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in the 2003 Sewer Master Plan, <br />3. Update the major wastewater dischargers, including the industrial dischargers, and <br />cross-check this list with the City's largest water users. Update all point, sources and <br />their estimated average daily process flows. <br />d. Review the infiltration/Inflaw Study included within the 2003 Sewer Master Plan. <br />The update shall recommend the appropriate inflow and infiltration rates in the <br />analysis. <br />5. Based on the above information, recommend the design flow criteria for both dry <br />weather and wet weather flow parameters to be used in determining the existing flow <br />conditions, Be sure to evaluate any need to reduce the previous design flow criteria <br />due to water conservation measures since the 2003 Sewer Master Plan <br />6. Review the hydraulic deficient areas of the City's sewer system contained in 2063 <br />Sewer Master Plan, Consultant shall propose and execute a plan to measure and <br />collect sufficient dry and wet weather wastewater flows to utilize in calibrating the <br />sewer model. The plan shall include the proposed locations of the temporary flow <br />monitoring stations and the procedures for monitoring. <br />7. For the proposal, assume five (5) flow monitoring sites will be required. A minimum <br />of two (2) week dry weather flow monitoring will be required. During the rainy <br />season, the same sites shall be monitored for a minimum of two (2) weeks. The <br />consultant shall provide the required traffic control plans and traffic control during <br />the flow monitoring, including the set -up and removal of the equipment from the <br />manholes.. <br />S. In addition, to confirm the anticipated flows, the consultant shall field inspect at peak <br />flow hours those manholes in known or suspected problem areas to confirm the depth <br />of flow (or surcharge)`within the manbole. For this proposal, include field inspection <br />often (10) manholes will be required, The Inspection of each manhole shall be <br />performed during peak dry weather flow and during peak wet weather flow (during a <br />rain storm). The consultant shall provide the required traffic control during the field <br />inspection. <br />D. Sewer System Capacity Analysis <br />1. Recommend the capacity analysis criteria to be used inthe update. <br />2. Include within the analysis, the impacts of any backwater from OCSD's trunk sewers. <br />This information shall be obtained from ©CSD and their most recent modeling of <br />trunks.. <br />3. The capacity analysis shall be performed for the current conditions and for conditions <br />