SlideShare a Scribd company logo
Background
Roanoke is one of Virginia’s largest met-
ropolitan regions and offers a diverse
area to work and live. With continuous
growth and ample attractions in beautiful
Roanoke, contractors are continually
constructing new land developments for
housing and business purposes. Before
construction activities begin, Best
Management Practices (BMPs) need to
be in place to eliminate the risk of site
erosion and to stay in compliance with
National Pollution Discharge
Elimination System (NPDES) require-
ments.
Problem
A new housing development in Roanoke
County was experiencing high amounts
of on-site sediment migration. The devel-
opment site with its tree lined lots and
rolling hills was an ideal location for
high-end housing, but in order for the
development to be successful the aesthet-
ics of the area had to be maintained. The
original BMP solutions, straw bales and
silt fences, used to control sediment
migration from the roadside drainage swales and slopes, failed to trap sediment. The extreme-
ly vulnerable soils on the 3:1 and 2:1 slopes experienced excessive sediment migration from
the intense rainfall events which occurred during the tropical storm season. The heavy sedi-
ment loads, eroding from the unprotected slopes were migrating into the adjacent roadside
channels. Once in the channels, the sediment was then being transferred into nearby water-
ways causing additional sediment pollution. In addition to the major environmental concerns
of erosion and sedimentation, the large gullies that were created from sediment migration cre-
ated huge eyesores for future buyers and the site developer. During initial development, the
swales and slopes had been cut to grade and then seeded. Since the housing lots were expect-
ed to be sold and built upon quickly after site construction ended, protecting the entire slopes
with an erosion control product was impractical. Sediment migration would have to be con-
trolled instead. Soon after the swales and slopes had been seeded, silt fence and straw bales
were installed as sediment perimeter barriers and as channel check dams. These systems failed
CASE
STUDY
Volume 10
Number 3
April 2007
14649 Highway 41 North
Evansville, Indiana 47725
812-867-6632
1-800-772-2040
FAX 812-867-0247
www.nagreen.com
SedimentSTOP®
Offers
Protection in Roadside Swales
Composite Design Conquers Erosion and Sediment Migration
FACTS
Straw bales used as a sediment control device in a roadside
drainage swale failed to control erosion and trap sediment (top)
while SedimentSTOP in conjunction with C350 actively filtered
sediment and prevented channel erosion (bottom).
to provide the protection needed and acted like a dam by not
allowing water to filtrate through, creating more of a prob-
lem than a solution. Gullies were forming due to the poor
filtration that the straw bales and silt fences provided. The
site developer at Balzer & Associates turned to the Erosion
Solutions Specialists at Landscape Supply, Inc. for a solution
to the problem at hand.
Solution
North American Green Erosion Solutions Specialists rec-
ommended a composite design using a combination of North
American Green’s rolled erosion control products. To elim-
inate sediment migration on the steep slopes SedimentSTOP
was selected. SedimentSTOP provided an environmentally
friendly solution and a safe alternative to rock rip-rap.
SedimentSTOP is comprised of a straw and coconut fiber
matrix that is rolled into a sediment filtration log. The multi-
ple layers of netting eliminate failures if the outer layer is
damaged during construction, providing a high strength fil-
tration device that can be customizable to the project needs.
Unlike the straw bales and silt fences, SedimentSTOP pro-
vided effective sediment filtration by trapping soil particles
while allowing water to pass through. It also acted as an
energy dissipater slowing the water velocities in the channels
eliminating the need for rock riprap check dams.
SedimentSTOP provided a complete green solution for sedi-
ment control. North American Green’s Vmax3®
C350®
Composite Turf Reinforcement Mat (C-TRM) and S150,
a double net straw erosion control blanket (ECB), were used in conjunction with SedimentSTOP to protect the
channels from erosion while providing additional filtration from stormwater runoff. While the SedimentSTOP
slowed water and filtrated sediment out of the moving water, the C350 protected the channel bottom from ero-
sion due to high-flow velocities and also acted as a filtration system by entrapping sediment. The mulching char-
acteristics of C350’s coconut fiber matrix aided in the establishment of vegetation. As the vegetation matured,
the C350 provided permanent stem and root reinforcement needed to handle the high shear stresses in the chan-
nel bottom. For added cost effectiveness, the S150 double net straw blanket was selected to protect the side
slopes of the channel. The double netted blanket offered the channel side slopes enough protection from rain-
fall impact and channel overflow, while creating an ideal environment for seed germination and establishment.
The combination of these three products provided a cost effective, along with an aesthetically pleasing green
solution by controlling erosion and by filtrating stormwater runoff from the unprotected slopes.
Results
Construction of the housing development started in April of 2006. The composite design was put to the test
immediately after installation. Four days after installation the Roanoke area received two inches of rainfall.
Then, only two months later, the partially vegetated site received 11 inches of rain within a three day period.
During these rainfall events, SedimentSTOP dramatically decreased surface sheet erosion from the unprotected
slopes in addition to acting as an energy dissipater in the channel, reducing flow velocities. The C350 and S150
provided channel protection against soil movement and aided in vegetation establishment. The developer could
not believe the protection that North American Green’s RECPs provided during these unexpected rainfall events.
The construction site experienced no sediment migration off of the site, and the channels protected with the S150
and C350 experienced no erosion or under-cutting. The new housing development is still under construction,
but for future buyers the aesthetics of the area look incredible.
A composite design utilizing turf reinforcement mats, erosion
control blankets, and sediment filtration devices protects the
drainage swales form erosion and sediment migration (top). The
mulching characteristics of the erosion control products allowed
for vegetation to establish within only a few months (bottom).

