Texas-Sized Challenges

Size: px
Start display at page:

Download "Texas-Sized Challenges"

Transcription

1

2 Aerial view of the City of Austin s Water Treatment Plant No. 4 in northwest Austin near the intersection of RM 620 and Bullick Hollow Road. cover story Delivering Water Provides Texas-Sized Challenges Austin Builds WTP4 to Ensure Safe and Reliable Drinking Water By Larry Laws, Jim Brennan and Stacie Long In 2009, the City of Austin, Texas, authorized construction of a new $508 million water treatment plant located in northwest Austin. Water Treatment Plant No. 4 (WTP4) is scheduled to provide clean drinking water to area residents and businesses by summer Roughly half of the project consisted of tunneling components where project teams had to closely coordinate with the City and local residents to creatively address a host of environmental and community concerns as well as work through a few construction challenges. 12 Project Development The Austin metropolitan area has become one of the country s fastest-growing regions with growth projections that the current population of nearly 850,000 residents will increase by 500,000 people by What s more, the area is in the epicenter of Central Texas third-year drought. With the new WTP4, the City of Austin is addressing these challenges and ensuring safe and reliable drinking water is accessible for future generations. Currently, the Austin area has two water treatment plants, both of which draw from Lake Austin the Davis Water tunnelingonline.com DECEMBER 2013

3 Treatment Plant, built in 1954, and the Ullrich Water Treatment Plant, built in The plants are run by Austin Water Utility to serve residences, businesses and industries. WTP4 will take raw water from Lake Travis, a deeper water source at a higher elevation, providing a reliable system and continuous service during shutdowns and repairs for the other treatment plants with far less pumping costs. The full project scope is broken into separate design and construction contracts that include a marine raw water intake structure, raw water intake tunnel and pump station; new 92-acre water treatment plant, which has an initial capacity of 50 million gallons a day (mgd) of water expandable to 300 mgd; and the Jollyville Transmission Main (JTM) tunnel, which connects the plant to the existing water distribution system at the Jollyville Reservoir. The JTM tunnel was packaged separately to ensure it was completed around the same time as the other WTP4 project components. MWH Constructors, the construction arm of MWH Global, provided overall construction management-at-risk (CMAR) services under contract with the City of Austin to safeguard coordination and timely completion of the work being performed by the numerous sub-contractors. The raw water intake tunnel, engineered by AECOM with construction by the Austin Hill Country Constructors Obayashi USA and Manson Construction joint venture, is a concrete-lined, raw suction clean-inplace tunnel. The JTM tunnel, engineered by Black & Veatch with construction by Southland/Mole joint venture, is a prestressed concrete cylinder pipe and steel pipe combination, tunneled in hard rock. Of note, the 9-ft diameter raw water intake tunnel conveys the water by gravity from Lake Travis to the raw water pump station nearly a mile away. Water is lifted over 450 ft by five vertical turbine pumps, and then sent on to the treatment plant via an 84-in. diameter, steel-lined tunnel. Following conventional water treatment, the finished water will be sent through the 7-ft diameter JTM tunnel to the Jollyville Reservoir nearly seven miles away, where water will be stored and distributed to Austin Water Utility customers. Environmental Concerns The design and construction of WTP4, including its tunneling components, needed to address environmental and community factors. In fact, the initial water treatment plant was set to break ground in 1984 until economic and environmental concerns delayed construction. Once the current site of WTP4 was deemed acceptable from an economical and environmental standpoint, the City of Austin was able to move forward with its plans. However, the new water treatment plant in the suburbs of northwest Austin is still surrounded by environmentally sensitive areas that had to be addressed. For the JTM tunnel, a key challenge was passing Using three tunnel boring machines, rock excavation for Reach No. 2 of the Jolleyville Transmission Main is complete. Pipe installation for Reach No. 2 is complete, which will be more than 20,400 feet long to the second access shaft. Austin WTP4 Austin raw water tunnel team breaks through during construction in summer Tunnel boring machine in Reach No. 2 DECEMBER 2013 TBM: Tunnel Business Magazine 13

4 formation consisting mostly of hard limestone, and below the karst formations. To avoid disturbing these features and to minimize any environmental impact from the raw water tunnel to Lake Travis, the tunnel was excavated 450 ft below the karst formations. (LEFT) View of the raw water tunnel portal with concrete leveling slabs and water intake construction (right). under the Balcones Canyonlands Preserve, a system of habitat preserves created to protect eight federally listed endangered species six karst invertebrates and two bird species and a threatened salamander known as the Jollyville Plateau Salamander. Before breaking ground on the project, Austin Water Utility and the City of Austin s Watershed Protection Department developed an environmental commissioning plan to guide the project in minimizing environmental impact and help protect the nearby environmental resources, sensitive species and their habitat. The plan outlines a process that integrates environmental review and oversight of the project to meet the environmental goals beyond typical federal, state and local regulatory requirements. The process specifically includes an ongoing audit with recurring meetings, reviews, oversight, inspection, permitting and other tasks. The process requires a collaborative effort with the City s project team, environmental commissioning team and all contractors to work closely together on the design and construction methods. The environmental commissioning plan and project team collaboration has resulted in a more balanced decisionmaking process for vetting the project design. For example, through this process, it was decided to shift the JTM tunnel s access shafts to the perimeter of the Balcones Canyonlands Preserve to avoid disturbing the critical habitat area. The JTM tunnel was also lowered an additional 50 ft to further reduce potential environmental impact in the area s fragile karst geology. Community input was solicited and incorporated into the design and construction processes to mitigate impacts to residential areas. Three tunnel boring machines were used to complete the JTM rock tunneling excavation. Pipe installation for Reach No. 1, No. 2 and No. 3 have all reached completion. While under construction, they had daily advance rates of more than 200 ft. Reach No. 1 is more than 4,450 ft long to the first access shaft; Reach No. 2, directly below the Balcones Canyonlands Preserve, is more than 20,400 ft long to the second access shaft; Reach No. 3 is nearly 9,700 ft long to the Jolleyville Reservoir access shaft. Additionally, the raw water intake tunnel had its own environmental concerns. The tunnel had to go through the Glen Rose Formation, a geological Construction Challenges A significant construction challenge was creating the foundation to install the raw water intake tunnel. The foundation was built using a temporary trestle on top of the water on the edge of Lake Travis one of the largest recreational lakes in Texas. The original concept called for a concrete gravity base that required extensive dredging. However, due to the limited amount of dredging allowed by the permit from the U.S. Army Corps of Engineers (USACE) and the water quality restrictions mandated by the Lower Colorado River Authority (LCRA), the project explored an alternative method to the original design. To find an economical and feasible alternative method, the CMAR and design team collaborated on constructability of the foundation during the design process. In addition, the CMAR used a unique approach to value engineering: asking contract bidders for additional value engineering ideas. Through this process, the project eliminated all dredging by employing a drilled or driven pile foundation to support the intake in lieu of the original design. Another benefit of substituting prefabricated steel frames used by the driven pile method for the original reinforced concrete frames to support the intake was that it cut down by 90 percent the amount of time divers had to be in 150 ft of water in Lake Travis. Accessibility to the lake was also difficult given the massive equipment and fact that most accessible lakefront property was being used for residential or commercial purposes. LCRA was instrumental in facilitating access to bring in the larger pieces of the structure. LCRA allowed Manson Construction, the contractor responsible for the marine construction, to stage the largest piece of the intake the riser on top of the Mansfield Dam located across a deep DECEMBER 2013 TBM: Tunnel Business Magazine 15

