Soil Gas Sampling: A Practical Perspective

Soil Gas Sampling: A Practical Perspective Theo Johnson Geological Services Unit Department of Toxic Substances Control [email protected] September...
Author: John Parrish
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Soil Gas Sampling: A Practical Perspective Theo Johnson Geological Services Unit Department of Toxic Substances Control [email protected] September 25, 2012

DOCUMENT OVERVIEW • Combines 2003 Advisory and 1997 LARWQCB 1997 Interim Guidance for Active Soil Gas Investigations into one comprehensive document • Incorporates over 450 comments from consultants

WHY SOIL GAS? • Measure the extent of vapor phase contaminants • Use in combination with conventional sampling to delineate VOC contamination • Soil matrix type (gravel, sand, silt, clay) • Reduces volatilization and biodegradation potential • Real time decisions • Time and cost

2012 Advisory • Expanded workplan section – Addition of Site Conceptual Model (CSM) • Purpose of CSM • Basic components in a CSM

– Elements of the Workplan

• Report section – Assess and revise CSM – Identify data gaps based on revised CSM

2012 Advisory • Provides investigation flexibility using Data Quality Objectives (DQOs) instead of prescriptive language. – Sample spacing – Sample depths – Detection limits – Analytical methods

2012 Advisory • Initial sampling at 2 depths based on DQOs, CSM and LITHOLOGY! – 5 feet (ft) below ground surface (bgs) – 10 to 15 ft bgs

• Link to Vapor Intrusion (VI) investigations – Vapor sample depths for VI investigations

• Vertical profiling section – Based on DQOs

2012 Advisory • Sample tubing – Appropriate tubing for chemicals sampled • No longer recommend copper or low density polyethylene tubing • Batch (blank) sampling for tip and tubing recommended

– Appendix B lists chemicals and appropriate tubing composition for vapor sampling and probe design.

2012 Advisory • Drilling Considerations – Post-run tubing method may be used depending on DQOs – Equilibration times (i.e., sampling delay following probe installation) • Direct Push – 2 hours • Hollow stem auger or hand auger – 48 hours • Rotosonic or air rotary methods – weeks

Probe Construction • Sand Pack – Place probe in middle of sand pack – Use treme pipe on wells ≥ 15 ft deep • Dry Bentonite – Place on top of Sand Pack – Prevents moisture from infiltrating into Sand Pack • Hydrated Bentonite – Hydrate at the surface

Probe Construction

2012 Advisory • Sub-slab sampling – Sampled at the same rate (100 to 200 mL/min) as vadose zone sampling

– Maintain low vacuum (

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