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capacity of key sanitary sewer system elements for dry weather peak flow <br />conditions, as well as the appropriate design storm or wet weather event. At a <br />minimum, the plan must include: <br />(a) Evaluation: Actions needed to evaluate those portions of the sanitary sewer <br />system that are experiencing or contributing to an SSO discharge caused by <br />hydraulic deficiency. The evaluation must provide estimates of peak flows <br />(including flows from SSOs that escape from the system) associated with <br />conditions similar to those causing overflow events, estimates of the capacity of <br />key system components, hydraulic deficiencies (including components of the <br />system with limiting capacity) and the major sources that contribute to the peak <br />flows associated with overflow events; <br />(b) Design Criteria: Where design criteria do not exist or are deficient, undertake <br />the evaluation identified in (a) above to establish appropriate design criteria; <br />and <br />(c) Capacity enhancement measures: The steps needed to establish ashort- and <br />long-term CIP to address identified hydraulic deficiencies, including <br />prioritization, alternatives analysis, and schedules. The CIP may include <br />increases in pipe size, I/I reduction programs, increases and redundancy in <br />pumping capacity, and storage facilities. The CIP shall include an <br />implementation schedule and shall identify sources of funding. <br />(d) Schedule: The Enrollee shall develop a schedule of completion dates for all <br />portions of the capital improvement program developed in (a)-(c) above. This <br />schedule shall be reviewed and updated consistent with the SSMP review and <br />update requirements as described in Section D. 14. <br />15 <br />75A-17 <br />