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SEWER SYSTEM HYDRAULIC MODELING SUPPORT <br />SCOPE OF SERVICES <br />Background and Purpose of Project <br />This document describes the Woodard & Curran scope of work for providing hydraulic modeling <br />support to the City of Santa Ana (City) for tasks related to capacity planning for the City's <br />wastewater collection system, This work will be based on the hydraulic model developed for the <br />Sewer Master Pian Update prepared for the City in 2096, The hydraulic model of the system was <br />created based on population projections and flow monitoring data, and future land use and <br />development plans. The City wishes to use the model for on-going evaluation of capacity -related <br />Issues, Including assessing impacts of proposed new developments ("sewer studies"), evaluating <br />"what -If" scenarios related to proposed new sewer pipelines, and updating the model and capacity <br />assessment based on permanent changes, <br />Scope of Work <br />The tasks included in Woodard & Curran's scope of services are described below. <br />Task f — Model uvafuatlons <br />Under this task, Woodard & Curran will run the model (or expand the model to include previously <br />unmodoled sewers) as requested bydiD City to: <br />1) Assess the impact on sewer capacity of proposed development projects and <br />determine where additional capacity would be required (e.g., increased pipe size or <br />larger pump station capacity) If needed to handle Increased flows caused by the now <br />developments; <br />2) Evaluate "whaWf scenarios related to proposed now or improved sewer pipelines or <br />pump slatlons; or <br />3) Update the model and capacity assessment based on permanent changes In the <br />sower system <br />For each analysis, Woodard & Curran will prepare a brief technical memorandum (TM) <br />summarizing the model assumptions and results, along with appropriate figures (8,g, model - <br />generated hydraulic profiles or thematic maps showing potential surcharge), <br />Deliverables: <br />o Model run assumptions and results TM <br />Woodard & Curran -1- 9/27198 <br />