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In-Situ Permeability Testing in Fargo — Lefranc and Lugeon Methods for Glacial Lake Sediments

Practical geotechnics, field-tested.

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The first thing you notice on a Fargo test site is the sleeve—either a slotted PVC standpipe for a Lefranc test or a pneumatic packer assembly for a Lugeon setup, lowered into a borehole that cuts through the Red River Valley’s layered deposits. The crew monitors a graduated reservoir while water either infiltrates the formation or is pumped out, recording head differences at steady-state intervals. Fargo sits on the former floor of Glacial Lake Agassiz, so the stratigraphy alternates between fat clays, silty varves, and occasional sand stringers that make permeability values swing by orders of magnitude across short vertical distances. A standard project in south Fargo near the Sheyenne River diversion channel often requires us to isolate specific horizons because a bulk test would smear the contrast between the tight lacustrine clay and a thin transmissive lens. When the formation is too cohesive for a simple falling-head test, we switch to the Lugeon method—applying pressure in five stages to gauge fracture flow and assess whether the material dilates or clogs under hydraulic stress. For sites where the sand fraction is dominant, we pair the test with a grain-size analysis to correlate the measured permeability with Hazen’s empirical formula, and we often run an SPT drilling program beforehand to identify the exact depths where the sleeve should be seated.

A Lugeon test in Fargo’s varved clays tells you more about fracture connectivity than about matrix porosity—and that distinction drives every dewatering design in this basin.

Our service areas

Methodology and scope

The contrast between downtown Fargo’s compacted floodplain clays and the sandier lobes found west of I-29 is stark when you look at field permeability results. In the older core neighborhoods near Island Park, the near-surface soils are predominantly the silty clays of the Sherack Formation—these hold water like a sponge and routinely yield hydraulic conductivities in the 10^-6 to 10^-8 cm/s range when tested with a Lefranc constant-head setup. Drive fifteen minutes west toward the alluvial fans near the Maple River, and you start seeing interbedded fine sands where a Lugeon test under 3 to 5 bar pressure can show Lugeon values above 10, indicating a formation that will readily accept grout or transmit groundwater. What surprises most engineers is the anisotropy: horizontal permeability in those laminated silts often runs three to five times higher than vertical permeability, a detail that standard lab tests miss entirely. That’s why our field crews record not just the flow rate but also the saturation history of the test interval and any signs of piping at the collar. For projects in the West Acres commercial district where stormwater infiltration basins are increasingly required, we combine in-situ permeability data with proctor tests on the surrounding compacted fill to verify that the engineered subgrade won’t create a perched water table. And when the investigation targets deeper aquifer units for geothermal wells, a resistivity survey helps map the clay-sand interface before we mobilize the packer assembly.
In-Situ Permeability Testing in Fargo — Lefranc and Lugeon Methods for Glacial Lake Sediments
Technical reference — Fargo

Local considerations

Fargo’s expansion after the 1997 Red River flood pushed development into areas where the geotechnical profile hadn’t been mapped at the subdivision scale. The city grew fast—annexations south of 52nd Avenue and infill near the Hector airport placed buildings on compressible clays that drain so slowly that excess pore pressures from construction can persist for years. A permeability test that skips the pre-saturation step in those smectitic clays will overestimate the drainage rate by a factor of ten or more, leading to undersized dewatering systems and excavation blowouts. On the flip side, assuming that the entire column behaves like the tightest clay layer ignores the sand laminae that can act as preferential seepage paths under a loaded footing. Our team has walked onto sites where a contractor’s sump pump couldn’t keep up because the designer used a single textbook k-value for “glacial lake clay” instead of running a staged Lefranc test at the actual excavation depth. The cost of that oversight shows up in delayed foundations, silt-laden discharge water, and sometimes in differential settlement that cracks walls before the framing is even complete.

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Applicable standards

ASTM D6391-11 — Standard Test Methods for Field Measurement of Hydraulic Conductivity, USBR Design Standard No. 13 — Embankment Dams, Chapter 7: Foundation and Earth Materials Investigations, IBC 2024 Section 1803 — Geotechnical Investigations (groundwater and permeability requirements)

Technical parameters

ParameterTypical value
Test StandardASTM D6391-11 (Lefranc/Boutwell permeameter methods)
Test IntervalsTypically 1.5 to 3.0 m below ground surface; deeper intervals on request
Lugeon Pressure StagesFive stages: 0.5, 1.0, 2.0, 3.0, and 5.0 bar (low-to-high-to-low sequence)
Measurement Range10^-3 to 10^-8 cm/s (Lefranc); Lugeon values 0 to >100
Borehole DiameterMinimum 76 mm (3 in) for packer assembly; 100 mm (4 in) for Lefranc standpipe
Packer TypeSingle pneumatic packer, wireline-deployed; double-packer option for fractured rock
Saturation ProtocolMinimum 24-hour pre-soak in fat clays per USBR procedure
Reporting DeliverableTime-drawdown curves, Lugeon pattern plots, calculated k per interval

Frequently asked questions

How much does a field permeability test in Fargo typically run?

For a single-interval Lefranc or Lugeon test in the Fargo area, budget between US$570 and US$1,100. The final number depends on access conditions, the depth of the test interval, and whether the borehole is already available or needs to be drilled. A multi-level program with several packer settings will fall toward the upper end of that range.

When do you recommend a Lugeon test instead of a Lefranc test?

Lefranc is our default for Fargo’s fine-grained soils—clays, silts, and loose sands where the test section stays open without support. We switch to Lugeon when the borehole encounters cemented till, sand with gravel, or fractured zones that require a packer to isolate the interval and apply controlled pressure. The Lugeon test also reveals how the formation responds to stress: a rising Lugeon value across stages signals hydraulic fracturing or dilation, which matters a lot for grouting programs and cutoff wall design.

How long does a field permeability test take on a typical Fargo site?

Plan on one to two days per test interval. The active test runs—falling-head cycles or the five pressure stages—take a few hours, but the real clock is the saturation period. Fargo’s smectitic clays need a minimum 24-hour pre-soak to reach stable pore pressures; skipping this step produces k-values that are misleadingly high. If we’re testing multiple depths in the same borehole, we stage the tests from bottom to top and add about half a day per additional interval.

Location and service area

We serve projects across Fargo and surrounding areas.

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