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01/02/96 17: 19 ^612 937 5522 %�ESTIVOOD PRO SE'S [7 01 Page 15 DRAFT--silver Lake Center EAW January 2, 1996 Table 7: Estimated Solid Waste Generation Unit of Correlati�Nuomber of Units Estimated Waste Use Measure tonseasure Generation tons/ ear Retail Employee 1.27 Grocery Employee 2.04 Restaraunt Em to ee 1.26 Waste generationlempioyee correlative factors used to develop this estimate originated from the City of Los Angeles in year 1990 and were provided by the Minnesota Office of Environmental Assistance. No animal manure,sludge or ash generation Is anticipated. Source separation will be encouraged.by the St.Anthony Village for the restaurants and retail businesses to be constructed on the site and these businesses will be expected to take advantage of recycling programs to reduce costs for solid waste trucking and disposal. It is expected that some recyclable solid wastes,such as corrugated cardboard,will be separated by a number of resident businesses and moved to a central location within the property for balling and pickup. Other recyclable waste that would be produced and separated on-site Includes paper,aluminum cans,and glass. of soft waste for usesrenderings grocery participate livestock food,transport to ndering plants,orusby programs yclin animal food production plants. b. Indicate the number,location,size,and use of any above or below ground tanks to be used for storage of petroleum products or other materials(except water).. Three to five USTs may be Installed during site redevelopment. Their installation Is dependent upon the site's tenant mix. These tanks would contain petroleum A eeu s notedunder Item 9 products amultiple USTsy contain e oil. These tanks would hold perhaps 9 have been removed from the site and no other storage tanks are known to exist. 22. Traffic Parking spaces added: The.proposed project would result In a net reduction of approximately 1062 stalls. Existing spaces(if project involves expansion): The site currently has approximately 2,700 stalls. The ultimate development proposes 1638*stalls. Estimated total Average Daily Traffic(ADT)geneiated: Phase 1: 8,650 Ultimate: 16,070 Estimated maximum peak hour traffic generated and its timing: Phase 1:Phase 2: 1,510,4:30-5:300, p m. For each affected road indicate the ADT and die directional distribution of traffic with and without the project. Provide an estimate of the impact on traffic congestion on the affected roads and describe any traffic improvements which will be necessary. The traffic analysis and Impacts-of the proposed project are described in Appendix A. The proposed project will have no significant Impact on the signalized Intersections near the project or on the regional roadway system surrounding the project. Intersection level of service analyses were conducted for signalized Intersections near the project. The nearby.Intersections at Silver Lane Road and 37th Avenue N.E.are forecasted to operate at the same level of service with or without the redevelopment. The Intersection at the major site entrance at 39th Avenue N.E.will change from a level of service B with no redevelopment toe level D with the full Phase 2 development In place. Westwood Professional Services, Inc. �,y