposed pump station or dike anchor block can reveal open fractures that would erode internally under hydraulic gradients of 0.5 or higher. Our reports flag these zones explicitly and recommend design adjustments—cutoff walls, relief wells, or targeted grouting—before construction starts. In fractured Sumas Mountain rock, we've measured Lugeon values exceeding 40 Lu in open joints within the upper 15 meters. That is not a number you want to discover during dewatering.

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Reference parameters

ParameterTypical value
Test methodsLefranc (constant/variable head) in soils; Lugeon (packer) in rock per ASTM D4630
Test intervals1.0 to 2.0 m standard in soil; 3.0 to 6.0 m in rock depending on RQD and fracture spacing
Lugeon pressure stages5 stages: 0→Pmax→0.5Pmax→Pmax→0 (typically 1, 3, 5, 3, 1 bar for shallow bedrock)
Measurable k rangeLefranc: 10⁻³ to 10⁻⁸ m/s; Lugeon: 1 to 100+ Lu (1 Lu ≈ 1.3×10⁻⁷ m/s)
Packer typeSingle pneumatic packer for shallow tests; double packer for isolated intervals in fractured zones
Data deliverablesTime-drawdown curves, steady-state flow rates, calculated k per interval, borehole log correlation
Applicable standardsASTM D4630, ASTM D5092 for packer installation, ISO 22282 for hydrogeological testing
Typical Abbotsford formationsSumas Drift (silty sand to gravelly till), Abbotsford Outwash (sand and gravel), fractured granodiorite bedrock

Complementary services

01

Lefranc testing in overburden

Constant or falling head tests through hollow-stem augers or cased boreholes in Sumas Drift soils. We isolate 1-meter test sections, monitor with digital pressure transducers, and calculate k values for dewatering design, infiltration basin sizing, and seepage analysis.

02

Lugeon packer testing in bedrock

Five-stage pressure testing in fractured Sumas Mountain granodiorite and Chilliwack Group metamorphics. Single or double packer configurations depending on fracture density. Results reported in Lugeon units with full pressure-versus-flow curves for grouting decisions.

03

Falling head tests in monitoring wells

In-situ slug tests in completed monitoring wells for bulk aquifer permeability. We use pneumatic slug initiation and log recovery at 0.5-second intervals. Suitable for long-term groundwater monitoring programs tied to Environmental Management Act permits.

04

Hydrogeological reporting and dewatering estimates

Integrated reports combining field k values with grain-size correlations, groundwater level monitoring, and analytical or numerical flow models. We provide inflow estimates for excavation dewatering, cutoff wall depth recommendations, and construction water management plans specific to Abbotsford's aquifer units.

Regulatory framework

ASTM D4630-19 (Standard Test Method for Determining Transmissivity and Storage Coefficient of Low-Permeability Rocks by In Situ Measurements Using the Constant Head Injection Test), ASTM D5092/D5092M-16 (Standard Practice for Design and Installation of Groundwater Monitoring Wells in Aquifers), ISO 22282-2:2012 (Geotechnical investigation and testing — Geohydraulic testing — Part 2: Water permeability tests in a borehole using open systems), CSA A23.3 (Design of Concrete Structures — reference for watertightness and drainage provisions), BC Groundwater Protection Regulation under the Water Sustainability Act

Common questions

What is the difference between a Lefranc test and a Lugeon test?

The Lefranc test is designed for soil and highly weathered rock. We isolate a short section of borehole below the water table—typically one meter—and apply a constant or falling head to measure hydraulic conductivity (k) in meters per second. The Lugeon test is a packer test for competent fractured rock. We seal off a section of borehole with inflatable packers, inject water at stepped pressures, and measure flow in Lugeon units (1 Lu ≈ 1 liter per meter of test section per minute at 10 bar). Lugeon is the standard for assessing whether grouting is needed; Lefranc is the go-to for dewatering and infiltration design in soils.

How long does a field permeability testing program take in Abbotsford?

A typical program with two to three Lefranc tests in overburden and two Lugeon tests in bedrock takes two to three field days, assuming the boreholes are already drilled and developed. Each Lefranc test requires about 45 to 90 minutes to reach steady-state flow; a full five-stage Lugeon test runs roughly 60 to 90 minutes per interval. We coordinate closely with the drilling crew to minimize standby time. Lab correlation work and final reporting add another five to seven business days. For time-sensitive projects in the Abbotsford industrial area or along the Highway 1 corridor, we can mobilize within 48 hours.

What do field permeability tests cost in Abbotsford?

Field permeability testing programs in Abbotsford typically range from CA$880 to CA$1,630 per test interval, depending on depth, formation type, and whether we use a single or double packer configuration. A complete program with three Lefranc tests and two Lugeon intervals generally falls between CA$4,400 and CA$8,200, including mobilization within the Fraser Valley, digital data acquisition, and the final hydrogeological report with dewatering recommendations.

Do I need a field permeability test or can I just use grain-size correlations?

Grain-size correlations like Hazen or Kozeny-Carman give you an estimate, but in Abbotsford's glacial soils they can be off by an order of magnitude or more. The Sumas Drift contains silt lenses, cobbles, and occasional boulders that lab samples rarely capture representatively. A field test measures the formation's bulk permeability at the scale that matters for dewatering or infiltration design—including secondary porosity from fractures, root channels, and sand seams that a sieve analysis will never detect. For any project requiring a dewatering permit or a groundwater protection plan, the BC Ministry of Environment typically expects field-measured k values, not just lab-derived estimates.

Location and service area

We serve projects in Abbotsford and surrounding areas.

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