Use of Corrugated HDPE Products
|
|
|
- Ethan Summers
- 9 years ago
- Views:
Transcription
1 Chapter 3 Use of Corrugated HDPE Products Orin Bennett
2 USE OF CORRUGATED HDPE PRODUCTS Corrugated HDPE Pipe Characteristics High-density polyethylene (HDPE) is a versatile material and has some ideal characteristics for use in underground structures. HDPE pipe is relatively lightweight allowing for easier and less costly transportation and installation costs. It is not brittle and therefore not susceptible to cracking during pipe handling and installation activities. Once formed into a pipe, HDPE has a smooth surface, which is resistant to abrasion, corrosion and chemical scouring. The smooth surface provides excellent pipeline flow characteristics. HDPE pipe is structurally strong and has the ability to support large loads. HDPE has the ability to relax under stress. This characteristic provides advantages for underground structures and also helps define limitations of use. As HDPE pipe is loaded, the pipe relaxes immediately, and over time, allows the load to be transferred to the adjacent soil. This characteristic allows the pipe to off-load points of local stress. Stress relaxation may result in slight pipe reformation over time to accommodate inplace loading conditions. Such re-formations are believed to cause long-term structural stability. Corrugated HDPE is an excellent choice for gravity flow or low-head pipeline situations. The structural stability of corrugated HDPE pipe is produced by three pipe designs. According to AASHTO M294, they are defined as: Type C This pipe shall have a full circular cross section, with an annular corrugated surface both inside and outside. Type S This pipe is a full circular dual-wall cross section, with an outer corrugated pipe wall and a smooth inner liner. Type D This pipe is a circular cross section consisting of an essentially smooth inner wall joined to an essentially smooth outer wall with annular or spiral connecting elements.
3 Figure 3-1 Figure 3-1: Type C HDPE Pipe with Interior and Exterior Corrugations Typically, Type C pipe with interior and exterior corrugated walls is available in 3-inch through 24-inch diameters. Interior and exterior corrugated pipe in smaller diameters are connected with separate snap-on connections with no gasket. In larger diameters, the connections are made with corrugated bands secured with plastic ties. The specific design of the pipe as shown in Figure 3-1 varies by manufacturer. Each section is associated with specific structural properties and performance characteristics. Those characteristics are available from the manufacturer for use in load calculations.
4 Figure 3-2 Figure 3-2: Type S HDPE Pipe with Corrugated Exterior and Smooth Interior Pipe manufacturers provide various pipe joining methods depending on the pipe style and project requirements. Coupling bands, with or without a gasket, wrap around the pipe and are secured with plastic ties. Gasketed bell and spigot joints are also widely used. Nonrated and nonpressure tested watertight joints are suitable for the majority of nonpressure (gravity flow) drainage applications and typically do not experience significant leakage. For environmental and other reasons, most manufacturers also have a pressure-rated watertight joint suited for nonpressure applications. Joints are rated at either 10.8 psi or 5.0 psi when tested in accordance with ASTM D 3212.
5 Figure 3-3 Figure 3-3: Use of a Gasketed Coupling for HDPE Sewer Pipeline Application Although HDPE pipe products are versatile, the primary use of corrugated HDPE is for gravity flow water management. Examples of these water management systems include: storm drainage subsurface drainage sanitary sewers leachate collection detention/retention stormwater management systems Storm Drainage Corrugated HDPE has become the pipe of choice for many of these drainage applications. Stormwater systems require a wide range of pipe sizes and cover requirements in both landscaped and parking areas. Corrugated HPDE is a durable and cost-effective pipe material for these on-site drainage facilities. The pipe materials approved for drainage conveyance in public rights-of-way are determined by the jurisdiction responsible for maintenance of such facilities. HPDE has been used for highway and roadway drainage culverts and storm drainage
6 systems for more than 20 years. Most state Departments of Transportation, cities and counties have included HDPE in their Departments Standard Construction Specifications. Installations have included culverts under very high fills and under minimal cover. Many installations have been monitored and have demonstrated satisfactory to exceptional performance. Concerns of insufficient strength, cracking and deterioration over time have proven to be unwarranted. Figure 3-4 Figure 3-4: Highway Drainage Culvert with HDPE Flared End Section Subsurface Drainage Corrugated HDPE pipe can also be produced with perforations. The perforations allow subsurface water to be collected and transplanted to favorable locations for discharge. Subdrainage systems are used to collect leachate under landfill sites. Subdrainage systems also are used to control and direct underground water transport and to encourage proper surface water percolation in golf courses, athletic fields, hillside development projects and in agricultural fields. Often, subdrainage systems are used to lower the groundwater table. For athletic field development, subdrainage systems have been connected to air vacuum systems to encourage the downward movement of surface and subsurface water.
