rick fotino new england contractor focused · pdf file02.10.2017 · dewatering bags...
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Dewatering Bags
Mud Mats
Silt fence
Lee JonesNew England BMP Specialist
Rick FotinoNew England Contractor Focused
Rob Woodman, P.E. C.P.E.S.CSenior Stormwater Engineer
Scott Gorneau, P.E.National Product Manager
Dewatering Bags
Compost Socks
Mud Mats
Silt fence
- 33 Years
- HQ in Richmond VA
- New England – Merrimack NH
- Yards/Offices from Maine to Florida
- Product Distributors, Manufacturers and Innovators
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UNIQUE APPROACH – BUT CRITICAL FOR IMPROVING SYSTEM
DESIGN AND SPEC AND OVERCOMING CHALLENGES IN THE FIELD
DESIGN PERMITTING
BIDDINGINSTALLATION
DESIGN SUPPORT COMPUTATIONS SIZING DESIGN
SKETCHBOOKS
DETAILS LAYOUTS BUDGET COSTS MEETINGS
QUOTES QUALITY SUBMITTALS VALUE ENGINEERING
MATERIAL DELIVERY PRECON CHECKLISTS OVERSIGHT CERTIFICATIONS
COMPREHENSIVE INVOLVEMENT FROM
DESIGN CONCEPTION TO POST
INSTALLATION
THE ACF PROCESS / PROJECT TIMELINE
SPACE EFFICIENT SUBSURFACE
STORAGE
MECHANICAL TREATMENT AND
SCREENING
VEGETATED/ BIOLOGICAL TREATMENT
SYSTEMS
RUNOFF REDUCTION
TECHNIQUES
• Overview of Challenges with traditional vegetated BMPs
• Introduction to High Flow Biofiltration
• Case Studies
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• Rain Gardens
• Bioretention
• Bioswales
• Organic Filters
Maine DEP BMPs
• Underdrain Soil Filter
• Bioretention Cell
• Used widely across the nation
• In almost every stormwater manual
• Considered a solid WQ treatment device
• Used as a benchmark for SW impact fees (e.g. Delaware)
• The most common GI/LID BMP
• If Designed and constructed well – can be a solid BMP
……. BUT……… Most of us have experienced some troubles with these BMPs in design, in construction and or post construction.
WHAT ARE COMMONCHALLENGES WITH VEGETATED BMPS?
(BIORETENTION, RAIN GARDENS, USF)
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CHALLENGES WITH VEGETATED BMPS• Space consumption
• Issues with trash and debris accumulation (aesthetics/maintenance)
• Tree health (either proximity of bmps to existing trees or new trees planted) / plantings
• Clogging of filtering medias and fabrics (QA/QC of media and entire bio profile)
• Energy dissipation/erosive forces from pavement
• Need for more reliable stormwater quality treatment
• Maintenance cost, ease and frequency
• Overcoming unexpected utility conflicts in the field
• Poor coordination in field
LACK OF SPACE
• Take up too much space• Eat up developable land• Not suitable for retrofits
• Note enough space – either abandon location or concede on treatment volume
• Large Earthwork and Export late in the project
TRASH AND DEBRIS/ENERGY DISSIPATION/PRETREATMENT
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TREE HEALTH
• Trees need deep rich planting soil
• Bioretention media is not always the best for tree health and longevity
• We either plant trees that don’t do as well or we leave trees out of the design –which can hurt site aesthetics.
PLANTINGS
• Civil Engineers plan versus Landscape Architect
• CE plan can be to simple and boring
• LA plan can sometimes be too complex with too many species – looks great – but adds complexity to maintenance.
CLOGGING OF SYSTEM
• Poor spec• Too many fines• softwood
• Poor QC• Mixed in Field• Unreliable WQ • Generic fabric..
• Perf pipe limited openings
• “Washed”
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WATER QUALITY TREATMENT – UNKNOWN ACTUAL PERFORMANCE
Bio-Media:Independent 3rd
party research has reported an
increase in Phosphorus
discharges from Traditional Bio-
media cells.
UNEXPECTED UTILITY CONFLICTS
POOR FIELD COORDINATION – LACK OF OVERSIGHT
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WE HAVE TWO OPTIONS:
1. IMPROVE QUALITY OF SPECS AND COORDINATION IN THE FIELD ---
BUT WE STILL HAVE SPACE CONSTRAINTS AND RELIABLE PERFORMANCE TO WORRY ABOUT
2. LOOK FOR INNOVATIVE SOLUTIONS
HIGH PERFORMANCE MODULAR BIOFILTRATION
SYSTEMS
• Goal is to improve the project for:
• Designer• Contractor • Owner/Management
• Many Great Options available to designers:
• Filterra ‐ Contech• StormTree• FocalPoint Biofilter
• Allows you to “go green” when space is limited.
