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presenting the plans and estimates , and recommendation to Indian River County <br /> of the most feasible and economical system to incorporate in the Summerplace <br /> service area <br /> (See attached Service Area Map and Vicinity Map — Attachments A and B) <br /> Ii. Scope of Services <br /> The following tasks are anticipated in preparing a report outlining alternatives to <br /> provide sewer service for the Summerplace Service area , and determine an <br /> estimated project cost and cost per lot for sewer service : <br /> 1 . Conduct kickoff meeting with IRCDUS staff. Discuss background and refine <br /> purpose of this project. <br /> 2 . Prepare a typewritten statement (to be included in the final report) of the <br /> project's background , purpose , and environmental benefits . <br /> 3 . Identify , research and prepare a typewritten statement (to be included in the <br /> final report) , which describes in general terms, three sewer collection system <br /> alternatives that will be considered to meet the project requirements (gravity <br /> system , vacuum system , low pressure system) . <br /> 4 . Collect maps , site construction plans , as-built / record drawings , aerials and <br /> other pertinent readily available documents related to the project service area <br /> which may be considered to assess the impact the existing site conditions <br /> may have on alternative sewer collection systems proposed . <br /> 5 . Obtain preliminary geotechnical data and survey data which may be <br /> considered to assess the impact the existing site conditions may have on <br /> alternative sewer collection systems . The engineer shall retain KSM <br /> Engineering and Testing , Inc. and Meridian Land Surveyors for these <br /> purposes . <br /> a . Geotechnical data will include : <br /> • Perform six (6) soil borings each to a depth of between 8 feet and <br /> 10 feet within the roadway for the proposed sewer collection <br /> system project. <br /> • Provide a report covering the investigation including the boring <br /> logs illustrating the soil classification , thickness of each layer and <br /> groundwater depth . <br /> b . Survey data will include : <br /> • Sketch of topography along centerline of streets , depicting highs <br /> and lows elevations not to exceed 200' Stations . <br /> 6 . Prepare base map of service area , which shall depict lots , streets , existing <br /> utility facilities , geotechnical and survey data , other pertinent existing site <br /> data relative to this project. This plan shall also identify (via graphics) and <br /> summarize (via tabular data) the service area (acreage) , population (current <br /> and projected) , number of sewer connections / residential lots (current and <br /> projected) , and domestic wastewater flow projections . <br /> 7 . Prepare preliminary system layout for the three alternative systems (gravity <br /> system , vacuum system , low pressure system) . <br /> 8 . Prepare preliminary opinion of the estimated cost of construction and total <br /> project cost for the three alternative systems (gravity system , vacuum <br /> system , low pressure system) . <br /> Exhibit 1 <br /> Work Order No. 4 - Schulke, Bittle & Stoddard, L.L .C . <br /> Page 2 of 3 <br />