7 Perforated corrugated HDPE pipe is often used to control water levels in agricultural land. Perforated pipe is installed to collect and transport subsurface drainage and/or groundwater or to control the depth to groundwater. Sanitary Sewers HDPE pipe is an ideal septic system leach pipeline material. One type of HDPE pipe has been specifically designed with special perforations to allow percolation. Leachate Collection The mining industry has a special application of subdrainage that is ideal for corrugated HDPE perforated pipe. A technique called heap leaching is used to recover low-grade deposits of copper, gold and silver. A cyanide solution sprayed over soil containing gold or silver converts the minerals to a chemical compound. The solution is collected in a perforated pipe subdrainage system and transported to ponds. The gold or silver is recovered from the ponds using carbon absorption or precipitation. HDPE is well-suited to this process because it is highly resistant to chemical attack. Tests have shown little or no degradation of HDPE with long-term exposure to a ph range from 1.5 to Detention/Retention Storm Water Management Systems Current regulations in most areas limit the rate of storm water runoff as well as the level of pollutants allowed in discharged storm water. Urbanization of land can dramatically alter the natural movement of water. When runoff is transported away from critical areas, it can cause problems where recharge of aquifiers is necessary to maintain a steady groundwater supply. To counter these problems, storm water retention systems hold runoff until the surrounding soil can accept it via percolation, allowing aquifiers to be recharged. In other cases, the existing storm drainage trunk system is not designed to accept increased peak flow and the runoff must be retained until the peak flow has subsided. Many jurisdictions require developers of projects to assure that downstream peak storm discharge flows remain the same after development. Storm water retention and detention systems can be either above-ground ponds or subsurface piping. Ponds are the least prone to early siltation and clogging, but could present child safety and long-term aesthetic problems such as insect breeding, weed growth, odor and refuse control. Subsurface retention/detention systems use available land efficiently at a low maintenance cost, while posing little or no public safety or aesthetic problems. Underground storage facilities developed by placing several pipes in series is a common use of corrugated HDPE pipe.
8 Figure 3-5 Figure 3-5: On-Site Storm Water Detention Facilities Other Systems Corrugated polyethylene pipe is used in a wide variety of other applications, several of which are described below. Contact the manufacturer for detailed information for these and other applications. Roof Leader and Landscape Area Drainage Residential, industrial and commercial buildings all have demand for roof leader and landscape area drainage facilities. Small diameter corrugated interior and exterior HDPE is the most commonly used product available for these types of uses. The combination of flexibility, durability and strength is not offered by other materials. Ventilation Systems Perforated corrugated HDPE pipe also has become the product of choice for ventilation systems. Pipe placed in the bottom of grain storage bins introduce air via blowers to evaporate moisture from the grain piles. Another application utilizes perforated HDPE pipe to collect air from the discharge of an air scrubber for disbursement under a filter media to remove contaminant particles.
