12/8/2014. Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA.

Size: px
Start display at page:

Download "12/8/2014. Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA."

Transcription

1 Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA. 1

2 Pipe Bursting A Mature and Diverse Trenchless Technology December 10, :00 3:00 pm Eastern How to Participate Today Audio Modes Listen using Mic & Speakers Or, select Use Telephone and dial the conference (please remember long distance phone charges apply). Submit your questions using the Questions pane. A recording will be available for replay shortly after this webcast. 2

3 Today s Sponsor Ted DeBoda, P.E., Executive Director, NASSCO, Inc. Pipe Bursting A Mature and Diverse Trenchless Technology Today s Presenters George Mallakis TT Technologies Matt Timberlake Ted Berry Company, Inc. Mike Woodcock Portland Utilities Construction Company, LLC 3

4 Pipe Bursting The Basics George Mallakis IPBA Division Chair TT Technologies, Inc. What is Pipe Bursting? Trenchless rehabilitation & replacement technology - staying in the existing pipe and utility corridor Fracture or split existing pipe while simultaneously installing a new factory manufactured pipe Replace aged, deteriorating, and capacity deficient mainline and lateral systems w/ same size or larger diameter pipes 4 inches to over 36 inches in diameter 4

5 Two Main Types of Pipe Bursting Systems Pneumatic Systems Static Systems Pneumatic Pipe Bursting System Constant Tension Winch 5

6 Pneumatic Pipe Bursting System Reversible Pneumatic Systems 6

7 Reversible Pneumatic Systems Constant Tension Winch Reversible Pneumatic Systems 7

8 Reversible Pneumatic Systems Reversible Pneumatic Systems 8

9 Reversible Pneumatic Systems CAPABILITIES: PNEUMATIC SYSTEMS Pipe Burst Existing Fracturable pipes only (VCP, Concrete, Cast Iron, PVC and Asbestos Cement Transite ) New Pipe - HDPE only 9

10 Static Pipe Bursting Systems Static Bursting Step 1 Static Bursting Equip. Static Bursting Step 2 Pipe Static Bursting Equip. 10

11 Static Bursting Step 3 Pipe Static Bursting Equip. Static Bursting 11

12 Capabilities: Static Systems Pipe Burst not only Existing Fracturable Pipe but, also Non-Fracturable Pipe (HDPE, Ductile Iron, Steel) Accessories used to help split mechanical repairs & fittings New Pipe - All types (FPVC, HDPE, Restrained Joint PVC, Ductile Iron, VCP) Attachments to Split Fittings Specialized Tooling 12

13 New Factory Manufactured Pipe Design Considerations 13

14 Classifications of Difficulty and Increase of New Pipe Diameter Expansion Where does it go? 14

15 Burst Depth of Cover 8 Pipe Expander Approx Existing Pipe - Rule of Thumb: 10 x upsize difference in diameters 6 to 8 requires an 11 O.D. expander The differential is 5 (11 expander 6 pipe) 5 x 10 = 50 or 4-2 min. depth to prevent heaving Soil Conditions 15

16 Lubrication Port - Pipe Bursting Construction 16

17 Bypass Systems Service Connections - Laterals 17

18 Crossing Utilities Fuse Pipe 18

19 Pipe Burst New Factory Manufactured Pipe 19

20 Service and Manhole Reconnect Resurface 20

21 Bursting vs. Open Cut Direct Costs Less material removed and replaced Less Dewatering Less equipment and labor Utilizes existing pipe, utility corridor and ROW Lower cost overall Bursting vs. Open Cut Indirect Costs Smaller work zone or footprint Less disturbance to traffic Less time Less Impact to businesses Less emissions lower carbon foot print Green Benefits 21

22 Bursting vs. other rehabilitation options (Slip-lining, CIPP, etc.) No reduction in inside diameter (improved hydraulic capacity) Same size or Increased pipe diameters Factory Manufactured Pipe (vs. field manufactured CIPP, epoxy, and CML, etc.) Hard service reconnects (not simply reinstated ) Better return on investment - engineering economic life (new pipe) Summary Pipe Bursting is Proven, has history, and widely used (not new, you will not be the first!) Effective (it works!) Costs less Lower impact to all New factory manufactured pipe Green Technology environmentally friendly 22

23 Questions? Myths and Misconceptions Matt Timberlake Ted Berry Company, Inc. Livermore, Maine 23

24 Top Pipe Bursting Myths and/or Misconceptions This list was developed through a working committee of the IPBA and outreach to industry professional from all aspects of the industry. 1. General Contractors 2. Specialty Contractors 3. Consulting Engineers 4. Equipment Manufacturers 5. Academia 6. Pipe Suppliers 7. Utility System Owners and Operators Top Pipe Bursting Myths and/or Misconceptions 1. What is trenchless? Is it all No-Dig? 2. Rehabilitation vs. Pipe Bursting What's the difference? 3. Pipe bursting is cost prohibitive. 4. Pipe Bursting should only be used when the existing pipe cannot be dug up and replaced. 5. Pipe Bursting is only practical when you need to upsize the existing pipe to a larger ID. 6. Too many laterals on a segment make pipe bursting not feasible. 7. Line and grade corrections can be controlled by pipe bursting 8. Pipe Bursting is only used in sanitary sewer applications 9. Only HDPE pipe can be used when pipe bursting 10.Ground heave and displacement is common with pipe bursting 24

25 Myth If there is digging, why is pipe bursting called trenchless? Truth The best definition of pipe bursting is that it is Trench-Less not Trench-Free. Pipe Bursting is a type of subsurface construction work that requires few trenches or no continuous trenches. In most cases pipe bursting will reduce the amount of excavation by approximately 80-90% % Excavated Open Cut Excavation Pipe Bursting Approximately 70% of the cost of open excavation construction is simply excavating and replacing the ground dug up during the process. (R. Mohammed et al. 2008) 25

26 Excavation Typical pits include Pipe Insertion Pits Pipe Receiving Pits Service Pits Pits are strategically placed to limit the amounts of excavation required. Myth Pipe bursting and other trenchless rehabilitation methods are comparable technologies 26

