PERMANENT EROSION CONTROL SOLUTIONS
|
|
|
- Mae Haynes
- 6 years ago
- Views:
Transcription
1 PERMANENT EROSION CONTROL SOLUTIONS Erosion Prevention and Protection Flexamat Provides Permanent Erosion Control Solutions for a Wide Range of Applications Including: AIRPORTS DOT ROADSIDE DRIVABLE SURFACES ENERGY SECTOR INLETS/OUTLETS LANDFILL/MINE RECLAMATION SHORELINE STREAM AND RIVERBANK
2 PERMANENT EROSION CONTROL SOLUTIONS Erosion Prevention and Protection OUR COMPANY Motz Enterprises, Inc. is the manufacturer of Flexamat. The company has been in business for over 30 years and is headquartered in Cincinnati, Ohio. Flexamat is sold throughout the United States and Canada with material available locally in most areas. We take pride in our performance and specifying the right product for the right application. Flexamat is an effective, long term solution. We look forward to working with you. South Platte River, CO Flexamat. 2 Contact Us Today!
3 Learn More About How Flexamat Is The Best Permanent Erosion Solution! ABOUT Flexamat Permanent Erosion Control Flexamat is a permanent erosion control mat utilized for stabilizing slopes, channels, low water crossings, inlet/outlet protection, and shorelines. Tied Concrete Block Mat is a generic term for Flexamat. It consists of concrete blocks (6.5 x 6.5 with a 2.25 profile) locked together and embedded into a high strength geogrid. There is 1.5 spacing between the blocks that gives the mat flexibility and allows for optional vegetation growth. The mat is packaged in rolls, making transporting and installing Flexamat efficient. It is manufactured with various underlayments, determined by onsite conditions. Vegetated Solution Flexamat offers permanent, hard armor protection, with a natural vegetation. Flexamat may be mowed over with commercial mowing equipment or left to grow wild. Besides grass, there are many other types of native plant species that can be planted to grow within the mat. For example, Willow stakes and other native plugs can be planted within Flexamat. Work With Nature, Not Against Incorporating perennial vegetation into storm water treatment plans will encourage the benefits of phytoremediation which is the direct use of living green plants for the removal, degradation or containments of contaminants. The establishment of perennial vegetation increases infiltration of storm water runoff into the soil, increased removal of pollutants found in road and parking lots runoff (oils & grease, metals, break dust salt, garbage, nutrients) through filtration and phytoremediation. The perennial vegetation also reduces or eliminates the thermal impacts to storm water runoff by shading the concrete blocks from sunlight and aiding in infiltration and filtering of the runoff, unlike rip rap or other hard armor alternatives. BENEFITS OF Flexamat HIGH PERFORMANCE The moment its installed un-vegetated capabilities, 19ft./sec. & 24 PSF EASY MAINTENANCE Safe to mow over FAST INSTALLATION Roll design makes installation efficient SIMPLE INSTALLATION Personnel can install with their own equipment AESTHETICALLY PLEASING Conforms to landscape IMPROVES SAFETY Safe for motorist to drive across ENVIRONMENTALLY FRIENDLY Safe for pedestrians and wildlife to walk across REDUCES CONSTRUCTION COSTS Low material cost, less labor and faster project completion. DISCOURAGES GRAFFITI Vegetated solution rather than poured in place concrete IMPROVES WATER QUALITY Offers phytoremediation and reduces thermal impact LOW-IMPACT DEVELOPMENT (LID) Helps achieve MS4 permit requirements web: info@flexamat.com 3
4 Departments of Transportation Roadways Protection FEDERAL STATE MUNICIPAL 4 Contact Us Today!
5 Departments of Transportation Roadways Protection FEDERAL STATE MUNICIPAL Three months after installation. One year after installation. web: 5
6 Departments of Transportation Roadways Protection FEDERAL STATE MUNICIPAL 6 Contact Us Today!
7 Departments of Transportation Roadways Protection FEDERAL STATE MUNICIPAL One year after installation. web: 7
8 Inlet & Outlet Erosion Protection Outlet with failing Rip Rap. Outlet armored with Flexamat, 3 years after installation. Armored inlet. Griffin, GA - Eroded outlet. Griffin, GA - Repaired outlet. 8 Contact Contact Us Us Today! Today!
9 Landfill Erosion Protection 60 wide letdown just installed. 60 wide letdown 4 years after installation. web: info@flexamat.com 9
10 Energy Erosion Protection 810 Contact Us Us Today!
11 Energy Erosion Protection Exposed high pressure gas pipeline. web:
12 Flood Control One year after installation. 12 Contact Us Us Today!
13 Flood Control web:
14 Canals Three months after installation. 814 Contact Contact Us Us Today! Today!
15 Percussion Anchors Gas powered driver installation. Loading anchor with Jack Jaw Cutting excess cable. web:
16 Airports 816 Contact Contact Us Us Today! Today!
17 Airports web:
18 Shoreline Erosion Protection Contact Contact Us Us Today! Today!
19 Shoreline Erosion Protection web:
20 Creek Erosion Protection 20 Contact Us Us Today!
21 Streambank Protection Fully vegetated Flexamat with native littorals thriving. web:
22 Drivable Surfaces Erosion Protection Boat ramp. Gravel infill for residential driveway. Access road to high school stadium. 822 Contact Us Us Today! Today!
