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0 0 RDSI Matrix <br /> RDSI SECTION REG. CITATION RESPONSE REFERENCE <br /> I.D.2. Waste Volumes 14 CCR 18222(b) Current daily average waste flow is approximately 500 tons per day. Appendix C, <br /> The peak daily waste flow is 1,200 tons per day. The amount of Revised Site Life <br /> sterilized infectious waste that is received at the landfill is estimated Estimate <br /> to be less than 100 tons per year. <br /> Future waste flow projections are based on approximately 1.5% <br /> population growth rate and full implementation of reduction and <br /> recycling goals in compliance with AB 939. Source for the population <br /> projections is the 1990 City General Plan. Waste reduction data <br /> source is from the 1992 Source Reduction and Recycling Element. <br /> Appendix C contains a letter report for the site life estimate for <br /> phased expansion of the proposed facility. <br /> I.E. TYPES AND NUMBER OF VEHICLES ANTICIPATED TO ENTER THE FACILITY <br /> 14 CCR 17628 The full range of vehicle type, from two-axle vehicles through five- Appendix H, DEIR <br /> axle trucks, use the landfill. Approximately 100 trucks and eight Sec. III.D, Pages <br /> passenger vehicles access the existing landfill on a daily basis. III.D.1-III.D.11 <br /> Vehicle levels are not anticipated to change appreciably for the <br /> expanded facility. <br /> The level of service is projected to range from LOS A to LOS D, <br /> which is the minimum acceptable for the City of Stockton, during the <br /> a.m. peak-hour with or without the landfill expansion. <br /> I.F. SITE CAPACITY <br /> 14 CCR 18222(c) Total site capacity, not including final cover or liner, is approximately Appendix C, <br /> 18.2 million cubic yards. The Revised Site Life Letter Report Revised Site Life <br /> (Appendix C) includes all assumptions for the site capacity estimate Estimate and <br /> and capacity calculations. Capacity <br /> Calculations <br /> R.W. Beck 2-4 <br /> Revised October 2, 1997 <br /> City of Stockton <br />