27 Truth Pipe bursting is a trenchless REPLACEMENT method REHABILITATION (Insitu-Methods) methods include Structural and Non- Structural CIPP FIPP CML Spray applied epoxies Grouting (test and seal) Truth CIPP is a trenchless REHABILITATION method CIPP New Pipe 27

28 Failed Sanitary Main 6-inch Cast Iron Water Main 28

29 Myth Pipe bursting is cost prohibitive Cost Studies / Regionalization Many existing pipe bursting cost studies and regional comparisons are based on small unit or high risk projects thus disproportionately inflating the unit cost for pipe bursting in an area. Typical 8 water main project Class D 20 sewer main project 29

30 Identify Costs for Pipe Bursting 1. Can it be done? Identify means and method? 2. Is a contractor in your area qualified to perform the work? 3. What are identifiable risks? Are they quantifiable? 4. What type of new pipe material needs to be used? 5. Design Bid Build Vs. Design Build 6. What is surface restoration costs? 7. Size of pipe and size of project? Pipe Bursting Typical Costs Mobilization Excavation Pipe insertion pits Pipe receiving pits Service lateral pits Materials Pipe Aggregates HDPE Fusion Installation Service Laterals reconnection Site restoration and pavement 30

31 Truth Pipe bursting IS a cost effective method of pipe replacement. What are ALL the costs? Contract value = X Social value = Y Environmental value = Z X + Y + Z = Total Project Impact Construction Costs The cost of trenchless technologies and primarily pipe bursting is coming down in North America. Contrary to that the costs of open cut construction are becoming more expensive due to the increased cost of fuel, disposal, environmental, and social impacts. Open Cut Costs Pipe Bursting Costs 31

32 Myth Pipe Bursting should only be used when the existing pipe cannot be dug up and replaced. Truth Pipe Bursting can and should be considered when any/all of the following are taken into consideration Is pipe located in a environmentally sensitive area? Is pipe located in a high traffic area? Is disruption to the public not desirable? Are surface restoration costs high? Is a reduced construction schedule desirable? Is replacing the pipe in the same trench without securing additional utility easements desirable? Is a reduction in greenhouse emissions from the project desirable? Is an alternative method desirable? Pipe is at or near capacity and the ID must be increased. 32

33 Myth Pipe Bursting is only practical when you need to upsize the existing pipe to a larger ID Truth Approximately 80% of pipe bursting completed in the United States is size on size pipe bursting where the newly installed pipe has the same ID as the existing pipe. % of market Class A- B Class C Class D % of market Class A-B 80 Class C 19 Class D 1 Typical breakdown of 100 pipe bursting projects 33

34 Myth Pipe Bursting is only practical where there are not many service connections. Typical insertion pit for HDPE pipe bursting. Typical insertion pit and service pits after final restoration. Truth In all cases the number of service connections will increase the unit cost of pipe bursting as each will need to be excavated and individually connected, however it will NOT always result in a project cost higher or more disruptive than traditional open cut or CIPP A typical service lateral pit is +/- 4 feet x 4 feet Do the math on quantities and total project duration. Much like with typical CIPP reinstatement laterals are on a per each unit cost Additional benefits include a new hard connection of the newly installed pipe to the service lateral 34

35 Case Study SEWER Nantucket, Massachusetts Replaced +-7,000 LF of 6-12-inch VCP Myth Pipe Bursting will remove sags in an existing gravity sewer line. (line and grade corrections?) 35

36 Truth Pipe bursting can remove sags and deflections in a line; however the process has no consistent method for grade control or realignment and should not be considered where correcting the existing line and grade of the pipe is essential. It is essential to identify areas of deficiencies in pre-bid CCTV inspection, and bid documents clearly define areas where corrections in grade are required that may require localized excavation to correct and reset line and grade. Myth Pipe Bursting is only used in sanitary sewer applications 36

37 Truth Pipe Bursting of municipal potable water and gas mains is wildly popular in Europe and gaining acceptance throughout North America. Typical water mains constructed of Cast Iron Pipe, PVC, or Asbestos Cement are in most cases bursted with ease and the ability to increase the ID of the pipe allows for correction of hydraulic and structural deficiencies where insitu methods like Cement Mortar Lining (CML) can only restore design flows at best. Water Main Pipe Bursting Typical cast iron water main condition. 37

38 Water Main Pipe Bursting Replacing 6 CI with new 8 HDPE Myth You can only install HDPE pipe with Pipe Bursting 38

39 Truth Advancement in pipe materials and compatibility with pipe bursting systems makes a number of types and makes of pipes applicable for pipe bursting in water, sewer, and gas mains. PVC (static installation only) Continuous Fusible (FPVC ) Segmental DI VCP Others coming to market Successes Fusing 12-inch HDPE water main Landing 12-inch FPVC 39

40 Myths The ground will heave up during the pipe bursting process Insufficient ground cover for expansion Typical Expansion 40

41 Depth of Cover and Potential Impact Zone Expander Head OD Existing Pipe ID x (10 to 12 )* = Calculated minimum depth of cover and potential impact zone *actual will vary based on actual geotechnical conditions Examples Theoretical Versus Actual 41

42 Truth Pipe Bursting design and execution requires a thorough understanding of the process and how certain types of soils will react to the pipe bursting process. Ground heave is possible if the volumetric displacement of the soil above the bursting head is greater than the required depth of cover. An expansion head of 20-25% larger than the OD of the new pipe being installed will determine the potential for ground heave coupled with the type of soil in the existing trench. In conclusion The highest ability to influence the cost of a project takes place in the design stage. Dr. Alan Atalah, P.E. The highest ability to influence the cost of a pipe bursting project takes place in the design stage. Matt Timberlake, Contractor 42

43 Questions? Matt Timberlake Vice President and Senior Project Manager Ted Berry Company Inc. Livermore, Maine USA The Bread & Butter Benefits of Pipe Bursting Mike Woodcock Portland Utilities Construction Company, LLC Matt Timberlake Ted Berry Company, Inc. 43

44 PIPES are Everywhere! What are the practical options for replacement, rehabilitation, or renewal? Where, When, & Why are the benefits of Pipe Bursting realized in the real world. The Bread and Butter Benefits Of Pipe Bursting Why/When Is Pipe Bursting the Method of Choice 1. Utilizes the Original Trench/Easement 2. Smaller Footprint 3. Less Expensive 4. Better Return On Investment Over Other Rehab Methods 5. Upsizing 44