5 canyon at Marshall Ford on the Colorado River. It was then lifted off the dam with the purpose-built, 300-ton derrick barge assembled on-site by Manson Construction. Another significant construction challenge was making the connection from the raw water tunnel to the intake systems. Any unknown cracks or fissures in the rock in the area of the connection to the intake system could create a risk of tunnel flooding with construction activity. To minimize this issue and in accordance with AECOM s contract requirements, Obayashi USA performed a prescribed routine of probe drilling and preexcavation grouting adjacent to the intake structure prior to making the final connection. Keys for Project Success With more than 2 million man hours worked on WTP4 to date and completion on track for summer 2014, the project team identified several keys to success, such as the CMAR method and collaborating with the local community and all contractors. Because the project has multiple components, including the raw water intake system, water treatment plant and the JTM tunnel, the City of Austin chose the CMAR method to keep all components in a single contract, making this the largest CMAR tunneling job in the state of Texas. This approach placed responsibility of the different construction packages under one firm to coordinate all subcontract work, which has allowed the construction manager to be involved during the design process and to assist the design team to deliver the WTP4 project on time and on budget for all phases to date. The City of Austin is also very in tune with community interests and impact. To ease community concerns over any environmental issues and construction-related disruptions, the project team focused on community outreach and local stakeholder engagement. For example, MWH Constructors continued the public outreach effort initiated during the design phase by conducting various grassroots efforts in neighborhoods surrounding WTP4, such as holding open houses to educate area homeowners and business leaders, developing a letter of commitment to the neighborhood association and folding it into a subcontract, and hosting a tunnel tour for key stakeholders to see the work and progress first-hand. The result is ongoing and open communication, improved understanding of the project s goals and greater community support during the construction process. To overcome design and construction challenges and find effective solutions, the project has notably required a team effort on the JTM and raw water intake tunnels. This collaboration with the design team, construction team and the City of Austin the three legs to the stool has made the project a success to date. This article was written by Larry Laws, vice president of MWH Constructors, the construction arm of MWH Global; Jim Brennan, MWH Constructors construction manager for the City of Austin s Water Treatment Plant No. 4; and Stacie Long, City of Austin project manager for Water Treatment Plant No. 4, with specific responsibility over the Jollyville tunnel. Photos are courtesy of MWH Constructors, Inc. Because accessibility to Lake Travis was difficult, the intake riser pipe was staged on top of Mansfield Dam and lifted off the dam with a purpose-built, 300- ton derrick barge. DECEMBER 2013 TBM: Tunnel Business Magazine 17

Foster Park Retrieval Shaft

Foster Park Retrieval Shaft Fort Wayne Tunnel Works Foster Park Retrieval Shaft October 25, 2017 Agenda Brief review of the Tunnel & Shafts project Why we have to be in Foster Park Retrieval Shaft Drop Shaft What the project is going

More information

Tunnel Works. How we got here - Fort Wayne s Consent Decree. Tunnel Works Program Frequently Asked Questions

Tunnel Works. How we got here - Fort Wayne s Consent Decree. Tunnel Works Program Frequently Asked Questions City Utilities operates the largest municipally-owned wastewater collection and treatment system in Indiana. The system serves 161 square miles and includes 1,014 miles of sanitary sewer lines, 365 miles

More information

Observations from Several Condition Assessments of Prestressed Concrete Cylinder Pipe used at Energy Generation Facilities

Observations from Several Condition Assessments of Prestressed Concrete Cylinder Pipe used at Energy Generation Facilities 147 Observations from Several Condition Assessments of Prestressed Concrete Cylinder Pipe used at Energy Generation Facilities Todd Stong PE 1, Ron R. Jorgenson 2, and Jacob Sauer 3 1 Senior Engineer,

More information

SELECTION OF TUNNEL METHODS. By: Dr. Gary S. Brierley

SELECTION OF TUNNEL METHODS. By: Dr. Gary S. Brierley SELECTION OF TUNNEL METHODS By: Dr. Gary S. Brierley Successful Tunnel Design 2 Produce a satisfactory finished facility for no more money and in no more time than is required for the existing ground conditions.

More information

6 Preliminary Assessment of Construction Method and Constructability Issues

6 Preliminary Assessment of Construction Method and Constructability Issues 6 Preliminary Assessment of Construction Method and Constructability Issues 6.1 Construction Approach Appendix C includes conceptual designs of the alternatives discussed below. Generally, the conceptual

More information

Structural and Geotechnical Issues Impacting The Dalles Spillwall Construction and Bay 1 Erosion Repair

Structural and Geotechnical Issues Impacting The Dalles Spillwall Construction and Bay 1 Erosion Repair Structural and Geotechnical Issues Impacting The Dalles Spillwall Construction and Bay 1 Erosion Repair Jeffrey M. Ament, PE U.S. Army Corps of Engineers, Portland District (503) 808-4950 Jeffrey.M.Ament@usace.army.mil

More information

Bonner Bridge Replacement Update:

Bonner Bridge Replacement Update: Bonner Bridge Replacement Update: Jerry D. Jennings, PE - NCDOT Division 1 Engineer Pablo A. Hernandez, - NCDOT Resident Engineer September 18, 2017 Bonner Bridge Replacement Timeline Refresher Bonner