23 Schools Erosion Protection web:
24 Flexamat Project Check List Flexamat Options THERE ARE DIFFERENT OPTIONS AVAIL- ABLE TO CREATE FLEXAMAT SPECIFIC FOR SITE CONDITIONS. Flexamat Standard with Curlex II backing Flexamat Plus with Curlex II and Recyclex backing Flexamat Project Check List: Here are some suggestions for a successful Flexamat installation: Decide which Flexamat option is best for the site. 1. Curlex II 2. Flexamat PLUS 3. Geotextile (10 oz.) Order Flexamat (may need up to 5-7% waste factor) Have installation crew watch videos on Flexamat s YouTube Channel Plan staging area for Flexamat Prepare work prior to installation remove stumps, rocks, soil, etc for smooth surface Seed and fertilizer, this needs to be done prior to installation of Flexamat Clevis shackle of appropriate weight rating. (For connecting to D-ring on bucket.) Swivel and rigging with latched sling hooks of appropriate weight rating. 3-4 moving hooks (Used for adjusting Flexamat as needed during installation.) Lifting straps for large rolls. Smooth (toothless) bucket on excavator (refer to install videos) May be needed - #3 rebar 18 U-Anchors or Cross Plate Percussion Anchors May be needed - Curlex II or Recyclex TRM for seams and edges Gloves Rakes & Shovels Clevis Swivel and rigging w/ latched sling hooks Chop saw if cutting is required Flexamat with non-woven fabric backing Contact Us Us Today!
25 Flexamat web:
26 Flexamat Testing HYDRAULIC DATA 30% Flume Test Non-vegetated testing on 30% slope over sandy loam soil, results: τlimit FLEXAMAT(std) = 24+ psf Vlimit FLEXAMAT(std) = 19+ ft/sec. ROLLS CORE AND N0-CORE Flexamat Standard is delivered without a core. Cores can be added. Rectangular Channel Setup Gravity Flow to Flume Channel Flow Velocity Measurement (Typical) Low Flow In Channel Standard Flexamat (no core) Medium Flow In Channel High Flow In Channel Rectangular Channel After High Flow Channel After Matting Removed (no apparent soil surface disruption) Flexamat (with core added) 826 Contact Contact Us Us Today! Today!
27 Flexamat Properties GENERAL COMPOSITION OF MATERIALS Blocks Interlocking Biaxial Geogrid 5000 PSI, Wet-cast Portland Cement Fornit 30/30 Polypropylene Geogrid with 2,055 lb/ft biaxial strength Underlayment Options Standard - Curlex II ECB Plus - Recyclex TRM-V & Curlex II ECB Fabric - 10 oz NW fabric *More options available upon request MANUFACTURING VALUES Flexamat Properties Values Roll Width Roll Length /Custom Material Weight 10 lbs./sf Block Size 6.5 x 6.5 x 2.25 Percentage Open Area (POA) 30% min. PERFORMANCE Test Tested Value Bed Slope Soil Classification Limiting Value ASTM 6460 Shear Stress 30% Sandy Loam (USDA) 24+PSF ASTM 6460 Velocity 30% Sandy Loam (USDA) 19+ ft/sec web: info@flexamat.com 27
28 Up to 4800 square feet of material can ship on one truckload. Motz Enterprises, Inc Madison Road Cincinnati, OH web: phone: by Motz Enterprises, Inc. All Rights Reserved.