45 1. Utilizes the Original Trench Easements Pipe Bursting is Easier to Design, Plan, & Execute 2. Smaller Footprint Pipe Bursting allows for flexibility of access points and areas where excavation can take place 45

46 2. Smaller Footprint Less Disruptive to Residents 2. Smaller Footprint Less Disruptive to Businesses 46

47 2. Smaller Footprint Less Disruptive to Traffic 3. Less Expensive Smaller Foot Print = Less Restoration = Less Expensive 47

48 3. Less Expensive Smaller Foot Print = Less Restoration = Less Expensive Savings are realized for the following; 1. Stone Backfill 2. Asphalt Pavement 3. Concrete Restoration 4. Easements Clearing/Landscaping/Fencing 5. Utility Relocation 6. Traffic Control 7. Bypass During Construction Envision How Open Cut Replacement Would Look 48

49 After Much Less Stone & Asphalt Used 4. Better Return On Investment Over Other Rehab Methods Pipe Bursting Replaces the Existing Pipe for Almost the Same Costs As Other Rehab Methods New Pipe The Cost of Point Repairs on a CIPP Project Often Off-set the Potential Savings of CIPP ($3,000 Point Repair = $10 Per LF on a 300 LF section of Pipe) 49

50 4. Better Return On Investment Over Other Rehab Methods Programs That Take This Approach City of Houston, Texas Almost 1,000,000 LF of Size On Size Pipe Bursting per Year Knoxville Utilities Board Bid Pipe Bursting VS CIPP Less Than 10% Difference Jacksonville Electric Authority (JEA) Design Criteria Pipe Burst CIPP Open Cut 5. Upsizing Size On Size, One Upsize, Two Upsize, Three Upsize 50

51 5. Upsizing 36-inch to 42-inch Upsize Dallas, TX Case Study SEWER 51

52 Case Study SEWER Service Excavation Receiving Manhole Case Study SEWER Receiving manhole Lateral Connections 52

53 Case Study SEWER Foot Pull Lengths 7-inch Diameter Tool Replaced 100,000 LF of 8-, 10-, & 12-inch, mostly 8- inch Case Study SEWER FORCE MAIN 9000 LF 36-inch Hobas to 42-inch HDPE DR Foot Pulls Capital Circle BLVD Flowable Fill Required 53

54 Case Study WATER 1,200+ LF of 8-inch CI Installed new 8-inch FPVC Case Study SEWER Nantucket, Massachusetts Replaced +-7,000 LF of 6-12-inch VCP 54

55 Case Study SEWER Replace existing 15-inch VCP Pneumatic Case Study SEWER 10-inch VCP Sanitary Sewer No Flamingo's were harmed during the replacement of this utility!! 55

56 Case Study SEWER 8-inch CI to 10-inch HDPE Force Main Case Study SEWER Insertion pit VERY tight easement 56

57 Case Study SEWER Start Finish PLAN FOR SUCCESS Questions? 57

58 58

59 Upcoming Trade Shows 59

60 Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA. 60

A Revolution for Telecom, Electric, Gas, & Water"

A Revolution for Telecom, Electric, Gas, & Water "Pipe Bursting A Revolution for Telecom, Electric, Gas, & Water" Presented by the Leadership of the IPBA International Pipe Bursting Association A Division of NASSCO National Association of Sewer Service

More information

Analyzing The Bread & Butter Benefits of Sewer Main Pipebursting. Matt Werth General Manager PM Construction

Analyzing The Bread & Butter Benefits of Sewer Main Pipebursting. Matt Werth General Manager PM Construction Analyzing The Bread & Butter Benefits of Sewer Main Pipebursting Matt Werth General Manager PM Construction Pipebursting is the answer to many very difficult rehabilitation needs where there are almost

More information

Pipe Bursting. Case Study at Zeeland, MI Collections Seminar September 6, 2012. Presentation Agenda. What is Pipe Bursting? What is Pipe Bursting?

Pipe Bursting. Case Study at Zeeland, MI Collections Seminar September 6, 2012. Presentation Agenda. What is Pipe Bursting? What is Pipe Bursting? Pipe Bursting Case Study at Zeeland, MI Collections Seminar September 6, 2012 By: Brian Hannon, PE and John Racek, PE Presentation Agenda What is Pipe Bursting? History of Pipe Bursting Types of Pipe Bursting

More information

Sewer Rehabilitation Design Requirements

Sewer Rehabilitation Design Requirements Sanitary Sewer Overflow (SSO) Control and Wastewater Facilities Program Sewer Rehabilitation Design Requirements City of Baton Rouge/Parish of East Baton Rouge Department of Public Works Submitted by Prepared

More information

INTERNATIONAL PIPE BURSTING ASSOCIATION. Guideline for Pipe Bursting

INTERNATIONAL PIPE BURSTING ASSOCIATION. Guideline for Pipe Bursting INTERNATIONAL PIPE BURSTING ASSOCIATION Prepared for: The International Pipe Bursting Association (IPBA) www.nassco.org/about_nassco/an_div_ipba.html Division of NASSCO 11521 Cronridge Drive, Suite J Owings

More information

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation 644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING

More information

Storm Sewer Trenchless Upgrade Alternatives and Recommendations

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

More information

Greensboro s Pilot Program for Water Pipe Bursting Leads to Expanded City Wide Program

Greensboro s Pilot Program for Water Pipe Bursting Leads to Expanded City Wide Program North American Society for Trenchless Technology (NASTT) NASTT s 2013 No-Dig Show Sacramento, California March 3-7, 2013 TA-T3-05 Greensboro s Pilot Program for Water Pipe Bursting Leads to Expanded City

More information

Pipe bursting provides viable alternative for rehab work By Greg Key, U.S. Pipe

Pipe bursting provides viable alternative for rehab work By Greg Key, U.S. Pipe Pipe bursting provides viable alternative for rehab work By Greg Key, U.S. Pipe As the Environmental Protection Agency tightens groundwater quality regulations, old leaking sewers lines made of pipe clay,