More information

Alternative Construction Methods and Pipe Material provide Solutions for Cleveland WWTP Project

Alternative Construction Methods and Pipe Material provide Solutions for Cleveland WWTP Project Alternative Construction Methods and Pipe Material provide Solutions for Cleveland WWTP Project Bernie Ashyk 1, Christopher Lucie, P.E. 2, Jeffrey LeBlanc, P.E. 3 1 Shook Walbridge JV, Project Manager;

More information

Bi-Directional Static Load Testing of Drilled Shafts

Bi-Directional Static Load Testing of Drilled Shafts Supplemental Technical Specification for Bi-Directional Static Load Testing of Drilled Shafts SCDOT Designation: SC-M-712 (01/18) 1.0 GENERAL This work shall consist of furnishing all materials, equipment,

More information

CHAPTER 9 DISCUSSIONS, CONCLUSIONS, AND RECOMMENDATIONS

CHAPTER 9 DISCUSSIONS, CONCLUSIONS, AND RECOMMENDATIONS CHAPTER 9 DISCUSSIONS, CONCLUSIONS, AND RECOMMENDATIONS This chapter summarizes the results of feasibility level investigations undertaken to identify solutions to the water and related land resource problems

More information

The West East Link Main is a 125 million pipeline project that will carry water across the North West of England

The West East Link Main is a 125 million pipeline project that will carry water across the North West of England West East Link Main 55km pipeline, carrying 100 million litres, is one of the largest ever undertaken by a water company by Jon Higham The West East Link Main is a 125 million pipeline project that will

More information

Deep Tunnel, Shallow Pipe - How the City of Hamilton, OH plans to save millions on SSO control. Glenn Weist, P.E.

Deep Tunnel, Shallow Pipe - How the City of Hamilton, OH plans to save millions on SSO control. Glenn Weist, P.E. Deep Tunnel, Shallow Pipe - How the City of Hamilton, OH plans to save millions on SSO control Glenn Weist, P.E. Columbus, Ohio May 10, 2012 Agenda Background Project Description Regulatory Synopsis Stakeholder

More information

John Hart Generating Station Replacement Project. November 2017 Community Construction Update Report #53

John Hart Generating Station Replacement Project. November 2017 Community Construction Update Report #53 John Hart Generating Station Replacement Project November 2017 Community Construction Update Report #53 Prepared by: Stephen Watson, BC Hydro (O) 250-755-4795 or (C) 250-616-9888 Twitter: @Puntledge Email:

More information

Unique Riverbank Filtration System Provides 80 MGD

Unique Riverbank Filtration System Provides 80 MGD Unique Riverbank Filtration System Provides 80 MGD HENRY HUNT September 28, 2017 Outline Summary Basics of Riverbank Filtration Louisville Water Company Background LWC Decision Process System Construction

More information

HUDSON TUNNEL PROJECT

HUDSON TUNNEL PROJECT HUDSON TUNNEL PROJECT NORTH BERGEN COMMUNITY MEETING Lido Restaurant 2600 Tonnelle Avenue North Bergen, NJ January 30, 2018 6:00-8:00 PM Agenda Project Overview Construction Activities in North Bergen

More information

Dredge and Fill Standards on the Highland Lakes

Dredge and Fill Standards on the Highland Lakes www.lcra.org Dredge and Fill Standards on the Highland Lakes Lake Buchanan Inks Lake Lake LBJ Lake Marble Falls Lake Travis Introduction The Lower Colorado River Authority (LCRA) no longer requires that

More information

MEMORANDUM. The general findings of the assessment are as follows:

MEMORANDUM. The general findings of the assessment are as follows: November 28, 2006 MEMORANDUM Project No.: 030009-002-01 To: From: Re: WRIA 31 Planning Unit Steve Germiat, LHG, CGWP, and Timothy J. Flynn, LHG, CWGP Evaluation of Winterizing Existing River Pump/Conveyance

More information

Ground Freezing for Tunnel, Shafts, and Adits

Ground Freezing for Tunnel, Shafts, and Adits Ground Freezing for Tunnel, Shafts, and Adits Joseph A. Sopko, Adam Curry Moretrench American Corporation Bianca Messina Skanska USA Civil Stephen Njoloma McMillen Jacobs Associates ABSTRACT Construction

More information

KIEWIT FOUNDATIONS CO.

KIEWIT FOUNDATIONS CO. KIEWIT FOUNDATIONS CO. KIEWIT ADVANTAGE LOCAL CONTRACTOR, EXPANSIVE REACH With a strong local presence, access to a vast network of resources throughout North America and a focus on self-performing work,

More information

PAUL ZICK, PE NORTH SHORE CONSTRUCTORS JV

PAUL ZICK, PE NORTH SHORE CONSTRUCTORS JV NORTH SHORE CONNECTOR TUNNELS AND STATION SHELL LIGHT RAIL PROJECT PAUL ZICK, PE NORTH SHORE CONSTRUCTORS JV North Shore Connector Alignment 7300 lf Extension to existing 25 mile system 18 Contracts $435

More information

United States Army Corps of Engineers. Addicks and Barker Dam Safety Update

United States Army Corps of Engineers. Addicks and Barker Dam Safety Update United States Army Corps of Engineers Addicks and Barker Dam Safety Update COL Richard P. Pannell District Commander, Galveston District U.S. Army Corps of Engineers March 9, 2016 US Army Corps of Engineers

More information

SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DRILLED SHAFTS

SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DRILLED SHAFTS SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DRILLED SHAFTS 1.0 DESCRIPTION This work shall consist of furnishing all materials and labor necessary for conducting an Osterberg Cell (O-cell)

More information

KIEWIT FOUNDATIONS GROUP

KIEWIT FOUNDATIONS GROUP KIEWIT FOUNDATIONS GROUP KIEWIT ADVANTAGE LOCAL CONTRACTOR, EXPANSIVE REACH With a strong local presence, access to a vast network of resources throughout North America and a focus on self-performing work,

More information

D. Pajarito Corridor East Planning Area

D. Pajarito Corridor East Planning Area PAJARITO CORRIDOR EAST PLANNING AREA D. Pajarito Corridor East Planning Area IV THE PLANS IV.D1 1. General Description Pajarito Corridor East Planning Area is approximately 2.6 square miles and is similar

