6 TH GRADE 1 ST QUARTER EQT REVIEW. What affects stream erosion? QQ.
H20 & Erosion Control Workshop “Welcome” March 15 and 16 th, 2007.
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Transcript of H20 & Erosion Control Workshop “Welcome” March 15 and 16 th, 2007.
H20 & Erosion Control Workshop“Welcome”
March 15 and 16th, 2007
H20 & Erosion Control Workshop
General Chairperson: Patricia Tierney Vendor Chairpersons: Cheryl Moore
John SlupeckiProgram Chairpersons: Heather Ritchie
Eddie Snell Marty Wanielista
Regional Coordination: Beth ChessonLocal Arrangements: Manoj Chopra
_________________________________________
Florida Design ManualSession 1a
• Introduction to the New Florida Design Manual – Jerry Fifield (HDI) & Marty Wanielista (UCF)
• Alum & Polymers from a Design Perspective – Manoj Chopra (UCF)
• Dewatering & Coastal Issues – Jim Smoot (USGS)– BREAK And NETWORKING
• Case Studies and DOT Perspectives – Josh Boan & Dave Sadler (FDOT)
• Water Management Perspectives – Andi Reyes & Ed Yaun (SFWMD)
• UCF Research & Education Laboratory – Manoj Chopra (UCF)
State Advisory Committee for the Designer and Reviewer Manual
• Eric Livingston and Heather Ritchie, FDEP• Rick Renna, David Sadler, Jenny Sargent,
Fernado Ascanio, Josh Boan, Larry Ritchie, and Ben Watson, FDOT.
• Andi Reyes, and Ed Yuan, SFWMD• Cammie Dewey and Susan Davis, SJRWMD• Paul O’Neil, SWFWMD• James Smoot and Molly Wood, USGS• Manoj Chopra, Vincent Peluso, and Marty
Wanielista, UCF• Jerry Fifield, HydroDynamics Inc.
A GREAT BIG THANKS to all….
STATE OF FLORIDAEROSION AND SEDIMENT CONTROL
DESIGNER AND REVIEWER MANUAL
A state wide multi agency manual
Helps in the design of erosion and sediment control (E&SC) structures and Stormwater Pollution Prevention Plans (SWPPPs)
It is a guidance manual
Full of examples and pictures
Basic Principle: no discharge should violate the state’s water quality standard for turbidity
Outline of Manual (Sections)
• I General Information
• II Developing Effective SWPPPS and E&SC Drawings
• III Erosion Control Methods
• IV Sediment Containment Systems
• V Temporary Construction Site BMPs
Section l General Information
• Purpose of the Manual• Basic Definitions• Sediment Loading
– Impact to Water Bodies– Nutrients, Pesticides, and Heavy Metals–
Hydrocarbons and Other Wastes Found in Runoff Waters
• The Importance of Vegetation• Identifying the Sources
Section l General Information
• REGULATIONS AND STATUTORY REQUIREMENTS– Construction Activities– Identification of Operators– CGP Requirements– Understand the CGP and Develop a SWPPP– Complete an NOI Application– Inspections– Retention of Records– Notice of Termination– General Comments
Section II Developing Effective SWPPPS and E&SC drawings
• Purpose of the Manual• Definitions• Sediment Loading• Impact to Water Bodies• Nutrients, Pesticides, and Heavy Metals• Hydrocarbons and Other Wastes Found in
Runoff Waters• The Importance of Vegetation• Identifying the Sources
Section II Developing Effective SWPPPS and E&SC drawings
• REGULATIONS AND STATUTORY REQUIREMENTS
• CONTENTS OF A SWPPP– Narrative Report– Designer Certification Requirement– Contractor Certification Requirement– Calculations– Erosion and Sediment Control Drawings– Record Requirements– SWPPP and E&SC Drawing Update Requirements
Section II Developing Effective SWPPPS and E&SC drawings
• DEVELOPING EFFECTIVE E&SC DRAWINGS– The Importance of Pertinent Data– Collecting Data– Interpreting and Evaluating Data– Developing Effective E&SC Drawings– Title Sheet– Pre-Construction Drawings– During Construction Drawings– Post Construction Drawings– Typical Detail and Specification Sheets– Miscellaneous Comments– E&SC Drawing Summary
Section IIIErosion Control Methods
• USE OF VEGETATION– Maintaining Established Vegetation– Vegetative Filter Strips– Establishing Vegetation– Sod– Permanent Vegetation– Temporary Vegetation– Planting Seed– Pure Live Seed Rates Vs. Bulk Rates– Methods of Planting Seed– Polymer Enhanced Soil Stabilization– Mulches– Dry Mulches– Compost Materials– Hydraulic Mulches– Soil Binders
Section IIIErosion Control Methods
• ROLLED EROSION CONTROL PRODUCTS– RECPs for Disturbed Slopes– Soft Armoring RECPs for Concentrated Flows– Small Drainage Channels RECPs– Selecting a RECP for Small Drainage
Channels
Guidance details
Section IIIErosion Control Methods
• RUNOFF CONTROL STRUCTURES– Diversion Dikes and Conveyance Channels– Slope Drains for Basins– Slope Drains for Roads– Channel Check Structures– Spacing of Check Structures
