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_ B. Project No. 2A - Coddle Creek Interceptor , U.S. 29 to Wedoin§ton Road: This project is a continuation of Project lA up COddle Creek to Wed~ington Road. It consists of approximately 13,500 LF of 12-inch and 24-inch interceptors anQ 40,000 LF of collector sewer serving an estimated population of 870. The project cost -- is estimated to be $3,010,000. - C. Projects 3A~ and 3B - RockS River interceptor - Coddle Creek to U.S. 29: This project includes approximately 20,600 LF of 30- inch interceptor along Rocky River from the existing interceptor up to Roberta Church Road and approximately 13,400 LF of collec- tors serving existing developed areas. The estimated cost of this project is $2,983,000, and the estimated population is i30. - D. Project 4A - RockS River Interceptor - U.S. 29 to I-B5: This project includes approximately 18,000 LF of 24-inch and 3,000 LF -- of 12-inch interceptor from U.S. 29 to 1-05. The estimated population served is 650, and the estimated project cost is $2,093,000. E. Project 5A - Muddy Creek Interceptor and Treatment Plant: This project serves a portion of the lower study area with approxi- mately 22,400 LF of 12- and 15-inch interceptors and ~ approximately 58,400 LF of collectOrs in Currently develope~ areas. This area discharges to Rocky River below the regional wastewater' treatment plant. Therefore, a 0.5 MGD treatment plant is proposed on Rocky River to handle the waste from this portion mi of the study area. Tl~e estimated population served 650, is and estimated project cost is $4,605,000. F. Projects 6A - 6C - Irish Buffalo Creek Basin: These projects are Ii three separate projects consisting of collectors serving existing developed areas near the existing Irish Buffalo Creek inter- ceptor. They consists of a total of approximately 117,700 LF of i collectors and 5,500 LF of 12-inch interceptors serving an ·