More information

Lake County Success. support through synergistic local partnerships that not only mitigate, but also produce

Lake County Success. support through synergistic local partnerships that not only mitigate, but also produce Lake County Success Generating Environmental Gains With Geothermal Power By Mark Dellinger, Administrator, Lake County (CA) Sanitation District, and Eliot Allen, Principal, Criterion/Planners Engineers

More information

Review Plan U.S. Army Corps of Engineers Northwestern Division Kansas City District. Tuttle Creek Stilling Basin Wall Drain Repair Manhattan, Kansas

Review Plan U.S. Army Corps of Engineers Northwestern Division Kansas City District. Tuttle Creek Stilling Basin Wall Drain Repair Manhattan, Kansas Review Plan U.S. Army Corps of Engineers Northwestern Division Kansas City District Tuttle Creek Stilling Basin Wall Drain Repair Manhattan, Kansas March 2016 1. PURPOSE AND REQUIREMENTS 1.1 PURPOSE This

More information

Implementation Plan for Lake Austin Dissolved Oxygen TMDL

Implementation Plan for Lake Austin Dissolved Oxygen TMDL Implementation Plan for Lake Austin Dissolved Oxygen TMDL For Segment 1403 printed on recycled paper Prepared by the: Strategic Assessment Division, TMDL Team TEXAS NATURAL RESOURCE CONSERVATION COMMISSION

More information

SECTION 39 - MANHOLES TABLE OF CONTENTS 39-1 GENERAL PRECAST CONCRETE MANHOLES

SECTION 39 - MANHOLES TABLE OF CONTENTS 39-1 GENERAL PRECAST CONCRETE MANHOLES Section SECTION 39 - MANHOLES TABLE OF CONTENTS 39-1 GENERAL... 39-1 39-2 PRECAST CONCRETE MANHOLES... 39-1 39-2.01 Precast Concrete Storm Drain Manholes... 39-1 39-3 SADDLE MANHOLES... 39-2 39-3.01 Saddle

More information

Indirect Reuse with Multiple Benefits The El Monte Valley Mining, Reclamation, and Groundwater Recharge Project

Indirect Reuse with Multiple Benefits The El Monte Valley Mining, Reclamation, and Groundwater Recharge Project ABSTRACT & POWERPOINT PRESENTATION Indirect Reuse with Multiple Benefits The El Monte Valley Mining, Reclamation, and Groundwater Recharge Project Tim Smith Principal Engineer Helix Water District La Mesa,

More information

Marina Bay Sands Hotel Arch 631 Kayla Brittany Maria Michelle

Marina Bay Sands Hotel Arch 631 Kayla Brittany Maria Michelle Marina Bay Sands Hotel Arch 631 Kayla Brittany Maria Michelle Overall Information Location: Singapore Date of Completion: 2010 Cost: $5.7 billion Architect: Moshe Safdie Executive Architect: Aedas, Pte

More information

Notice of Preparation of an Environmental Impact Report and Scoping Meeting

Notice of Preparation of an Environmental Impact Report and Scoping Meeting Notice of Preparation of an Environmental Impact Report and Scoping Meeting Date: August 15, 2017 To: Project Sponsor and Lead Agency: Staff Contact: Project Title: Location: General Plan Designation:

More information

Nashville District October 2011 Update

Nashville District October 2011 Update Nashville District October 2011 Update Tom Cayce Chief of Programs and Project Management October 18, 2011 US Army Corps of Engineers Nashville District Value to the Nation LRN 12% of inland navigable

More information

SPECIAL CONDITIONS FOR PIPE JACKING (PJ) October, 2006

SPECIAL CONDITIONS FOR PIPE JACKING (PJ) October, 2006 Michigan Department Of Transportation 3703C (11/06) 1 Materials 1.1 Pipe SPECIAL CONDITIONS FOR PIPE JACKING (PJ) October, 2006 Page 1 of 5 The type of pipe used for the pipe jacking method shall be capable

More information

John Hart Generating Station Replacement Project. May 2017 Community Construction Update Report #47

John Hart Generating Station Replacement Project. May 2017 Community Construction Update Report #47 John Hart Generating Station Replacement Project May 2017 Community Construction Update Report #47 Prepared by: Stephen Watson, BC Hydro (O) 250-755-4795 or (C) 250-616-9888 Twitter: @Puntledge Email:

More information

Notice No Closing Date: May 12, 2017

Notice No Closing Date: May 12, 2017 Public Notice U.S. Army Corps of Engineers Pittsburgh District In Reply Refer to Notice No. below US Army Corps of Engineers, Pittsburgh District 1000 Liberty Avenue Pittsburgh, PA 15222-4186 Application

More information

EMERGENCY STORAGE PROJECT San Vicente Pipeline and San Vicente Dam Raise Update Presentation Summary

EMERGENCY STORAGE PROJECT San Vicente Pipeline and San Vicente Dam Raise Update Presentation Summary EMERGENCY STORAGE PROJECT San Vicente Pipeline and San Vicente Dam Raise Update Presentation Summary DATE: Nov. 2, 2005 EVENT: MEETING LOCATION: PRESENTER(S): STAFF RESOURCES: TIME: 7:30 p.m. Lakeside

More information

Breckenridge Second Water Treatment Plant. Public Open House. April 11, HDR, all rights reserved.

Breckenridge Second Water Treatment Plant. Public Open House. April 11, HDR, all rights reserved. Breckenridge Second Water Treatment Plant Public Open House April 11, 2018 2015 HDR, all rights reserved. Why Build a Second Water Treatment Plant? Future Tarn WTP Refurbishment: o Allows existing Tarn

More information

John Hart Generating Station Replacement Project. January 2018 Community Construction Update Report #55

John Hart Generating Station Replacement Project. January 2018 Community Construction Update Report #55 John Hart Generating Station Replacement Project January 2018 Community Construction Update Report #55 Prepared by: Stephen Watson, BC Hydro (O) 250-755-4795 or (C) 250-616-9888 Twitter: @Puntledge Email:

More information

ITEM 460 REINFORCED CONCRETE PIPE Description. This Item shall govern for the furnishing of reinforced concrete pipe.

