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5000 <br />4900 <br />4800 — <br />0 +00 100 +00 200 +00 300 +00 400 +00 500 +00 600 +00 700 +00 800 +00 900 +00 1000 +00 <br />SECTION A -A <br />NOTE: PIEZOMETRIC LEVEL CONSIDERS MEASUREMENTS OBTAINED 1- 14 -94. <br />12E HI- r-t <br />o� <br />STABILITY SECTION THROUGH PIEZOMETERS <br />R -1, B2 -4, B1 -1 & BO -1. <br />PLATE 9 <br />ESTERP <br />ENGINEERS, IN IIIIIIIIIIII VIII VIII VIII VIII IIII IIII <br />xo' q Li <br />SOIL PROPERTIES <br />ZONE <br />f1i <br />C 6 t <br />MATERIAL <br />0 <br />(Psf) (Pcf) <br />1 <br />32.12 <br />204.5 99.47 <br />REFUSE FILL <br />2 <br />36.00 <br />200.0 130.00 <br />ALLUVIUM <br />X = 402.0 3 <br />38.00 <br />1000.0 150.00 <br />BEDROCK <br />Y = 5168.0 <br />d <br />n on <br />n n a7 An <br />rin�ll <br />0 +00 100 +00 200 +00 300 +00 400 +00 500 +00 600 +00 700 +00 800 +00 900 +00 1000 +00 <br />SECTION A -A <br />NOTE: PIEZOMETRIC LEVEL CONSIDERS MEASUREMENTS OBTAINED 1- 14 -94. <br />12E HI- r-t <br />o� <br />STABILITY SECTION THROUGH PIEZOMETERS <br />R -1, B2 -4, B1 -1 & BO -1. <br />PLATE 9 <br />ESTERP <br />ENGINEERS, IN IIIIIIIIIIII VIII VIII VIII VIII IIII IIII <br />xo' q Li <br />