ARMORMAX ENGINEERED EARTH ARMORING SOLUTIONS
ARMORMAX ENGINEERED EARTH ARMORING SOLUTIONS The ARMORMAX Engineered Earth Armoring Solution is the most advanced flexible armoring technology available for severe erosion and surficial slope stability
Diversion Dikes. Fe=0.95
2.2 Diversion Dike Erosion Control Description: A diversion dike is a compacted soil mound, which redirects runoff to a desired location. The dike is typically stabilized with natural grass for low velocities
THE EVOLUTION OF EROSION CONTROL TECHNOLOGY. Welcome! Pete Hanrahan, CPESC E. J. Prescott, Inc. Gardiner, Maine
THE EVOLUTION OF EROSION CONTROL TECHNOLOGY Welcome! Pete Hanrahan, CPESC E. J. Prescott, Inc. Gardiner, Maine pete.hanrahan@ejprescott.com EROSION CONTROL HAS BEEN PRACTICED FOR THOUSANDS OF YEARS CLEAN
GEOWEB Soil Stabilization System
GEOWEB Soil Stabilization System The Most Complete Geocell System HDPE GEOWEB STRENGTH AND FLEXIBILITY PERFECTED. For the most advanced soil stabilization technology today, rely on the world s most proven
Standards for Soil Erosion and Sediment Control in New Jersey May 2012 STANDARD FOR GRASSED WATERWAYS. Definition. Purpose
STANDARD FOR GRASSED WATERWAYS Definition A natural or constructed watercourse shaped or graded in earth materials and stabilized with suitable vegetation for the safe conveyance of runoff water. Purpose
Stormwater Management at. Park View Estates. Zach Bradley Riley Jones Grant Moore Derek West. November 18, 2016
Stormwater Management at Park View Estates Zach Bradley Riley Jones Grant Moore Derek West November 18, 2016 Mission Statement The mission of the Cowboy Stormwater Management team is to design and implement
Stream Channelization, Before and After ACB Installation
An information series from the national authority on concrete masonry technology ARTICULATING CONCRETE BLOCK FOR EROSION CONTROL TEK 11-09B Articulating Concrete Blocks (ACBs) (2011) INTRODUCTION An articulating
INS T A LLA T I O N G U I D E
INS T A LLA T I O N G U I D E TENSAR GEOGRIDS The System is a costeffective and easy-to-install alternative for projects with grade changes. The System owes its long-term performance and durability to
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 836 SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT January 18, 2013
836.01 Description 836.02 Materials 836.03 Construction 836.04 Maintenance 836.05 Method of Measurement 836.06 Basis of Payment STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 836
North America s leader of complete geosynthetic solutions. Golf Course Solutions. To view our complete product line visit us at
North America s leader of complete geosynthetic solutions Golf Course Solutions To view our complete product line visit us at www.terrafixgeo.com A golf course requires attentive and competent management.
GRASS-LINED CHANNEL (acre) CODE 840
NATURAL RESOURCES CONSERVATION SERVICE ILLINOIS URBAN MANUAL PRACTICE STANDARD GRASS-LINED CHANNEL (acre) CODE 840 (Source: NC Erosion and Sediment Control Field Manual) DEFINITION A natural or constructed
Temporary Watercourse Crossing: Culverts
Temporary Watercourse Crossing: Culverts DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent Symbol
APPENDIX C DURING CONSTRUCTION BMP TABLES
APPENDIX C DURING CONSTRUCTION BMP TABLES Table C.1 Table C.2 Table C.3 Erosion Prevention BMPs Sediment Control BMPs Stormwater Runoff and Ground Control Measures STORM WATER QUALITY DESIGN MANUAL Appendix
Standards for Soil Erosion and Sediment Control in New Jersey May 2012 STANDARD FOR SLOPE PROTECTION STRUCTURES. Definition
STANDARD FOR SLOPE PROTECTION STRUCTURES Definition Structures to safely conduct surface runoff from the top of a slope to the bottom of the slope. Purpose The purpose of this practice is to convey storm
Recyclex TRM TURF REINFORCEMENT MAT SPECIFICATION
Recyclex TRM TURF REINFORCEMENT MAT SPECIFICATION PART I - GENERAL 1.01 Summary A. The Turf Reinforcement Mat (TRM) contains post-consumer recycled polyester fiber for the purpose of erosion control and
A.2.a Random Riprap... Table
3601 RIPRAP MATERIAL 3601.1 SCOPE Provide stone and filter layer material for use in random or hand-placed riprap, gabion, and revet mattress construction. 3601.2 REQUIREMENTS A Stones A.1 Quality Provide
Changing the way you think about concrete Milliken
Changing the way you think about concrete. Overview Founded in 1865 Privately held Over 48,000 products ~7,000 associates Manufacturing in 5 countries Operations throughout Americas, Europe and Asia Milliken
Large-Scale Channel Erosion Testing (ASTM D 6460) (Modified procedure used for vegetated channel tests)
Large-Scale Channel Erosion Testing (ASTM D 6460) (Modified procedure used for vegetated channel tests) of East Coast Erosion Blanket ECP-3 Permanent Turf Reinforcement Mats over Loam December 2011 Submitted
At least 2 feet above the seasonal high water table Overflow path or structure provided
General Conditions Map of proposed subwatershed to each subbasin, including total area and CN Design Flow or Design Volume to each STF, as appropriate Operation and Maintenance instructions for each STF
Pre-Sloped Drain System
