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I.D.1.e. Other Wastes Requiring 14 CCR 18222(b) The landfill accepts sterilized infectious wastes which have Appendix I, FDSR Special Handling been secured in appropriately labeled red plastic bags. These Sec. 2.1.5.2, Page 2- bags are immediately covered with either refuse or dirt. 4 I.D.2. Waste Volumes 14 CCR 18222(b) Current daily average waste flow is approximately 500 tons Appendix C, Revised per day. The peak daily waste flow is 1,200 tons per day. Site Life Estimate The amount of sterilized infectious waste that is received at the landfill is estimated to be less than 100 tons per year. Future waste flow projections are based on approximately 1.5% population growth rate and full implementation of reduction and recycling goals in compliance with AB 939. Source for the population projections is the 1990 City General Plan. Waste reduction data source is from the 1992 Source Reduction and Recycling Element. Appendix C contains a letter report for the site life estimate for phased expansion of the proposed facility. I.E. TYPES AND NUMBER OF VEHICLES ANTICIPATED TO ENTER THE FACILITY 14 CCR 17628 The full range of vehicle type, from two-axle vehicles through Appendix H, DEIR five-axle trucks, use the landfill. Approximately 100 trucks and Sec. III.D, Pages eight passenger vehicles access the existing landfill on a daily IIJ.D.1-III.D.11 basis. Vehicle levels are not anticipated to change appreciably for the expanded facility. The level of service is projected to range from LOS A to LOS D, which is the minimum acceptable for the City of Stockton, during the a.m. peak-hour with or without the landfill expansion. I.F. SITE CAPACITY 14 CCR 18222(c) Total site capacity, not including final cover or liner, is Appendix C, approximately 18.2 million cubic yards. The Revised Site Life Revised Site Life Letter Report (Appendix C) includes all assumptions for the Estimate and site capacity estimate and capacity calculations. Capacity Calculations