From Bench Trial to Remediation to Results Barry Rakewich, P.Ag., - - PowerPoint PPT Presentation

from bench trial to remediation to results
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From Bench Trial to Remediation to Results Barry Rakewich, P.Ag., - - PowerPoint PPT Presentation

On-Site Treatment of a Dissolved Chromium Plume: From Bench Trial to Remediation to Results Barry Rakewich, P.Ag., EP Kyle Jackson, C.E.T. Nichols Environmental (Canada) Ltd. Outline Site History Phase II ESA Bench Trial


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On-Site Treatment of a Dissolved Chromium Plume: From Bench Trial to Remediation to Results

Barry Rakewich, P.Ag., EP Kyle Jackson, C.E.T. Nichols Environmental (Canada) Ltd.

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Outline

 Site History  Phase II ESA  Bench Trial  Remediation Design  On-Site Treatment  ISCR  Results

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Site History

September 2003 Environmental Review Completed June and July 2009 Violations of Sewer Use Bylaw April 2011 Phase I ESA June to Dec 2011 Phase II ESA 29 MWs July to Sep. 2012 Pump and Treat Installation September 2012 In Situ Chemical Reduction February 2012 Phase II ESA 3 MWs September 2012 Initiate Pump and Treatment August 2013 In Situ Chemical Reduction October 2015 End of Pump and Treatment September 2017 Most Recent GW Sampling September 2012 Bench Trial

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Site Layout

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Phase II ESA

 Completed numerous Phase II ESAs to

gain delineation

June 2011 (M11-01 to M11-06) July/August 2011 (M11-07 to M11-16) Nov/Dec 2011 (M11-17 to M11-29) Feb 2012 (M12-30 to M12-32)

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Phase II ESA – June 2011

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Phase II ESA – July/Aug 2011

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Phase II ESA – Nov/Dec 2011

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Phase II ESA – Feb 2012

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Phase II ESA

 Assessment Criteria

 Alberta Tier 2 Soil and Groundwater Remediation Guidelines (February 2016)  Site zoned Medium Industrial (IM); also permits commercial land use

 Commercial Land Use

 Subsoils predominately silty-clay and were confirmed through sieve analyses

 Fine-Grained Soils

 Surface water retention pond (~1.1 km)

 Exclude the protection freshwater aquatic life (FWAL) pathway

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Phase II ESA

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Phase II ESA

 Pre-Treatment Chromium Concentrations

  • 0.05

M11-01 Jul-11 0.0638 0.059 M11-02 Aug-11 0.6620 0.149 M11-03 Aug-11 4.15 4.1 M11-05 Aug-11 308 300 M11-14 Nov-11 20.3 19.7 M11-22 Dec-11 70.1 63

BOLD = Applicable Guideline Criteria BOLD = Parameter Exceeds Recommended Guideline Criteria *Alberta Tier 2 Soil and Groundwater Remediation Guidelines (Table 2). February 2016. (All concentrations in mg/L = ppm, unless noted)

  • -- = No value provided in guidelines

Hexavalent Chromium Alberta Tier 2 Guideline (Commerical Land Use)* Sample ID Total Chromium Sample Date

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Phase II ESA

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Bench Trial

Ferrous Sulphate (FeSO4) Sodium Metabisulphite (Na2S2O5) Readily Available Readily Available Solubility - 29.51 g/100 mL (25 °C) Solubility - 67 g/100 mL (25 °C) pH adjustment not required Effectiveness highly pH dependent Presence of iron produces rapid flocculation Production of SO2 by-product can be an irritant ½ cost of sodium metabisulphite per Highly corrosive when mixed with water

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Bench Trial

Ferrous Sulphate (FeSO4) Sodium Metabisulphite (Na2S2O5) 30 mg/L 25 mg/L 99% Reduction of Cr6+ after 5 mins 53% Reduction of Cr6+ after 5 mins Rapid flocculation/settling Marginal flocculation/settling

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Remediation Design

 Pump and Treatment

 Focus on high concentration plume  Large diameter bored wells w/submersible pumps installed in ‘hot spots’  Treatment/settling tanks w/secondary containment  Filter pot  discharge to sanitary

 In-Situ Chemical Reduction (ISCR)

 Focus on low concentration plume and Site boundaries  Entire site surfaced with concrete  Established network of pre-cored injection points  High-pressure direct injections at GW interface

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Pump and Treatment

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Pump and Treatment

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Pump and Treatment

Installed 3 – 60 cm diameter recovery wells

Recovery wells consisted of galvanized CSP (resulted in dissolved zinc in GW)

Submersible pumps (3.5 HP) installed into each of the three wells, capable of 5 gpm.

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Pump and Treatment

On-site treatment plant consisting of two – 20,000 L ASTs

Secondary containment system

Sample ports and filter pot prior to discharge

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Pump and Treatment

Groundwater Recovery – Volume in Litres

2012 (September to November) 17,800 2013 (March to November) 119,300 2014 (May to October) 85,000 2015 (May to October) 112,600

Total 334,700

Average Batch Volume = 7,500 L treated with 35 kg of FeSO4 ~1550 kg of FeSO4 utilized during treatment process

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Pump and Treatment

Operation and Maintenance Costs

2012 (installation) $75,000 2012 (operational) $15,000 2013 (operational) $30,000 2014 (operational) $33,000 2015 (operational) $31,000

Total Costs $184,000

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Pump and Treatment

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ISCR

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ISCR

Injection Summary – Volume in Litres

15% Ferrous Sulphate

September 2012 1,000 August 2013 7,900 July 2015 12,000

Total 20,900

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ISCR

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Results

 Post-Treatment Chromium Concentrations

  • 0.05

Jul-11 0.0638 0.059 Sep-17 0.0306 <0.01 Aug-11 0.6620 0.149 Apr-17 0.0120 <0.01 Aug-11 4.15 4.1 Sep-15 0.0055 <0.01 Aug-11 308 300 Sep-17 0.193 0.01 Nov-11 20.3 19.7 Sep-17 17.6 0.05 Dec-11 70.1 63 Sep-17 0.105 0.11

BOLD = Applicable Guideline Criteria BOLD = Parameter Exceeds Recommended Guideline Criteria *Alberta Tier 2 Soil and Groundwater Remediation Guidelines (Table 2). February 2016. (All concentrations in mg/L = ppm, unless noted)

  • -- = No value provided in guidelines

Sample ID Sample Date Total Chromium Hexavalent Chromium Alberta Tier 2 Guideline (Commerical Land Use)* M11-01 M11-02 M11-03 M11-05 M11-14 M11-22 % Reduction Hexavalent Chromium 100% 100% 100% 99.99% 99.75% 99.83%

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Results

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Results

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Results

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Conclusions

 Outcome - success in plume reduction  Learning – do not use galvanized CSP  Learning – Explore pathway elimination  Next Steps…

Confirmatory Soil and GW Sampling in 2018 Risk Management for residual plume Decommissioning

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Questions

Barry Rakewich rakewich@nicholsenvironmental.com Kyle Jackson jackson@nicholsenvironmental.com