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One 4-hour data review meeting is anticipated with the City and others as the City may require <br /> in order to discuss comments and clarify the basis of Task 200 work. This meeting will serve as <br /> the kick-off meeting for this project. <br /> Site Reconnaissance. The design team will conduct a site visit and walk the project area to <br /> understand field conditions and potential project challenges. The City or other agency <br /> representatives may participate in the site visit and share project knowledge and concerns. The <br /> Consultant will coordinate with the City prior to conducting any site visits. The Consultant will <br /> prepare a Technical Memorandum to summarize significant discussions and observations. <br /> Field Surveying. The design team will set basic ground control and conduct field surveys to <br /> identify basement elevations of up to 60 homes with basements, generally located where virtual <br /> basements are shown in Figure 4-21 of the OTAK report mentioned previously. Actual <br /> properties to be surveyed will be based on City-conducted survey, field spot observations, and <br /> historical knowledge of the City of know basement flooding events. Basement elevation survey <br /> will be determined following notification of property owners by the City. The Consultant, through. <br /> their surveyor, will also provide up to one full day of miscellaneous field measurements and <br /> documentation of regulator and overflow structures and other identified manholes for which <br /> elevations or survey information is required. <br /> Development and Modeling of Alternatives. The Consultant will review model and inventory <br /> data to determine if critical elements and elevations are needed. Any changes to the existing <br /> model will be verified and reviewed with the City. Using the data provided and clarified, the <br /> Consultant will complete an initial model run using the Otak-prepared SWMM model for the <br /> Sewer M study area to establish dry and wet weather flows tributary to the CS in the portion of <br /> the project area affected by basement flooding. The Consultant will complete a field <br /> reconnaissance, review GIS data, and then propose up to six alternative alignments for the new <br /> SD bypass pipelines. <br /> The Consultant will display alignment alternatives in conjunction with information from GIS <br /> mapping and prepare a planning level cost estimate. A brief Technical Memorandum, <br /> Alternatives Development will summarize this information and provide the rationale for the <br /> alternatives for City review and comment. One 4-hour workshop is planned to review <br /> alternatives and make shortlist. <br /> After City review, the Consultant will model 6 selected alternatives. A Draft Technical <br /> Memorandum, Alternative Analysis will describe results and provide a recommendation for the <br /> alignment of the SD bypass pipeline in draft. One 4-hour review meeting is planned. A preferred <br /> alternative will be selected as a result of the review meeting and City review. The final Technical <br /> Memorandum will be incorporated into the Basis of Design Report,Task 500. <br /> Deliverables: <br /> • Written comments on data and models <br /> • Agenda and meeting notes, two review meetings <br /> • Alternatives Development, Technical Memorandum, 10 copies <br /> September 2011, r3.0 Page 6 of 10 Jacobs Engineering Group Inc. <br /> 30 <br />