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EXHIBIT #1 <br />Work Order Number <br />Water Distribution System Modeling Support <br />PROJECT UNDERSTANDING <br />Indian River County Utilities (IRCU) desires to update their water system hydraulic model <br />to reflect current GIS (Geographical Information System) data and better represent their <br />current water distribution system configuration. The existing water system model is in an <br />older version of WaterCAD format, but is outdated and does not reflect current system <br />configuration. In order to integrate the GIS data into a water system hydraulic model, GIS <br />shapefiles will need to be imported into WaterGEMS in order to provide a basis for water <br />system hydraulic modeling and planning. Consultant will prepare a working water system <br />model in WaterGEMS due to its more robust capabilities in developing new models, but <br />will provide a duplicate running model that is compatible with WaterCAD v8. <br />The scope of services detailed below will consist of using WaterGEMS Version V8i (64-bit <br />version), developing a working water distribution model with limited demand data and <br />major nodes and pipe system. The scope will also consist of defining system demands <br />based on monthly operating reports (MOR's), pump station flows and capacities, fire flow <br />requirements, and system design criteria. <br />SCOPE OF SERVICES <br />Task 1 Collect Information and Import GIS Shapefiles into WaterGEMS <br />• Consultant will attend up to three (3) coordination meetings with IRCU staff to <br />discuss the information related to shape files, and information relevant to the <br />development of the new hydraulic model. <br />• Consultant will identify the service area to be studied and prepare a map with its <br />boundaries based on information and discussions with IRCU staff. <br />• Using the ModelBuilder feature of WaterGEMS, Consultant will create a hydraulic <br />model network of the existing water distribution system from the latest GIS shape <br />file provided by IRCU. The new physical alternative of the hydraulic model will <br />consist of <br />o Existing pipes that are 6 -inch in diameter and larger. <br />o Junctions associated with pipes and GIS shapefiles <br />o Tanks (WTP and remote elevated reservoirs — Roseland, Oslo, 58th Ave) <br />o Valves and hydrants <br />• Consultant will use ModelBuilder to provide connectivity of pipe system and nodes. <br />Consultant will work with IRCU staff (IRCU staff to update GIS files if necessary) <br />should pipe connectivity not be possible based on the assumption pipe ends (nodes) <br />to be within 0.1 ft. Up to 20 hours of effort is designated for this task, assuming that <br />the pipes ends are within 0.1 ft and significant effort beyond this amount should be <br />considered additional services <br />KXWPB CiviaC3eneral\Milier\indian River CountyVVRCU Water System Modeling Preparation KHA Scope rev3.doc PAGE - 1 - <br />