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by axle. According to the project proponents, the proposed facility will open in 1995 and reach <br /> maximum operating capacity in 2010. Thus, these two years are the basis for existing and <br /> cumulative analysis. Table C-1 summarizes the estimated daily trips for a typical wee <br /> TABLE C-1 <br /> Project Trip Generation-Typical Weekday <br /> 1995 2010 <br /> Avg.Vehicle Waste Number of Waste Number of <br /> Source of Wests Type of Vehicle Load(tons) (tpd)2 Vehlclss?rips' (tpd)2 Vehicles+Trips' <br /> Residential Collection Truck 7.0 36 5/10 88 1326 <br /> Curbside Truck 2.5 15 6112 37 1 <br /> 5130 <br /> Yardwaste Truck 7.0 6 12 15 2/4 <br /> Sol-Haut 0.4 45 113/226 103 2584516 <br /> Commercial Collection Truck 8.0 95 1224 244 31162 <br /> Roll-off Truck 2.0 71 3 177 W78 <br /> Self-Haul 2.0 31 16J32 71 36/72 <br /> Waste 5 axle 20 205 1 402 20/40 <br /> Recyclables 5 axis 20 56 316 201 1020 <br /> Compo 5 axis 20 38 214 132 7/14 <br /> Em 2 axle Na Na 40180 Na 701140 <br /> Visitors 2 axle Na Na 8/16 Na 1224 <br /> Total 2521504 Total 563M 126 <br /> Notes: ' Double the number of vehicles for total trips. <br /> 2 tpd.tons per day. <br /> Scums: EBA Wastechnologies. 1993. <br /> Background Traffic <br /> Existing traffic levels represent the background traffic levels assumed for 1995. The cumulative <br /> analysis year uses background traffic volume forecasts generated by the San Joaquin County <br /> travel demand model. The model estimates travel demand based on 2010 socioeconomic <br /> forecasts from the County's General Plan and planned tansportation system improvements. <br /> Traffic growth in the project area according to model results is approximately two percent per <br /> M year. <br />