SportsEdge PolyDrain Pre-Sloped Drain System www.sportsedge.com Quality. Safety. Versatility. Aesthetics. 2 PolyDrain FORMULA www.sportsedge.com ABT, Inc. manufactures PolyDrain trench drains; the standard
TEMPORARY STREAM DIVERSION
ILLINOIS URBAN MANUAL PRACTICE STANDARD TEMPORARY STREAM DIVERSION (ft,) CODE 976 (Source: Aukland Regional Council Stream Facts) DEFINITION A temporary channel or pipe used to convey stream flow around
Vegetated Large-Scale Channel Erosion Testing (ASTM D 6460) (Modified procedure used for vegetated channel tests)
Vegetated Large-Scale Channel Erosion Testing (ASTM D 6460) (Modified procedure used for vegetated channel tests) of North American Green s P300, Double Net Poly Fiber Mat, over Loam May 2013 Submitted
INTERLOCK BETWEEN PARTICLES AT EACH PERFORATION
for Storm Water Management RUN OFF CONTROLS Porous Parking & Vehicle Access Cellular Confinement Systems (CCS) A Cellular Confinement System (CCS) is an engineered, expandable, polyethylene, honeycomb-like
Channel FlexTM P-BD Series
Channel FlexTM P-BD Series Class 475 Closed Cell 4.75 Cellular Concrete Block Mat System TABLE OF CONTENTS FOR ARTICULATED CONCRETE BLOCK REVETMENT PARAGRAPH PARAGRAPH TITLE PAGE PART 1 - GENERAL 1.1 DEFINITIONS
APPENDIX H. Stabilization Measure Fact Sheets
APPENDIX H Stabilization Measure Fact Sheets Prepared for The Boeing Company 5800 Woolsey Canyon Road, MC: 033-T436 Canoga Park, CA 91304-1148 Appendix H Stabilization Measure Fact Sheets Prepared by 6701
NCMA TEK CONCRETE GRID PAVEMENTS. TEK 11-3 Pavers (2001)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE GRID PAVEMENTS TEK -3 Pavers (200) Keywords: ASTM specifications,
Unit E: Basic Principles of Soil Science. Lesson 7: Understanding Soil Erosion and Management Practices
Unit E: Basic Principles of Soil Science Lesson 7: Understanding Soil Erosion and Management Practices 1 Important Terms Accelerated erosion Conservation tillage Cover crops Diversion ditches Geologic
Understanding Stormwater Pollution Prevention Plans (SWPPPs) (SWPPPS)
Understanding Stormwater Pollution Prevention Plans (SWPPPs) (SWPPPS) Definitions SWPPP: Storm Water Pollution Prevention Plan BMP: Best Management Practice(s) to control pollution IDNR: Iowa Department
Town of Essex, Vermont January, 2017 Standard Specifications For Construction CHAPTER 3 EROSION AND SEDIMENT CONTROL
CHAPTER 3 EROSION AND SEDIMENT CONTROL CHAPTER 3 EROSION AND SEDIMENT CONTROL Section 300 General Summary All projects constructed within the Town of Essex shall be constructed in strict accordance with
AN INNOVATIVE DESIGN FOR PAVING USING VERTICALLY- INTERLOCKING ARTICULATED CONCRETE MATS
AN INNOVATIVE DESIGN FOR PAVING USING VERTICALLY- INTERLOCKING ARTICULATED CONCRETE MATS SUMMARY Charles A. Weiss, Jr., Joe G. Tom, and Philip G. Malone Geotechnical and Structures Laboratory U.S. Army
Catch Drains Part 4: Geotextile-lined
Catch Drains Part 4: Geotextile-lined DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] [1]
PART 3 - STANDARDS FOR SEWERAGE FACILITIES DESIGN OF STORM SEWERS
PART 3 - STANDARDS FOR SEWERAGE FACILITIES 3.3 - DESIGN OF STORM SEWERS 3.301 Design of Storm Sewers A. General Information B. Investigations and Surveys C. Special Projects 3.302 Design Criteria for Storm
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF WEST BEND, WISCONSIN SECTION 800 EROSION AND SEDIMENT CONTROL
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF WEST BEND, WISCONSIN SECTION 800 EROSION AND SEDIMENT CONTROL Section Number Title 801 GENERAL 802 STANDARD METHODS OF EROSION AND SEDIMENT
GEOWEB. slope and shoreline protection. environments. creating sustainable APPLICATION OVERVIEW
GLOBAL LEADER GLOBAL PARTNER creating sustainable environments GEOWEB slope and shoreline protection APPLICATION OVERVIEW our commitment: providing the highest quality products/solutions eco-economic solutions
Advanced Synthetic Grass Geomembrane Liner For Long-Term Environmental Closure
US Patent Number 9151009 B2 Advanced Synthetic Grass Geomembrane Liner For Long-Term Environmental Closure Bringing Sustainable Solutions to the Surface LiteEarth is an engineered, patented synthetic grass
Standards for Soil Erosion and Sediment Control in New Jersey May 2012 STANDARD FOR RIPRAP. Conditions Where Practice Applies
STANDARD FOR RIPRAP Definition A layer of loose rock, aggregate, bagged concrete, gabions, or concrete revetment blocks placed over an erodible soil surface. Purpose The purpose of riprap is to protect
SPECIAL SPECIFICATION 3504 Septic Tank System
1993 Specifications CSJ s 3136-01-126, etc. & 0683-01-070, etc. SPECIAL SPECIFICATION 3504 Septic Tank System 1. Description. This Item shall govern for all materials, equipment and labor necessary for
Lake Summerset Shoreline Types. Prepared by the Lake Summerset Lake Planning Committee Revision 2013-MAR-27
Lake Summerset Shoreline Types Prepared by the Lake Summerset Lake Planning Committee Revision 2013-MAR-27 PREFACE Lake Summerset Association s Lake Planning Committee (LPC) maintains a membership of knowledgeable,
PART 1 GENERAL REQUIREMENTS
PART 1 GENERAL REQUIREMENTS Contract Closeout Plan 110 Arrow diagram for project close-out...3 Erosion Control 121 Straw bale barrier... 5 122 Silt fence... 7 123 Diversion dike... 9 124 Inlet protection...