More Related Content

What's hot

Porous asphalt pavement ppt
Porous asphalt pavement pptPorous asphalt pavement ppt
Porous asphalt pavement ppt
Deepak Siddavaram
 
EMIN SG - Geocolchones TRITON Información General (ingles)
EMIN SG - Geocolchones TRITON Información General (ingles)EMIN SG - Geocolchones TRITON Información General (ingles)
EMIN SG - Geocolchones TRITON Información General (ingles)EMIN Sistemas Geotecnicos
 
Canada: BC: Infiltration Rain Garden
Canada: BC: Infiltration Rain GardenCanada: BC: Infiltration Rain Garden
Canada: BC: Infiltration Rain Garden
Sotirakou964
 
STORM WATER RUN OFF PRIMEVAL PAVEMENTS
STORM WATER RUN OFF PRIMEVAL PAVEMENTSSTORM WATER RUN OFF PRIMEVAL PAVEMENTS
STORM WATER RUN OFF PRIMEVAL PAVEMENTS
Abhishek Raj
 
OR: Portland: Multnomah Building Green Roof
OR: Portland: Multnomah Building Green RoofOR: Portland: Multnomah Building Green Roof
OR: Portland: Multnomah Building Green Roof
Sotirakou964
 
Bio engineering methods and their control for soil erosion
Bio engineering methods and their control for soil erosionBio engineering methods and their control for soil erosion
Bio engineering methods and their control for soil erosion
Santosh pathak
 
Ravine Alliance
Ravine AllianceRavine Alliance
Ravine Alliance
Sea Grant
 
Environmental remediation project, Pima County Natural Resources, AZ
Environmental remediation project, Pima County Natural Resources, AZEnvironmental remediation project, Pima County Natural Resources, AZ
Environmental remediation project, Pima County Natural Resources, AZsteven steinberg
 
Monsoon Preparations Survey for Archaeological Ruins Mohenjodaro
 Monsoon Preparations Survey for  Archaeological Ruins Mohenjodaro  Monsoon Preparations Survey for  Archaeological Ruins Mohenjodaro
Monsoon Preparations Survey for Archaeological Ruins Mohenjodaro
ALI HYDER GADHI
 
Eddie Malone Visual Dictionary
Eddie Malone Visual DictionaryEddie Malone Visual Dictionary
Eddie Malone Visual Dictionaryeddiermalone
 
