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EXHIBIT A <br />(Tcsultants <br />SCOPE OF ENGINEERING SERVICES <br />CITY OF NORTH OLMSTED, OHIO <br />SOUTH INTERCEPTOR INFILTRATION/INFLOW STUDY <br />If City staff finds themselves unavailable to complete certain tasks on an emergency or <br />scheduled basis, CT can provide field services assistance during any point in the <br />program, including: <br />• Equipment acquisition and rental <br />• Installation <br />• Operations and maintenance <br />• Data download <br />• Data quality control review <br />These services are outside the scope of services for this project, but are available upon <br />request. <br />We concur with the approach to utilize the City's own experienced staff wherever <br />possible, but offer assistance with our own local team when needed to maintain data <br />integrity during the metering period. This keeps the program cost affective by not having <br />to extend the metering period due to lost data. <br />The rain gauge and flow metering data will be incorporated into the model to analyze the <br />hydraulic characteristics of the interceptor and correlate any system losses that may be <br />due to bends and transitions versus issues due to 1/1 impacts. At the meters related to 1/1 <br />impacts, a review of dry weather versus wet weather flow will be analyzed to identify the <br />impacts of various areas tributary to the interceptor and prioritize them for future <br />investigation. <br />CT proposes to use SWMM software as the modeling engine for the South Interceptor <br />system computer model. This software is available at no cost from the USEPA and is <br />utilized by many communities for sewer system analysis. CT Consultants uses a variant <br />of this software (PCSWMM) that is wholly compatible with the free version available from <br />the USEPA. The model will focus on the interceptor with multiple input points for data <br />from the flow metering. <br />The model will undergo validation, error analysis, calibration and verification. The <br />calibration and validation procedure will compare actual sewer flows at the meter <br />locations resulting from measured rainfall to the modeled values. The model will then be <br />utilized to investigate possible alternatives to convey the existing system flows through <br />improvements to hydraulics, detention storage, or capacity. <br />Prepared by CT Consultants, Inc. I November 9, 2017 <br />