More information

1.3.2 Method of construction and restoration of existing water service connections. This shall include:

1.3.2 Method of construction and restoration of existing water service connections. This shall include: 1.0 GENERAL 1.1 DESCRIPTION: This specification shall cover the rehabilitation of existing water lines using the GRUNDOCRACK PIPE BURSTING SYSTEM. Pipe bursting is a system by which the pneumatic bursting

More information

WEFTEC.06. Kent Von Aspern,* Collins Orton** *Carollo Engineers 2700 Ygnacio Valley Rd Suite 300 Walnut Creek, CA 94598

WEFTEC.06. Kent Von Aspern,* Collins Orton** *Carollo Engineers 2700 Ygnacio Valley Rd Suite 300 Walnut Creek, CA 94598 Lessons Learned from Large Diameter Sanitary Sewer Pipe Bursting Project: Conversion of Abandoned Gravity Sewer Main Into Upsized Sanitary Force Main South San Francisco, CA Kent Von Aspern,* Collins Orton**

More information

Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe

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

More information

FY08 SEWER POINT REPAIRS BID TABULATION

FY08 SEWER POINT REPAIRS BID TABULATION 6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "

More information

Guideline Specification for the Replacement of Mainline Sewer Pipes By Pipe Bursting

Guideline Specification for the Replacement of Mainline Sewer Pipes By Pipe Bursting Guideline Specification for the Replacement of Mainline Sewer Pipes By Pipe Bursting Setting the Industry Standard for the Rehabilitation of Underground Utilities The International Pipe Bursting Association

More information

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) 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

More information

INTERNATIONAL PIPE BURSTING ASSOCIATION. Guideline for Sewer Lateral Pipe Bursting

INTERNATIONAL PIPE BURSTING ASSOCIATION. Guideline for Sewer Lateral Pipe Bursting INTERNATIONAL PIPE BURSTING ASSOCIATION Guideline for Sewer Lateral Pipe Bursting Prepared for: The International Pipe Bursting Association (IPBA) www.nassco.org/about_nassco/an_div_ipba.html Division

More information

Pipe Bursting Water Lines with Confidence

Pipe Bursting Water Lines with Confidence North American Society for Trenchless Technology (NASTT) NASTT s 2014 No-Dig Show Orlando, Florida April 13-17, 2014 Paper MM-T4-03 Pipe Bursting Water Lines with Confidence Tracy Weaver, Portland Utilities

More information

PLANNING CAREFUL NORTH VANCOUVER PIPE BURST REQUIRES

PLANNING CAREFUL NORTH VANCOUVER PIPE BURST REQUIRES WATER & SEWER REHAB TECHNOLOGIES NORTH VANCOUVER PIPE BURST REQUIRES CAREFUL PLANNING Close proximity to storage silos, poor ground conditions and clogged storm sewer pipe puts trenchless contractor to

More information

Sewer Line Rehabilitation

Sewer Line Rehabilitation 1.0 GENERAL 1.1 DESCRIPTION: This specification shall cover the rehabilitation of existing sanitary sewers using the GRUNDOCRACK PIPE BURSTING SYSTEM. Pipe bursting is a system by which the pneumatic bursting

More information

TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth

TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth TABLE OF CONTENTS NO. MP-1 MP-2 MP-3 MP-4 MP-4.01 MP-4.02 MP-4.03 MP-5 MP-5.01 MP-5.02 MP-5.03 MP-5.04 MP-5.05 MP-5.06 MP-5.07 MP-5.08 MP-5.11 MP-5.12 MP-5.13 MP-5.14 MP-5.15 MP-5.16 MP-5.18 MP-5.19 MP-5.20

More information

Pneumatic Pipe Bursting

Pneumatic Pipe Bursting A Guide to Pneumatic Pipe Bursting with the GRUNDOCRACK SYSTEM Table of Contents 1) Foreword...4 2) Company Background...5 3) Pipe Bursting History...6 4) GRUNDOCRACK Concept...7 5) Project Considerations...

More information

Rehabilitation Alternatives. MWEA Collection System Seminar October 1, 2009

Rehabilitation Alternatives. MWEA Collection System Seminar October 1, 2009 Rehabilitation Alternatives MWEA Collection System Seminar October 1, 2009 Overview Types of Rehabilitation Trenchless Categories On-Line Replacement In-Situ Options Selecting the Best Solution Types of

More information

LEE S SUMMIT USES PIPE BURSTING TO BROADEN ITS ASSET MANAGEMENT TOOLBOX AND REHABILITATE POTABLE WATER DISTRIBUTION SYSTEM

LEE S SUMMIT USES PIPE BURSTING TO BROADEN ITS ASSET MANAGEMENT TOOLBOX AND REHABILITATE POTABLE WATER DISTRIBUTION SYSTEM North American Society for Trenchless Technology (NASTT) No-Dig Show 2010 Chicago, Illinois May 2-7, 2010 Paper D-4-02 LEE S SUMMIT USES PIPE BURSTING TO BROADEN ITS ASSET MANAGEMENT TOOLBOX AND REHABILITATE

More information

REVIEW OF TRENCHLESS TECHNIQUES FOR THE REHABILITATION OF SEWERS. Gerhard (Gerry) P. Muenchmeyer, P.E. Muenchmeyer Associates, LLC

REVIEW OF TRENCHLESS TECHNIQUES FOR THE REHABILITATION OF SEWERS. Gerhard (Gerry) P. Muenchmeyer, P.E. Muenchmeyer Associates, LLC REVIEW OF TRENCHLESS TECHNIQUES FOR THE REHABILITATION OF SEWERS Gerhard (Gerry) P. Muenchmeyer, P.E. Muenchmeyer Associates, LLC What is really out there? DO YOU DIG IT? INDUSTRY CONCERNS UNEXPECTED DEVELOPMENTS

More information

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 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

More information

Mainline Pipe Rehabilitation Using Cured-in-Place Pipe (CIPP) & Folded Pipe Technology

Mainline Pipe Rehabilitation Using Cured-in-Place Pipe (CIPP) & Folded Pipe Technology 2007 Pumper & Cleaner Environmental Expo International Wednesday February 7, 2007 Mainline Pipe Rehabilitation Using Cured-in-Place Pipe (CIPP) & Folded Pipe Technology What is Cured-In-Place Pipe (CIPP)

