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• 2.1 PHYSIOGRAPHIC AND CLIMATIC SETTING <br /> 2.1.1 Landfill Setting <br /> The CHSL is situated southeast of the intersection of Corral Hollow Road and State Route <br /> 580, and occupies a portion of Section 18 in Township 3 South, Range 5 East of the Mount <br /> Diablo Baseline and Meridian system. <br /> Physiographically, the site is located on the northeastern flank of the Diablo Range at the <br /> transition to the San Joaquin Valley. The site is bounded by Corral Hollow Creek on its <br /> eastern side and Corral Hollow Road on its western side. <br /> The ground surface generally slopes to the northeast, with ground surface elevations ranging <br /> from approximately 240 feet above mean sea level (amsl) at the northeastern corner of the <br /> site to approximately 330 feet amsl at the southwestern corner of the site. The landfill <br /> waste prism forms a roughly rectangular pyramid that rises from the adjacent terrain to a <br /> maximum top deck elevation of approximately 352 feet amsl. <br /> 2.1.2 Climate <br /> The climate for the region surrounding the CHSL is Mediterranean, characterized by mild <br /> winters and moderate summers. According to the California Department of Resources, <br /> California Irrigation Management Information System (CIMIS), during the last 10 years, <br /> temperatures range from a minimum average of 45.6 degrees Fahrenheit to a maximum <br /> average of 71.6 degrees in the nearby city of Tracy. The area surrounding the CHSL receives <br /> an average of about 10 inches of rain per year (CIMIS, 2011), with approximately 70 percent <br /> of rainfall occurring between November and April of each year. <br /> 2.1.3 Landfill Configuration and Improvements <br /> The CHSL is a closed, unlined Class III landfill. The landfill property is approximately 58 acres, <br /> with a refuse footprint that is approximately 44 acres (including recently discovered refuse <br /> outside the closure cap). In 1995 the refuse known at that time was closed with a <br /> prescriptive final cover: a foundation layer, a low-permeability clay layer, and an overlying <br /> vegetative soil layer. In 2001, a landfill gas extraction system was installed to mitigate <br /> landfill gas migration. The original landfill gas extraction system included 39 gas extraction <br /> wells connected by header lines to a flare at the southern end of the site. In 2008, five <br /> Engineering Feasibility Study Geo-Logic Page ■ 3 <br /> Corral Hollow Sanitary Landfill ASSOCIATES <br /> January 25,2013 <br />