9 Earth Cooling Tubes Earth cooling tubes are a viable method for space cooling, and are being used as an alternative to conventional air conditioning. In these systems, warm air is moved through the cool earth via tubes. The air is then used to achieve a cooling effect. Corrugated polyethylene tubing is particularly suited for this application because the corrugations provide a greater surface area for the heat transfer process to take place. Floating Systems HDPE is resistant to corrosion and chemical attack. Those properties, along with its relative light weight, has allowed it to be used as a holding vessel for floats. Polystyrene-filled corrugated HDPE pipe is used as floats in various applications. A common use of these floats is as pontoons for floating boat docks. Various dock materials are easily attached to the corrugated HDPE pontoons of any length to form the appropriately shaped floating dock. Similar floats also have been used to provide the support for polyurethane covers of liquid waste and chemical storage ponds. Figure 3-6 Figure 3-6: HDPE Pipe Used for Floating Dock Construction
10 Subsurface Irrigation and Drainage Relining of Failed Pipes with Corrugated HDPE Corrugated HDPE pipe can be used as a structural insert inside failing culverts, storm drains or sewers made of corrugated metal or concrete. The HDPE pipe becomes the load-bearing structure after the annulus is filled with grout. Corrugated HDPE pipe with a smooth interior must be inserted from a pit, or at the end of the existing culvert. The inserted HDPE pipe will reduce the original inlet area. If the reduction is too drastic, a short, specially designed HDPE taper may be attached to the inlet end to increase the inlet area. Aeration in Sewer Sludge Composting Perforated corrugated polyethylene pipe is an integral component when composting sewer sludge. The perforations allow controlled aeration of the sludge. Many communities have found that they can compost sewer sludge and market the finished compost.
HDPE PRODUCTS QUALITY, PERFORMANCE AND ECONOMY COMBINED
QUALITY, PERFORMANCE AND ECONOMY COMBINED LANE S HDPE DRAINAGE PIPE Scan for more information on Lane s HDPE product line. Lane provides the complete product line to meet all your HDPE drainage needs -
Native InDesign 2890 SaniTite Brochure 1/8" 100 300 CMYK April 17, 07
Sanitary Sewer Pipe Tough pipe for a tough environment SaniTite Sanitary Sewer Pipe delivers the features that engineers, contractors and municipalities demand durability, performance, handling, toughness
SECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS
SECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. The requirements for pipe material and installation in sewer and drainage collection systems. All materials
DIVISION 4300 STORM DRAINAGE
DIVISION 4300 STORM DRAINAGE SECTION 4305 STORM SEWER PART 1 - GENERAL 1.01 SCOPE This section covers the construction of storm sewers for the collection and transport of stormwater runoff. 1.02 REFERENCES
The Most Advanced Name in Drainage Systems. Sanitary Sewer Pipe
The Most Advanced Name in Drainage Systems Sanitary Sewer Pipe SaniTite Sanitary Sewer Pipe delivers the features that engineers, contractors and municipalities demand durability, performance, handling,
SECTION 02612 NONREINFORCED CONCRETE SEWER PIPE
SECTION 02612 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Furnishing and installing nonreinforced concrete sewer pipe. Provide concrete sewer pipe less than 12 inches in diameter, and in other sizes
DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS
DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS Phase I MS4 permits require continuous updating of the stormwater system inventory owned and operated by the MS4. They also include inspection
ITD Pipe Materials Selection & Specification Procedures. July 2011
ITD Pipe Materials Selection & Specification Procedures July 2011 INTRODUCTION: This technical memorandum is written as a guide to the selection of compliant pipe materials and the elimination of non-compliant
TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe
TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe TN 5.14 February 2010 Introduction It may be at times necessary, in an aging infrastructure, to rehabilitate drainage and sanitary lines
BEST PRACTICE GUIDELINES FOR CULVERT LINER SELECTION
BEST PRACTICE GUIDELINES FOR CULVERT LINER SELECTION GENERAL Rehabilitation of culverts with pipe liners is one of several methods available for extending the life of an existing culvert. It is often cost
ENGINEERED SOLUTIONS. A2 Liner Pipe for Trenchless Technology
ENGINEERED SOLUTIONS A2 Liner Pipe for Trenchless Technology A2 Liner Pipe Restores Deteriorated Sewers Cost-Effective Rehabilitation The increasing rate of sanitary and storm sewer deterioration requires
SUBDRAINS AND FOOTING DRAIN COLLECTORS. A. Construct subdrains, subdrain cleanouts and outlets, and footing drain collectors.