Terraforce Terracrete hardlawn paver
Terraforce Terracrete hardlawn paverTerraforce Terracrete hardlawn paver
Terraforce Terracrete hardlawn paver
Terraforce
 
Building Raingardens
Building RaingardensBuilding Raingardens
Building RaingardensMichael Clark
 
Harbor Brook Treatment Wetlands Design Status - Feb 2012
Harbor Brook Treatment Wetlands Design Status - Feb 2012Harbor Brook Treatment Wetlands Design Status - Feb 2012
Harbor Brook Treatment Wetlands Design Status - Feb 2012Onondaga County Save the Rain
 
Landscape Water Conservation: Principles of Xeriscape - New Mexico State Univ...
Landscape Water Conservation: Principles of Xeriscape - New Mexico State Univ...Landscape Water Conservation: Principles of Xeriscape - New Mexico State Univ...
Landscape Water Conservation: Principles of Xeriscape - New Mexico State Univ...
Farica46m
 
Jennings tdec stream small
Jennings tdec stream smallJennings tdec stream small
Jennings tdec stream smallGreg Jennings
 
Hop and Providence rivers restoration!
Hop and Providence rivers restoration!Hop and Providence rivers restoration!
Hop and Providence rivers restoration!
Răzvan Voicu
 
EMIN SG - North American Green C350 Channel Stabilization (ingles)
EMIN SG - North American Green C350 Channel Stabilization (ingles)EMIN SG - North American Green C350 Channel Stabilization (ingles)
EMIN SG - North American Green C350 Channel Stabilization (ingles)EMIN Sistemas Geotecnicos
 
Rwh presentation
Rwh presentationRwh presentation
Rwh presentation
CHANDRASHEKHAR DAMODARE
 

What's hot (20)

Porous asphalt pavement ppt
Porous asphalt pavement pptPorous asphalt pavement ppt
Porous asphalt pavement ppt
 
EMIN SG - Geocolchones TRITON Información General (ingles)
EMIN SG - Geocolchones TRITON Información General (ingles)EMIN SG - Geocolchones TRITON Información General (ingles)
EMIN SG - Geocolchones TRITON Información General (ingles)
 
Canada: BC: Infiltration Rain Garden
Canada: BC: Infiltration Rain GardenCanada: BC: Infiltration Rain Garden
Canada: BC: Infiltration Rain Garden
 
STORM WATER RUN OFF PRIMEVAL PAVEMENTS
STORM WATER RUN OFF PRIMEVAL PAVEMENTSSTORM WATER RUN OFF PRIMEVAL PAVEMENTS
STORM WATER RUN OFF PRIMEVAL PAVEMENTS
 
OR: Portland: Multnomah Building Green Roof
OR: Portland: Multnomah Building Green RoofOR: Portland: Multnomah Building Green Roof
OR: Portland: Multnomah Building Green Roof
 
Bio engineering methods and their control for soil erosion
Bio engineering methods and their control for soil erosionBio engineering methods and their control for soil erosion
Bio engineering methods and their control for soil erosion
 
Ravine Alliance
Ravine AllianceRavine Alliance
Ravine Alliance
 
RainStore 3 Brochure
RainStore 3 BrochureRainStore 3 Brochure
RainStore 3 Brochure
 
Environmental remediation project, Pima County Natural Resources, AZ
Environmental remediation project, Pima County Natural Resources, AZEnvironmental remediation project, Pima County Natural Resources, AZ
Environmental remediation project, Pima County Natural Resources, AZ
 
Monsoon Preparations Survey for Archaeological Ruins Mohenjodaro
 Monsoon Preparations Survey for  Archaeological Ruins Mohenjodaro  Monsoon Preparations Survey for  Archaeological Ruins Mohenjodaro
Monsoon Preparations Survey for Archaeological Ruins Mohenjodaro
 
Eddie Malone Visual Dictionary
Eddie Malone Visual DictionaryEddie Malone Visual Dictionary
Eddie Malone Visual Dictionary
 
Terraforce Terracrete hardlawn paver
Terraforce Terracrete hardlawn paverTerraforce Terracrete hardlawn paver
Terraforce Terracrete hardlawn paver
 
