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handle peak day loads with adequate time provided for a thorough <br /> daily cleanup. <br /> Traffic <br /> The average number of vehicles that will be visiting the transfer <br /> station is estimated in Table 3- . (This includes collection, <br /> transfer, employee, public and private vehicles . ) This may signi- <br /> ficantly increase traffic congestion on neighboring streets. <br /> i <br /> TABLE 3-6 <br /> ESTIMATED VEHICLES ANTICIPATED AT TRANSFER STATION <br /> Weekdays Saturdays Sundays <br /> Collection Vehicles 72 26 0 <br /> (franchised) <br /> Public 80 500 500 <br /> Transfer Vehicles 23 0 0 <br /> Transfer Station 9 3 3 <br /> Employee Cars <br /> Total 184 529 503 <br /> Litter <br /> Increases in litter generation at the site could be significant. <br /> The site will be fenced to contain the litter and litter cleanup <br /> will have to occur on a regular basis Transfer station staff <br /> should instruct anyone visiting the site to properly cover and un- <br /> load refuse brought to the site so as to minimize littering. <br /> Water <br /> Washdown water for area and/or transport vehicles is usually quite <br /> contaminated and requires sewage treatment. For purposes of pre- <br /> liminary design, this water is discharged to the sewer system. <br /> Final design will investigate the feasibility of recycling this <br /> water and the possible requirement for pretreatment before discharge ` <br /> to the sewer system. <br /> - 17 - <br />