SUBDRAINS AND FOOTING DRAIN COLLECTORS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subdrains B. Subdrain Cleanouts and Outlets C. Footing Drain Collectors D. Storm Sewer Service and Connections 1.02 DESCRIPTION
Wastewater Capital Projects Management Standard Construction Specification
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,
The Most Advanced Name in Drainage Systems. Geotextile Products
The Most Advanced Name in Drainage Systems Geotextile Products ADS MEETs YOUR Geotextile NEEDS Advanced Drainage Systems, Inc. (ADS) single wall and N12 dual wall pipe have become the industry standard
4.3 Cisterns and Rain Barrels
4.3 Cisterns and Rain Barrels Rain barrels, cisterns, and tanks are structures designed to intercept and store runoff from rooftops. Rain barrels are used on a small scale while cisterns and tanks may
Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING
Storm Sewer Trenchless Upgrade Alternatives and Recommendations
Storm Sewer Trenchless Upgrade Alternatives and Recommendations Background Approximately 1,930 feet of the 40-inch and 42-inch CMP storm sewer pipe from manhole M22 to manhole M12 will be evaluated for
Section 2100-Trenching and Tunneling
SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial
BMP #: Dry Wells / French Drains
Structural BMP Criteria BMP #: Dry Wells / French Drains A Dry Well, or French Drain, is a variation on an Infiltration Trench that is designed to temporarily stores and infiltrate rooftop runoff. Key
GUIDELINES FOR LEACHATE CONTROL
GUIDELINES FOR LEACHATE CONTROL The term leachate refers to liquids that migrate from the waste carrying dissolved or suspended contaminants. Leachate results from precipitation entering the landfill and
Drainage Solutions and Water Treatment / Single-wall corrugated drainage tubing is ideal for agricultural and. Durable Economical Wide range of sizes
ARMTEC.COM Drainage Solutions and Water Treatment / HDPE DRAINAGE TUBING (BIG O) PRODUCT GUIDE Single-wall corrugated drainage tubing is ideal for agricultural and residential applications Durable Economical
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains
CHAPTER 11 STORM DRAINAGE
CHAPTER STORM DRAINAGE SECTION PC 0 GENERAL 0. Scope. The provisions of this chapter shall govern the materials, design, construction and installation of storm drainage. Storm water discharge shall be
BMP 6.4.6: Dry Well / Seepage Pit
BMP 6.4.6: Dry Well / Seepage Pit A Dry Well, or Seepage Pit, is a variation on an Infiltration system that is designed to temporarily store and infiltrate rooftop runoff. Key Design Elements Fllow Infiltration
SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING
SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories at proposed station areas and locations other than under and immediately adjacent
Interlocking Concrete Pavement Institute (ICPI) Model Stormwater Ordinance for Permeable Interlocking Concrete Pavements August 2010
Interlocking Concrete Pavement Institute (ICPI) Model Stormwater Ordinance for Permeable Interlocking Concrete Pavements August 2010 Background What are permeable interlocking concrete pavements (PICP)?
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant
CULVERT AND STORM SEWER PIPE MATERIAL POLICY ON FEDERALLY FUNDED LOCAL AGENCY PROJECTS UPDATED March 2013
CULVERT AND STORM SEWER PIPE MATERIAL POLICY ON FEDERALLY FUNDED LOCAL AGENCY PROJECTS UPDATED March 2013 Background Section 5514, a final rule for SAFETEA-LU was issued on November 15, 2006 and became
Type of Sewer Systems. Solomon Seyoum
Type of Sewer Systems Solomon Seyoum 0 Learning objectives Upon completion of this lecture, the participants will be able to differentiate between types of sewer systems and discuss different aspects of
SEPTIC SYSTEMS. 1. Building sewer connects the building plumbing to the septic tank.
