Appendix J-2 contains freshwater wetland delineations along the cable route in the Town of Narragansett, Rhode Island.
Appendix I contains a draft stormwater prevention plan that details the measures to be taken during construction to prevent stormwater pollution from leaving the Block Island substation and Narragansett or Bonnet switchyards.
Appendix H-2 contains a supplemental sediment transport analysis that evaluates impacts of an additional 1,500 foot jet plow track at Crescent Beach on Block Island and Narrangansett Town Beach on the mainland.
Appendix H-1 contains a modeling study to evaluate the sediment trajectory and fate from each of the proposed embedment operations for the Block Island Wind Farm and Block Island Transmission System, including both jet plow and near shore cofferdam re-fill activities.
Appendix G contains a sediment evaluation study to support sediment placement decision-making related to the excavation of trenches required for the Block Island Wind Farm and Block Island Transmission System.
Appendix F-2 contains a survey report that characterizes the intertidal resources and their potential impacts from cable installation at each of the cable landings for the Block Island Transmission System (BITS), including Crescent Beach on Block Island and Narrangansett Town Beach on the mainland.
Appendix F-1 contains a report of the marine benthic resources in the project areas of the Block Island Wind Farm and Block Island Transmission System, and assesses the potential impacts of construction, operation, and decomissioning on these resources.
Appendix E-5 contains a shallow water geophysical survey of the nearshore areas at the at the Narrangansett and Block Island landfalls for the Block Island Transmission System (BITS).
Appendix E-4 contains a shallow water geophysical survey of the nearshore area at the landing point for the Block Island Wind Farm submarine cable.
Appendix E-3 contains a geotechnical subsurface investigation and analysis for the proposed Block Island Wind Farm. It also provides recommended geotechnical design parameters for use by the structural engineer and design team.