Building Raingardens
Building RaingardensBuilding Raingardens
Building Raingardens
 
Harbor Brook Treatment Wetlands Design Status - Feb 2012
Harbor Brook Treatment Wetlands Design Status - Feb 2012Harbor Brook Treatment Wetlands Design Status - Feb 2012
Harbor Brook Treatment Wetlands Design Status - Feb 2012
 
Landscape Water Conservation: Principles of Xeriscape - New Mexico State Univ...
Landscape Water Conservation: Principles of Xeriscape - New Mexico State Univ...Landscape Water Conservation: Principles of Xeriscape - New Mexico State Univ...
Landscape Water Conservation: Principles of Xeriscape - New Mexico State Univ...
 
Jennings tdec stream small
Jennings tdec stream smallJennings tdec stream small
Jennings tdec stream small
 
Hop and Providence rivers restoration!
Hop and Providence rivers restoration!Hop and Providence rivers restoration!
Hop and Providence rivers restoration!
 
EMIN SG - North American Green C350 Channel Stabilization (ingles)
EMIN SG - North American Green C350 Channel Stabilization (ingles)EMIN SG - North American Green C350 Channel Stabilization (ingles)
EMIN SG - North American Green C350 Channel Stabilization (ingles)
 
Rwh presentation
Rwh presentationRwh presentation
Rwh presentation
 
GWS Seawall
GWS SeawallGWS Seawall
GWS Seawall
 

Similar to Ec smx cs_va_roanoke

Sustainable Storm-water Management Report
Sustainable Storm-water Management ReportSustainable Storm-water Management Report
Sustainable Storm-water Management Report
Arissa Loh
 
Group 5 sustainable stormwater management(building services1)
Group 5   sustainable stormwater management(building services1)Group 5   sustainable stormwater management(building services1)
Group 5 sustainable stormwater management(building services1)
kohwenqi
 
Sustainable stormwater management(building services1)
Sustainable stormwater management(building services1)Sustainable stormwater management(building services1)
Sustainable stormwater management(building services1)
Doreen Yeo
 
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
civejjour
 
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
civejjour
 
White paper permeablepavement
White paper permeablepavementWhite paper permeablepavement
White paper permeablepavementcathexis123
 
What is an embankment and why is it important in road.pdf
What is an embankment and why is it important in road.pdfWhat is an embankment and why is it important in road.pdf
What is an embankment and why is it important in road.pdf
nayanaNMH
 
Hydrology Project.pptx
Hydrology Project.pptxHydrology Project.pptx
Hydrology Project.pptx
FrederickNocella
 
Porous Asphalt
Porous AsphaltPorous Asphalt
Porous Asphalt
coreycarr
 
Storm water management and its techniques
Storm water management and its techniquesStorm water management and its techniques
Storm water management and its techniques
Rajat Nainwal
 
Urban Erosion Management.pptx
Urban Erosion Management.pptxUrban Erosion Management.pptx
Urban Erosion Management.pptx
Yuvraj Siddharth
 
Asphalt pavement association_of_oregon_design_guide_for_porous_asphalt_pavements
Asphalt pavement association_of_oregon_design_guide_for_porous_asphalt_pavementsAsphalt pavement association_of_oregon_design_guide_for_porous_asphalt_pavements
Asphalt pavement association_of_oregon_design_guide_for_porous_asphalt_pavementsYousif Aljammas
 
Physical and social phenomena causing maintenance problems
Physical and social phenomena causing maintenance problemsPhysical and social phenomena causing maintenance problems
Physical and social phenomena causing maintenance problems
MadhabKoirala
 
Rish
RishRish
Storm water management by krishna sedai
Storm water management by krishna sedaiStorm water management by krishna sedai
Storm water management by krishna sedai
Krishna Sedai
 
Ec rmx cs_wy_yellowstone
Ec rmx cs_wy_yellowstoneEc rmx cs_wy_yellowstone
Ec rmx cs_wy_yellowstone
Meghan Stoneburner
 
