lessons learned from the installation and monitoring ... · pumping test conclusions ngroundwater...
TRANSCRIPT
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Lessons Learned from theInstallation and Monitoring of a
Permeable Reactive Barrier at theLake City Army Ammunition Plant,
Independence, MO
Presented by
Kevin Keller, PG, CGWP - Shaw E&I, Inc.Thomas Graff, PE – US Army Corps of Engineers
Thomas Buechler, PE – US Army, LCAAP
February 28, 2003
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Lake City Army Ammunition Plant (LCAAP)Independence, MO
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LCAAP Description
n Located in Independence, MOn Just under 4,000 acresn US ARMY - Joint Munitions Command Installationn Built in early 1940’sn Government-Owned, Contractor-Operatedn Only operational DOD facility manufacturing
small caliber ammunition for US Armed Forcesand NATO
n NPL Siten FFA – EPA Region VII, MDNR. Armyn CERCLA and RCRA Programsn Three Operable Units (OUs)
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LCAAP Areas
NORTHEASTCORNER
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Release History, May 1982
17B Oil & Solvents Pits
17D Waste, Glass, Paint & Solvents Area
16A AbandonedLandfill
1000 FEET
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Total VOC Plume
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ROD Remedial Action Objectives
n Reduce further migration of groundwatercontaining COCs at concentrations above cleanupgoals (MCLs) from the NECOU to the Lake CityAquifer
n Installation of a subsurface permeable reactivebarrier (PRB) to treat contaminated groundwaterinplace (in-situ)
n Point of compliance immediately downgradient ofthe PRB
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PRB Schematic
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Reactive Media Selection Guidance
Treatment Material and Treatable Contaminants
Treatment Material
Target Contaminants Status
Zero-Valent Iron Halocarbons, Reducible metals
In Practice
Reduced Metals Halocarbons, Reducible Metals Field Demonstration Metals Couples Halocarbons Field D emonstration
Limestone Metals, Acid Water In Practice Soptive Agents Metals, Organics Field Demonstration, In
Practice Reducing Agents Reducible Metals, Organics Field Demonstration, In
Practice
Biological Electron Acceptors
Petroleum Hydrocarbons In Practice, Field Demo
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PRW Design Basis
IronQuantity
ResidenceTime
Cross-Sectional
Area
LinearVelocity
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Residence Time
ResidenceTime
InfluentChemistry
ReactionRates
TreatmentGoals
SequentialDegradation
Model
Maximum concentrations assumed throughout alignment
MCLs & MO Standards
BenchTest
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Residence Time-Iron/Guar
n Expected concentrationsn Maximum values at alignment, TCE 1,000 ug/Ln 1,869 ug/L Total VOCs at STA 2+40n tr = 12 hours
n Low concentrationsn At fringe of plume (PZ-4S), TCE 22 ug/Ln 29.7 ug/L Total VOCs at STA 0+66n tr = 2 hours
n Upgradient concentrationsn SC17-57, TCE = 8,600 µg/Ln 9,510 ug/L Total VOCsn tr = 18 hours
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April 1999Predesign Shallow Groundwater Elevations
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August 1999Predesign Shallow Groundwater Elevations
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August 1999 Total VOC Plume
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Design HydrogeologicCross-Section Along PRB Axis
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PRB Design Cross-Sectional Area
n IROD requirement - keyed to bedrockn Bedrock depths based on boring logs/CPT
logsn PRB length = 380 ftn Total cross-sectional area = 15,150 sq ft
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PRB Work Area
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August 1999Predesign Shallow Groundwater Elevations
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April 2001Shallow Overburden Potentiometric Surface Map
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July 2001Shallow Overburden Potentiometric Surface Map
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October 2001Shallow Overburden Potentiometric Surface Map
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December 2001Shallow Overburden Potentiometric Surface Map
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April 2002Shallow Overburden Potentiometric Surface Map
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Problem Statement
n Is the PRB working hydraulically?n The groundwater levels upgradient of the
PRB have been observed to be elevated incomparison to pre-construction designlevels. This mounding may result ingroundwater bypassing the PRB, possiblyresulting in:n Flow to the creekn Changes in plume shape and flow directionn Effects on the treatment process
