Erosion Control Principles: Protecting Soil and Water Quality
Erosion control is essential for protecting water quality, preventing property damage, and meeting regulatory requirements. Whether for construction sites or permanent installations, understanding erosion mechanisms and control strategies is fundamental to effective design.
Understanding Erosion
The Erosion Process
Erosion occurs in three stages:
- Detachment - Soil particles are dislodged by raindrop impact or flowing water
- Transport - Particles are carried by water or wind
- Deposition - Particles settle when energy decreases
Types of Water Erosion
Sheet Erosion:
- Uniform removal of thin soil layers
- Hard to detect until severe
- Caused by overland flow
Rill Erosion:
- Small channels (< 1 foot deep)
- Flow concentrates in low areas
- Can be repaired by tillage
Gully Erosion:
- Large channels (> 1 foot deep)
- Severe concentration of flow
- Requires structural repair
Channel Erosion:
- Scouring of stream/ditch banks and bottoms
- Caused by high velocities
- Can be natural or accelerated
Factors Affecting Erosion
Rainfall Erosivity (R):
- Intensity and duration
- Drop size and velocity
- Kinetic energy
Soil Erodibility (K):
- Soil texture
- Organic content
- Structure and permeability
- Sandy and silty soils most erodible
Slope Length and Steepness (LS):
- Longer slopes = more erosion
- Steeper slopes = faster flow, more erosion
- Combined effect is multiplicative
Cover and Management (C):
- Vegetation dramatically reduces erosion
- Mulch protects surface
- Residue and organic matter help
Support Practices (P):
- Contour farming
- Terracing
- Diversions
The RUSLE Equation
The Revised Universal Soil Loss Equation predicts annual soil loss:
Where:
- A = Annual soil loss (tons/acre/year)
- R = Rainfall erosivity factor
- K = Soil erodibility factor
- LS = Slope length and steepness factor
- C = Cover and management factor
- P = Support practice factor
Example: Bare construction site vs. established lawn:
| Condition | C Factor | Relative Erosion |
|---|---|---|
| Dense grass | 0.01 | 1× (baseline) |
| Mulched (2” straw) | 0.06 | 6× |
| Bare soil | 1.0 | 100× |
Regulatory Framework
Federal Requirements
NPDES Construction General Permit:
- Required for sites ≥ 1 acre disturbed
- Part of Clean Water Act
- Requires SWPPP and inspections
- Penalty potential: $25,000+ per day
SWPPP Requirements:
- Stormwater Pollution Prevention Plan
- Site map and BMPs
- Inspection and maintenance schedule
- Documentation and records
State Requirements
Most states have additional requirements:
- State-specific permits
- Approved BMP lists
- Inspection certifications
- Design standards
Local Requirements
Municipalities often add:
- More stringent standards
- Specific BMP requirements
- Performance bonds
- Third-party inspection
Erosion Control Strategies
Strategy 1: Minimize Disturbance
Principles:
- Disturb only what’s necessary
- Clear in phases, stabilize as you go
- Preserve existing vegetation
- Limit disturbance duration
Implementation:
- Phase clearing to match construction
- Flag limits of disturbance
- Protect trees and natural areas
- Stabilize within 14 days
Strategy 2: Protect Steep Slopes
Principles:
- Slopes are highest erosion risk
- Reduce effective slope length
- Protect surface from direct impact
- Control concentrated flows
Implementation:
- Slope breaks at 50-foot intervals
- Slope drains for concentrated flow
- Temporary or permanent cover
- Erosion blankets for steep slopes
Strategy 3: Control Concentrated Flow
Principles:
- Concentrated flow causes severe erosion
- Convey clean water around site
- Line channels or reduce velocity
- Provide energy dissipation
Implementation:
- Temporary diversions
- Lined waterways
- Check dams
- Outlet protection
Strategy 4: Establish Perimeter Controls
Principles:
- Sediment must not leave site
- Last line of defense
- Size for expected loads
- Maintain regularly
Implementation:
- Silt fence at proper locations
- Inlet protection
- Sediment basins/traps
- Buffer zones
Erosion Control BMPs
Temporary Seeding
Purpose: Stabilize soil surface with vegetation.
