Title: Inspecting%20for%20Water%20Pollution%20Control%20on%20Construction%20Sites
1Field Application Training for Erosion and
Sediment Control BMPs on Caltrans Construction
Sites
CTSW-OT-06-137.17.1
2Introduction
- Class Handouts
- Sign-in Sheet
- Level II Assessment
- G0C100
- Date
- Breaks / Lunch
3Course Handbooks
- Caltrans Storm Water Quality Handbooks and
Manuals - Construction Site BMPs Manual
- Guidance for Temporary Soil Stabilization
- Get Manuals online at http//www.dot.ca.gov/hq/con
struc/stormwater/manuals.htm or hard copies are
available from Caltrans Publications
4Introduction Your Facilitators
- Who are we ?
- What is our background?
5Introduction About You
- Who are you?
- What is your storm water background?
- What do you want to learn from this class?
6Introduction Class Objectives
After successful completion of the course, you
should be able to
- Understand the types and causes of erosion
- Understand which processes influence erosion
- Understand which temporary BMPs are used to
control erosion - Understand erosion and sediment control planning
strategies - Be prepared to review and inspect SS and SC BMPs
as designed and implemented in the field
7Introduction
- Key Point
- This course is about Temporary BMPs
- Defined as Interim control measures which are
installed or constructed to control soil erosion
and which are not maintained after project
completion - As opposed to..
8Introduction
- Permanent BMPs
- Defined as measures which are installed or
constructed to control soil erosion and which are
maintained after project completion
9Introduction
- Course Highlights
- Introduction
- Planning for Erosion and Sediment Control
- Erosion Control BMP Planning and Implementation
- Sediment Control BMP Planning and Implementation
- Class Exercise
- Field Demonstration of BMPs
10Introduction
- Sediment is the number one pollutant of the
nations rivers and lakes
- An estimated 80 Millions Tons of solids are
discharged annually from construction sites into
receiving waters
According to the EPA
11Introduction
- On a unit basis, construction sites export
sediment at 20 to 1,000 times the rates of other
land uses.
According to the EPA
12Introduction
- Temporary soil stabilization can be the
single-most important factor in reducing erosion
at construction sites.
NPDES General Construction Permit
13Introduction
Guidance for Temporary Soil Stabilization Compl
eted July 2003
- Aid for planning, selection, and implementation
of BMPs for soil stabilization
14SWRCB / NPDES - General Construction Permit
- Rainy Season
- At a minimum, the discharger/operator must
implement an effective combination of erosion and
sediment control on all disturbed areas during
the rainy season - The discharger shall consider surface
stabilization measures such as covering with
mulch, temporary seeding, soil stabilizers,
binders, fiber rolls or blankets, temporary
vegetation, permanent seeding, and a variety of
other measures.
15SWPPP / WPCP
- Contractor Selected BMPs
- SWPPP Preparation Manual
- 500.3.4 Soil Stabilization
- 500.3.5 Sediment Controls
- WPCP
- 30.1.1 Soil Stabilization
- 30.1.2 Sediment Control
16Manuals
- Construction Site BMP Manual 2003
- NEW Guidelines for the selection and
implementation of construction site BMPs - Rainy Season / Rainfall Area Definitions
- Procedures for Rainfall Area 7
- BMP Placement on Slopes
- SS and SC Requirements for DSAs
17Construction BMP Practices Manual
- Soil Stabilization and Sediment Control
Requirements
18Rainy Season Dates
- Three distinct precipitation zones based on
season and variability of rainfall patterns
19Area Definition
- Seven distinct areas based on location and
elevation
20Non-Active DSAs
- Soil stabilization requirements for non-active
disturbed soils areas based on season and slope
inclination and length
21Active DSAs
- Soil stabilization requirements for active
disturbed soils areas based on season and slope
inclination and length
22What is Erosion and Sedimentation
- Soil erosion is the process by which soil
particles become detached by water, wind, or
gravity and are transported from their original
location.
23What is Erosion and Sedimentation
- Sedimentation is the deposition of the eroded
material
24Types of Erosion
- Splash Erosion
- Sheet Erosion (Overland Flow)
- Rill Erosion
- Gully Erosion
- Channel Erosion
25Splash Erosion
- Rain drops striking bare soil directly
- Detaches soil particles
- Particles can then be transported by the action
of water and/or wind
26Sheet Erosion (Overland Flow)
- The removal of a uniform thin layer of soil by
raindrop splash or water run-off - Surface film of water 1/16 1/8 deep
- This process may occur unnoticed on exposed soil
even though raindrops are eroding large
quantities of soil - This process eventually becomes more dramatic via
the formation of rills and gullies
27Rill Erosion
- Shallow surface flows that become condensed
- Increased velocity and turbulence.
