03-G-4 Accept W/S Rate Study - Laserfiche WebLink

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· 1 ALBERT PETRASEK, Jr, PhD, PE Page 2 · · Development of National Standards for the Installation of Electromagnetic Flow Meters, Project manager, U. S. EPA, Cincinnati, Ohio. The projed included the development of national standards for the installation of eledromognetic type flow meters or all · sizes. The project was conducted by the g. S. EPA and the National Institute of Standards and Technology (previously the · NBS). · · Development of National Standards for the InstalJi]tion of Venturi Tubes and Venturi Nozzles, Proied manager, U. S. EPA, Cincinnati, Ohio. The project included the development of national standards for the installation of venturi tube and venturi · nozzle lype flow meters or all sizes. The projed wes concluded by the U. S. EPA and the National Institute of Standards and · Technology (previously the NBS). ! · Development of National Standards for the Installation of Parshall Flumes and Palmer-Bowlus Flumes, Project manager, U. S. · EPA, Cincinnati, Ohio. The projed included the development of national standards for the installation of Parshall Flumes and palmer-Bowlus Flumes or all sizes. The project was conducted by the U. S. EPA and the National Institute of Standards and 'J Technology (previously the NBS). · Water and Wastewater Master Plan, Edinburg, Texas, Principal-in-Charge for a Wastewater Master Plan for the City of Edinburg 'J and its extraterritorial jurisdidion, including several coJonias. This Master Plan will guide the City's development in water and · wastewater for the next lwenly years. Total planning area covered 136 square miles. The following areas of concern are being studied in order to evaluate and make recommendations for the Cily's inflastrudure: J Analyze current waste water system and future demands j Evaluate existing wastewaler coJJedion!acilities Evaluate existing wastewater treatment facilities :J Analyze current wastewaler system and flow records · Evaluate existing pumping and treatment facilities Development of water and wastewater hydraulic models · As a tool for evaluating these concerns, a Geographic Information System (GIS) for the City was developed concurrently with an overall Capital Improvement Plan (CIP). Financial requirements associated with the CIP were identified as well as potential funding sources. Jn addition, several lift stations were eliminated because of the analysis. · · Raw Water Pump Station and Transmission Line, City of Palestine, Texas; Principal-In-Charge for the design of a 15 MGD raw 'J water pump station and 11 miles of 36-inch raw water transmission main. The projed includes improvements to an existing · j intake strudure, a new eledrical and chlorine dioxide building, stand-by generator sets, the pump station, and the transmission main. Services being provided include right-al-way acquisition, surveying, preparation of a design report, design, ~J surge analysis, construction administration, and construction inspedion. Estimated construction costs are S 8 million. · Raw Water Pump Station and Transmission Line, Kinder Morgan; Quality Control for this projed that includes 27-miles of :J transmission main, a balancing reservoir, and a new raw water pump station. Design flow for the project in southeast ..j Oklahoma is 5 MGD and the estimated project costs are S10 million.