Application:
- Areas idle > 14 days
- Slopes and disturbed areas
- Temporary cover until permanent planting
Design Considerations:
- Select appropriate species (annual for temp)
- Apply at proper rate
- Consider season and climate
- May need mulch protection
Permanent Seeding
Purpose: Establish long-term vegetative cover.
Application:
- Final grading complete
- Slopes, channels, basins
- All disturbed areas
Design Considerations:
- Native species preferred
- Proper seed mix for conditions
- Soil preparation essential
- Establishment care required
Mulching
Purpose: Protect soil surface from raindrop impact.
Types:
- Straw (most common)
- Wood chips
- Compost
- Hydromulch
Application Rates:
- Straw: 2-4 tons/acre
- Anchor if slope > 3:1
- Apply immediately after seeding
Effectiveness:
- Reduces erosion 70-90%
- Retains moisture
- Moderates temperature
Erosion Control Blankets (ECBs)
Purpose: Protect slopes and channels during vegetation establishment.
Types:
- Straw blanket (temporary)
- Coconut fiber (longer term)
- Synthetic (permanent)
- Turf reinforcement mat (TRM)
Application:
- Steep slopes (> 3:1)
- Concentrated flow areas
- Channels
- Critical areas
Installation:
- Anchor at top with trench
- Overlap rolls (shingle down)
- Staple pattern per manufacturer
- Seed before or after
Slope Drains
Purpose: Convey concentrated flow down slopes without erosion.
Types:
- Corrugated pipe
- Half-round pipe
- Concrete flume
Design:
- Size for design flow
- Energy dissipation at outlet
- Anchor to prevent movement
- Tie into diversion at top
Sediment Control BMPs
Silt Fence
Purpose: Filter sediment from sheet flow.
Limitations:
- Sheet flow only (not concentrated)
- Maximum 0.25 acre per 100 feet
- Cannot filter large volumes
- Requires regular maintenance
Installation:
- Trench installation (6” minimum)
- Posts at 6-foot spacing
- Along contour, not down slope
- Ends turn uphill
Common Mistakes:
- Across channels or swales
- Wrong locations (not filtering area)
- No trench embedment
- Inadequate maintenance
Sediment Basins
Purpose: Settle sediment from larger drainage areas.
When Required:
- Typically > 5-10 acres disturbed
- Required by most permits
- Primary sediment control for large sites
Design Parameters:
- Volume: 1,800 cf per acre (typical)
- Minimum 2:1 length to width
- Sediment storage zone
- Dewatering device (skimmer)
- Emergency spillway
Sediment Traps
Purpose: Smaller-scale sediment capture.
Application:
- Smaller drainage areas (< 5 acres)
- Outlets of diversions
- Interim measure before basin
Design:
- Volume: 1,800 cf per acre (typical)
- Stone outlet or riser
- Maintenance access
Inlet Protection
Purpose: Prevent sediment from entering storm drains.
Types:
- Fabric barrier
- Stone (gravel bag) barrier
- Block and gravel
- Excavated sump
- Manufactured devices
Considerations:
- Must handle bypass flows
- Maintenance intensive
- Size for expected flows
- Avoid flooding streets
Check Dams
Purpose: Reduce velocity in channels, trap sediment.
Materials:
- Stone (most common)
- Straw bales (temporary only)
- Sand/gravel bags
- Manufactured devices
Design:
- Spacing based on slope
- Center lower than edges
- Stone size for stability
- Wrap ends into banks
Filter Berms/Socks
Purpose: Filter sediment from sheet or shallow flow.