Why Trench Drains Are Important.pdf
Why Trench Drains Are Important.pdfWhy Trench Drains Are Important.pdf
Why Trench Drains Are Important.pdf
vodalandcanada
 
Terraforce Terrafix erosion control block
Terraforce Terrafix erosion control blockTerraforce Terrafix erosion control block
Terraforce Terrafix erosion control block
Terraforce
 

Similar to Ec smx cs_va_roanoke (20)

SFPR-Project-Profile_0
SFPR-Project-Profile_0SFPR-Project-Profile_0
SFPR-Project-Profile_0
 
Sustainable Storm-water Management Report
Sustainable Storm-water Management ReportSustainable Storm-water Management Report
Sustainable Storm-water Management Report
 
Group 5 sustainable stormwater management(building services1)
Group 5   sustainable stormwater management(building services1)Group 5   sustainable stormwater management(building services1)
Group 5 sustainable stormwater management(building services1)
 
Sustainable stormwater management(building services1)
Sustainable stormwater management(building services1)Sustainable stormwater management(building services1)
Sustainable stormwater management(building services1)
 
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
 
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
Enhancing Rainwater Harvesting through Pervious Pavement System Based on the ...
 
White paper permeablepavement
White paper permeablepavementWhite paper permeablepavement
White paper permeablepavement
 
What is an embankment and why is it important in road.pdf
What is an embankment and why is it important in road.pdfWhat is an embankment and why is it important in road.pdf
What is an embankment and why is it important in road.pdf
 
Hydrology Project.pptx
Hydrology Project.pptxHydrology Project.pptx
Hydrology Project.pptx
 
Porous Asphalt
Porous AsphaltPorous Asphalt
Porous Asphalt
 
Storm water management and its techniques
Storm water management and its techniquesStorm water management and its techniques
Storm water management and its techniques
 
Urban Erosion Management.pptx
Urban Erosion Management.pptxUrban Erosion Management.pptx
Urban Erosion Management.pptx
 
Asphalt pavement association_of_oregon_design_guide_for_porous_asphalt_pavements
Asphalt pavement association_of_oregon_design_guide_for_porous_asphalt_pavementsAsphalt pavement association_of_oregon_design_guide_for_porous_asphalt_pavements
Asphalt pavement association_of_oregon_design_guide_for_porous_asphalt_pavements
 
Physical and social phenomena causing maintenance problems
Physical and social phenomena causing maintenance problemsPhysical and social phenomena causing maintenance problems
Physical and social phenomena causing maintenance problems
 
Group 5 1
Group 5 1Group 5 1
Group 5 1
 
Rish
RishRish
Rish
 
Storm water management by krishna sedai
Storm water management by krishna sedaiStorm water management by krishna sedai
Storm water management by krishna sedai
 
Ec rmx cs_wy_yellowstone
Ec rmx cs_wy_yellowstoneEc rmx cs_wy_yellowstone
Ec rmx cs_wy_yellowstone
 
Why Trench Drains Are Important.pdf
Why Trench Drains Are Important.pdfWhy Trench Drains Are Important.pdf
Why Trench Drains Are Important.pdf
 
Terraforce Terrafix erosion control block
Terraforce Terrafix erosion control blockTerraforce Terrafix erosion control block
Terraforce Terrafix erosion control block
 

Recently uploaded

Democratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek AryaDemocratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek Arya
abh.arya
 
block diagram and signal flow graph representation
block diagram and signal flow graph representationblock diagram and signal flow graph representation
block diagram and signal flow graph representation
Divya Somashekar
 
ethical hacking-mobile hacking methods.ppt
ethical hacking-mobile hacking methods.pptethical hacking-mobile hacking methods.ppt
ethical hacking-mobile hacking methods.ppt
Jayaprasanna4
 
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang,  ICLR 2024, MLILAB, KAIST AI.pdfJ.Yang,  ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&BDesign and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Sreedhar Chowdam
 
HYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generationHYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generation
Robbie Edward Sayers
 
Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024
Massimo Talia
 
Automobile Management System Project Report.pdf
Automobile Management System Project Report.pdfAutomobile Management System Project Report.pdf
Automobile Management System Project Report.pdf
Kamal Acharya
 
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Dr.Costas Sachpazis
 
MCQ Soil mechanics questions (Soil shear strength).pdf
MCQ Soil mechanics questions (Soil shear strength).pdfMCQ Soil mechanics questions (Soil shear strength).pdf
MCQ Soil mechanics questions (Soil shear strength).pdf
Osamah Alsalih
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
fxintegritypublishin
 
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfCOLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
Kamal Acharya
 
Railway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdfRailway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdf
TeeVichai
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
AhmedHussein950959
 
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
MdTanvirMahtab2
 
LIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.pptLIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.ppt
ssuser9bd3ba
 
Standard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - NeometrixStandard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - Neometrix
Neometrix_Engineering_Pvt_Ltd
 
addressing modes in computer architecture
addressing modes  in computer architectureaddressing modes  in computer architecture
addressing modes in computer architecture
ShahidSultan24
 
CME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional ElectiveCME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional Elective
karthi keyan
 

Recently uploaded (20)

Democratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek AryaDemocratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek Arya
 
block diagram and signal flow graph representation
block diagram and signal flow graph representationblock diagram and signal flow graph representation
block diagram and signal flow graph representation
 
ethical hacking-mobile hacking methods.ppt
ethical hacking-mobile hacking methods.pptethical hacking-mobile hacking methods.ppt
ethical hacking-mobile hacking methods.ppt
 
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang,  ICLR 2024, MLILAB, KAIST AI.pdfJ.Yang,  ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
 
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&BDesign and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
 
HYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generationHYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generation
 
Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024Nuclear Power Economics and Structuring 2024
Nuclear Power Economics and Structuring 2024
 
Automobile Management System Project Report.pdf
Automobile Management System Project Report.pdfAutomobile Management System Project Report.pdf
Automobile Management System Project Report.pdf
 
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
 
MCQ Soil mechanics questions (Soil shear strength).pdf
MCQ Soil mechanics questions (Soil shear strength).pdfMCQ Soil mechanics questions (Soil shear strength).pdf
MCQ Soil mechanics questions (Soil shear strength).pdf
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
 
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfCOLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdf
 
Railway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdfRailway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdf
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
 
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
 
LIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.pptLIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.ppt
 
Standard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - NeometrixStandard Reomte Control Interface - Neometrix
Standard Reomte Control Interface - Neometrix
 
addressing modes in computer architecture
addressing modes  in computer architectureaddressing modes  in computer architecture
addressing modes in computer architecture
 
CME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional ElectiveCME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional Elective
 

