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Waverly Road and flows south. <br />The storm drain system for the current refuse fill area consists of a <br />trench/berm built around the module's perimeter. The berm's primary purpose is <br />to prevent runoff from draining outside of the fill area. Runoff is channeled <br />by two pipes terminating at a retention basin at the east end of the fill area <br />(see Figure B). The old fill area to the east of the current fill area also <br />drains into the retention pond. The retention pond's primary purpose will be <br />to retain runoff from a 100 year storm from draining offsite. <br />The old fill areas to the north and south of the current fill areas drain from <br />the high points closest to the center of the site and out to the perimeter and <br />from there follows the natural drainage courses which eventually terminate <br />into Potter Creek. <br />2.2 LOADING/UNLOADING AREAS <br />There are no loading/unloading areas except for the designated refuse dumping <br />area. <br />2.3 CONTROL MEASURES TO REDUCE POLLUTANTS IN STORM WATER DISCHARGE <br />2.3.1 STRUCTURAL CONTROL <br />Foothill Sanitary Landfill utilizes berms around the perimeters of the <br />active fill areas for any potential leachate runoff containment. There <br />is a retention pond for the fill runoff (see storm drain system section <br />for details). There is no underground storm drain system for the <br />facility. <br />2.3.2 NON STRUCTURAL CONTROL <br />The non-structural source controls and management practices utilized at <br />• <br />