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-."�.-� €' '�' _^1: <br />i <br />, ._._ i` . . . . <br />9. A 75 foot by <br />piles will be <br />basin. <br />SEPA #81-39 <br />Page 2 <br />260 foot concrete deck wharf supported on <br />constructed on the east edge of the barge <br />10. The excavat<:d material will be used on the northeast <br />portion of the site to condition and �repare the site <br />for module iabrication as preliminary investigation by <br />the applicant and information on hand indicates an <br />unstable earth condit�.on may exist. Additional soil <br />sampling and analysis will be done. <br />11. Surface water runoff should not inerease as surface <br />preparation will be crushed rock and gravel. An <br />extended storm drain system for the site will be <br />tied into the existing storm drain and must be <br />designed in accordance with the City's drainage <br />ordinance to take care of increased drainage. <br />12. Construction equipment operations must comply with <br />state and local noise code requirements. <br />13. Light and glare must be shielded from the hillside <br />resideiitial area. <br />14. Up to 1,000 workers could be employed at peak of <br />operation. Average work force will be 575 persons <br />generating approximately 445 vehicles per day. <br />Carpooling will be encouraged. Five acres �re <br />desiqnated for personnel automobiles. <br />15. Truck traffic is estimated at an average of three <br />large and four to six small trucks per day. <br />16. The structures and activity wil' be cisible to but <br />will not block any views from the hillside residential <br />area. <br />