G R A V I T Y / G E O G R I D
GRAVITY/GEOGRID MAGNUMSTONE Overview note: bolded terms are defined in our online glossary at www.cornerstonewallsolutions.com The MagnumStone retaining wall system was developed with the installer in
SECTION SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM
SECTION 32 32 23 SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM PART 1: GENERAL 1.01 Scope Work includes furnishing all materials, labor, equipment, and supervision to install a Stonebridge segmental
SECTION PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT
SECTION 32 14 13 19 PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT SECTION 32 14 13 19 PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Permeable Articulating
Alternative BMPs for Erosion Prevention & Sediment Control
Alternative BMPs for Erosion Prevention & Sediment Control J.P. Johns, PE - Woolpert March 11, 2011 Agenda + Traditional BMPs + Performance Specifications + Erosion Prevention + Sediment Control + The
Outline of Presentation. Inspecting Construction Site BMPs. Inspector. Back to Basics. Erosion Control. Erosion Control
Inspecting Construction Site BMPs Kristin Kerr EOA, Inc. Outline of Presentation Back to Basics Erosion and Sediment Control Good Site Non-Stormwater Run-on and Run-off Control Construction Inspection
LITTLE SHADES CREEK RESTORATION PROJECT CWA Section 319(h) Nonpoint Source Implementation Grant Project Workplan #17 ADEM Contract #C
LITTLE SHADES CREEK RESTORATION PROJECT CWA Section 319(h) Nonpoint Source Implementation Grant Project Workplan #17 ADEM Contract #C90593066 PARTNERS Alabama Department of Environmental Management Cawaco
B. Install storm drain inlet protection to prevent clogging of the stormsewer and sediment loads to downstream stormwater facilities or waterbodies.
The language provided in these specifications is meant to serve as a reminder and provide a generic example of the type of language that should be provided in final construction documents. This language
Construction Best Management Practices Handbook BEST MANAGEMENT PRACTICES
Construction Best Management Practices Handbook www.montereysea.org BEST MANAGEMENT PRACTICES 26 www.montereysea.org Construction Best Management Practices Handbook VEHICLE TRACKING AND DUST CONTROL IN
smart earth solutions SOIL STABILIZATION POROUS PAVEMENTS CONSTRUCTION MATS
smart earth solutions SOIL STABILIZATION POROUS PAVEMENTS CONSTRUCTION MATS our commitment: providing the highest quality products/solutions A RICH HISTORY OF INNOVATION. Presto GEOSYSTEMS long history
STREAMBANK RESTORATION DESIGN
STREAMBANK RESTORATION DESIGN WITH VINYL SHEET PILE GRADE CONTROL STRUCTURES BRUCE M. PHILLIPS, M.S., P.E. ABSTRACT Grade control structures are an effective channel stabilization measure which can eliminate
Curlex Enforcer EROSION CONTROL BLANKET SPECIFICATION
PART I - GENERAL Curlex Enforcer EROSION CONTROL BLANKET SPECIFICATION 1.01 Summary A. The biocomposite Turf Reinforcement Mat (TRM) contains excelsior wood fiber for the purpose of erosion control and
StormwaterWise Landscapes: Pervious Surfaces Specifications
StormwaterWise Landscapes: Pervious Surfaces Specifications Purpose & Benefits Stormwater runoff reduction High pollutant removal Control localized drainage problems Attractive alternative for walkways
Modular Sediment Barriers (Instream)
Modular Sediment Barriers (Instream) INSTREAM PRACTICES Flow Control No Channel Flow Dry Channels Erosion Control Low Channel Flows Shallow Water Sediment Control High Channel Flows Deep Water Symbol Photo
Stormwater Local Design Manual For Houston County, Georgia
Stormwater Local Design Manual For Houston County, Georgia Adopted November 15, 2005 TABLE OF CONTENTS 1. FORWARD... 1 2. GENERAL LEVEL OF SERVICE STANDARDS... 2 2.1. DETENTION REQUIREMENTS... 2 2.1.1.
