Construction Dewatering: The Specialty Practice Removing Groundwater for Below-Grade Construction
Construction dewatering removes groundwater enabling below-grade work. Foundations, basements, utility installations, deep excavations all face groundwater that must be controlled for construction. Sump pumping for shallow conditions. Well points for medium depths and lower permeability soils. Deep wells for substantial drawdown. Eductors for low-permeability or deep applications. Specialty dewatering contractors design and operate systems. Understanding dewatering helps contractors coordinate this scope.
This post covers construction dewatering.
Multiple methods serve different conditions:
Dewatering methods
- Open sumping (collection points, pumps)
- Well points (shallow vacuum-assisted)
- Deep wells (high-capacity submersible pumps)
- Eductors (jet pumps, low yield)
- Cutoff walls (sheet piles, slurry walls)
- Pressure relief (artesian conditions)
- Combination approaches
Methods vary by conditions. Open sumping collects water at low points and pumps out — simple for small flows. Well points (vacuum-assisted) for shallow water and lower-permeability soils. Deep wells (submersible pumps in deep wells) for substantial drawdown and high-permeability soils. Eductors (jet pumps) for low yield or deep installations. Cutoff walls reduce flow into excavation. Pressure relief for artesian (confined aquifer) conditions.
Well points common method:
Well points
- Vacuum-assisted small wells
- Spaced 3-10 feet around excavation
- Connected to header pipe
- Single vacuum pump for system
- Effective in fine-grained soils
- Limited drawdown depth (~25 feet)
- Multi-stage for deeper
Well points are small-diameter wells with vacuum assistance. Spaced 3-10 feet around perimeter of excavation. Connected to header pipe. Single vacuum pump operates entire system. Effective in fine-grained soils where higher-volume pumping ineffective. Limited single-stage drawdown to ~25 feet (atmospheric pressure limit). Multi-stage stacking for deeper applications.
Deep wells for substantial drawdown:
Deep wells
- Submersible pumps in drilled wells
- Higher capacity than well points
- No depth limit
- Spaced widely (20-100 feet)
- Effective in permeable soils
- Higher cost per well but fewer wells
- Significant electrical service
Deep wells use submersible pumps in drilled wells. Higher capacity than well points. No drawdown limit (limited by aquifer characteristics). Spaced widely. Effective in permeable soils where can produce substantial flow. Higher cost per well but fewer wells needed. Significant electrical service required for pumps.
Discharge requires planning:
Discharge
- Volume can be substantial
- Storm sewer or treatment required
- NPDES permits typical
- Sediment control
- Quality testing sometimes
- Prohibited contaminants
- Discharge location coordination
Discharge requires planning. Volumes can be substantial — thousands of gallons per minute for large excavations. Discharge to storm sewer or surface water typical. NPDES permits required for many sites. Sediment control before discharge. Quality testing sometimes required. Prohibited contaminants (oil, fines) addressed. Discharge location coordination with regulatory and adjacent.
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Geotechnical effects:
Geotechnical effects
- Settlement of adjacent structures
- Drying of nearby foundations
- Subsidence
- Soil consolidation
- Monitoring of adjacent
- Pre-construction surveys
- Mitigation if needed
Dewatering can cause adverse effects on adjacent. Settlement of adjacent structures from soil consolidation. Drying of timber pile foundations. Subsidence of soft soils. Pre-construction surveys document existing conditions. Monitoring during dewatering tracks effects. Mitigation (recharge wells, cutoff walls) if effects approach concerning levels.
Cutoff walls reduce flow:
Cutoff walls
- Sheet pile walls
- Soldier pile and lagging
- Slurry walls (bentonite or concrete)
- Soil mixing walls
- Reduce groundwater flow into excavation
- Combined with internal pumping
- Higher cost but reduces volume
Cutoff walls reduce groundwater flow into excavation. Sheet pile walls effective in many conditions. Soldier pile and lagging for some. Slurry walls (bentonite or concrete) for deep cutoffs. Soil mixing walls. Combined with internal pumping for inside excavation water. Higher initial cost but substantially reduces pumping volume and discharge requirements.
Dewatering decisions are often made late in design without geotechnical input. Specialty dewatering contractors involved during design produce better outcomes — sizing, discharge planning, and adjacent considerations all addressed. Late dewatering decisions often produce inefficient systems and adjacent property issues. Early geotechnical/dewatering coordination supports successful below-grade construction.
Specialty contractors handle:
Specialty contractors
- Specific dewatering expertise
- Equipment investment
- Design capability
- Operations and monitoring
- Permits and discharge
- Coordination with site geotechnical
Specialty dewatering contractors typically perform. Specific expertise in design, equipment, and operations. Equipment investment substantial. Design capability for systems. Operations and monitoring through construction. Permits and discharge management. Coordination with site geotechnical and structural engineers.
Construction dewatering removes groundwater for below-grade construction. Methods include sumping, well points, deep wells, eductors, and cutoff walls per conditions. Discharge requires NPDES permits and treatment. Geotechnical effects on adjacent structures must be monitored. Cutoff walls reduce flow. Specialty contractors handle. Coordination with design from early stages produces better outcomes than late additions. For sites with groundwater, dewatering is essential scope enabling below-grade construction. Quality dewatering supports schedule and prevents groundwater-related issues that otherwise delay or complicate construction.
Written by
Marcus Reyes
Construction Industry Lead
Spent twelve years running AP at a $120M general contractor before joining Covinly. Lives in the world of AIA G702/G703, retainage schedules, and lien waiver deadlines. Writes about the construction-specific workflows that generic AP tools get wrong.
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