Ec smx cs_va_roanoke

  • 1. Background Roanoke is one of Virginia’s largest met- ropolitan regions and offers a diverse area to work and live. With continuous growth and ample attractions in beautiful Roanoke, contractors are continually constructing new land developments for housing and business purposes. Before construction activities begin, Best Management Practices (BMPs) need to be in place to eliminate the risk of site erosion and to stay in compliance with National Pollution Discharge Elimination System (NPDES) require- ments. Problem A new housing development in Roanoke County was experiencing high amounts of on-site sediment migration. The devel- opment site with its tree lined lots and rolling hills was an ideal location for high-end housing, but in order for the development to be successful the aesthet- ics of the area had to be maintained. The original BMP solutions, straw bales and silt fences, used to control sediment migration from the roadside drainage swales and slopes, failed to trap sediment. The extreme- ly vulnerable soils on the 3:1 and 2:1 slopes experienced excessive sediment migration from the intense rainfall events which occurred during the tropical storm season. The heavy sedi- ment loads, eroding from the unprotected slopes were migrating into the adjacent roadside channels. Once in the channels, the sediment was then being transferred into nearby water- ways causing additional sediment pollution. In addition to the major environmental concerns of erosion and sedimentation, the large gullies that were created from sediment migration cre- ated huge eyesores for future buyers and the site developer. During initial development, the swales and slopes had been cut to grade and then seeded. Since the housing lots were expect- ed to be sold and built upon quickly after site construction ended, protecting the entire slopes with an erosion control product was impractical. Sediment migration would have to be con- trolled instead. Soon after the swales and slopes had been seeded, silt fence and straw bales were installed as sediment perimeter barriers and as channel check dams. These systems failed CASE STUDY Volume 10 Number 3 April 2007 14649 Highway 41 North Evansville, Indiana 47725 812-867-6632 1-800-772-2040 FAX 812-867-0247 www.nagreen.com SedimentSTOP® Offers Protection in Roadside Swales Composite Design Conquers Erosion and Sediment Migration FACTS Straw bales used as a sediment control device in a roadside drainage swale failed to control erosion and trap sediment (top) while SedimentSTOP in conjunction with C350 actively filtered sediment and prevented channel erosion (bottom).
  • 2. to provide the protection needed and acted like a dam by not allowing water to filtrate through, creating more of a prob- lem than a solution. Gullies were forming due to the poor filtration that the straw bales and silt fences provided. The site developer at Balzer & Associates turned to the Erosion Solutions Specialists at Landscape Supply, Inc. for a solution to the problem at hand. Solution North American Green Erosion Solutions Specialists rec- ommended a composite design using a combination of North American Green’s rolled erosion control products. To elim- inate sediment migration on the steep slopes SedimentSTOP was selected. SedimentSTOP provided an environmentally friendly solution and a safe alternative to rock rip-rap. SedimentSTOP is comprised of a straw and coconut fiber matrix that is rolled into a sediment filtration log. The multi- ple layers of netting eliminate failures if the outer layer is damaged during construction, providing a high strength fil- tration device that can be customizable to the project needs. Unlike the straw bales and silt fences, SedimentSTOP pro- vided effective sediment filtration by trapping soil particles while allowing water to pass through. It also acted as an energy dissipater slowing the water velocities in the channels eliminating the need for rock riprap check dams. SedimentSTOP provided a complete green solution for sedi- ment control. North American Green’s Vmax3® C350® Composite Turf Reinforcement Mat (C-TRM) and S150, a double net straw erosion control blanket (ECB), were used in conjunction with SedimentSTOP to protect the channels from erosion while providing additional filtration from stormwater runoff. While the SedimentSTOP slowed water and filtrated sediment out of the moving water, the C350 protected the channel bottom from ero- sion due to high-flow velocities and also acted as a filtration system by entrapping sediment. The mulching char- acteristics of C350’s coconut fiber matrix aided in the establishment of vegetation. As the vegetation matured, the C350 provided permanent stem and root reinforcement needed to handle the high shear stresses in the chan- nel bottom. For added cost effectiveness, the S150 double net straw blanket was selected to protect the side slopes of the channel. The double netted blanket offered the channel side slopes enough protection from rain- fall impact and channel overflow, while creating an ideal environment for seed germination and establishment. The combination of these three products provided a cost effective, along with an aesthetically pleasing green solution by controlling erosion and by filtrating stormwater runoff from the unprotected slopes. Results Construction of the housing development started in April of 2006. The composite design was put to the test immediately after installation. Four days after installation the Roanoke area received two inches of rainfall. Then, only two months later, the partially vegetated site received 11 inches of rain within a three day period. During these rainfall events, SedimentSTOP dramatically decreased surface sheet erosion from the unprotected slopes in addition to acting as an energy dissipater in the channel, reducing flow velocities. The C350 and S150 provided channel protection against soil movement and aided in vegetation establishment. The developer could not believe the protection that North American Green’s RECPs provided during these unexpected rainfall events. The construction site experienced no sediment migration off of the site, and the channels protected with the S150 and C350 experienced no erosion or under-cutting. The new housing development is still under construction, but for future buyers the aesthetics of the area look incredible. A composite design utilizing turf reinforcement mats, erosion control blankets, and sediment filtration devices protects the drainage swales form erosion and sediment migration (top). The mulching characteristics of the erosion control products allowed for vegetation to establish within only a few months (bottom).