permeable treatment wall update - chbwv · 2014. 6. 10. · 1 permeable treatment wall update...
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Permeable Treatment Wall Update
Charles BiedermannRegulatory Strategy and Compliance
CH2M HILL B&W West Valley
July 24, 2013
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Summary – Design Requirements
Summarized PTW Functional Design Requirements
• Limit expansion of Sr-90 contaminated groundwater
• Demonstrate overall stable or downward trend in the Sr-90 in
groundwater passing through the PTW
• Prevent redirection of Sr-90 contamination to less contaminated areas
• Preclude substantial changes in groundwater flow
• Maintain passive mitigation system with minimum maintenance and
waste generation
• Maintain PTW groundwater monitoring
• Preclude any limitation on strategies for addressing the plume during
site decommissioning
• Expended PTW media (e.g., zeolite) is removable
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Monitoring and Maintenance
• PTW Installation: Completed November 2010
• Monitoring System:
• 66 wells installed – December 2010
• 22 existing (off- platform wells)
• Monitoring Activities:
• Monthly visual inspections (erosion, standing water, rutting, excessive vegetation growth)
• Hydraulic (water level) monitoring – January 2011 to January 2012
• Baseline sampling & monitoring – Completed January 2011
• Quarterly sampling and monitoring – Ongoing beginning in April 2011
• Expanded Annual sampling and monitoring – Ongoing beginning in January 2012
• Five Year Comprehensive sampling and monitoring – Beginning in January 2015
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System Operation and
Maintenance
• O&M Plan followed
• Road salt and limestone
use restrictions
• Minor O&M of PTW
itself
• Periodic inspections/
maintenance of:
• Soil containment
structure
• Storm water system
• SWPPP Notice of
Termination filed August
2011
• Relocated Outfall S09
data submitted January
2013
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Performance Sampling and
Monitoring
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Sampling and Monitoring
Indications
• Inspections: No significant erosion or standing water, monitoring
wells in good condition, and only minor maintenance actions
• PTW does not substantially alter groundwater flow on the North
Plateau
• Sampling continues to indicate effective removal of Sr-90:
• Down-gradient platform wells exhibiting significant decreases in Sr-
90
• Functional Design Requirements continue to be met
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Sampling and Monitoring
Indications
• The PTW is a large and complex system – expected local
variation in performance observed:
• Sr-90 detected in 6 intra-PTW wells
• 4 intra-PTW wells with elevated or upward trending Sr-90 Concentrations
• 2 wells exceed DOE Derived Concentration Standard (1,100 pCi/L)
• PTW-S6B-D Sr-90 concentration = 1,150 pCi/L
• PTW-S6B-S Sr-90 concentrations = 1,930 pCi/l
• One down-gradient well has exhibited Sr-90 levels that exceed up-
gradient concentrations since the baseline, January 2011 sampling
• This is the result of localized west to east groundwater flow
• Concentrations in this down-gradient well have decreased since 2011
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Hydraulic Gradient in Thick Bedded Unit
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Sr-90 Plume Delineation in Thick Bedded Unit
(January 2011 Baseline)
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Sr-90 Plume Delineation in Thick Bedded Unit
(January 2013)
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Sr-90 Plume Delineation in Slack Water
Sequence (January 2011 Baseline)
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Sr-90 Plume Delineation in Slack
Water Sequence (January 2013)
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Swamp Ditch Sr-90
Concentrations
0.00E+00
1.00E-06
2.00E-06
3.00E-06
4.00E-06
5.00E-06
6.00E-06
11/09/1992 02/15/1997 05/24/2001 08/30/2005 12/06/2009 03/14/2014
uC
i/m
L
Date
WNSWAMP-Strontium-90-Monthly
WNSWAMP-Strontium-90-Monthly
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• PTW continues to perform as designed
• Continue quarterly monitoring and performance evaluations,
document in annual reports
• Continue monitoring and observation of intra-PTW well Sr-90
concentrations
• Passive System – DOE 2012 Sustainability Award Honorable
Mention
• Review PTW (WVDP-512) and North Plateau (WVDP-518)
monitoring procedure manuals
• Evaluate for program improvements/efficiencies/enhancements
• Coordinate any changes to monitoring and sampling through DOE-
WVDP
Conclusions and Future Actions
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Questions