More information

Session: HDPE Pipe Test Rafael Ortega, Vice President, Lockwood, Andrews & Newnam

Session: HDPE Pipe Test Rafael Ortega, Vice President, Lockwood, Andrews & Newnam Session: HDPE Pipe Test Rafael Ortega, Vice President, Lockwood, Andrews & Newnam Education Master of Business Administration University of Houston, 1985 Bachelor of Science, Civil Engineering University

More information

SECTION 33 31 00.11 GRAVITY SANITARY SEWERS

SECTION 33 31 00.11 GRAVITY SANITARY SEWERS SECTION 33 31 00.11 GRAVITY SANITARY SEWERS PART 1: GENERAL 1.01 SCOPE A. Gravity sanitary sewers and appurtenances. 1.02 SUBMITTALS A. Conform to requirements of Section 01 33 00 Submittals. B. Submit

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 1100 SLIP-LINING SANITARY SEWERS

San Antonio Water System Standard Specifications for Construction ITEM NO. 1100 SLIP-LINING SANITARY SEWERS ITEM NO. 1100 SLIP-LINING SANITARY SEWERS 1100.1 DESCRIPTION: This item shall consist of slip-lining sanitary sewer pipe, which is accomplished by pulling or pushing liner pipe into existing sewers by

More information

WATER, SEWER AND TRAFFIC IT S ALL ABOUT THE FLOW

WATER, SEWER AND TRAFFIC IT S ALL ABOUT THE FLOW North American Society for Trenchless Technology (NASTT) NASTT s 2015 No-Dig Show Denver, Colorado March 15-19, 2015 TA-T3-02 WATER, SEWER AND TRAFFIC IT S ALL ABOUT THE FLOW Mark Oberschmidt, P.E., Stantec,

More information

53.03 MATERIALS FOR SEWER LINER PIPE AND FITTINGS: The following materials are approved for installation in sanitary sewer lines:

53.03 MATERIALS FOR SEWER LINER PIPE AND FITTINGS: The following materials are approved for installation in sanitary sewer lines: Division 53: Slip-Lining of Existing Sewer Line 53.01 GENERAL: This section includes all labor, materials, transportation, equipment necessary to rehabilitate by means of Instituform deteriorated sections

More information

High Density Polyethylene Liners for Rehabilitation of Corroded Pipelines

High Density Polyethylene Liners for Rehabilitation of Corroded Pipelines High Density Polyethylene Liners for Rehabilitation of Corroded Pipelines Jeff Schell General Manager United Pipeline Middle East, Inc. Introduction HDPE Liners A cost effective and environmentally beneficial

More information

Water Main Lining A Sustainable Alternative to Open Cut Replacement

Water Main Lining A Sustainable Alternative to Open Cut Replacement Water Main Lining A Sustainable Alternative to Open Cut Replacement Sean O Dell, PE Baxter & Woodman, Inc. B&W Client Seminar, Crystal Lake May 1, 2014 Agenda Why, What, When, Where, Who, How Reduction

More information

32-02.05 Precast Manhole Sections and Castings. These items shall conform to Section 31, "Storm Drain Installation," of these Standard Provisions.

32-02.05 Precast Manhole Sections and Castings. These items shall conform to Section 31, Storm Drain Installation, of these Standard Provisions. SECTION 32: SANITARY SEWER INSTALLATION 32-01 SCOPE. The Work shall consist of furnishing and installing sewer mains, manholes, laterals, cleanout fittings and appurtenances; and testing, flushing and

More information

City of Hilshire Village Pine Creek Ln Reconstruction

City of Hilshire Village Pine Creek Ln Reconstruction City of Hilshire Village Pine Creek Ln Reconstruction OVERVIEW The City will be soliciting bids for the Pine Creek Reconstruction Project with construction scheduled to begin in January 2015. This project

More information

City of Balch Springs, Texas. Request for Proposal (RFP 2016-2-15) Pipe Bursting Sewer Line Replacement

City of Balch Springs, Texas. Request for Proposal (RFP 2016-2-15) Pipe Bursting Sewer Line Replacement City of Balch Springs, Texas Request for Proposal (RFP 2016-2-15) Pipe Bursting Sewer Line Replacement Balch Springs is a city in Dallas County, Texas, United States. It is a suburb of Dallas and part

More information

SECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe.

SECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe. SECTION 02763 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Repairs to existing sewer lines by replacing short lengths of failed pipe. 1.02 UNIT PRICES A. Measurement for point repairs is on a unit price

More information

Emerging Technologies in Wastewater Collection Systems

Emerging Technologies in Wastewater Collection Systems Keville Enterprises Emerging Technologies in Wastewater Collection Systems Douglas McCutchen, CCM Brian Karmasin, P.E., BCEE CMAA Annual Conference Oct 2008 San Francisco, California Today s s Presentation

More information

SECTION 6 SANITARY SEWER MAIN 6.01 SCOPE

SECTION 6 SANITARY SEWER MAIN 6.01 SCOPE 6.01 SCOPE The work covered by this section of the specifications consists of the furnishing of all plant, labor, materials, equipment and supervision and performing all operations involved in the construction

More information

Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority

Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority Abstract The United States Virgin Islands Waste Management Authority

More information

Rehabilitation or Replacement? That Is The Question

Rehabilitation or Replacement? That Is The Question Rehabilitation or Replacement? That Is The Question Chris L. Windley PE Greg Anderson, PE 94th Annual Conference November 18, 2014 Overview Project Background Existing Sewer Condition Flow Projections

More information

City of Mill Valley Sewer Capital Improvement Plan 2012 2016

City of Mill Valley Sewer Capital Improvement Plan 2012 2016 City of Mill Valley Sewer Capital Improvement Plan 2012 2016 I. BACKGROUND Between December 2004 and February 2008, the ed States Environmental Protection Agency (EPA) conducted inspections of the SASM

More information

Water Transmission & Sewer Force Main Renewal 16 through 60

Water Transmission & Sewer Force Main Renewal 16 through 60 Water Transmission & Sewer Force Main Renewal 16 through 60 North American Operations 1973 S 91 st Street Milwaukee WI 53227 4700 N Pearl Street Jacksonville FL 32206 office 414.321.2247 fax 414.321.2297

