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Using Ultraviolet- Induced Fluorescence to Enhance an LNAPL Conceptual Site Model Bobbilynne Koepke, RG & Daniel Yoakum Environmental Works, Inc. MWCC Environmental Conference 2018 July 17, 2018 1 Using Ultraviolet-Induced Fluorescence


  1. Using Ultraviolet- Induced Fluorescence to Enhance an LNAPL Conceptual Site Model Bobbilynne Koepke, RG & Daniel Yoakum Environmental Works, Inc. MWCC Environmental Conference 2018 July 17, 2018 1

  2. Using Ultraviolet-Induced Fluorescence to Enhance an LCSM • Technology introduction and background • Technology Uses • Case Study o Background and Initial LCSM o LNAPL fluorescence work o Updated LCSM and outcome • Summary 2

  3. Technology Introduction • LNAPL fluorescence 3 *photos courtesy of Geoprobe and Dakota Technologies

  4. Technology Introduction • Fluorescence logging tools 4

  5. Technology Introduction • DPT tooling 5

  6. Technology Uses • Timely LNAPL characterization • Quickly document general soil type • Quicker understanding of LNAPL lateral distribution • Help select soil sample locations • Real-time field decisions • Enhance remedial design 6

  7. Case Study 7

  8. Case Study 8

  9. Case Study 9

  10. Case Study 10

  11. Case Study 11

  12. Case Study • LCSM Summary o Lithology is silty clay/loam that grades vertically to sand o Groundwater is present at 3-7 ft bls, which results in confining conditions for a majority of the time o Two documented gasoline releases o LNAPL mass is primarily present at 5-8 ft bls o Some mobile LNAPL is present, but not migrating o No risk from LNAPL at the site o LNAPL recovery efforts resulted in recovering approximately 200 gallons of LNAPL and nearly 5,000 gallons of impacted water 12

  13. Case Study 13

  14. Case Study 14

  15. Case Study 15

  16. Case Study 16

  17. Case Study 17

  18. Case Study 18

  19. Case Study 19

  20. Case Study #2 – Fuel Oil Site • Power Plant near Kansas City • Fuel discovered in onsite pond – old French drain 25 ft bgs • Limited excavation, line cleaning, and camera could not identify source • Large volume of underground pipelines and utilities 20

  21. Case Study - OIP • EWI used in- house GPR with Line Trac to locate product lines and depths • Advanced OIP along the possible leaking lines 21

  22. Case Study - OIP Footer Text 22

  23. Case Study - OIP Same boring, different depths - Optical shows clean sandy fill @ 7.2 ft bgs - Fluorescence at 7.8 ft bgs 7/18/2018 23

  24. Case Study - OIP Separate borings Top left shows optical • when fill around product line was encountered (no LNAPL) Bottom shows UV • fluorescence in fill material at 5.8 ft bgs 7/18/2018 24

  25. Case Study - OIP • EWI was able to find general source area in 1 day • Borings advanced adjacent to OIP boreholes to collect soil samples and confirm results • OIP borings also ID’d diesel fuel in the soils along a water line corridor 25

  26. Summary • LNAPL fluorescence logging is a proven technology with years of experience • Help understand LNAPL distribution in real-time • Get quick snapshot of soil lithology with EC sensor • Help target soil sampling horizons • Important part of LCSM • Direct remedial design and approach • Can be very cost effective tool in project lifecycle • EWI can implement with OIP and Geoprobe equipment 26

  27. Questions? Bobbilynne Koepke, RG Daniel Yoakum Environmental Works, Inc. 417-890-9500 bkoepke@environmentalworks.com dyoakum@environmentalworks.com 27

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