Conservation Practices for Water Quality: Sediment & Nutrient Control. Trap Sediments/Trap Nutrients on the Field. Improve Soil Health.
Conservation Practices for Water Quality: Sediment & Nutrient Control. Trap Sediments/Trap Nutrients on the Field. Improve Soil Health. Sediment Conservation Cover Cover Crop Critical Area Planting Field
SECTION V CHAPTER 12 STORMWATER POLLUTION PREVENTION POLICY
1. PURPOSE: SECTION V CHAPTER 12 STORMWATER POLLUTION PREVENTION POLICY The purpose of this policy is to establish procedures to facilitate compliance with federal, state and local stormwater regulations
BMP 6.4.4: Infiltration Trench
BMP 6.4.4: Infiltration Trench An Infiltration Trench is a leaky pipe in a stone filled trench with a level bottom. An Infiltration Trench may be used as part of a larger storm sewer system, such as a
4.8. Subsurface Infiltration
4.8. Subsurface Infiltration Subsurface infiltration systems are designed to provide temporary below grade storage infiltration of stormwater as it infiltrates into the ground. Dry wells, infiltration
Solving Slope Protection Problems Geoweb Cellular Confinement System
Solving Slope Protection Problems Geoweb Cellular Confinement System Leaders In Advanced Geotechnology TM Slope Protection An Engineered Framework for Slope Protection The Presto Geoweb Cellular Confinement
CHAPTER 200 STORM SEWER CONSTRUCTION STANDARDS
CHAPTER 200 STORM SEWER CONSTRUCTION STANDARDS Storm Sewer System: 1. Detention/retention of stormwater runoff shall be provided in accordance with the requirements of the DuPage County Countywide Stormwater
Constructed Wetland Pond T-8
Constructed Wetland Pond T-8 Description A constructed wetlands pond is a shallow retention pond designed to permit the growth of wetland plants such as rushes, willows, and cattails. Constructed wetlands
NOVEMBER 2016 GRANDWALL. retaining walls installation guide
NOVEMBER 2016 GRANDWALL retaining walls installation guide RETAINING WALL INSTALLATION GUIDE RETAINING WALL information Austral Masonry Grandwall retaining wall blocks are an ideal choice for retaining
STANDARD CONSTRUCTION DETAILS EROSION CONTROL REVISED - JANUARY 2018
STANDARD CONSTRUCTION DETAILS REVISED - JANUARY 2018 TABLE OF CONTENTS STORM WATER POLLUTION PLAN NOTES - - - - - - - - - - - - - - - - - - - - - - - - - SD-EC01 SILT FENCE NOTES - - - - - - - - - - -
How To Install Your Cambridge Pavingstones System How To Install Your Cambridge Segmental Retaining Wall System
4 How To Install Your Cambridge Pavingstones System Step 1. Preparation: Sketch a diagram of area to be paved. Square off a 90-degree corner. Set stakes for outside perimeters 6 inches away from area.
SOIL EROSION CONTROL PERMIT APPLICATION
SOIL EROSION CONTROL PERMIT APPLICATION Pursuant to Part 91, Soil Erosion and Sedimentation Control, of Act 451 of the Public Acts of 1994, as amended A Soil Erosion Control Permit is required for earth
NEW CASTLE CONSERVATION DISTRICT. through. (Name of Municipality) PLAN REVIEW APPLICATION DRAINAGE, STORMWATER MANAGEMENT, EROSION & SEDIMENT CONTROL
NEW CASTLE CONSERVATION DISTRICT through (Name of Municipality) PLAN REVIEW APPLICATION DRAINAGE, STORMWATER MANAGEMENT, EROSION & SEDIMENT CONTROL Office use only: Received by Municipality: Received by
4.8. Subsurface Infiltration
4.8. Subsurface Infiltration Subsurface infiltration systems are designed to provide temporary below grade storage infiltration of storm water as it infiltrates into the ground. Dry wells, infiltration
MODEL Stormwater Local Design Manual. City of Centerville
MODEL Stormwater Local Design Manual City of Centerville Adopted December 6, 2005 TABLE OF CONTENTS 1. FORWARD... 1 2. GENERAL LEVEL OF SERVICE STANDARDS... 1 2.1. DETENTION REQUIREMENTS... 1 2.1.1. Discharge
Section 401. PIPE CULVERTS