SEPTIC SYSTEMS Who Has A Septic System? Approximately 30 percent of Connecticut s population is served by on-site subsurface sewage disposal systems (a.k.a. septic systems). This means a large percentage
SECTION 33 11 00.11 POLYVINYL CHLORIDE (PVC) PIPE
SECTION 33 11 00.11 POLYVINYL CHLORIDE (PVC) PIPE PART 1: GENERAL 1.01 SECTION INCLUDES PVC pressure pipe and fabricated fittings in nominal sizes 4-inches through 12-inches with cast iron pipe equivalent
N-12 Pipe. The high-performance future of engineered drainage
N-12 Pipe The high-performance future of engineered drainage The new standard in drainage pipe Every day for more than 30 years, Advanced Drainage Systems corrugated high density polyethylene (HDPE) pipe
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary
DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES
SECTION INCLUDES Domestic Water Fire Water Service Water Well Sanitary Sewer Storm Drains Foundation Drainage RELATED SECTIONS 03 30 00 Concrete 21 00 00 Fire Suppression - Sprinklers 22 00 00 Plumbing
Oil and Gas Pipeline Design, Maintenance and Repair
Oil and Gas Pipeline Design, Maintenance and Repair Dr. Abdel-Alim Hashem Professor of Petroleum Engineering Mining, Petroleum & Metallurgical Eng. Dept. Faculty of Engineering Cairo University [email protected]
CHAPTER 11 STORM DRAINAGE
CHAPTER 11 STORM DRAINAGE SECTION 11 GENERAL 11.1 Scope. The provisions of this chapter shall govern the materials, design, construction and installation of storm drainage. 11.2 Where required. All roofs,
Fabricated Drainage Products
Fabricated Drainage Products Complete Drainage System Inline Drains are used At the beginning of a drain line Add a new water inlet to an existing drain line using a riser pipe and tee HARCO Surface Drainage
SUMP PUMP. City of Ann Arbor & C O L L E C T I O N S Y S T E M G L O S S A R Y
Foundation A foundation is the bottom part of a building. It s the element that anchors the building to the ground and transmits the building s gravity load directly to the earth. Water damage weakens
Nebraska Department of Roads Drainage and Erosion Control Manual December 2011 Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY
Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY Policy: This policy will replace all previous policies regarding the selection of pipe material for cross drains, drive pipe, drop pipe, storm
Permeable Interlocking Concrete Pavement (PICP) A Low Impact Development Tool Training for Schools and Universities
Permeable Interlocking Concrete Pavement (PICP) A Low Impact Development Tool Training for Schools and Universities Presented by: Interlocking Concrete Pavement Institute The Low Impact Development Center,
PIPE REHABILITATION. Industrial Wastewater Municipal Wastewater Drinking Water Pressure Pipes
PIPE REHABILITATION Industrial Wastewater Municipal Wastewater Drinking Water Pressure Pipes About Us An HDPE after mechanical insertion into an egg-shaped brick work sewer sized 1400 x 2100 mm (or 56
Sustainable Drainage Systems (SUDS) A guide for developers
Sustainable Drainage Systems (SUDS) A guide for developers We are the Environment Agency. It s our job to look after your environment and make it a better place for you, and for future generations. Your
SPR PE Steel Reinforced Liner
ENGINEERED SOLUTIONS SPR PE Steel Reinforced Liner Reline Done Right Contech is your single source for rehabilitation of sanitary & storm sewers, culverts and bridges. Contech Engineered Solutions has
CLACKAMAS COUNTY ZONING AND DEVELOPMENT ORDINANCE
1008 STORM DRAINAGE (3/24/05) 1008.01 PURPOSE To minimize the amount of stormwater runoff resulting from development utilizing nonstructural controls where possible, maintain and improve water quality,
X Planning X Quality X Maintenance & Operations
Delaware Department of Transportation Division of Transportation Solutions Design Guidance Memorandum Memorandum Number 1-20 Revised 1. Road Design Manual 2. Bridge Design Manual 3. Utilities Design Manual
IAC 7/2/08 Agriculture and Land Stewardship[21] Ch 44, p.1
IAC 7/2/08 Agriculture and Land Stewardship[21] Ch 44, p.1 CHAPTER 44 ON-SITE CONTAINMENT OF PESTICIDES, FERTILIZERS AND SOIL CONDITIONERS [Prior to 7/27/88, see 21 Ch 9] PESTICIDES 21 44.1(206) Definitions.
Beacon Hill Sewer District Standard Specifications
Beacon Hill Sewer District Standard Specifications Residential Gravity Side Sewer Including Design Criteria and Standard Construction Drawings Residential Gravity Side Sewer Design Criteria 1. Provisions
Pervious Pavers. By: Rich Lahren. Hebron Brick & Block Supply
Pervious Pavers By: Rich Lahren Hebron Brick & Block Supply Stormwater Management and Control Issues Past emphasis was on flood control Today s emphasis is also on pollution More impermeable areas are
Outdoor Storage of Raw Materials SC-33
Objectives Cover Contain Educate Reduce/Minimize Description Raw materials, by-products, finished products, containers, and material storage areas exposed to rain and/or runoff can pollute stormwater.