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Construction VariancesTrench Excavation (CSR)n Media Placement Methodn Guar Viscosity in Tankn Endstopsn Side Wall Sloughing (STA 1+20 to 1+60)n Endstop at STA 1+60 and Clay Slivern Sand Backfill (STA 1+20 to 1+60)n Elevated Work Platform (755 ft)n Injection/Extraction Welln Well Optimization - Revised Well Placementn Performance Well Design/Installationn Trench Vertical Alignment
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Groundwater Gradients (Conceptual)
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Groundwater Gradients
0.050
0.037
DeepOverburden
(ft/ft)
0.266
NA
DeepOverburden
(ft/ft)
0.017
0.028
DeepOverburden
(ft/ft)
0.0150.3310.0104th QuarterAverage (2001)
0.014NA0.025Pre-construction(August 1999)
ShallowOverburden
(ft/ft)
ShallowOverburden
(ft/ft)
ShallowOverburden
(ft/ft)
Downgradient ofPRW
AcrossPRWUpgradient of PRW
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Hydrologic Assessment
n Slug testsn Conducted slug tests at 21 compliance wells
and 8 performance wells
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Monitoring Well and Piezometer Locations
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Hydraulic Conductivity Values
n PreDesign Estimatesn Shallow Wells
• 5.7x10-5 cm/secn Intermediate Wells
• 2.8x10-5 cm/secn Deep Wells
• 2.0x10-4 cm/sec
n Slug Test Resultsn Shallow Wells (CW)
• 3.1x10-4 cm/secn Shallow Wells (PW)
• 3.9x10-3 cm/secn Deep Wells (CW)
• 2.6x10-4 cm/secn Deep Wells (PW)
• 1.3x10-3 cm/secn Bedrock Wells
• 9.5x10-6 cm/sec
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Pumping Tests
n Twelve piezometers installed in creek bank andadjacent to creek
n Four in wall piezometersn Five step drawdown testsn Four 72-hour pumping testsn Deep PRB well pumped at PW-1D, PW-3D, PW-4D,
and shallow at PW-2Sn Pumping rates 1 to 3 gpmn Creek response monitoredn Qualitative data analyses
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PW-1D Pumping Test Results
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PW-2S Pumping Test Results
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PW-3D Pumping Test Results
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PW-4D Pumping Test Results
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Creek Flow Response to Pumping
n Two monitoring methods usedn Weir flow measurementsn Stream elevation measurement (steel post)
n Variability in stream flow and headappears unrelated to pumping
n Supported by lack of response inpiezometers L27S and L34S
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Pumping Test Conclusions
n Groundwater pumping (1 to 3 gpm) during eachof the four pumping tests resulted in drawdownsalong the entire length of the PRB
n The PRB media appears to be generallyhomogeneous with the exception of a deepsection around PW-2D (STA 1+50)
n The effect of pumping within the PRB istransmitted throughout the wall, and tomaterials surrounding the wall, without evidenceof impediment to flow
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Pumping Test Conclusions
n Groundwater pumping in the PRB did not resultin changes in the creek water levels
n Groundwater pumping effects were not observedin piezometers installed adjacent to the creek
n The PRB is in hydraulic communication with thesurrounding media based on drawdownsobserved in compliance wells both up and downgradient
n The effects of smearing (or a decreasedpermeability zone) at the interface between thePRB and the overburden were not observedduring the pumping test
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PRB Design Criteriavs Post Construction Values (In Wall)
Design Post Construction
n Cross-sectional area 15,150 sq ft 16,800 sq ft
n Hydraulic gradient 0.065 ft/ft 0.299 ft/ft (CW wells)
n Media hydraulic conductivity 1.1x10-3 cm/sec 2.3x10-3 cm/sec
n Specific discharge 0.16 ft/day 1.95 ft/day
n Average linear velocity 0.40 ft/day 4.88 ft/day*n Influent plume chemistry
(Maximum) PCE 53 µg/l 7.17 µg/l (CW-2S)TCE 1000 µg/l 694 µg/l (CW-4D)cis-12 DCE 740 µg/l 227 µg/l (CW-4D)1,1 DCE 15 µg/l 6.48 µg/l (CW-4DVC 0.28 µg/l 0.65 µg/l (CW-6S)1,1,2 TCA 0.87 µg/l 0.56 µg/l (CW-4D)1,1 DCA 60 µg/l 13.9 µg/l (CW-4D)
n Residence time 8 hrs Iron 9.8 hrs
12 hrs Iron/Guar
*Not accounting for potential smear zone
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As-built HydrogeologicCross-Section Along PRB Axis
CW MONITORING WELLS JUST UPGRADIENT OF THE WALL
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General Conclusionsn The PRB appears to be working hydraulically based on the
data collected to date.n A significant portion of the VOC plume is bypassing the
PRB. The GW flow pattern that has developed since thePRB was installed is complex.
n Limited pre-design investigation and delayedimplementation of the performance monitoring programhave hindered timely recognition of the performanceproblems.
n Monitoring wells are not located along flow lines due toflow redistribution.
n GW contamination in the portion of the plume that iscurrently passing through the PRB appears to be degradingto below MCLs.