401.02 Section 401. PIPE CULVERTS 401.01. Description. This work consists of constructing pipe culverts of the size and class required, including excavation and backfill. 401.02. Materials. Provide materials
NOVEMBER 2016 MAGNUMSTONE. retaining walls installation manual
NOVEMBER 2016 MAGNUMSTONE retaining walls installation manual AUSTRAL MASONRY CONTENTS Magnumstone Installation Guide 04 Overview 07 Unit Specifications 08 Installation 08 Gravity MagnumStone Wall 16 Geogrid
MOA Project # Golden View Drive Intersection & Safety Upgrades
Appropriate transitions can include extending the insulation beyond the roadway improvements, reducing the insulation thickness, or angling the insulation downward. Use of a frost tolerant section, an
DUKE UNIVERSITY CONSTRUCTION STANDARDS
1 33 40 00 Storm Drainage 1. Introduction A. Duke University is divided into the main areas of the Medical Center, West Campus, Central Campus, and East Campus. The University also includes the Washington
GWINNETT COUNTY STORM SEWER PIPE STANDARDS
1.0 Standard Specifications GWINNETT COUNTY STORM SEWER PIPE STANDARDS 1.1 Unless otherwise specifically set forth herein or in the Gwinnett County Standard Drawings, all of the materials, methods of the
SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS
SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS Section Page 19-1 TRENCH EXCAVATION... 19.1 19-1.01 Exploratory Excavation... 19.1 19-1.02 Trench Width... 19.1 19-1.02.A Storm Drain
Municipality of Waterville Public Sidewalk Repair Policy
Municipality of Waterville Public Sidewalk Repair Policy Purpose - The purpose of this policy is to protect the public health, safety and welfare of the citizens and inhabitants of the Municipality by
Flow Control No Channel Flow Dry Channels Erosion Control Low Channel Flows Shallow Water Sediment Control High Channel Flows [1] Deep Water [2]
![Flow Control No Channel Flow Dry Channels Erosion Control Low Channel Flows Shallow Water Sediment Control High Channel Flows [1] Deep Water [2]](/thumbs/78/76959611.jpg "Flow Control No Channel Flow Dry Channels Erosion Control Low Channel Flows Shallow Water Sediment Control High Channel Flows [1] Deep Water [2]")
Geo Logs (coir logs) INSTREAM PRACTICES Flow Control No Channel Flow Dry Channels Erosion Control Low Channel Flows Shallow Water Sediment Control High Channel Flows [1] Deep Water [2] [1] Geo logs can
a tankage process. delivery. 4. Avoid 6x6 T-bar Page 1 of 7 POLY Tank
You will find the following preliminary tank installation information helpful when making plans for your water storage project. A complete Installation Manual will be forwarded to you upon receipt of a
MACHINE-LAY Installation Manual
MACHINE-LAY Installation Manual PaveDrain Installation Manual Table of Contents Section 1: Base Preparation (pages 3 6) Section 2: Machine-Lay PaveDrain Blocks (pages 8 11) Section 3: Edge Restraints (pages
Camp Creek: Tackling Erosion and Improving Water Quality in a Recreational Playground Mitchellville, Iowa
Camp Creek: Tackling Erosion and Improving Water Quality in a Recreational Playground Mitchellville, Iowa Rachel Conrad, PE, CFM IAFSM March 10 th, 2016 Outline Project Background and Goals Modeling Results
CITY UTILITIES DESIGN STANDARDS MANUAL
CITY UTILITIES DESIGN STANDARDS MANUAL () September 2017 Page Chapter 1 Acronyms and Definitions 1.01 Purpose 1 1.02 Acronyms 1 1.03 Definitions 3 Chapter 2 Introduction 2.01 Purpose 1 2.02 Applicability
Filter Tube Barriers (Instream)
Filter Tube Barriers (Instream) INSTREAM PRACTICES Flow Control No Channel Flow Dry Channels Erosion Control Low Channel Flows Shallow Water Sediment Control High Channel Flows Deep Water Symbol Photo
CHARACTERISTICS CSA A TECHO-BLOC Compressive strength psi [45 MPa] min.
![CHARACTERISTICS CSA A TECHO-BLOC Compressive strength psi [45 MPa] min.](/thumbs/74/69637242.jpg "CHARACTERISTICS CSA A TECHO-BLOC Compressive strength psi [45 MPa] min.")
