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2002-055-RES ACCEPT PROPOSAL OF CARTER & BURGESS FOR PROFESSIONAL ENGINEERING SERVICES TO WATER LOST AND UNACCOUNTED FOR STUDY IN CITY'S WATER AND ACCOUNTING AND OPERATING SYSTEM
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2002-055-RES ACCEPT PROPOSAL OF CARTER & BURGESS FOR PROFESSIONAL ENGINEERING SERVICES TO WATER LOST AND UNACCOUNTED FOR STUDY IN CITY'S WATER AND ACCOUNTING AND OPERATING SYSTEM
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Last modified
8/18/2006 4:28:36 PM
Creation date
4/24/2002 6:57:22 PM
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CITY CLERK
Doc Name
2002
Doc Type
Resolution
CITY CLERK - Date
3/11/2002
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<br />.. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />!I <br />. <br />. <br />. <br />. <br />11 <br />I <br />. <br />3 <br />3 <br />. <br />~ <br />. <br />. <br />II <br />:I <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />ALBERT PETRASEK, Jr, PhD, PE <br />Page 2 <br /> <br />. Development of National Standards for the Installation of Electromagneti~ Flow Meters, Project manager, U. S. EPA, Cincinnati, <br />Ohio. The project included the development of national standards for the installation of electromagnetic type flow meters or all <br />sizes. The project was conducted by the U. S. EPA and the National Institute of Standards and Technology (previously the <br />NBS). <br /> <br />. Development of National Standards for the Installation of Venturi Tubes and Venturi Nozzles, Project manager, U. S. EPA, <br />Cincinnati, Ohio. The project included the development of national standords for the installation of venturi tube and venturi <br />nozzle type flow meters or all sizes, The project was conducted by the U. S. EPA and the Notional Institute of Standards and <br />Technology (previously the NBS). <br /> <br />. Development of Notional Standords for the Installation of Parshall Flumes and Palmer-Bowlus Flumes, Project manager, U. S. <br />EPA, Cincinnati, Ohio. The project included the development of notional standards for the installation of Parshall Flumes and <br />palmer-Bowlus Flumes or 011 sizes. The project was conducted by the U. S. EPA and the National Institute of Standards and <br />Technology (previously the NBS). <br /> <br />. Water and Wastewater Master Plan, Edinburg, Texas, Principal-in-Charge for a Wastewater Master Plan for the City of Edinburg <br />and its extraterritorial jurisdiction, including several colonias. This Master Plan will guide the City's development in water and <br />wastewater for the next twenty years. Total planning area covered 136 squore miles. The following areas of concern are being <br />studied ii': order to evaluate and make recommendations for the City's infrastructure: <br />- Analyze current waste water system and future demands <br />- Evaluate existing wastewater collection .focilities <br />- Evaluate existing wastewater treatment facilities <br />- Analyze current wastewater system and flow records <br />- Evaluate existing pumping and treatment facilities <br />- Development of water and wastewater hydraulic models <br /> <br />As a tool for evaluating these concerns, a Geographic Information System (GIS) for the City wos developed concurrently with an <br />overall Capital Improvement Plan (CIP). Financial requirements associated with the CIP were identified as well as potential <br />funding sources. In addition, several lift stations were eliminated because of the analysis. <br /> <br />. Raw Water Pump Station and Transmission Line, City of Palestine, Texas; Principal-In-Charge for the design of a 15 MGD raw <br />water pump station and 11 miles of 36-inch raw water transmission main. The praject includes improvements to an existing <br />intake structure, a new electrical and chlorine dioxide building, stand-by generator sets, the pump station, and the <br />transmission main. Services being provided include right-of-way acquisition, surveying, preparation of a design report, design, <br />surge analysis, construction administration, and construction inspection. Estimated construction costs are S 8 million. <br /> <br />. Raw Water Pump Station and Transmission Line, Kinder Morgan; Quality Control for this project that includes 27 -miles of <br />transmission main, a balancing reservoir, and a new raw water pump station. Design flow for the project in southeast <br />Oklahoma is 5 MGD and the estimated project costs are $10 million. <br />
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