More information

Pipe Bursting. Chapter 16

Pipe Bursting. Chapter 16 535 Introduction Underground service utilities in many American cities have been in place for over 100 years. While existing systems have functioned well beyond reasonably anticipated service life, underground

More information

City of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014

City of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014 City of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014 Section Subsection Name Date Modification Division 1 All subsections General Provisions

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS

San Antonio Water System Standard Specifications for Construction ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS 1103.1 DESCRIPTION: 1. Repair of sanitary sewer lines by replacing short lengths of failed pipe with new pipe. 2. Repair of service laterals located

More information

Trenchless Methods for Service and Mainline Pipe Rehab and New Install

Trenchless Methods for Service and Mainline Pipe Rehab and New Install Trenchless Methods for Service and Mainline Pipe Rehab and New Install Eddie Ward TT Technologies, Inc. Tennessee Gas Association Distribution & Operations Conference April 9 th 11 th Murfreesboro, TN

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS

San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS 854.1 DESCRIPTION: This item shall govern sanitary sewer laterals installed in accordance with these

More information

Letty Arvide-Gomar, PE

Letty Arvide-Gomar, PE Letty Arvide-Gomar, PE Outline DIP History and Applications Corrosion Issues Internal Cleaning Technologies Rehabilitation Options DIP History and Applications Corrosion Issues Internal Cleaning Technologies

More information

Platte River Interceptor Slipline Rehabilitation

Platte River Interceptor Slipline Rehabilitation Platte River Interceptor Slipline Rehabilitation Owner: Metro Wastewater Reclamation District Contractor: American West, Denver CO Slipline Pipe Manufacturer : Hobas Pipe USA Presented by: Tom Furie, Area

More information

TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe

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

More information

San Antonio, TX July 28, 2011

San Antonio, TX July 28, 2011 Rehabilitation of a Deteriorated 60 RCP Wastewater Interceptor Using Competing Trenchless Technologies Bruce Cole, PE Corey Anderson, EIT TAWWA/WEAT Summer Seminar San Antonio, TX July 28, 2011 Wendy Martinez,

More information

REHABILITATION OF THE LONG WHARF SEWER FORCE MAIN USING SLIPLINING METHODOLOGY IN NEWPORT, RHODE ISLAND

REHABILITATION OF THE LONG WHARF SEWER FORCE MAIN USING SLIPLINING METHODOLOGY IN NEWPORT, RHODE ISLAND North American Society for Trenchless Technology (NASTT) No-Dig Show 2011 Washington, D.C. March 27-31, 2011 Paper A-5-04 REHABILITATION OF THE LONG WHARF SEWER FORCE MAIN USING SLIPLINING METHODOLOGY

More information

4 Steps for Quality Sewer Performance in Perpetuity

4 Steps for Quality Sewer Performance in Perpetuity 4 Steps for Quality Sewer Performance in Perpetuity By Gerhard Gerry P. Muenchmeyer, P. E. Principal Muenchmeyer Associates, LLC E-mail gerry@muenchmeyerassoc.com INTRODUCTION A well maintained and functional

More information

SEWER BACKUPS & BASEMENT FLOODING PREVENTATIVE SOLUTIONS FOR THE BUILDING OWNER

SEWER BACKUPS & BASEMENT FLOODING PREVENTATIVE SOLUTIONS FOR THE BUILDING OWNER Village of Shorewood, Wisconsin SEWER BACKUPS & BASEMENT FLOODING PREVENTATIVE SOLUTIONS FOR THE BUILDING OWNER Prepared By: Thomas A. Zoulek, P.E., LEED A.P. Vice President Mid City Plumbing & Heating

More information

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250. 02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily

More information

Utilizing Trenchless Technology to Achieve Watermain Asset Management Objectives

Utilizing Trenchless Technology to Achieve Watermain Asset Management Objectives North American Society for Trenchless Technology (NASTT) NASTT s 2015 No-Dig Show Denver, Colorado March 15-19, 2015 MM-T6-05 Utilizing Trenchless Technology to Achieve Watermain Asset Management Objectives

More information

Repair or Replacement - Band-Aids vs. Surgery

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

More information

DISTRIBUTION PIPING MATERIALS: BUILDING HYDRONIC SYSTEM MANAGEMENT. Jim Riley, Texas A&M University February 10, 2015

DISTRIBUTION PIPING MATERIALS: BUILDING HYDRONIC SYSTEM MANAGEMENT. Jim Riley, Texas A&M University February 10, 2015 DISTRIBUTION PIPING MATERIALS: BUILDING HYDRONIC SYSTEM MANAGEMENT Jim Riley, Texas A&M University February 10, 2015 Piping at Texas A&M 2 History of Distribution Piping at Texas A&M Concrete reinforced

More information

MUNI OWNER S CHRONICLE OF REPLACING 35 MILES OF ASBESTOS CEMENT WATER MAIN UTILIZING PRE-CHLORINATED WATER MAIN BURSTING

MUNI OWNER S CHRONICLE OF REPLACING 35 MILES OF ASBESTOS CEMENT WATER MAIN UTILIZING PRE-CHLORINATED WATER MAIN BURSTING MUNI OWNER S CHRONICLE OF REPLACING 35 MILES OF ASBESTOS CEMENT WATER MAIN UTILIZING PRE-CHLORINATED WATER MAIN BURSTING EDWARD ALAN AMBLER, PE BILL THOMAS, PHD, PE COLLINS ORTON AGENDA Introduction Asbestos

More information

by Leonard Friesenhahn, P.E.

by Leonard Friesenhahn, P.E. by Leonard Friesenhahn, P.E. of sight, out of mind is an adage your top administrators may apply to your campus Out wastewater collection system but as a facilities professional, you know how serious a

More information

A. Contractor shall furnish, to the Engineer, all materials certifications available from the manufacturer for all required materials.

