Remediation and High Resolution Site Characterization Services
Transcription
Remediation and High Resolution Site Characterization Services
Value Added Strategies to Maximize Remediation Scott Wisher, PG, Michael Mazzarese, Eliot Cooper, Mike Jahn Vironex Technical Services, LLC In a Perfect World, Remediation Would Look Like This Release Closure Investigation Remediation It can be a vicious cycle of dollars, time, and effort. Our industry continues to evaluate methods to go from release to closure without this cycle. Today’s Challenges For Remediation • The remaining sites are complex • Heterogeneities complicate remediation • Understanding COC and NAPL mass distribution versus geology and hydrogeology (e.g. K, seepage velocity) is key to remedial success • Funding Traditional investigation methods alone, while valuable, do not meet the needs of today’s challenging sites. Integration of High Resolution Site Characterization (HRSC) • Conceptual Site Model (CSM) Refinement • Pre-Design Investigation – Monitoring wells provide averaged contaminant and hydraulic data – More accurate lab data (e.g. SOD) and design from discrete soil/GW samples Well Screen Zones Site #1: Field Application (ASP) and Approach Release Closure Investigation Remediation Site #1: Remediation Planning • Following design based on MW data, suggest applying HRSC data • 2 Day HRSC (MIP) and 2 Day pilot testing performed in same mobilization. – Collected SOD (0.5 g/kg) and soil buffering samples. – Injection tooling selected and distribution verified (using EC) • Two modified full scale injections of caustic ASP completed following HRSC data review – 10-15% ASP, 75% mobile pore volume HRSC Data MW-18 MW-5 MW-8 PID > 1e+07 Former USTs Approximate Well Screen (10-20 ft) Electrical Conductivity (mS/m) Reagent Distribution Assessment 500 450 400 350 300 250 200 150 100 50 0 Injection Zone 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Depth below grade (ft) Baseline 2 ft, IP-8S 4 ft, IP-8S Post HRSC Injection Plan Results Results (cont.) BTEX + MTBE vs. Time MW-5 70,000 BTEX + MTBE, ppb 60,000 50,000 40,000 30,000 20,000 10,000 0 MW-8 MW-18 Inj Event #1 Inj Event #2 Rebound Assessment Benzene Soil Mass Major Design Component 6-months post injection, Rd 1 BTEX + MTBE concentrations rebounded 67-88% lower at 6 months, Rd 2 versus Rd 1 6-months post injection, Rd 2 Project Summary Site #2 - Pilot Test Optimization • Active manufacturing site with PCE contamination – SVE system operated for several years • 2 – 30 ft x 30 ft pilot test areas selected based on traditional data – Course glacial till shallow, increasing fines with depth • MIP survey performed in each area before KMnO4 pilot testing (1 day per area) – Reagent distribution assessment performed using EC – NOD samples collected from impacted zones (shallow and deep) – 6 month sampling plan to assess back diffusion • Due to low seepage velocity, injection volume based on 100% mobile pore volume of 3% KMnO4 Pilot Test Area #1 Pilot Test Area #2 Design injection zone Vadose mass remaining Modified injection zone Design injection zone ????? Summary In summary, use of high resolution site characterization techniques, when utilized correctly, can be effective to better understand subsurface conditions with respect to contaminant mass, contaminant distribution, and injection parameters. Mike Jahn, PG Rocky Mountain Region Operations Manager