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by axle. A rding 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 weekday. <br /> TABLE 1 <br /> Project Trip Generation-Typical Weekday <br /> 1995 2010 <br /> Avg.Vehicle Waste Number of Waste Number of <br /> Source of Waste Type of Vehicle Load(tons) ( d)2 Vehicles/Trips' (tpd)' Vehicles/Trips' <br /> Residential Collection Truck 7.0 36 5/10 88 13/26 <br /> Curbside Truck 2.5 15 6/12 37 15/30 <br /> Yardwaste Truck 7.0 6 1/2 15 2/4 <br /> Self-Haul 0.4 45 113226 103 258/516 <br /> Commercial Collection Truck 8.0 95 12./24 244 31/62 <br /> Roll off Truck 2.0 71 36/72 177 89/178 <br /> Self-Haul 2.0 31 16/32 71 36172 <br /> Waste 5 axle 20 205 1020 402 20140 <br /> Recyclables 5 axle 20 56 3/6 201 1020 <br /> Compost/Wood 5 axle 20 38 214 132 7/14 <br /> Employees 2 axle n/a n/a 0 n/a 70/140 <br /> Visitors 2 axle n/a n/a 8/16 n1a 12/24 <br /> Total 2521504 Total 563/1126 <br /> Notes: ' Double the number of vehicles for total trips. <br /> = tpd=tons per day. <br /> Source: 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 transportation system improvements. <br /> Traffic growth in the project area 'according to model results is approximately two percent per <br /> year. <br />