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CALTRANS RIGHT—OF—WAY <br /> (APPROX) LINEAR LOW—DENSITY POLYS WLENE LINER (LLDPE) <br /> GEOCOMPOSITE DRAINAGE LAYER <br /> .2—Fr VEGETATIVE SOIL LAYER-:-- <br /> O\ ' <br /> 1 FT OF SUBGRADE & <br /> 2—FT MIN THICKNESS TO REFUSE <br /> 3YEIGI&L SECTION <br /> PELQEDSE12 EIN& CMIER 0=51ght <br /> HIGH PRESSURE <br /> PETROLEUM PIPELINE <br /> (APPROXIMATE LOCATION) CALTRANS CLOSURE AREA <br /> (APPROX 0.2 AC.) <br /> s <br /> SJCO CLOSURE AREA <br /> (APPROX 1.1 AC.) <br /> r <br /> � �TN <br /> i <br /> GRAPHIC SCALE <br /> 100 0 50 100 200 <br /> l !/H L�W ��/ , r ` , in feet <br /> L <br /> i <br /> i <br /> 1 Inch 200 ft. <br /> i <br /> i <br /> FIGURE 7 <br /> ii G PROPOS FINAL COYER EXTENSION <br /> ENGINEERING FEASIBILITY STUDY <br /> CORRAL HOLLOW SANITARY LANDFILL <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> RETENTION POND <br /> Goo—L atee <br /> CORRAL HOLLOW CREEK Geologists, H eola fists, and Engineers <br /> ��— <br /> f /i� rt is j I I l� 1%I 1'I,'' 1 ✓ /��i%��% /j/ / /�� j /i' i / !t (l) /� ji%rrr DRAWN BY: DATE JOB NO. <br /> VL 2013 2011-115 <br /> f I t'• i," i iii" i i .�` / ;G' ;! ii /// <br />