Kirk Martin
Kirk Martin
Kirk Martin
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Apparent Upward Migration:<br />
Diagnostic Strategies That Can Save<br />
Stewart J. Magenheimer, P.G.<br />
W. <strong>Kirk</strong> <strong>Martin</strong>, P.G.,<br />
CPG, CGWP<br />
Your Deep Injection Well January 2013
Agenda<br />
• UIC design in Florida<br />
• Regulatory background<br />
• Compliance strategies<br />
• Diagnostic tools<br />
• Case studies
UIC Design in Florida
Upward Migration Typical Understanding
Regulatory Background - Florida<br />
• No fluid movement UIC standard<br />
• On December 22, 2005, the EPA adopts final rule applicable to<br />
Class I UIC facilities in 24 counties in Florida<br />
• Florida adopts rule into 62-528, F.A.C.<br />
• Provides for regulatory alternatives for Class I municipal UIC<br />
facilities with apparent fluid migration issues<br />
• New Class I municipal UIC facilities must meet new treatment<br />
requirements (filtration, HLD)
Regulatory Strategies Available for Resolving<br />
UIC Permit Compliance Issues<br />
• Demonstrate no unacceptable fluid migration has occurred (WQ)<br />
• Show acceptable natural attenuation/aquifer exemptions<br />
• Develop contamination assessment/implement remediation plan<br />
• Implement treatment<br />
process improvements
Brevard County Location Map<br />
Melbourne Grant<br />
Street WRF<br />
Brevard South<br />
Beaches WRF
Aerial Photos of County South Beaches WRF and<br />
Melbourne Grant Street WRF<br />
Brevard South Beaches WRF<br />
Melbourne Grant Street WRF<br />
8.0 mgd<br />
5.5 mgd
Acknowledgements<br />
• Brevard County Utility Services Department<br />
– Bob Adolphe, P.E., Director<br />
– Craig Helpling, Project Manager<br />
– Dick Martens, P.E., Former Director<br />
• City of Melbourne Engineering Department<br />
– Jenni Lamb, P.E., City Engineer<br />
• City of Melbourne Public Works & Utilities Department<br />
– Ralph Reigelsperger, P.E., Director<br />
– Harold Nantz, P.E., Asstistant Director<br />
• FDEP UIC Section
Brevard South Beaches WRF DIW System
South Beaches DIW Was Experiencing Apparent<br />
Upward Migration Issues
Regulatory History<br />
• CO issued 1993<br />
• AO issued 1996<br />
• SPR submitted 2007<br />
• RFI received 2009<br />
• FDEP – Fluid<br />
migration evident<br />
• Ongoing operations<br />
maintained<br />
• Diagnostic plan<br />
developed
Mosaic Approach: Would the Same Well<br />
Design Decisions Be Made?<br />
System Design<br />
Lithology<br />
Groundwater<br />
Chemistry<br />
Regional<br />
Hydrogeology<br />
Geophysical Logs
Key Diagnostic Tools Considered<br />
• Define compositional differences<br />
between injectate and ambient groundwater<br />
• Understand wastewater treatment processes<br />
and sources to identify chemical approaches<br />
• Apply non-routine tools<br />
– Spectroscopic screening<br />
– Microconstituent fingerprinting<br />
– Groundwater age dating
Spectroscopic Screening Provided Economical<br />
Means to Evaluate Water Compatibility Issues<br />
• Exploit differences in organic material content between<br />
wastewater and groundwater<br />
– 3D UV fluorescence spectroscopy (EEM)<br />
– Large-scale inexpensive screening technique<br />
– Determines if more intensive study is needed<br />
Impacted Sample Potential Source #1<br />
Potential Source #2
Microconstituent Fingerprinting<br />
• Using anthropogenic tracers<br />
• Widely metabolized compounds<br />
– Caffeine<br />
– Acetaminophen
Groundwater Age Dating Supported No Upward<br />
Migration of Injected Fluids<br />
• Application of tritium analyses indicated significant differential<br />
between injection well and MW3
Well Construction/Hydrostratigraphic Evaluations<br />
Indicated Monitor Well Penetrated Confining Beds
Apparent Upward Migration Issue Was Successfully<br />
Addressed for the Brevard South Beaches DIW<br />
• Well design would be<br />
different today<br />
• Rescinded an<br />
administrative order<br />
• Avoided new consent order<br />
• Redefined injection and<br />
confinement zones<br />
• Avoided costly wastewater<br />
process changes<br />
• Saved Brevard County $10M
City of Melbourne Grant Street WRF DIW System
City of Melbourne Grant Street WRF<br />
DIW System<br />
Melbourne Grant Street WRF
Regulatory History – Grant Street<br />
• Consent and Administrative Orders 1988 to present<br />
• Anomalous water quality in MW samples<br />
• Issues with MW mechanical integrity and flow<br />
• Water quality studies conducted – inconclusive<br />
– Effluent/groundwater<br />
– Age dating
Log and Lithologic Evaluation Supported<br />
Demonstration of Confinement
Water Quality Data Trends Indicated Anomalies<br />
• Merge of data sets<br />
• Sharp change in 1996
Pressure Trends Confirmed Anomalies<br />
• Merging trends
Well Construction/Hydrostratigraphic Evaluations<br />
Indicated Monitor Wells in Communication
Mechanical Integrity Issue Indicated<br />
• Installation of new monitor wells
Conclusions Developed From Upward Migration<br />
Evaluations in Brevard County<br />
• Detailed microconstituent and spectroscopy shows promise<br />
• Tritium analyses – mixed results<br />
• Understanding of site hydrostratigraphy is improved with<br />
operational data and new diagnostic tools applied<br />
• Evaluate the system design in total<br />
• Multi-level diagnostic strategies needed – just one won’t do<br />
• Don’t give up – look hard
Apparent Upward Migration:<br />
Stewart Magenheimer PG<br />
Diagnostic Strategies That Can<br />
<strong>Kirk</strong> <strong>Martin</strong> PG<br />
Save Your Deep Injection Well January 2013