H20 & Erosion Control Workshop “Welcome” March 15 and 16 th, 2007.

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H20 & Erosion Control Workshop “Welcome” March 15 and 16 th , 2007

Transcript of H20 & Erosion Control Workshop “Welcome” March 15 and 16 th, 2007.

Page 1: H20 & Erosion Control Workshop “Welcome” March 15 and 16 th, 2007.

H20 & Erosion Control Workshop“Welcome”

March 15 and 16th, 2007

Page 2: H20 & Erosion Control Workshop “Welcome” March 15 and 16 th, 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

_________________________________________

Page 3: H20 & Erosion Control Workshop “Welcome” March 15 and 16 th, 2007.

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)

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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….

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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

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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

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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

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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

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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

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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

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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

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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

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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

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Guidance details

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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

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Design Charts

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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

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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

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Section IVSediment Containment Systems

• EXAMPLES– SCS Effectiveness of an Existing Pond– Sizing a Dewatering SCS– Builder Pre-Sedimentation Basin– Linear Road Pre-Sedimentation Basin

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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

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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

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• 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

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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

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Many Pictures and Examples

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Appendix I Erosion and Sediment Control in Coastal Area

• SEDIMENT CONTAINMENT TECHNOLOGIES– Floating Turbidity Barrier– Sediment Retention Barrier– Compost Filter Berms

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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

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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

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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

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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

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H20 & Erosion Control Workshop“That’s all folks”

www.stormwater.ucf.edu