Master planning and design of a sewer outfall to serve a 6,600 acre sewer shed. The project includes 3,500 lf of 30” and 1,300 lf of 24” DI sanitary sewer both with ceramic epoxy coating, a bore under US 401, along with incidentals and appurtenances. Special features on this project are brought about by deep cuts in extremely wet conditions and draining an existing pond by using the outfall as an inverted siphon. Responsibilities included route surveying, engineering, easement maps and descriptions, encroachment agreements, project administration, construction staking and observation.