Pollution Control NEW! NEW! Stormwater Attenuation Systems Sustainable Urban Drainage Solutions for Domestic & Commercial Applications. klargester.
Pollution Control NEW! NEW! Stormwater Attenuation Systems Sustainable Urban Drainage Solutions for Domestic & Commercial Applications klargester.com Stormwater Attenuation Systems Sustainable Urban Drainage
TECHNICAL SPECIFICATION GUIDE
EzFLOW gravel FrEE FrENCH DrAiN SySTEM EZflow Gravel Free Drain by NDS are geosynthetic aggregate pipe systems for use in drainage applications. With aggregate manufactured from recycled polystyrene, EZflow
SECTION 6A STORM DRAIN DESIGN Mar. 2002 S E C T I O N 6A STORM DRAIN - DESIGN
S E C T I O N 6A STORM DRAIN - DESIGN 6A.l Scope 6A.2 Storm Water Quantity 6A.3 Storm Drain Hydraulics 6A.4 Depths 6A.5 Locations 6A.6 Curved Storm Drains 6A.7 Manholes 6A.8 Catch basins 6A.9 Storm Drain
SPECIFICATIONS FOR SEWER PIPE AND LINING INSERTION - TRENCHLESS; GENERAL GUIDELINES (As Provided by NASSCO)
SPECIFICATIONS FOR SEWER PIPE AND LINING INSERTION - TRENCHLESS; GENERAL GUIDELINES (As Provided by NASSCO) 1 Intent: The intent of trenchless sewer pipe Insertion is to rehabilitate the existing sewer
Repair or Replacement - Band-Aids vs. Surgery
Repair or Replacement - Band-Aids vs. Surgery Using RCP for the Replacement of Failed or Undersized Culverts www.concrete-pipe.org Introduction and Background Our Nation s infrastructure owners are facing
CHAPTER 8 CIVIL DESIGN
CHAPTER 8 CIVIL DESIGN A. GENERAL This Chapter includes standards and design considerations for other civil engineering design in structural, drainage and utilities. Design considerations for electrical
APPENDIX F. RESIDENTIAL WATER QUALITY PLAN: ALLOWABLE BMP OPTIONS
APPENDIX F. RESIDENTIAL WATER QUALITY PLAN: ALLOWABLE BMP OPTIONS The following section provides descriptions, advantages, limitations, and schematics of allowable best management practices (BMPs) for
Ultraviolet (UV) Light Cured Fiberglass Reinforced Cured-In-Place Pipe (CIPP) It is not just for sanitary sewer rehabilitation
Ultraviolet (UV) Light Cured Fiberglass Reinforced Cured-In-Place Pipe (CIPP) It is not just for sanitary sewer rehabilitation Dan Broderick Director of Pipeline Rehabilitation ACHEN-GARDNER ENGINEERING,
SECTION 02630 STORM DRAINAGE SYSTEM
SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE
SECTION 221413 FACILITY STORM DRAINAGE PIPING
SECTION 221413 FACILITY STORM DRAINAGE PIPING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01
SANITARY SEWER SPECIFICATIONS
SANITARY SEWER SPECIFICATIONS OCTOBER 2003 HARVEST-MONROVIA WATER, SEWER, AND FIRE PROTECTION AUTHORITY SECTION 1.00 1.10 Purpose The purpose of this document is to assemble the sewer specifications, policies,
On Site Treatment Systems
On Site Treatment Systems Introduction In cases where houses require to be located in the countryside,(i.e. where no sewerage is available),it is necessary to provide a specific on-site treatment system