ITEM 460 REINFORCED CONCRETE PIPE Description. This Item shall govern for the furnishing of reinforced concrete pipe. AFTER MARCH 1, 2012 ITEM 460 REINFORCED CONCRETE PIPE 460.1 Description. This Item shall govern for the furnishing of reinforced concrete pipe. 460.2 Materials. A. Except as modified herein, materials,

More information

Tunnel. Immersed Tunnels

Tunnel. Immersed Tunnels Tunnel Tunnels are underground spaces, usually, in a tubular shape with substantial lengths. They can either be man-made or natural and can be used as passageways, storages, carriageways and utility ducts.

More information

ROCK SLOPE STABILIZATION PROJECTS LETCHWORTH STATE PARK PORTAGEVILLE, NEW YORK

ROCK SLOPE STABILIZATION PROJECTS LETCHWORTH STATE PARK PORTAGEVILLE, NEW YORK ROCK SLOPE STABILIZATION PROJECTS LETCHWORTH STATE PARK PORTAGEVILLE, NEW YORK INTRODUCTION The New York State Office of Parks, Recreation and Historic Preservation (OPRHP) operates Letchworth State Park

More information

Public Hearing December 12, 2013

Public Hearing December 12, 2013 Public Hearing December 12, 2013 Commission s Water Transmission System Finished Water Transmission System South Transmission Main South Transmission Main Route South Main Replacement Route from Provin

More information

King County Flood Control District approves grants for flood prevention projects Regional projects to benefit from district funds

King County Flood Control District approves grants for flood prevention projects Regional projects to benefit from district funds News Release Contact: Al Sanders 206-477-1016 August 31, 2015 Flood Control District approves grants for flood prevention projects Regional projects to benefit from district funds The Flood Control District

More information

Mr. Michael Malone CPS Energy 145 Navarro Street San Antonio, Texas Project No

Mr. Michael Malone CPS Energy 145 Navarro Street San Antonio, Texas Project No Environmental Resources Management January 13, 2017 Mr. Michael Malone 145 Navarro Street San Antonio, Texas 78205 Project No. 0352436 CityCentre Four 840 West Sam Houston Parkway North, Suite 600 Houston,

More information

DOCUMENT STATUS. Details of Revision:

DOCUMENT STATUS. Details of Revision: (I) DOCUMENT STATUS Details of Revision: Revision Rev. Date Sections Amendment Source and/or Details A 30 Aug 2013 All Issued for Approval B 23 Sep 2013 All Revised for Approval C 24 Sep 2013 4, 5 D 8

More information

The Sustainability of Floods Pond

The Sustainability of Floods Pond The Sustainability of Floods Pond Bangor Water District s Public Water Supply Presented By: Rick Pershken Bangor Water District Overview Brief BWD History Watershed Characteristics Lake Characteristics

More information

A Study to Estimate Current and Future CSOs to Bubbly Creek and Identify Impacts on the Chicago Area Waterways (CAWS)

A Study to Estimate Current and Future CSOs to Bubbly Creek and Identify Impacts on the Chicago Area Waterways (CAWS) A Study to Estimate Current and Future CSOs to Bubbly Creek and Identify Impacts on the Chicago Area Waterways (CAWS) IWEA WATERCON 2012 Springfield, Illinois March 19, 2012 presented by David Kiel, USACE

More information

Experts in tunneling with Tunnel Boring Machines

Experts in tunneling with Tunnel Boring Machines www.eurohinca.com www.terratest.es Experts in tunneling with Tunnel Boring Machines info@eurohinca.com EUROHINCA Europea de Hincas Teledirigidas, S.A., EUROHINCA, was incorporated in 1996 for the execution

More information

When it Breaks, it Pours

When it Breaks, it Pours When it Breaks, it Pours Large diameter pipeline breaks planning, maintenance, and condition assessment activities that can help prevent these high profile pipeline failures. 1 Howard County History Howard

More information

DAM SAFETY ASSURANCE PROGRAM EVALUATION REPORT AND ENVIRONMENTAL IMPACT STATEMENT APPENDIX C ENGINEERING APPENDIX DOVER DAM, OH TUSCARAWAS RIVER

DAM SAFETY ASSURANCE PROGRAM EVALUATION REPORT AND ENVIRONMENTAL IMPACT STATEMENT APPENDIX C ENGINEERING APPENDIX DOVER DAM, OH TUSCARAWAS RIVER DAM SAFETY ASSURANCE PROGRAM EVALUATION REPORT AND ENVIRONMENTAL IMPACT STATEMENT APPENDIX C ENGINEERING APPENDIX DOVER DAM, OH TUSCARAWAS RIVER TABLE OF CONTENTS PART 1 OVERALL DISCUSSION 1 GENERAL...

More information

REPAIR OF DISPLACED SHIELD TUNNEL OF THE TAIPEI RAPID

REPAIR OF DISPLACED SHIELD TUNNEL OF THE TAIPEI RAPID REPAIR OF DISPLACED SHIELD TUNNEL OF THE TAIPEI RAPID TRANSIT SYSTEM Chi-Te Chang, Ming-Jung Wang, Chien-Tzen Chang, and Chieh-Wen Sun Central District Office, Department of Rapid Transit System, Taipei

More information

EVALUATION & REPAIR OF CORROSION DAMAGED ROOF LIFT SLAB WITH WIRE POST-TENSIONING SYSTEM (BUTTON HEADS)

EVALUATION & REPAIR OF CORROSION DAMAGED ROOF LIFT SLAB WITH WIRE POST-TENSIONING SYSTEM (BUTTON HEADS) EVALUATION & REPAIR OF CORROSION DAMAGED ROOF LIFT SLAB WITH WIRE POST-TENSIONING SYSTEM (BUTTON HEADS) (C) COPYRIGHT POST-TENSIONING INSTITUTE, ALL RIGHT RESERVED 1 of 23 The following presentation discusses

More information

Figure 1 Demands on Lake Athens

Figure 1 Demands on Lake Athens Table 1 Projected Demands for Athens MWA and Lake Athens Water User Group Demand on Lake Athens 2010 2020 2030 2040 2050 2060 Comments City of Athens 2,326 2,832 3,431 4,111 5,003 6,108 Henderson Co. Irrigation

More information

Monthly Progress Report. June 2017

Monthly Progress Report. June 2017 Monthly Progress Report June 2017 Program Overview 2 Program Administration 6 Intake and Pump Stations 8 Pipeline 12 Terminal Storage 16 Water Treatment Plant 20 Distribution 24 Environmental 28 1 Program

