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14" <br /> ------------------------- <br /> I � <br /> I z <br /> I � <br /> I <br /> ( PROBE TOP 6,�ryp 1/4 X 3/8 12 <br /> I UNDER PROTECTIVE <br /> ENCLOSURE LID(TYP) <br /> METAL HINGE il) <br /> i (TWO EA) I ° <br /> N / <br /> LOCKING HASP �` ° o o ° <br /> 1/4 12 <br /> ( } o <br /> I <br /> I z 1/4"STEEL PLATE <br /> M 1/8"STEEL PLATE 3 <br /> I � EACH SIDE OF <br /> a.�ma.mm-amnia METAL HINGE <br /> 1 TOP VIEW ISOMETRIC VIEW <br /> SCALE: NTS <br /> SCALE: NTS <br /> NOTES: <br /> 1 . ENCLOSURE IS TO BE FILLED WITH SAND. <br /> 2. STENCILS ARE TO BE CENTERED ON THE ROAD <br /> SIDE FACE OF THE ENCLOSURE. <br /> 3. ENCLOSURE OPENING SHALL BE FACING THE ROAD <br /> 118" 1/4 J(TYP) <br /> 2"MIN 6"METAL <br /> 114 HINGE <br /> ALL CORNERS(TYP ° <br /> 114 X 318 VI2 1/4"PLATE <br /> 9 <br /> 2" I ( ————————- ————— <br /> j 1/2"0 <br /> f1.5" 3/4' � o <br /> 4"STENCILS <br /> 1• <br /> 1.5" <br /> 1l4 <br /> WELL PIPE <br /> ENCLOSURE <br /> (D <br /> SIDE VIEW <br /> SCALE: NTS STENCIL DETAIL <br /> 4 SCALE: NTS <br /> GROUNDWATER <br /> NTS <br /> COUNTY OF SAN JOAQUIN s NORTH COUNTY MONITORING WELL FIGURE 4 <br /> NTS LANDFILL ENCLOSURE Re a <br />