The design involved approximately 38,000 linear feet of gravity sewer mains ranging in size from 8 to 12 inches in diameter, 4,000 linear feet of 10-inch force main improvements, a new 1,300 GPM, 35 foot deep cast-in-place lift station, a control room, an odor control system, 123 manholes, 300 linear feet of 24-inch steel casing by boring/tunneling methods and approximately 260 service connections. All new pipeline and lift station facilities required major dewatering operations and significant coordination with all area residents, EPCWID#1 and other utility companies. Plans, specifications and cost estimates were developed. Construction Phase Services, including RPR, were rendered for the entire duration of project.