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ACF FOCALPOINT – GREEN INFRASTRUCTURE
VEGETATED/ BIOLOGICAL TREATMENT
SYSTEMS
LID/GI DEVELOPMENT SOLUTIONS
APPROVED IN NH, ME, VA, MD, CT, NY, PHILLY,
MA DEP COMPLIANT
(LID) & (GI)
Enhanced PCSM
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Larry Coffman developed the basic 1st generation concepts of bioretention during his time at the Prince George’s (PG) County Department of Environmental resources.
Larry Coffman
http://www.lowimpactdevelopment.org/contact.htm
The original bioretention area was designed to acquire a LEED® Silver Certification, and included a standard media bioswales that fed an underground
water harvesting system.
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Completed FocalPoint BioFiltration footprint:
The FocalPoint was able to meet the needs at
70SF what the traditional bioswale unsuccessfully attempted to do in 1200
SF.
With a simple retrofit of the two swales, placing the FocalPoint at the lowest elevation in each, the drainage problem was solved with a simple, quick, cost‐effective retrofit.
FocalPoint footprint provides high efficiency
treatment for storm events
Ponding area will provideattenuation for large peak
volume during storm event.
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HIGH FLOW BIOFILTRATION SYSTEM PROFILE
18” High Performance Media:
Flows at 100” Per Hour / 200 ft per dayResistant to Clogging
Pollutant Removal:TSS = 91% Nitrogen = 48%Phosphorus = 66%
6” Bridging Stone & Separation Layer:
Clog-Proof Clean Stone & Micro-Mesh Replace Traditional Geotextile Layer
No geotextile = no clogging
3” Layer of Shredded Hardwood Mulch:
Pre-treatment mechanism.
Removal and Replacement of Mulch Represents the Bulk of System Maintenance!
Vegetated System: Plants process
pollutants removed from run-off and root system maintains drainage and
aeration of media.
BridgingPrevents Clogging
HIGH FLOW BIOFILTRATION SYSTEM PROFILE
18” High Performance Media:
Flows at 100” Per Hour / 200 ft per dayResistant to Clogging
Pollutant Removal:TSS = 91% Nitrogen = 48%Phosphorus = 66%
6” Bridging Stone & Separation Layer:
Clog-Proof Clean Stone & Micro-Mesh Replace Traditional Geotextile Layer
No geotextile = no clogging
High Performance Underdrain:
9.45” Modular Tank, or “Flat Pipe” w/95% Open Surface Collects Water Efficiently.
Optional 2” Low-Profile Panel Addresses Shallow Applications.
Expand into Modular Tanks for Larger Storage Needs.
3” Layer of Shredded Hardwood Mulch:
Pre-treatment mechanism.
Removal and Replacement of Mulch Represents the Bulk of System Maintenance!
Vegetated System: Plants process
pollutants removed from run-off and root system maintains drainage and
aeration of media.
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9.45”
2.0”
Maximize Development Opportunity
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Maximize Development Opportunity
The System is sold as a bundle toprovide quality control for allcomponents.
MEDIA:(Pre-mixed & Certified)
Bridging Stone:
(Washed)
Mulch:(Shredded& Screened)
Quality Assurance / Quality Control (QA/QC):Media, Stone and Mulch are all Bagged to Prevent Field Contamination – material is
generally placed from suspended bag
Rain Guardian
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Installation
Installation
Installation
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CONSTRUCTION OVERSIGHT IS
IMPERATIVE
During run-up to peak = Flow thru device.
Inflow From Drainage Area
Discharge From FocalPoint
= FocalPoint Treatment = Volume > WQv to bypass= Water Quality Volume
Peak volume is stored in the surface depression.
After peak = Flow thru device.Excess runoff goes to bypass
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High Flow system – scalable - givesdesigners maximum flexibility to leverage theavailable surface footprint in meeting both thewater quality and water volume requirements.
Pre-to-post design examples pictured below are allbased on a common runoff volume of 2,227 cubic ftfrom the a 0.20 acre impervious cover (CN 98)Drainage Area.
Option #1: Large percentage of small availablefootprint is FocalPoint with limited temporary storageavailable.
