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Seismic Tomography Surveys in Vancouver — Refraction & Reflection for Site Characterization

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The glacial and colluvial overburden that blankets much of Greater Vancouver masks an unpredictable bedrock surface—depth to refusal can swing 15 metres across a single city lot. In the Fraser River delta, soft post-glacial silts add another complication: low-velocity layers that distort conventional seismic profiles. Our approach to seismic tomography cuts through that noise. We deploy 48- to 120-channel spread geometries with both P-wave refraction and S-wave reflection acquisition so the final velocity model captures the sharp impedance contrasts typical of the Georgia Basin. Because Vancouver sits within a active subduction zone, the NBCC requires a site-specific shear-wave velocity profile for Site Class determination on projects taller than three storeys. We process data with iterative travel-time tomography following ASTM D5777, delivering a Vs30 profile in the same report.

A 4.5-times spread-length rule is the minimum for Vancouver—anything shorter misses the bedrock lows that control excavation cost.

Our service areas

Methodology and scope

A common mistake we see on Vancouver sites is ordering a refraction line that is too short for the target depth—a 24-channel spread on a 2-metre geophone spacing will not image the bedrock troughs that frequent the Kitsilano and Point Grey neighbourhoods. To avoid blind spots, the array must be at least four to five times the expected investigation depth. We combine the refraction tomography with a MASW survey on the same spread for a direct Vs30 measurement, and we cross-check the velocity model with CPT soundings where the site is accessible—it ties the seismic boundaries to measured tip resistance. For projects that require excavation in Vashon till, a rippability assessment from the P-wave velocity is included at no extra charge. The final delivered model resolves velocity anomalies down to roughly 10 per cent of the spread length, which is tight enough to catch the buried channels that complicate deep excavations in the Marpole area.
Seismic Tomography Surveys in Vancouver — Refraction & Reflection for Site Characterization
Technical reference — Vancouver

Local considerations

On the North Shore, where steep colluvial slopes meet residential development, a seismic velocity model that misses a low-velocity paleochannel can steer a retaining-wall design toward the wrong bearing stratum—and that mistake surfaces only after excavation hits running groundwater. We have pulled data from sites near Lynn Creek where a 400 m/s layer sat directly above 2500 m/s bedrock, a contrast that a standard drilling program alone would have missed entirely. The seismic tomography picks up those velocity inversions because the tomographic inversion does not assume a layered-earth model. For liquefaction-prone areas south of Marine Drive, the Vs profile feeds directly into the simplified procedure for cyclic stress ratio evaluation, and skipping it means the geotechnical report lacks the NBCC-required Site Class for seismic design.

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Email: contact@geotechnicalengineering.vip

Applicable standards

ASTM D5777-18 — Standard Guide for Using the Seismic Refraction Method, ASTM D7400 — Standard Test Methods for Downhole Seismic Testing, NBCC 2020 — Division B, Part 4, Sentence 4.1.8.4(3) Site Classification for Seismic Site Response, ASCE/SEI 7-22 — Chapter 20 Site Classification Procedure, WorksafeBC OHS Regulation Part 20 — Geophysical Survey Trigger Distance

Technical parameters

ParameterTypical value
MethodP-wave refraction + S-wave reflection (simultaneous acquisition)
Spread geometry48- to 120-channel, 2–5 m geophone spacing
Energy sourceAccelerated weight drop or 8-gauge Betsy gun (urban sites)
Processing algorithmWavepath eikonal travel-time tomography (ASTM D5777)
Vs30 reportingTime-averaged Vs, NEHRP/ASCE 7 Site Class A–E
Typical target depth15–60 m below ground surface
Output deliverables2D velocity cross-sections, Vs30 map, rippability chart, DXF profiles

Frequently asked questions

How much does a seismic tomography survey cost for a typical Vancouver residential lot?

For a standard single-family lot—usually a 48-channel P-wave refraction line plus a MASW spread for Vs30—the survey runs between CA$3,660 and CA$5,200. Larger commercial sites requiring multiple lines and S-wave reflection fall in the CA$5,200 to CA$8,030 range. Every quote includes mobilization within Metro Vancouver, processing, and the stamped geophysical report.

What is the difference between seismic refraction tomography and MASW?

Refraction tomography images P-wave velocity structures and is primarily used for bedrock depth and rippability. MASW measures Rayleigh-wave dispersion to derive a 1D shear-wave velocity profile for site classification. On the same spread we can run both simultaneously—the refraction provides the lateral continuity, and the MASW anchors the Vs30 value the structural engineer needs.

Can seismic tomography work on a busy Vancouver street with traffic vibration?

Yes, with the right acquisition parameters. We use a high-energy accelerated weight drop with vertical stacking of 5 to 10 blows per shot point, and we schedule acquisition during the low-traffic window between 10:00 AM and 2:00 PM. The travel-time tomography algorithm also handles noisy first arrivals better than conventional delay-time methods. We have run successful lines along Broadway and Granville Street with buses passing 15 metres away.

How long does it take to get the final report?

Field acquisition on a typical Vancouver lot takes one day for a single line. Processing and interpretation—first-arrival picking, tomographic inversion, MASW dispersion analysis, and report drafting—requires five to seven business days. We can deliver a preliminary Vs30 and depth-to-bedrock summary within 48 hours if the project is on a tight deadline with the city.

Do you need a drilling permit or a street-use permit for the seismic survey?

If the geophones are placed on a public right-of-way, a street-use permit from the City of Vancouver is required, and we handle that as part of mobilization. On private property, no permit is needed for the seismic work itself, though we coordinate with the general contractor for any underground utility clearance. The seismic source does not trigger the WorksafeBC blasting regulation because the charge weight is below the 2 kg threshold.

Location and service area

We serve projects across Vancouver and its metropolitan area. More info.

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