Module 3 : Sewer Material. Lecture 3 : Sewer Material
1 P age Module 3 : Sewer Material Lecture 3 : Sewer Material 2 P age 3.1 Important Factors Considered for Selecting Material for Sewer Following factors should be considered before selecting material for
Riprap-lined Swale (RS)
Riprap-lined Swale (RS) Practice Description A riprap-lined swale is a natural or constructed channel with an erosion-resistant rock lining designed to carry concentrated runoff to a stable outlet. This
PROVIDING THE SAFE CHOICE FOR UNDERGROUND PIPE RENEWAL, INTEGRITY MANAGEMENT AND ASSET RELIABILITY
PROVIDING THE SAFE CHOICE FOR UNDERGROUND PIPE RENEWAL, INTEGRITY MANAGEMENT AND ASSET RELIABILITY Cured-In-Place Pipe Pressure & Gravity Lines Pipe Splitting Trenchless Pipe Replacement EcoCast Advanced
PRECAST CONCRETE BOX CULVERTS
PRECAST CONCRETE BOX CULVERTS OUTLINE Introduction Applications Manufacturing Methods Design Procedures & Joints Installation Quality Summary INTRODUCTION Four-sided culverts are typically referred to
Homeowners and Home Buyers Guide to Wells and Private Sewage Systems
Homeowners and Home Buyers Guide to Wells and Private Sewage Systems What every homeowner should know about living with a well and a private sewage system. YOUR ENVIRONMENTAL SYSTEMS Out of sight out of
Detention Ponds. Detention Ponds. Detention Ponds. Detention Ponds. Detention Ponds. Detention Ponds. CIVL 1112 Detention Ponds - Part 1 1/12
CIVL 1112 - Part 1 1/12 The water cycle, also known as the hydrologic cycle, describes the continuous movement of water on, above and below the surface of the Earth. The water cycle, also known as the
A HOMEOWNERS GUIDE ON-SITE SEWAGE MANAGEMENT SYSTEMS
GEORGIA DEPARTMENT OF HUMAN RESOURCES ENVIRONMENTAL HEALTH SECTION A HOMEOWNERS GUIDE TO ON-SITE SEWAGE MANAGEMENT SYSTEMS March 12, 2002 WHAT IS AN ON-SITE SEWAGE MANAGEMENT SYSTEM An on-site sewage management
Basement Moisture Problems
Foundations Foundation Purpose The purpose of a foundation is to distribute the weight of a structure securely into the ground. Engineering data regarding soil, rock and water conditions are used to design
Ridgistorm-XL - the latest innovative
Ridgistorm-XL - the latest innovative solution to SUDS and stormwater management Combined with the technical expertise, knowledge and support of Polypipe, Ridgistorm-XL is designed as a bespoke application
Durability and Service Life
Chapter 7 Durability and Service Life Lester H. Gabriel, Ph.D., P.E. DURABILITY AND SERVICE LIFE Durability of Drainage Pipes Durability is the property to resist erosion, material degradation and subsequent
Royal Seal Gasketed Sewer Pipe
Royal Seal Gasketed Sewer Pipe Royal Seal Gasketed Sewer Pipe Royal Seal gasketed sewer pipe with our specially designed Double Seal Locked-In (DSLI ) gasket is an extremely durable pipe with a leak proof
SECTION 9.02 BUILDING SUBSURFACE DRAINS (PERIMETER, ETC.)
