081418_SouthY_obj+altsTable 1: Basin Remedial Action Objectives - DRAFT
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Table 2: Interim Remedial Action Objectives - DRAFT
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Summary of Response Actions To Meet Interim RAO
Excludes source area remediation
1a - Limited/No Response
1b – Containment
1c – Active Restoration
1d – Ex Situ Treatment and Disposal
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Figure 1A: Response Actions and Options Screening
- Limited/No Response Actions - DRAFT
Screening Comments
Description
Process Option
Remedial Technology
Groundwater General Response Action
Limited/No Response
No remedial action taken
Baseline response action to which other actions are compared
Legally enforceable land use restrictions on current and future property owners
Potentially applicable for well siting restrictions in conjunction with other process options
Includes California Division of Drinking Water (DDW) oversight of public water systems
Potentially applicable in conjunction with other process options
Risk communications regarding use of groundwater via public notices
Likely to be applicable in conjunction with other process options
Natural attenuation by biodegradation, dispersion, dilution, and absorption (involves long-term monitoring and contingencies)
Potentially applicable in conjunction with other process options
New non-impacted production wells to supplement and/or replace existing wells
New non-impacted water supply source to supplement and/or replace existing wells (includes imported water, water trades, new surface water supply, direct and indirect reuse)
Potentially applicable
Potentially applicable
Groundwater is extracted by pumping existing wells thereby removing chemicals with groundwater
Potentially applicable in conjunction with other process options
See Figure 1D
Potentially applicable in conjunction with other process options
See Figure 1D
Potentially applicable in conjunction with other process options
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Figure 1B: Response Actions and Options Screening
- Containment - DRAFT
Screening Comments
Description
Process Option
Remedial Technology
Groundwater General Response Action
Containment
Reactive metals, such as iron filings, installed in a deep trench, with optional funnel and gate strategy
Not feasible due to depth of impacted zone
Existing water supply wells and/or new extraction wells provide a hydraulic barrier to reduce or prevent chemical migration in groundwater
Potentially applicable for hydraulic control and for water supply in conjunction with other process options
Horizontal extraction wells provide a hydraulic barrier to reduce or prevent migration of chemicals in groundwater
Not feasible due to depth and thickness of aquifer, and spatial extent of plume
Treated groundwater is recharged to create a hydraulic barrier and increase flow to extraction wells
Potentially applicable for hydraulic control in conjunction with other process options
Deep trenches with porous media to intercept and collect groundwater
Not feasible due to depth of impacted zone
Deep trench through or around chemically impacted zones is backfilled with low permeability soil or bentonite slurry
Not feasible due to depth of impacted zone
HDPE sheets installed in a deep trench to provide an impermeable wall
Not feasible due to depth of impacted zone
Inject low permeability grout into aquifer matrix
Not feasible due to depth of impacted zone
See Figure 1D
Potentially applicable in conjunction with other process options
See Figure 1D
Potentially applicable in conjunction with other process options
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Figure 1C: Response Actions and Options Screening
- Active Restoration - DRAFT
Screening Comments
Description
Process Option
Remedial Technology
Groundwater General Response Action
Active Restoration
Groundwater is extracted by pumping vertical wells thereby removing chemicals with groundwater
Groundwater is extracted by pumping horizontal wells thereby removing chemicals with groundwater
Potentially applicable in conjunction with other process options
Not feasible due to depth of impacted zone
Deep trenches with porous media to intercept and collect groundwater
Potentially applicable in conjunction with other process options
Air is introduced to the saturated zone under pressure and contaminants are transferred from liquid to gas phase
Not feasible due to depth of impacted zone
Not feasible due to depth of impacted zone, which impedes effective delivery
Not feasible due to depth of impacted zone, which impedes effective delivery
Injection of substrate to amend/augment biological respiration of contaminants
Not feasible due to depth of impacted zone, which impedes effective delivery
Injection of chemical oxidation reagents (e.g. hydrogen peroxide) to degrade chemicals in place
Injecting or utilizing existing reduced minerals (e.g. iron) to degrade chemicals in place
See Figure 1D
Potentially applicable in conjunction with other process options
See Figure 1D
Potentially applicable in conjunction with other process options
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Figure 1D: Response Actions and Options Screening
- Ex Situ Treatment and Disposal - DRAFT
Screening Comments
Description
Process Option
Remedial Technology
Groundwater General Response Action
Mass transfer from liquid to vapor phase usually using countercurrent air through a packed tower
Potentially applicable in conjunction with other process options
Potentially applicable in conjunction with other process options
Fixed or fluidized bed reactors contain aerobic or anaerobic microorganisms whereby organics are biologically assimilated and transformed
Potentially applicable in conjunction with other process options
Limited/No Response
Oxidation reagents are combined with ultraviolet light to treat recalcitrant contaminants
Advanced Oxidation Reactor
Liquid-phase GAC used as adsorbent media to adsorb chemicals from liquid phase stream
Potentially applicable in conjunction with other process options
Chemicals are separated from water as the water is passed through semi-permeable membranes (e.g. reverse osmosis, nanofiltration, ultrafiltration, electrodialyis)
Potentially applicable in conjunction with other process options
Membrane Separation
Active Restoration
Containment
Discharge to nearby surface water body under NPDES permit with ongoing monitoring and reporting
Potentially applicable in conjunction with other process options
Potentially applicable in conjunction with other process options
Conveyance to existing sewer system for treatment and disposal by POTW
Crop irrigation or impoundment for infiltration and recharge under Waste Discharge permit with ongoing monitoring and reporting
Potentially applicable in conjunction with other process options
Deep well injection under NPDES permit with ongoing monitoring and reporting
Potentially applicable in conjunction with other process options
Potentially applicable in conjunction with other process options
Conveyance to existing potable water distribution system for consumption
Aerobic/Anaerobic Bioreactor
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Figure 2: Alternative 2 – Replace Wells - DRAFT
Abandon existing impacted supply wells
Install new deeper supply wells at existing locations
Install new supply wells outside of the plume
Pumping rates per water supply demand
No wellhead treatment
Replacement Wells
Capture Envelope
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Figure 3: Alternative 3 – Wellhead Treatment - DRAFT
Install/continue wellhead treatment
Pumping rates per water supply wells
Optional: Optimize pumping rates for capture zones
Optional: Install conveyance piping to centralized treatment facility in lieu of wellhead treatment
Alternatively:
Conveyance to Centralized Treatment
Wellhead Treatment
Capture Envelope
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Figure 4: Alternative 4 – Mid-Plume Pump and Treat - DRAFT
Install line of mid-plume extraction wells downgradient of source area, with water pumped to central treatment system. Discharge TBD.
Abandon existing impacted supply wells
Install new deeper supply wells at existing locations
Install new supply wells outside of the plume
Pumping rates per water supply demand
No wellhead treatment
Conveyance to Centralized Treatment
Capture Envelopes
Extraction Well Curtain Wall
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