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General Conclusions
n There are three major causes of the plumebypass:n The PRB is not aligned parallel to the pre-construction
equipotential contours.n The hydraulic conductivity of the PRB backfill is low and
varies laterally.n There is a low conductivity skin at the PRB trench walls.
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Possible PRBAugmentation/Data Gaps
n No immediate wall augmentationn Map seep locations and elevations along the creekn Sample the seepsn Install and sample the Phase II wellsn Install and sample additional temporary piezometers on
east side of creek and establish broader networkn Perform groundwater modelingn Survey creek bottom profile (elevations) between weirsn Add passive diffusion samplers to creek bottomn Quarterly monitoring
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Possible PRBAugmentation/Data Gaps
n Add sheetpiling/slurry wall along creekn Map seep locations and elevations along the creekn Sample the seepsn Install and sample the Phase II wellsn Install and sample additional temporary piezometers on
east side of creek and establish broader networkn Perform groundwater modelingn Survey creek bottom profile (elevations) between weirsn Add passive diffusion samplers to creek bottomn Quarterly monitoring
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Sheetpiling/SlurryWall Along Creek
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Possible PRBAugmentation/Data Gaps
n Develop wall into funnel and gate systemn Install and sample additional piezometers for broader
networkn Install and sample the Phase II wellsn Perform groundwater modelingn Perform tracer tests from wells in wall for velocity
measurementsn Evaluate use of flow meters in wellsn Collect samples for bio and mineral precipitationn Quarterly monitoring
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PRB to Funnel and Gate System
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Possible PRBAugmentation/Data Gaps
n Clear potential smear zone along wall interfaces- Pressure Pulse Technology and/or chemicalcleaning (Surfactants)n Install and sample additional piezometers for broader
networkn Install and sample the Phase II wellsn Perform tracer tests from wells in wall for velocity
measurementsn Evaluate use of flow meters in wellsn Collect samples for biological activity, mineral
precipitation, and interfacial overburden soil smearingn Quarterly monitoring
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Possible PRBAugmentation/Data Gaps
n Inject iron into walln Install and sample additional piezometers for
broader networkn Install and sample the Phase II wellsn Quarterly monitoring
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Possible PRBAugmentation/Data Gaps
n Add phyto evapotranspiration systemupgradient of walln Install and sample additional piezometers for
broader networkn Install and sample the Phase II wellsn Quarterly monitoring
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Possible PRBAugmentation/Data Gaps
n Perform chemical oxidation (potassiumpermanganate or Fe nanoparticles) in areasupgradient and downgradient of walln Install and sample additional piezometers for broader
networkn Install and sample the Phase II wellsn Quarterly monitoring
![Page 53: Lessons Learned from the Installation and Monitoring ... · Pumping Test Conclusions nGroundwater pumping (1 to 3 gpm) during each of the four pumping tests resulted in drawdowns](https://reader036.vdocument.in/reader036/viewer/2022071112/5fe835291b3ee263ce4179a4/html5/thumbnails/53.jpg)
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Possible PRBAugmentation/Data Gaps
n Install upgradient extraction wells - pipe or truckwater to building 163 or local discharge(containment and sampling system to beestablished)n Install and sample additional piezometers for broader
networkn Install and sample the Phase II wellsn Perform groundwater modelingn Quarterly monitoring
![Page 54: Lessons Learned from the Installation and Monitoring ... · Pumping Test Conclusions nGroundwater pumping (1 to 3 gpm) during each of the four pumping tests resulted in drawdowns](https://reader036.vdocument.in/reader036/viewer/2022071112/5fe835291b3ee263ce4179a4/html5/thumbnails/54.jpg)
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Possible PRBAugmentation/Data Gaps
n Install extraction wells in the PRB - pipe or truckwater to building 163 or local discharge(containment and sampling system to beestablished)n Install and sample additional piezometers for broader
networkn Install and sample the Phase II wellsn Perform groundwater modelingn Quarterly monitoring
![Page 55: Lessons Learned from the Installation and Monitoring ... · Pumping Test Conclusions nGroundwater pumping (1 to 3 gpm) during each of the four pumping tests resulted in drawdowns](https://reader036.vdocument.in/reader036/viewer/2022071112/5fe835291b3ee263ce4179a4/html5/thumbnails/55.jpg)
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Install Extraction Wells in PRB
![Page 56: Lessons Learned from the Installation and Monitoring ... · Pumping Test Conclusions nGroundwater pumping (1 to 3 gpm) during each of the four pumping tests resulted in drawdowns](https://reader036.vdocument.in/reader036/viewer/2022071112/5fe835291b3ee263ce4179a4/html5/thumbnails/56.jpg)
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Path Forward
n Fill data gapsn Perform mini FSn Perform PRW augmentation