CHAPTER 9 SEWER / STORM DRAIN / IRRIGATION LINES SECTION 9.01 GENERAL This section covers the requirements for piping materials and installation of Lehi City sewer, storm drainage and irrigation collection
Florida Department of Environmental Protection
Florida Department of Environmental Protection Background Mobile vehicle and equipment washing involves washing at a location where vehicles are based (such as a trucking company, warehouse, bus station,
Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile
Chapter 3 CULVERTS Description A culvert is a closed conduit used to convey water from one area to another, usually from one side of a road to the other side. Importance to Maintenance & Water Quality
Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe
Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe 1. GENERAL The following supplemental sewer main specifications are intended to address the installation of high-density polyethylene
City of Edmonton Page 1 of 5 Foundation Drain Discharge Collection System Guideline November, 2005
City of Edmonton Page 1 of 5 This guideline will apply to all new developments involving singledetached, semi-detached or duplex houses in the City of Edmonton effective January 1, 2006. Preamble: This
Pipeline Replacement using Relining
Pipeline Replacement using Relining Mark Heathcote, March 2006 Relining of old pipeline systems is becoming an increasingly attractive option to asset owners and operators as an effective alternative to
DAMAGE TO FOUNDATIONS FROM EXPANSIVE SOILS
DAMAGE TO FOUNDATIONS FROM EXPANSIVE SOILS J. David Rogers, Robert Olshansky, and Robert B. Rogers Expansive soils in many parts of the United States pose a significant hazard to foundations for light
PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0
Septic Tank Maintenance Information
Septic Tank Maintenance Information This section has been adapted from materials developed by the Rouge RAP Advisory Council On-site Septic Subcommittee, which included representatives from Oakland, Wayne
SECTION 33 41 03 POLYVINYL CHLORIDE (PVC) PIPE
SECTION 33 41 03 POLYVINYL CHLORIDE (PVC) PIPE PART 1 GENERAL 1.01 SECTION INCLUDES A. This section includes all labor, materials, equipment, and incidentals required and installation of Polyvinyl Chloride
Module 3: Sewer Material Lecture 3: Sewer Material
Module 3: Sewer Material Lecture 3: Sewer Material [NPTEL, IIT Kharagpur, Prof. M.M.Ghangrekar, Department of Civil Engineering Page 1 3.0 SEWER MATERIAL 3.1 Important Factors Considered for Selecting
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES TOXIC/HAZARDOUS MATERIAL TRANSFER FACILITY DESIGN GUIDELINES
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES TOXIC/HAZARDOUS MATERIAL TRANSFER FACILITY DESIGN GUIDELINES 1.0 GENERAL 1.1 Article 12 of the Suffolk County Sanitary Code requires that toxic/hazardous material
STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM
STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM Installed in Pre-engineered Steel Buildings Provides Lowest Cost Construction Method for CORROSIVE AND WET Environments PREFERRED SOLUTIONS, INC.
URBAN DRAINAGE CRITERIA
URBAN DRAINAGE CRITERIA I. Introduction This division contains guidelines for drainage system design and establishes a policy for recognized and established engineering design of storm drain facilities
8-11 Structural Analysis and Fill Height Tables... 42 8-11.1 Pipe Cover... 43 8-11.2 Shallow Cover Installation... 43 8-11.3 Fill Height Tables...
Contents Chapter 8 Pipe Classifications and Materials...1 8-1 Classifications of Pipe... 1 8-1.1 Drain Pipe... 2 8-1.2 Underdrain Pipe... 2 8-1.3 Culvert Pipe... 3 8-1.4 Storm Sewer Pipe... 7 8-1.5 Sanitary
Where life interacts with infrastructure.
Where life interacts with infrastructure. Nu Flow Technologies began as a new technology company in 1998, manufacturing and installing trenchless drain and sewer lining solutions. Today, Nu Flow Technologies
June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL
7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction
Permeable Interlocking Concrete Pavements. The Stormwater Problem
Permeable Interlocking Concrete Pavements The Stormwater Problem 1 Stormwater Management Objectives Water Quantity Accommodate water volumes & peak flows Water Quality Control pollutant levels A Low Impact
THE PROVISIONAL CENTRAL PRODUCT CLASSIFICATION
THE PROVISIONAL CENTRAL PRODUCT CLASSIFICATION GROUP 867 ARCHITECTURAL, ENGINEERING AND OTHER TECHNICAL SERVICES Excerpt from CPCprov-en-Publication.doc - United Nation Statistic Division Group Class Subclass
Use of Green Roofs to Meet New Development Runoff Requirements. Greg Davis Nov. 8, 2007
Use of Green Roofs to Meet New Development Runoff Requirements Greg Davis Nov. 8, 2007 Why green roof? Absorption of precipitation Increased insulation Reduced urban heat island effect Pollutant removal
10/4/2012. 40 slide sample of Presentation. Key Principles to Current Stormwater Management
40 slide sample of Presentation Please contact [email protected] if you would like the complete presentation Key Principles to Current Stormwater Management Distributed Control Measures Integrated
A. Describe the existing drainage patterns on-site as shown on Map I, including any potential flooding and erosion problems.
19. STORMWATER MANAGEMENT A. Describe the existing drainage patterns on-site as shown on Map I, including any potential flooding and erosion problems. The majority of the approximately ±500 acre Property