More information

PUBLIC NOTICE US Army Corps of Engineers, Honolulu District

PUBLIC NOTICE US Army Corps of Engineers, Honolulu District PUBLIC NOTICE US Army Corps of Engineers, Honolulu District Regulatory Office (CEPOH-RO) Public Notice Date: March 16, 218 Building 23 Expiration Date: March 3, 218 Fort Shafter, Hawaii 9688-44 Permit

More information

Folsom Lake Crossing by Hans Strandgaard, Alex Harrison, Jeff Aldrich, and Jeff Thomure, CH2M HILL

Folsom Lake Crossing by Hans Strandgaard, Alex Harrison, Jeff Aldrich, and Jeff Thomure, CH2M HILL Design and Construction Folsom Lake Crossing by Hans Strandgaard, Alex Harrison, Jeff Aldrich, and Jeff Thomure, CH2M HILL View of the Folsom Dam and the canyon just upstream of construction. The area

More information

7. Draw an equipment set up for the production of a beam by post tensioning. 10. What are the common concrete structures which are produced by

7. Draw an equipment set up for the production of a beam by post tensioning. 10. What are the common concrete structures which are produced by Construction Technology B (CON4313) Self Assessment Questions: Chapter 1 Prestressed Concrete 1. How does the prestressing of steel tendons in prestressed concrete offer a higher loading capacity than

More information

Environmental Information Worksheet

Environmental Information Worksheet Environmental Information Worksheet Water System Owner (Attach additional sheets if necessary) Needs and Alternatives Provide a brief narrative that describes: Current drinking water system needs. Project

More information

Start-up of a Secondary Water Supply Company. and First Phase Design of a Regional System

Start-up of a Secondary Water Supply Company. and First Phase Design of a Regional System Start-up of a Secondary Water Supply Company and First Phase Design of a Regional System by Stephen W. Smith and Amy L. Johnson Abstract. Highland Ditch Company formed the Highland Secondary Water Company

More information

CHALLENGES AND SUCCESSES OF OPEN SHIELD PIPE JACKING CONSTRUCTION IN A CONGESTED NEIGHBORHOOD

CHALLENGES AND SUCCESSES OF OPEN SHIELD PIPE JACKING CONSTRUCTION IN A CONGESTED NEIGHBORHOOD North American Society for Trenchless Technology (NASTT) No-Dig Show 2012 Nashville, TN Paper A-2-04 CHALLENGES AND SUCCESSES OF OPEN SHIELD PIPE JACKING CONSTRUCTION IN A CONGESTED NEIGHBORHOOD Christopher

More information

PUBLIC NOTICE Section 404 of the Clean Water Act - Permit Review ENVIRONMENTAL IMPACT STATEMENT U.S. ARMY CORPS OF ENGINEERS REGULATORY BRANCH

PUBLIC NOTICE Section 404 of the Clean Water Act - Permit Review ENVIRONMENTAL IMPACT STATEMENT U.S. ARMY CORPS OF ENGINEERS REGULATORY BRANCH US Army Corps of Engineers Omaha District PUBLIC NOTICE Corps ID No: NWO-2007-1337-DEN Project: Regional Watershed Supply Project Applicant: Million Conservation Resource Group Issue Date: May 8, 2009

More information

SEATTLE S BRIGHTWATER UNDERGROUND CONVEYANCE SYSTEM TUNNELING & UNDERGROUND CONSTRUCTION

SEATTLE S BRIGHTWATER UNDERGROUND CONVEYANCE SYSTEM TUNNELING & UNDERGROUND CONSTRUCTION TUNNELING & UNDERGROUND CONSTRUCTION THE OFFICIAL PUBLICATION OF UCA OF SME WWW.TUCMAGAZINE.COM VOLUME 1 NO 2 JUNE 2007 SEATTLE S BRIGHTWATER UNDERGROUND CONVEYANCE SYSTEM Tunnel Demand Forecast Ground

More information

Eska Creek Preliminary Feasibility Analysis

Eska Creek Preliminary Feasibility Analysis Introduction Eska Creek Preliminary Feasibility Analysis This report examines the feasibility issues of energy and economics for a 1.8 MW hydroelectric project on Eska Creek (project). The Project is located

More information

DEEP FOUNDATIONS. Rio de Janeiro Subway Line 4: An OPA Finalist. Battered Piles. Sheet Piling. Challenging SOE

DEEP FOUNDATIONS. Rio de Janeiro Subway Line 4: An OPA Finalist. Battered Piles. Sheet Piling. Challenging SOE N TIONS DA I JAN/FEB 2016 DEEP FOUNDATIONS N DFI ITUTE ST EP FO U DE THE MAGAZINE OF THE DEEP FOUNDATIONS INSTITUTE Rio de Janeiro Subway Line 4: An OPA Finalist Battered Piles Sheet Piling Challenging

More information

Pipe Jacking/Microtunnelling. Dr. Mark Knight. Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo.

Pipe Jacking/Microtunnelling. Dr. Mark Knight. Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo. Pipe Jacking/Microtunnelling Dr. Mark Knight Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo 1 New Installations New Installations Non-Steering Methods Steering Methods

More information

Appendix D - Evaluation of Interim Solutions

Appendix D - Evaluation of Interim Solutions Appendix D - Evaluation of Interim Solutions D.1 Introduction The implementation of long-term improvements is projected to take 5 to 8 years. To reduce the number of years of flooding impacts, the partner

More information

Sliplining 36-in. PCCP with Fusible PVC - DC Water's Long-Term Control Plan 'Division E'

Sliplining 36-in. PCCP with Fusible PVC - DC Water's Long-Term Control Plan 'Division E' North American Society for Trenchless Technology (NASTT) NASTT s 2014 No-Dig Show Orlando, Florida April 13-17, 2014 Paper MA-T4-02 Sliplining 36-in. PCCP with Fusible PVC - DC Water's Long-Term Control

More information

Trenchless Pipeline Crossings

Trenchless Pipeline Crossings Trenchless Pipeline Crossings Overview Where we started Horizontal Directional Drilling 1960 s Evolution of the process Where we are today HDD Microtunneling Direct Pipe Crossing Process Where we re going