- Well-defined tiny channels
- The rate of rill erosion can be approximately 100
X greater than sheet erosion
28Gully Erosion
- Accumulating runoff becomes concentrated and
forms small rills throughout the soil - Several rills may form throughout a slope and
eventually may join together to form Gullies - The rate of gully erosion can be approximately
100 X greater than rill erosion
29Channel Erosion
- Results from increased volume, velocity and or
duration of flow, and concentration of flow -
primarily from increased impervious surfaces. - Channel erosion occurs in areas where
tributaries, storm drains and or culverts flow
into unprotected channels
30Sedimentation / Turbidity
- Is solid particulate matter, that is in
suspension, is being transported (Turbidity), or
has been moved from its site by air, water,
gravity or ice and has settled elsewhere
(Sedimentation)
31- Course Highlights
- Introduction
- Planning for Erosion and Sediment Control
- Selection of BMPs For Erosion Control
- Selection of BMPs For Sediment Control
- Field Demonstration of BMPs
32Planning for Erosion Control
- To effectively stabilize Disturbed Soil Areas
(DSAs) proper planning, selection and
implementation of soil stabilization BMPs is
necessary
33Planning Considerations
- Rainy Season
- Site Evaluation
- Scheduling
- Lead time for materials and equipment
- Weather Tracking
- Water Pollution Control Strategies
- Soil Preparation
34Rainy Season
- Review and evaluate soil disturbing activities
during the rainy season - Be aware of when and how much precipitation could
potentially fall during storm events
35Site Evaluation
- Flow Conditions
- Slope Inclination and Length
- Soil Properties
- Surface area
- Atmospheric Condition
- Accessibility of Equipment
- Duration of Needs
36Site Evaluation - Flow Conditions
- Determine the types of flows which will impact
the DSA of the construction site
- Sheet Flow
- Channelized Flow
- Run-on
- Run-off
37Site Evaluation - Slope Inclination and Length
- Slope Inclination
- Is the gradient of the face of the slope
- Slope Length
- Is measured or calculated along the continuous
incline surface
38Site Evaluation - Soil Properties
- Soil Composition
- Classification of soil grain size, shape and
mineralogy - Shear Strength and Density
- Shear strength is the resistance to sliding from
one mass of soil to another - Density is the percent of void space in the soil
- Permeability
- Measure of how fast water can move through the
soil - Soil Chemistry
- The makeup of the soil
- Geological Features
- Subsurface geology
39Site Evaluation - Surface Area
- Small
- Equal to or less than 1 acre
- Medium
- Between 1 and 5 acres
- Large
- Greater than 5 acres
40Site Evaluation - Atmospheric Conditions
- Atmospheric conditions may limit the type of soil
stabilization applied to disturbed soil areas
- Temperature
- Moisture and Humidity
- Wind
41Site Evaluation - Accessibility of Equipment
- Access to DSA may limit soil stabilization
equipment from reaching areas
42Site Evaluation - Drainage
- It is essential to understand site run-off,
run-on dynamics and control the drainage.
Caused this gully
Runoff here
43Site Evaluation - Duration of Need
- The length of time that a DSA will need to be
protected should be considered
- Less than or equal to 3 months
- Between 3 and 12 months
- Greater than or equal to 12 months
44What can this site teach us?
- Incorrectly applied erosion control can actually
increase erosion - For example Silt fence should not be installed
up and down slope - Fiber rolls may have been used to break-up slope
length
45Scheduling
- Lead time for obtaining materials and equipment
to install the BMP is critical - Consider
- Delivery time
- Installation time
- Effective lifespan
- Cost
46Weather Tracking
- Designate a person to monitor the forecast for
probability, duration and expected intensity
47Erosion Control Strategies
- Erosion Control vs. Sediment Control
- Prevent storm water contact with the construction
site - Limit amount of disturbed soil areas (DSAs)
- Protect (DSAs) from erosion
- Minimize sediment in storm water before discharge
- Prevent storm water contact with other pollutants
48Erosion Control
- Any practice that protects the soil surface and
prevents the soil particles from being detached
by rainfall or wind. - Erosion control, therefore, is a source control
that treats the soil as a resource that has value
and should be kept in place.
49Sediment Control
- Any practice that traps the soil particles after
they have been detached and moved by wind or
water. - Sediment control measures are usually passive
systems that rely on filtering or settling the
particles out of the water or wind that is
transporting them.
50Which are More Effective?
- Erosion controls are preferred
- keep the soil in place
- enhance the protection of the site resources
- When possible, use erosion controls as the
primary protection, with sediment controls as a
secondary system.
51Prevent Storm Water Contact With The Construction
Site
- Storm water from the sky - Rainfall
- Storm Water from adjacent areas - Run-on
52Prevent Storm Water Contact With The Construction
Site
- A BMP that is practicable to protect DSAs from
rainfall is - Scheduling
Rainy Season
53Limit the Amount of DSA
- Limit the amount and duration that DSA are
exposed to rainfall impact, run-on and run-off
and wind
54Protect Disturbed Soil Areas From Erosion
- BMPs practicable to protect DSAs from run-on
are - Earth dikes/drainage swales and lined ditches
- Sandbag Barriers
55Protect Disturbed Soil Areas From Erosion
- BMPs to protect DSAs from erosion are
- Temporary soil stabilization
- Top of slope dikes
- Slope drains
- Gravel bag berms or fiber rolls
56Minimize Sediment In Storm Water Before Discharge
- Sediment Barriers
- Silt Fence
- Sandbag barrier
- Straw bale barrier
- Fiber Rolls
- Gravel Bag Berm
- Sediment/Desilting Basins and Sediment Traps
- Site Containment
57Soil Preparation
- Proper preparation of the soil is necessary prior
to the application of soil stabilization
materials
58Soil Preparation
59Caltrans Evaluationof SS SC BMPs
Responsibility of Caltrans to review
- SWPPP / WPCP
- CPM Schedule (Critical Path Method)
- Rainy Season Implementation Plan
- Identify Active / Non-Active Areas
- Verify Quantities of Materials
- Inspection
60Caltrans Evaluationof SS SC BMPs
- SWPPP / WPCP
- Review contractors chosen SS SC BMPs
- Review Water Pollution Control Drawings (WPCDs)
- Review CPM schedule
61Caltrans Evaluationof SS SC BMPs
- Review Rainy season implementation plan
- Schedule of implementation
- 20 days prior to the rainy season
- Dates when SS SC will be 25, 50, 100
completed - Quantity of material needed
- Sufficient quantities of SS maintained onsite
- SC materials equivalent to 10 of the installed
quantities
62Caltrans Evaluationof SS SC BMPs
- Identify Active and Non-Active DSA
- Verify quantities delivered
- Inspect BMP installation