Types:
- Compost filter berm
- Filter sock (compost-filled)
- Straw wattle
Advantages:
- Easy installation
- No trenching required
- Can be repositioned
- Biodegradable options
Construction Sequencing
Before Clearing
- Install perimeter controls
- Stabilize construction entrance
- Protect existing features
- Mark clearing limits
During Construction
- Phase disturbance
- Stabilize idle areas
- Maintain all BMPs
- Inspect after rain events
At Project End
- Complete final grading
- Establish permanent vegetation
- Remove temporary controls
- Conduct final inspection
Inspection and Maintenance
Inspection Requirements
NPDES Requirements:
- Inspect every 7 days AND after 0.25” rain
- Document all inspections
- Note deficiencies and corrective actions
- Keep records for 3 years
What to Inspect:
- All BMPs for damage or failure
- Disturbed areas for erosion
- Discharge points for sediment
- Sediment accumulation
Maintenance Requirements
| BMP | Maintenance Trigger |
|---|---|
| Silt fence | 50% capacity, or failure |
| Sediment basin | 50% capacity |
| Inlet protection | 50% capacity |
| Check dams | 50% capacity |
| Stabilized entrance | Stone clogged or tracking |
| Diversions | Damage or overtopping |
Documentation
Maintain records of:
- Inspection date and inspector
- Weather conditions
- Areas inspected
- Deficiencies found
- Corrective actions taken
- Dates corrections completed
Permanent Erosion Control
Vegetated Channels
Design for:
- Maximum velocity < 4-6 fps
- Adequate capacity
- Proper side slopes (3:1 or flatter)
- Establishment period protection
Riprap Protection
Applications:
- Channel linings
- Pipe outlets
- Slope protection
- Shorelines
Sizing: Calculate stone size based on velocity:
Drop Structures
Purpose: Safely drop flow elevation.
Types:
- Rock chute
- Concrete drop
- Pipe drop
- Gabion drop
Design Considerations:
- Energy dissipation
- Scour protection
- Stability
- Maintenance access
Retaining Structures
For stabilizing steep slopes:
- Retaining walls
- Gabion walls
- MSE walls
- Vegetated slopes with reinforcement
Common Erosion Problems and Solutions
Problem: Sheet Erosion on Slopes
Indicators: Loss of topsoil, rills forming
Solutions:
- Temporary cover (mulch, blanket)
- Permanent vegetation
- Slope breaks
- Surface roughening
Problem: Gullies
Indicators: Channels > 1 foot deep
Solutions:
- Lined channels
- Grade control structures
- Fill and stabilize
- Divert flow elsewhere
Problem: Channel Erosion
Indicators: Bank cutting, bed lowering
Solutions:
- Reduce velocity (check dams)
- Armor channel
- Reshape and stabilize
- Grade control
Problem: Pipe Outlet Erosion
Indicators: Scour hole at outlet
Solutions:
- Riprap apron
- Energy dissipator
- Plunge pool
- Level spreader
Summary
Effective erosion and sediment control requires:
- Understanding erosion mechanisms - Address root causes
- Erosion control first - Prevent detachment
- Sediment control backup - Capture what escapes
- Proper BMP selection - Right tool for the job
- Correct installation - Details matter
- Regular inspection - Catch problems early
- Timely maintenance - Keep BMPs functioning
- Complete documentation - Regulatory compliance
Related Calculators
References
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Environmental Protection Agency. (2012). Construction general permit (CGP). EPA.
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Fifield, J. S. (2011). Designing for effective sediment and erosion control on construction sites (2nd ed.). Forester Press.
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Natural Resources Conservation Service. (2006). National Engineering Handbook, Part 650: Engineering Field Handbook. USDA.
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Federal Highway Administration. (1995). Best management practices for erosion and sediment control (FHWA-FLH-95-003). U.S. DOT.
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International Erosion Control Association. (2020). Best management practices and design considerations. IECA.
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Renard, K. G., et al. (1997). Predicting soil erosion by water: A guide to conservation planning with the Revised Universal Soil Loss Equation (RUSLE) (Agriculture Handbook 703). USDA.