A. Contractor shall furnish, to the Engineer, all materials certifications available from the manufacturer for all required materials. PART 1 GENERAL 1.1 SCOPE A. This item shall include the work necessary for the installation of storm sewer line construction. B. Reference Section 3800 Trenching and Backfill and the General Conditions,

More information

SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT

SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT The following are minimum requirements for installation of conventional trench sewage disposal systems in St. Mary s County,

More information

INSTALLATION OF INSITUFORM LINER

INSTALLATION OF INSITUFORM LINER PART 1 GENERAL 1.1 SCOPE: A. This item shall include all work and materials to install, insert a flexible polyester felt liner saturated with a thermo-setting resin into the existing sewer line for rehabilitation

More information

Section 2100-Trenching and Tunneling

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

More information

Sewer Water Pipeline Replacement with CERTA LOK RESTRAINED JOINT PVC PIPE

Sewer Water Pipeline Replacement with CERTA LOK RESTRAINED JOINT PVC PIPE 1.0 GENERAL 1.1 DESCRIPTION This section addresses the procedures to be employed for pipe bursting existing water/sewer pipelines, as identified on the drawings, and replacing with new Restrained Joint

More information

Beacon Hill Sewer District Standard Specifications

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

More information

Section 02702 SEWER PIPE INSTALLATION AND TESTING

Section 02702 SEWER PIPE INSTALLATION AND TESTING PART 1 - GENERAL Section 02702 SEWER PIPE INSTALLATION AND TESTING 1-1. SCOPE. This section covers the installation and testing of all sewer pipe furnished under the following specification sections: Concrete

More information

Water Technology Fact Sheet Pipe Bursting

Water Technology Fact Sheet Pipe Bursting Water Technology Fact Sheet INTRODUCTION Under the traditional dig-and-replace method of sewer rehabilitation, a replacement or additional parallel sewer line is constructed by digging along the entire

More information

SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.

SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions. SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. General: Submit the following in accordance with The General Conditions. 1. Product data for drainage piping specialties. 2. Shop drawings

More information

Relining of Water Mains with. Flexible High Pressure Pipelines. Raedlinger Primus Line, Inc. Ivan Zubiaga Executive Vice President 2014

Relining of Water Mains with. Flexible High Pressure Pipelines. Raedlinger Primus Line, Inc. Ivan Zubiaga Executive Vice President 2014 Relining of Water Mains with Flexible High Pressure Pipelines Raedlinger Primus Line, Inc. Ivan Zubiaga Executive Vice President 2014 Aging water main infrastructure The American Society of Civil Engineers

More information

SECTION 21 REHABILITATION OF SANITARY SEWER MAINS BY THE PIPE BURSTING AND TRENCHLESS PIPE REPLACEMENT METHOD

SECTION 21 REHABILITATION OF SANITARY SEWER MAINS BY THE PIPE BURSTING AND TRENCHLESS PIPE REPLACEMENT METHOD SECTION 21 REHABILITATION OF SANITARY SEWER MAINS BY THE PIPE BURSTING AND TRENCHLESS PIPE REPLACEMENT METHOD 21.01 SCOPE: It is the intent of the Specification to define the approved methods and materials

More information

LIFELINE PIPELINE RESTORATION AND SEISMIC MITIGATION

LIFELINE PIPELINE RESTORATION AND SEISMIC MITIGATION LIFELINE PIPELINE RESTORATION AND SEISMIC MITIGATION Le Val LUND 1 And P E M ASCE 2 SUMMARY A number of methods are discussed which can be used for lifeline pipeline rehabilitation and improving the seismic

More information

Sewer systems: Failures and rehabilitation

Sewer systems: Failures and rehabilitation Water Utility Journal 8: 17-24, 2014. 2014 E.W. Publications Sewer systems: Failures and rehabilitation C. N. Damvergis Hellenic Association of Hydraulic Works and Water Resources Management Consulting

More information

ENGINEERED SOLUTIONS. A2 Liner Pipe for Trenchless Technology

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

More information

REHABILITATION OR REPLACEMENT? THAT IS THE QUESTION

REHABILITATION OR REPLACEMENT? THAT IS THE QUESTION REHABILITATION OR REPLACEMENT? THAT IS THE QUESTION ABSTRACT Chris L. Windley PE, McKim & Creed, Inc. Ben R. Latino, Jr., PE, McKim & Creed, Inc. Greg Anderson, PE, McKim & Creed, Inc. When designing to

More information

Water CIPP What to Do When You re Between a Fence and a Hard Place

Water CIPP What to Do When You re Between a Fence and a Hard Place What to Do When You re Between a Fence and a Hard Place 1, Marty S. Paris, P.E. 2, and Anthony Parker 3 1 Kimley Horn and Associates, Inc. 12750 Merit Drive, Suite 1000, Dallas, TX 75251 Tel (972) 776-1785;

More information

Coast Trunk Sewer Rehabilitation Project for the Orange County Sanitation District

Coast Trunk Sewer Rehabilitation Project for the Orange County Sanitation District Coast Trunk Sewer Rehabilitation Project for the Orange County Sanitation District Paul F. Wilson 1 and Robert J. Warren 2 1 1525 Faraday Ave, Suite 290, Carlsbad, California, USA 92008; e-mail: pwilson@pirnie.com.

More information

UNDERGROUND INFRASTRUCTURE SPECIALISTS TABLE OF CONTENTS

UNDERGROUND INFRASTRUCTURE SPECIALISTS TABLE OF CONTENTS U UNDERGROUND INFRASTRUCTURE SPECIALISTS TABLE OF CONTENTS 3. COMPANY PROFILE A growing company excelling in the fields of infrastructure repair and maintenance. 6. MANDREL TESTING Individually approved

More information

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 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

More information

Before H 2 Town of South Windsor, CT Evaluates Large Diameter Concrete Pipe

Before H 2 Town of South Windsor, CT Evaluates Large Diameter Concrete Pipe Before H 2 Town of South Windsor, CT Evaluates Large Diameter Concrete Pipe September 11, 2012 NEWEA Collection Systems Conference Presented by: Laurie L. Perkins, PE Dennis A. Dievert, PE C. Frederick

More information

DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES

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

More information

Kimberly H. Paggioli, P.E., Vice President, Marketing and Quality Control Richard C. Turkopp, P.E., Vice President, Engineering

Kimberly H. Paggioli, P.E., Vice President, Marketing and Quality Control Richard C. Turkopp, P.E., Vice President, Engineering Sliplining and Microtunneling of Large Diameter Pipelines Kimberly H. Paggioli, P.E., Vice President, Marketing and Quality Control Richard C. Turkopp, P.E., Vice President, Engineering HOBAS Pipe USA,