PATIOS, WALKWAYS, POOLSIDES & STEPPING STONES PHYSICAL AND GEOMETRICAL CHARACTERISTICS CHARACTERISTICS CSA A231.1 2 TECHO-BLOC Compressive strength - 6 500 psi [45 MPa] min. Flexural strength 650 psi [4.5
Erosion and Sediment Pollution Control Guidelines for Residential Lots with soil disturbance of less than 1 acre (see exceptions)
Adams Co. Conservation District 670 Old Harrisburg Road, Suite 201 Gettysburg, PA 17325 Telephone: 334-0636 Fax: 337-0730 www.adamscounty.us Erosion and Sediment Pollution Control Guidelines for Residential
Town of Fortville Utility Street Standards
Town of Fortville Utility Street Standards SECTION 02101 - TEMPORARY EROSION AND DUST CONTROL PART 1 - GENERAL 1.1 DESCRIPTION A. Temporary Erosion and Dust Control measures must meet the current Town
Erosion Control State Standards Sampling of Material Innovations
Erosion Control State Standards Sampling of Material Innovations Greg Halverson Brock White Company Geosynthetics Product Manager 32 nd Annual North Central Local Roads Conference Rapid City, SD - October
Precast Concrete Engineering
Precast Concrete Engineering Begin & End On Time! Information Exchange Not Painful PDH s Earned! Why Design with Precast? Stand out amongst Owners & Contractors Become known for providing VALUE in that
Flood Hazard Assessment Report Falls Gulch, Larimer County, Colorado January 16, 2013
United States Department of Agriculture Natural Resources Conservation Service Denver Federal Center Building 56, Room 2604 P.O. Box 25426 Denver, CO 80225 720-544-2818-OFFICE alton.albin@co.usda.gov Flood
SACHSE EROSION CONTROL GUIDELINES
SACHSE EROSION CONTROL GUIDELINES Section I. Definitions The following words, terms, and phrases, when used in this guideline, shall have the meanings ascribed to them in this Section, except where the
1.02 RELATED WORK: Refer to the following sections for related work: Section 4000-Concrete Materials and Methods
SECTION 2000- EARTHWORK PART 1- GENERAL 1.01 SCOPE: This Section covers excavation, fill, and compaction of earth and rock for roadway, embankments, structural foundations, and planted areas. Topics include
Recommended Resources: The following resources may be useful in teaching this lesson:
Unit E: Basic Principles of Soil Science Lesson 7: Understanding Soil Erosion and Management Practices Student Learning Objectives: Instruction in this lesson should result in students achieving the following
Order of road works and servicing construction to be carried out in accordance with the staged contract construction sequence specified below.
SEDIMENT CONTROL NOTES 1.0 GENERAL 1.1 The Developer and Contractor shall comply with the requirements of all regulatory authorities, federal, provincial and municipal government departments including
WASTEWATER REVIEW CHECKLIST. Project Number: Reviewed By: Telephone:
The City of East Point DEPARTMENT OF WATER AND SEWER 1526 East Forrest Ave. Suite 400 East Point, Georgia 30344 FAX (404) 270-7215 www.eastpointcity.org WASTEWATER REVIEW CHECKLIST Project Name: Tax ID
Channel Stabilization (CS)
Channel Stabilization (CS) Practice Description Channel stabilization is stabilizing a channel, either natural or artificial, in which water flows with a free surface. The purpose of this practice is to
SECTION RIPRAP, BOULDERS, AND BEDDING
SECTION 31 37 00 RIPRAP, BOULDERS, AND BEDDING PART 1 GENERAL 1.01 SECTION INCLUDES A. The WORK includes excavation, grading, and installation of riprap, boulders, soil riprap, void-filled riprap, and
SECTION STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY TECHNICAL CRITERIA TABLE OF CONTENTS PAGE 402 STORM DRAINAGE DESIGN CRITERIA 400-1
CITY OF THORNTON Standards and Specifications Revised: October 2012 SECTION 400 - STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY TECHNICAL CRITERIA TABLE OF CONTENTS PAGE 401 GENERAL PROVISIONS 400-1
SECTION TRENCHING & BACKFILLING
SECTION 02225 - TRENCHING & BACKFILLING 1.0 GENERAL 1.1 Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 1.2 Reference Specifications
CHECK THE LOWER RIGHT CORNER OF EACH DETAIL FOR THE LATEST REVISION.
Standard Drawings Index NOTE: The specifications for materials and workmanship shall conform to the latest edition or the "Standard Specifications for Public Works Construction" published by the North
Gravity Wall. A force to be reckoned with... Gravity (SRW) segmental retaining wall systems are structures
A force to be reckoned with... Gravity (SRW) segmental retaining wall systems are structures lower in height that use the FrogStone unit weight combined with gravel core infill to resist earth pressures
EROSION AND SEDIMENT CONTROL
SUDAS Standard Specifications Division 9 - Site Work and Landscaping Section 9040 - Erosion and Sediment Control EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1.01 SECTION INCLUDES A. NPDES General Permit
PART 1 - GENERAL 1.01 General Provisions A. The Conditions of the Contract and all Sections of Division 1 are hereby made a part of this Section.
Specification Sheet Grass Paver TECHNICAL SPECIFICATION - Grass Covered Flexible Porous Paver with 92% Void Space and Soil Conditioner/Fertilizer Mixture CSI Master Format 32 12 43 Flexible Porous Pavement
GEOWEB load support OVERVIEW
SOIL STABILIZATION GEOWEB load support OVERVIEW THE GEOWEB SYSTEM LOW-COST LOAD SUPPORT SOLUTIONS The Presto GEOWEB load support system is a highly effective, economical solution to road, parking, and