More information

GEOTHERMAL HEAT PUMPS CONFIGURATIONS/INSTALLATION

GEOTHERMAL HEAT PUMPS CONFIGURATIONS/INSTALLATION GEOTHERMAL HEAT PUMPS CONFIGURATIONS/INSTALLATION There are three main categories when dealing with geothermal heat pumps; open-loop, closed-loop, and direct-exchange. The closed-loop and direct-exchange

More information

Smarter, Cheaper, Ash Pond Dewatering

Smarter, Cheaper, Ash Pond Dewatering 2017 World of Coal Ash (WOCA) Conference in Lexington, KY - May 9-11, 2017 http://www.flyash.info/ Smarter, Cheaper, Ash Pond Dewatering David M. Seeger, PhD, Steven Kosler AECOM, 9400 Amberglen Blvd.,

More information

FPI Mag Flow Meter. Next Generation Mag Meter Measuring Flow in a Pump Station. McCrometer, Inc. (800)

FPI Mag Flow Meter. Next Generation Mag Meter Measuring Flow in a Pump Station. McCrometer, Inc.  (800) FPI Mag Flow Meter Next Generation Mag Meter Measuring Flow in a Pump Station McCrometer, Inc. www.mccrometer.com/fpimag (800)220-2279 Michelle Pawlowicz Marketing Specialist Lit Number 81000-01 Rev 1.0/6-13

More information

KIEWIT FOUNDATIONS GROUP

KIEWIT FOUNDATIONS GROUP KIEWIT FOUNDATIONS GROUP KIEWIT AT-A-GLANCE With a strong local presence and access to a vast network Keeping safety at the forefront, the Kiewit Foundations Group self- OUR MARKETS of industry experts,

More information

South-to-North Water Diversion( middle route ) China Institute of Water Resources and Hydropower Research(IWHR)

South-to-North Water Diversion( middle route ) China Institute of Water Resources and Hydropower Research(IWHR) South-to-North Water Diversion( middle route ) China Institute of Water Resources and Hydropower Research(IWHR) Contents 1 Canal 2 PCCP pipe 3 Tunnel 1 Canal The middle route runs from Danjiangkou Reservoir

More information

Project Address: Name of Person Completing Form:

Project Address: Name of Person Completing Form: Statement of Inspections This form is provided as a way to list aspects of the project that require special inspection and testing in accordance with IBC Sections 107.1, 1704, and 1705 and define duties

More information

I THOUGHT IT WAS JUST WET LAND: A GUIDE TO ENVIRONMENTAL PERMITTING FOR AIRPORTS ROAD SCHOOL 2018 SIMON DAVIES, SENIOR SCIENTIST MARCH 7, 2018

I THOUGHT IT WAS JUST WET LAND: A GUIDE TO ENVIRONMENTAL PERMITTING FOR AIRPORTS ROAD SCHOOL 2018 SIMON DAVIES, SENIOR SCIENTIST MARCH 7, 2018 I THOUGHT IT WAS JUST WET LAND: A GUIDE TO ENVIRONMENTAL PERMITTING FOR AIRPORTS ROAD SCHOOL 2018 SIMON DAVIES, SENIOR SCIENTIST MARCH 7, 2018 Definition Regulatory Definition - Those areas that are inundated

More information

PRESSURIZED IRRIGATION SYSTEM MASTER PLAN

PRESSURIZED IRRIGATION SYSTEM MASTER PLAN PRESSURIZED IRRIGATION SYSTEM MASTER PLAN (HAL Project No.: 314.04.100) FINAL REPORT January 2009 ACKNOWLEDGMENTS Successful completion of this study was made possible by the cooperation and assistance

More information

Preliminary Decision Memo 2015 Recreation Residence Projects Odell Lake

Preliminary Decision Memo 2015 Recreation Residence Projects Odell Lake 2015 Recreation Residence Projects Odell Lake USDA Forest Service Crescent Ranger District, Deschutes National Forest Klamath County, Oregon Background The Crescent Ranger District maintains 66 recreation

More information

Department of the Army Permit Application

Department of the Army Permit Application Department of the Army Permit Application DA File Number U.S. Army Corps of Engineers Honolulu District Date Received by CEPOH-RO Send Completed Application to: Honolulu District, U.S. Army Corps of Engineers

More information

DIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012

DIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012 PART FIVE DOCUMENTS FOR SITE AND INFRASTRUCTURE 31 00 00. EARTHWORK 31 10 00. SITE CLEARING.1 STRUCTURE REMOVAL: Include

More information

KIEWIT FOUNDATIONS GROUP

KIEWIT FOUNDATIONS GROUP KIEWIT FOUNDATIONS GROUP SAFETY FIRST At Kiewit, nothing is more important than safety. Our craft-led safety programs and commitment at all levels of our operations ensure our focus is on what matters

More information

GRAVITY SEWERS. Performance & Cost for Decentralized Unit Processes. Fact Sheet C1 COLLECTION SERIES. Wastewater source. Road

GRAVITY SEWERS. Performance & Cost for Decentralized Unit Processes. Fact Sheet C1 COLLECTION SERIES. Wastewater source. Road Fact Sheet C1 Performance & Cost for Decentralized Unit Processes COLLECTION SERIES DECENTRALIZED WASTEWATER SYSTEMS What is a Gravity Sewer System? A gravity sewer system is used to collect wastewater

More information

NOTICE OF PREPARATION

NOTICE OF PREPARATION NOTICE OF PREPARATION Date: June 12, 2014 To: From: Subject: Governor s Office of Planning and Research/State Clearinghouse Unit, Responsible Agencies, Trustee Agencies, and Interested Parties Announcement

More information

Mill Creek/Peaks Branch/State- Thomas Drainage Relief Tunnel

Mill Creek/Peaks Branch/State- Thomas Drainage Relief Tunnel Mill Creek/Peaks Branch/State- Thomas Drainage Relief Tunnel Mobility Solutions, Infrastructure & Sustainability Committee January 22, 2018 Sarah Standifer, Director Trinity Watershed Management Overview

More information

PROPER CARE OF UNUSED WELLS

PROPER CARE OF UNUSED WELLS PROPER CARE OF UNUSED WELLS Protect the Ground Water... make sure you are doing your part! Arkansas Water Well Construction Commission 101 East Capitol, Suite 350 Little Rock, AR 72201 (501) 682-3900 Fax:

More information

Chapter 6 Water Resources

Chapter 6 Water Resources Chapter 6 Water Resources Elemental Geosystems 5e Robert W. Christopherson Charles E. Thomsen 1 Water Resources The Hydrologic Cycle Groundwater Resources Our Water Supply The Hydrologic Cycle A Hydrologic

More information

Subsurface Fire Identification, Assessment, and Mitigation (A Presentation of Selected Case Studies)

Subsurface Fire Identification, Assessment, and Mitigation (A Presentation of Selected Case Studies) Subsurface Fire Identification, Assessment, and Mitigation (A Presentation of Selected Case Studies) Raymond H. Huff, R.E.P.A. Vice President - SCS Engineers SWANA NW Symposium April 2015 Outline of Presentation

More information

1. Introduction Selection of Pile Type Soil Report / Boreholes Obstructions Design and Installation of Piling Mat 3

1. Introduction Selection of Pile Type Soil Report / Boreholes Obstructions Design and Installation of Piling Mat 3 Contents 1. Introduction 3 2. Selection of Pile Type 3 3. Soil Report / Boreholes 3 4. Obstructions 3 5. Design and Installation of Piling Mat 3 6. Permit to Dig 4 7. Setting out 4 8. Water 5 9. Attendant

More information

TECHNICAL MEMORANDUM Summerhill Rd Texarkana, Texas fax

TECHNICAL MEMORANDUM Summerhill Rd Texarkana, Texas fax TECHNICAL MEMORANDUM 5930 Summerhill Rd Texarkana, Texas 75503 903 838 8533 fax 903 832 4700 TO: Becky Griffith, Jon Jarvis FROM Spandana Tummuri SUBJECT: Technical Memorandum on IP Analysis PROJECT: Sulphur

More information

Ingenuity Offers a Solution to an Anomaly in a Bridge Support

Ingenuity Offers a Solution to an Anomaly in a Bridge Support Ingenuity Offers a Solution to an Anomaly in a Bridge Support CSDA Contractor Member Part of the Most Expensive Public Works Project in California History Walkway to the congested work platform. San Francisco

More information

Project Purpose. Federal Railroad Administration

Project Purpose. Federal Railroad Administration Project Purpose To preserve the current functionality of Amtrak s Northeast Corridor service and NJ TRANSIT s commuter rail service between New Jersey and Penn Station New York by repairing the deteriorating

More information

Stabilization of Running Granular Soils in TBM Alignment with Sodium Silicate Grout

Stabilization of Running Granular Soils in TBM Alignment with Sodium Silicate Grout Stabilization of Running Granular Soils in TBM Alignment with Sodium Silicate Grout Brendan P. Harkins 1, E.I.T.; Dominic M. Parmantier 2, M. ASCE, P.E. 1 Project Engineer, Condon-Johnson & Associates,

More information

Utility Tunnel Master Planning for the Future NC APPA

Utility Tunnel Master Planning for the Future NC APPA Utility Tunnel Master Planning for the Future NC APPA - 2013 AGENDA University Utility Tunnel System Overview Utility Tunnel System Improvement Planning 1990 S to 2008 University Avenue Emergency Tunnel

More information

Greenfield Pond B Rehabilitation

Greenfield Pond B Rehabilitation Preliminary Investigation Report Centennial, Colorado November 15, 2011 Prepared for: Liverpool Metropolitan District Prepared by: Stantec Consulting Services, Inc. Table of Contents Executive Summary...

More information

Proposal title: Multi-Purpose River Hydraulics Research Facility. Final report submitted to

Proposal title: Multi-Purpose River Hydraulics Research Facility. Final report submitted to Proposal title: Multi-Purpose River Hydraulics Research Facility Final report submitted to OREGON STATE UNIVERSITY RESEARCH OFFICE RESEARCH EQUIPMENT RESERVE FUND (RERF) By Principal Investigator: Dr.

More information

PARR. PARR HYDROELECTRIC PROJECT PARR HYDRO DEVELOPMENT & FAIRFIELD PUMPED STORAGE FACILITY DEVELOPMENT FERC PROJECT No SC JANUARY 2013

PARR. PARR HYDROELECTRIC PROJECT PARR HYDRO DEVELOPMENT & FAIRFIELD PUMPED STORAGE FACILITY DEVELOPMENT FERC PROJECT No SC JANUARY 2013 PARR HYDROELECTRIC PROJECT PARR HYDRO DEVELOPMENT & FAIRFIELD PUMPED STORAGE FACILITY DEVELOPMENT FERC PROJECT No. 1894 - SC JANUARY 2013 PARR Relicensing Project PARR AND FAIRFIELD LOCATIONS FFPS PARR

More information

Background Information Caged egg laying operation with 6 houses Lagoon size unknown 11 to 12 acre ft of storage (size of football field 10 feet

Background Information Caged egg laying operation with 6 houses Lagoon size unknown 11 to 12 acre ft of storage (size of football field 10 feet Catherine Nash USDA NRCS Temple, Texas Background Information Caged egg laying operation with 6 houses Lagoon size unknown 11 to 12 acre ft of storage (size of football field 10 feet deep) Operation began

More information

Releasing a River. Reading Selection

Releasing a River. Reading Selection Reading Selection Releasing a River It is March 26, 1996. A group of scientists stand at the base of the Glen Canyon Dam on the Colorado River. They are looking at the landscape shaped by the river. Earlier

More information

ENSURING REGIONAL PROSPERITY

ENSURING REGIONAL PROSPERITY Regional Service Through Unity Meeting our Region s Needs Today and Tomorrow ENSURING REGIONAL PROSPERITY Society of American Military Engineers: Infrastructure Forum R.J. Muraski, Assistant Deputy Director,

More information

Structural Evaluation and Strengthening Strategy for a Reinforced Concrete Commercial/Residential Complex in Northern Beirut

Structural Evaluation and Strengthening Strategy for a Reinforced Concrete Commercial/Residential Complex in Northern Beirut Structural Evaluation and Strengthening Strategy for a Reinforced Concrete Commercial/Residential Complex in Northern Beirut by Gebran N. Karam 1, Marc Y. Ballouz 2, and Tony AbouSleiman 3 1-Assist. Prof.,

More information

Section 4 - Design and Construction Overview

Section 4 - Design and Construction Overview Section 4 - Design and Construction Overview 4-1 Building Architecture/Enclosure The Pearland Recreation Center and Natatorium houses a recreation center and natatorium as shown in Figures 4-1.1 First

More information