More information

The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm:

The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm: Page 1 of 6 Section 1. PURPOSE This policy is an Engineering checklist of the Local Review Program for sanitary sewer improvement projects by the Bedford Regional Water Authority ( Authority ). Section

More information

SECTION 603 SANITARY SEWER FORCE MAINS

SECTION 603 SANITARY SEWER FORCE MAINS SECTION 603 SANITARY SEWER FORCE MAINS 1. GENERAL Pipelines for sanitary sewer force main systems shall conform to the following specifications and shall be installed at the locations indicated on the

More information

Introduction to Pressure Pipe Rehabilitation with CIPP

Introduction to Pressure Pipe Rehabilitation with CIPP Introduction to Pressure Pipe Rehabilitation with CIPP Founded in early 1990 s RS Technik is a global leader in the rehabilitation of underground pipes RS Technik uses Cured-in- Place (CIPP) technology

More information

THE BIG FIX: Public works administration would be easy if infrastructure. San Diego s Sewer Renewal Program. By Steve Gibbs

THE BIG FIX: Public works administration would be easy if infrastructure. San Diego s Sewer Renewal Program. By Steve Gibbs THE BIG FIX: San Diego s Sewer Renewal Program By Steve Gibbs Public works administration would be easy if infrastructure lasted forever. It does not. Roads, bridges and sewers eventually wear out. Even

More information

McGOEY, HAUSER and EDSALL CONSULTING ENGINEERS D.P.C.

McGOEY, HAUSER and EDSALL CONSULTING ENGINEERS D.P.C. McGOEY, HAUSER and EDSALL CONSULTING ENGINEERS D.P.C. 111 Wheatfield Drive, Suite 1 Milford, Pennsylvania 18337 (570) 296-2765 fax: (570) 296-2767 e-mail: mhepa@mhepc.com RICHARD D. McGOEY, P.E. (NY &

More information

SECTION 802 GRAVITY SEWER PIPE

SECTION 802 GRAVITY SEWER PIPE SECTION 802 GRAVITY SEWER PIPE 802-1 DESCRIPTION: This Work shall consist of furnishing all labor, materials, equipment, and incidentals required to remove and dispose of existing gravity sewer pipe if

More information

Appendix A: Acceptable pipe and fitting materials

Appendix A: Acceptable pipe and fitting materials Watercare Services Limited Water and Code of Practice Content from the NZS 4404:2010 Land development and subdivision infrastructure has been reproduced for use in the Infrastructure Design s Manual for

More information

Soapstone Sewer Rehabilitation Alternative Concepts Design and Associated Impacts

Soapstone Sewer Rehabilitation Alternative Concepts Design and Associated Impacts Soapstone Sewer Rehabilitation Alternative Concepts Design and Associated Impacts Outline Update on Soapstone Emergency Response Provide project background Provide project purpose & need Present proposed

More information

Pipeline Asset Management: From Assessment to Prioritized Projects List

Pipeline Asset Management: From Assessment to Prioritized Projects List PROGRAM MANAGEMENT INEERING Pipeline Asset Management: From Assessment to Prioritized Projects List TAWWA / WEAT Summer Seminar July 28, 2011 PLANN NING ENG Andrew Hunt, PE Asset Management Project Manager

More information

MIAMI-DADE LATERAL PILOT PROGRAM. James T. Cowgill, P.E. Rodney J. Lovett Franklin Torrealba, P.E.

MIAMI-DADE LATERAL PILOT PROGRAM. James T. Cowgill, P.E. Rodney J. Lovett Franklin Torrealba, P.E. MIAMI-DADE LATERAL PILOT PROGRAM James T. Cowgill, P.E. Rodney J. Lovett Franklin Torrealba, P.E. Hazen and Sawyer, P.C. 4000 Hollywood Boulevard Hollywood, FL 33021 ABSTRACT Since 1994 the Miami-Dade

More information

Let Us Give Utilities the Respect that they Deserve.

Let Us Give Utilities the Respect that they Deserve. Water & Sewer Utilities Miscellaneous Design and Plan Preparation Guidelines Issued by: Ray Mowla, P.E. Jefferson Parish Department of Engineering, Utilities Section The purpose of issuing these miscellaneous

More information

SPR PE Steel Reinforced Liner

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

More information

STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY

STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY Approved and adopted as Official Document Number 800576 this 10th day of December, 1980 Donald R. Boyd, P.E., Director Water

More information

Pipeline Replacement using Relining

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

More information

Section 02415. Installation of pipe and casing for sanitary sewer by methods of augering.

Section 02415. Installation of pipe and casing for sanitary sewer by methods of augering. ITY OF PRLN UGRING PIP OR SING FOR SWRS Section 02415 UGRING PIP OR SING FOR SWRS 1.0 G N R L 1.01 STION INLUS Installation of pipe and casing for sanitary sewer by methods of augering. References to Technical

More information

SEPARATION OF WATER MAINS, SEWERS, STORM DRAINS, AND UNDER DRAINS

SEPARATION OF WATER MAINS, SEWERS, STORM DRAINS, AND UNDER DRAINS Department of Health and Human Services Maine Center for Disease Control and Prevention 286 Water Street # 11 State House Station Augusta, Maine 04333-0011 Tel: (207) 287-2070; Fax: (207) 287-4172 TTY

More information

CONSTRUCTION COST OF UNDERGROUND INFRASTRUCTURE RENEWAL: A COMPARISON OF TRADITIONAL OPEN-CUT AND PIPE BURSTING TECHNOLOGY SEYED BEHNAM HASHEMI

CONSTRUCTION COST OF UNDERGROUND INFRASTRUCTURE RENEWAL: A COMPARISON OF TRADITIONAL OPEN-CUT AND PIPE BURSTING TECHNOLOGY SEYED BEHNAM HASHEMI CONSTRUCTION COST OF UNDERGROUND INFRASTRUCTURE RENEWAL: A COMPARISON OF TRADITIONAL OPEN-CUT AND PIPE BURSTING TECHNOLOGY by SEYED BEHNAM HASHEMI Presented to the Faculty of the Graduate School of The

More information