PLUS Examples calculations and summary sheets
Design Charts
Section IVSediment Containment Systems
• Designing SCSs into an E&SC Drawing
• Defining Sediment Containment Systems
• Effectiveness of Sediment Containment Systems
• Sediment Containment System Outlet Structures– Surface Skimmers– Perforated Riser Pipes
Section IVSediment Containment Systems
• DEWATERING ACTIVITIES– Types of Dewatering Methods– Rim ditching– Sock pipe/Horizontal wells– Well-point systems– Turbidity Monitoring for Off-site Discharge– Using SCSs for Dewatering– Increasing the Efficiency of a SCS– Pre-Sedimentation Basins– Barriers for Pre-Sedimentation Basins– Use of Polymers or Alum– Steps for Introducing Polymers into Runoff Waters– Sediment Retention Barriers Using Polymers– Using Alum to Remove Sediment from Runoff Waters
Section IVSediment Containment Systems
• EXAMPLES– SCS Effectiveness of an Existing Pond– Sizing a Dewatering SCS– Builder Pre-Sedimentation Basin– Linear Road Pre-Sedimentation Basin
Section VTemporary Construction Site BMPs• USING BARRIERS TO REMOVE SEDIMENT FROM RUNOFF
WATERS• Limitation of Bale Barriers• Silt-Fence Barriers• Fiber Logs• Temporary Compost Berms• Area-Drain (a.k.a. Catch Basin) Inlet Barriers• Barriers for Storm Sewer Curb Inlet Openings
– Curb and Gutter Sediment Containment System– Inlet Inserts– Cellular Confinement Systems
• Using Polymers to Increase Sediment Removal from Runoff Waters• Using BMPs When Installing a Box Culvert
Section VTemporary Construction Site BMPs• Summary Sheets for Sediment Control BMPs
– SILT FENCE BARRIER– FIBER LOG BARRIER FOR INDIVIDUAL LOTS– CONTINUOUS BERM BARRIER– GEOSYNTHETIC BARRIER– TURBIDITY BARRIER– WATER FILLED BARRIER– AREA DRAIN (A.K.A. CATCH BASIN) BARRIER– FRAME & FILTER BARRIER FOR AREA (A.K.A. CATCH BASIN)
DRAINS– CURB INLET “SUMP” BARRIER– CURB INLET DIVERSION BERM– CURB AND GUTTER SEDIMENT CONTAINMENT SYSTEM DETAIL– CURB INLET INSERT– SOIL TRACKING PREVENTION DEVICE– CELLULAR CONFINEMENT SYSTEM DETAIL
• I Erosion and Sediment Control in Coastal Area
• II Dewatering
• III Polymers and Alum
• IV Inspection Forms and Schedule Forms
• V Vertical/Big Box E&SC Plan and Highway E&SC Plan
(Appendices)Details to support the Sections
Appendix I Erosion and Sediment Control in Coastal Area
• EROSION CONTROL TECHNOLOGIES Temporary Controls
• Compost/Wood Mulching• Hydraulic Mulch• Soil Binders• Temporary Hydroseeding
Permanent Controls• Polymer-Enhanced Armoring• Establishing Permanent, Salt-Tolerant Vegetation• Preserving Existing Vegetation• Construction Site Barrier• Geotextiles, Mats, and Geogrids
Many Pictures and Examples
Appendix I Erosion and Sediment Control in Coastal Area
• SEDIMENT CONTAINMENT TECHNOLOGIES– Floating Turbidity Barrier– Sediment Retention Barrier– Compost Filter Berms
Appendix II Dewatering
• Overview of Dewatering Operations • Application• Limitations• Implementation• Inspection and Maintenance• Control Technologies and Comparisons
– Sediment Traps and Sediment Basins– Weir Tanks and Dewatering Tanks– Filters– Chemical Treatment
Appendix III - Polymers and Alum
• Polyacrylamides (PAM and PAM blends)– When to use– How to apply– Types of Polymers– Choice of Polymers– Dosage Calculations– Performance Based Index Testing (NTU)– Example Field Project – Example of a Flow-
through System– Toxicity Requirements and Index Testing– Inspection and Maintenance Requirements
Mixer logs measured 140 square inch surface area:188.4 in. sq. (test log) = 24.4 mg/L for the 706b polymer log 140 in. sq. (mixer log) = 18.1 mg/L for the 706b polymer log
8 logs/mixer = 145.1 mg/L dosage 188.4 in. sq. (test log) = 12.2 mg/L for the 703d polymer log 140 in. sq. (mixer log) = 9.07 mg/L for the 703d polymer log
8 logs/mixer = 72.5 mg/L dosage
Total dosage for the system is 217.6 mg/L
Calculations in each example
When and How
•The manual will be available on line.•We anticipate distribution in May of this year. •Everyone at the workshop, if we have your correct email
will be sent notice of the availability.•Other notifications will be sent from FDOT and FDEP •There will be classes to help to understand and apply the
the contents of the manual.•Also stay tuned for a companion field manual.
You can direct questions to Marty [email protected] 407.823.4144
H20 & Erosion Control Workshop“That’s all folks”
www.stormwater.ucf.edu