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

� 6. Excavation/Fill: a. Approximately 115,000 cubic yards will be excavated to create a dead-load barge b3sin adjacent to the existing concrete pier on the site, in the southwest corner of the site. b. The excavated material wiil be used on the northeast portion of the site to condition and prepare the site for module fabrication as preliminary investigation by the applicant and information on hand indicates an unstable earth condition may exist. Additional soil sampling and analysis will be dore. 7. DrainaQe: Surface water runoff should not increase as surface preparation will be crushed rock and gravel. An extended storm drain system for the site will be tied into the existing storm drain and must be designed in accordance with the City's drainage ordinanr to take care of increased drainage. 3. Traffic Up to 1,500 workers could be employed at peak of operation. Average work force will be 575 persons generating approximately 445 vehicles per day. Carpooling will be encouraged. Five acres are designated for personnel automobiles. Truck traffir_ is estimated at an average of three large and four to six small trucks per day. Norton Avenue is a four-lane roadway with adequate capacity to handle the expected traffic. Need for any improvements has not been identified at ttiis point in time. (7/21/81) 9. Public Access Public access has been provided through the marina development north of this site Given the nature of the proposed activity, public access within this project is noi feasible and not required due to the water-related nature of the activity. 10. Pedestrian circulation Previously approved projects at this site (see Exhibit 5) were conditioned to provi�;; a landscaped pedestrian/bike path along the east edge of the site between 16th anc� 21st on Norton Avenue. This path would link with the pedestrian system being developed in the marina.