1922 W MARINE VIEW DR 2016-01-01 MF Import

ATTACHMENT 2 Amendnents to the Shoreline Permit (Na. SDtA �5-81) Item 1. Attachment 2, page 1- Site Construction 2. 3 July 31, 1981 The project involves constru�tion of two dead-load barge slips (total basin area 450'L X 260'W X20' deep) with gravel fill and concrete access deck in the southwest corner of a 60-acre site knovn as the Norton Avenue Terminal, Port of Everett, Snohomish County, Washington. The basin is to be located adjacent to the existing concrete container-loading pier on this site. Lach slip Nill accommodate a 100' X 400' X 20' ocean-going barge Which will be floated in, ballasted onto the bottom to provide a firm base for loading large prefabricated building modules. The modules '�some tieighing ' OOO tons) will have typical dimensions of 50' X 150', �,;rh a t.mical hei¢ht of 50'. A normal maximum height of the modules wiil be 100' witn a rew moauies ex be assembled at the Norton Termina Bay, Alaska where the modules will gas conditioning facility. Attac}unent 2, page 2, paragraph 6: eeding this height. The modules will site and then transported to Prudhoe be interconnected and assembled as a The noise generated by this project will be caused by construction equip- ment operation. This equipment will be the normal of construction projects, i.e., cranes, loaders, air compressors, electrical welding machines, and other equipment. Pile driving wiil be occasioned during site construction for a period of several weeks. The noise level during £abrication opera- tions would be Well within the zoning restrictons. T'he building modules are assembled by bolting and welding. Riveting is an exception. Daytime and nighttime noise levels will be within standards prescribed by current city regulations. Attachment 2, page 2, paragraph 7: The module locations will be equipped with appropriate lighting to achieve close-tolerance work in the early morning and late evening. One shift per day, 5 days per week is planned, with occasional overtime. However, pro�ect com letion and sealift schedules at certain periods of fabrication may re- quire a double shift. Load-out of r��odule> for transporting may also require periods of around-the-clock operation by specialized crews and equipment. Flood lights will be fitted with reflectors which will concentrate the illumination on the site operating areas. Glare on Norton Avenue and hill- side residential areas will be avoided. Welding operations will be shielded to prevent off-site annoyance.