Scalability
= Media Footprint
190 sq ft17.0’
11’
18’
18’
nts
Option #1:Total
Footprint324 sf
27’
36’
nts
90 sq ft
10’
9’
Option #2: Total
Footprint972 sf
nts
36’
45’
Option #3:Total
Footprint1,620 sf
30 sq ft
6’
5’
= Surface Depression / Temporary Storage
Option #2: Medium percentage of medium availablefootprint is FocalPoint with more temporary storageavailable.
Option #3: Small percentage of large availablefootprint is FocalPoint with most temporary storageavailable.
High-Flow Treatment System
Temporary Surface Storage
= High Flow Footprint
Curb & Gutter “Box Top”
= Ponding Storage
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Bioretention Section Comparison
Bio-Media:Independent 3rd
party research has reported an
increase in Phosphorus
discharges from Traditional Bio-
media cells. = Media Treatment Footprint
FocalPoint:3rd party lab
and field tests confirm
Phosphorus reduction
BEFORE
AFTER
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LOWIMPACTDEVELOPMENTSOLUTIONS
RELEVANT RECENT PROJECTS
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LOWIMPACTDEVELOPMENTSOLUTIONS
KITTERY TRADING POST –FOCALPOINT BIOFILTRATION SYSTEM
–0.68 ACRE TRIB AREA, 0.5 INCH TREATMENT GOAL ----- 75 SF FOCALPOINT
HIGH PROFILE RETAIL–FOCALPOINT BIOFILTRATION SYSTEM
LOWIMPACTDEVELOPMENTSOLUTIONS
–0.68 ACRE TRIB AREA, 0.5 INCH TREATMENT GOAL ----- 75 SF FOCALPOINT
INFILL HOUSING DEVELOPMENTFOCALPOINT, R-TANK, FABCO
SPACEEFFICIENTSUBSURFACESTORAGE
VEGETATED/BIOLOGICALTREATMENTSYSTEMS
RUNOFFREDUCTIONTECHNIQUES
MECHANICALTREATMENTAND
SCREENING
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INFILL HOUSING DEVELOPMENTFOCALPOINT, R-TANK, FABCO
SPACEEFFICIENTSUBSURFACESTORAGE
VEGETATED/BIOLOGICALTREATMENTSYSTEMS
RUNOFFREDUCTIONTECHNIQUES
MECHANICALTREATMENTAND
SCREENING
INFILL HOUSING DEVELOPMENTFOCALPOINT, R-TANK, FABCO
SPACEEFFICIENTSUBSURFACESTORAGE
VEGETATED/BIOLOGICALTREATMENTSYSTEMS
RUNOFFREDUCTIONTECHNIQUES
MECHANICALTREATMENTAND
SCREENING
319 GRANT FUNDED RETROFIT
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ACCESSORY ITEMS
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VEGETATED BMP IN URBAN ROWKey Design Elements
* Energy Dissipation* Collection of sediment/debris
PRETREATMENT FOR BIORETENTION
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Rain Guardian: Provides stable inlet & pretreatment, drains and dries between storm events.
Maximize Capacity & Extend Effective Bioretention Cell Life
Grate
Base & Riser
Grate/Filter/Chamber combination captures sediment and debris.
Overflow points allows bioretention cell to reach capacity prior to bypass.
Filter
Easy Installation:Typical Turret Installation Sequence
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• Rain Guardian Turret
WHAT IF THERE IS A SIDEWALK??
• Rain Guardian Casemate/Foxhole
INTRODUCING RAIN GUARDIAN CASEMATE/FOXHOLE
• Rain Guardian Casemate/Foxhole
INTRODUCING RAIN GUARDIAN CASEMATE/FOXHOLE
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Example Applications
Pretreatment for Bioretention
Smart Space Efficient Treatment Train
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HIGH FLOW MEDIA SYSTEM CAN HELP WITH
• Space consumption – typically 5‐10% of the size
• Issues with trash and debris accumulation – smaller size – options for pretreatment
• Tree health consider smaller shrubs in media and trees in surrounding soils
• Clogging of filtering medias and fabrics Premixed media and complete section not just one component
• Need for more reliable stormwater quality treatment 3rd party testing completed
• Maintenance cost, ease and frequency ‐ smaller footprint
• Overcoming unexpected utility conflicts in the field smaller footprint/modular/field adjustable
• Poor coordination in field needs to be addressed – but do have manufacturer’s rep on site