Installation of 24 million vertical feet of Wick Drains, 160,000 lineal feet of horizontal drains, 800,000 cy of excavation and backfill, 100,000 tons of concrete demolition processing, 600,000 cy of dredging, geotechnical instrumentation and site clearing. SJ Hamill/United, JV – performed this contract as prime contractor under the existing Wall Remediation Contract with the SCSPA where SJ Hamill was the managing partner for the JV. Working as a fully integrated team, the JV worked closely with the SCSPA managers and engineers to create and implement cost and schedule saving alternative which paved the way for the seamless transition into the
follow‐on contract for the terminal.
Installation of approximately 3.7 Million Metric Tons of stone, construction of a temporary ship berth, installation of pile supported 54 inch outfall, dredge approximately 1 million CY from the turning basin and reclaimed approximately 820 thousand CY of dredged sand backfill. SJ Hamill/Banks, JV – performed this contract as prime contractor with the SCSPA where S J Hamill was the managing partner for the JV. Working as a fully integrated team, the JV worked closely with the SCSPA managers and engineers to develop an Alternate Construction Concept (ACC) which took advantage of the favorable economic conditions at the time to import processed crushed stone materials via ship from Canada and to utilize existing sand deposits within the permitted turning basin directly adjacent to the new terminal. The stone materials are reusable on the project site for the Hugh Leatherman Site Development Phase 1 Project, which will ultimately save additional costs and time for the follow on Hugh Leatherman Terminal Site Development Phase 1 Project.
