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5100 <br />5000 <br />4900— <br />F:�� <br />N <br />PIEZOMETRIC <br />SURFACE No. 1 <br />w <br />o' <br />w <br />v7 <br />PIEZOMETRIC <br />SURFACE No. 2 00 <br />r <br />IN <br />CRITICAL SHEAR <br />SURFACE, SAFETY <br />N FACTOR = 1.583 <br />n. <br />'!f <br />V) <br />0 <br />0 <br />r7 <br />FUTURE FILL <br />O <br />EXISTING FILL LEVEL <br />�-- PIEZOMETRIC SURFACES No. 1 & No. 2 <br />OWITH PIEZOMETRIC SURFACE No. 1 <br />LOW PERMEABILITY BOUNDARY <br />_ '—�j WITH PIEZOMETRIC SURFACE No. 2 <br />O3 O WITH CONSTANT PORE <br />PRESSURE OF 499.2 PSF <br />0 +00 100 +00 200 +00 300 +00 400 +00 500 +00 600 +00 700 +00 800 +00 900 +00 1000 +00 1100 +00 <br />SECTION C -C <br />NOTE: PIEZOMETRIC LEVELS CONSIDER PORE PRESSURES <br />MEASURED ON 4- 16 -94. <br />STABLILITY SECTION THROUGH 100 & 300 SERIES PIEZOMETERS <br />,LATE 38 <br />ESTERN <br />ENGINEERS, INC. <br />IIIIIII11111Illlllllnnninmis3 '0z <br />CRITICAL SURFACE <br />COORDINATES <br />SOIL PROPERTIES <br />POINT X- COORDINATE <br />Y- COORDINATE <br />ZONE <br />kS <br />C <br />6t <br />MATERIAL <br />1 <br />138.00 <br />4834.00 <br />(') <br />(psf) <br />(pcf) <br />2 <br />242.71 <br />4833.47 <br />3 <br />312.23 <br />4836.70 <br />1O <br />32.12 <br />204.5 <br />99.47 <br />REFUSE FILL <br />4 <br />376.56 <br />4851.55 <br />5 <br />448.09 <br />4882.54 <br />O <br />31.10 <br />0.0 <br />130.00 <br />ALLUVIUM <br />6 <br />537.60 <br />4955.73 <br />38.00 <br />1000 <br />150.00 <br />BEDROCK <br />7 <br />573.53 <br />4998.76 <br />4 <br />0.00 <br />0 <br />62.4 <br />WATER <br />FACTOR OF SAFETY <br />= 1.583 <br />N <br />PIEZOMETRIC <br />SURFACE No. 1 <br />w <br />o' <br />w <br />v7 <br />PIEZOMETRIC <br />SURFACE No. 2 00 <br />r <br />IN <br />CRITICAL SHEAR <br />SURFACE, SAFETY <br />N FACTOR = 1.583 <br />n. <br />'!f <br />V) <br />0 <br />0 <br />r7 <br />FUTURE FILL <br />O <br />EXISTING FILL LEVEL <br />�-- PIEZOMETRIC SURFACES No. 1 & No. 2 <br />OWITH PIEZOMETRIC SURFACE No. 1 <br />LOW PERMEABILITY BOUNDARY <br />_ '—�j WITH PIEZOMETRIC SURFACE No. 2 <br />O3 O WITH CONSTANT PORE <br />PRESSURE OF 499.2 PSF <br />0 +00 100 +00 200 +00 300 +00 400 +00 500 +00 600 +00 700 +00 800 +00 900 +00 1000 +00 1100 +00 <br />SECTION C -C <br />NOTE: PIEZOMETRIC LEVELS CONSIDER PORE PRESSURES <br />MEASURED ON 4- 16 -94. <br />STABLILITY SECTION THROUGH 100 & 300 SERIES PIEZOMETERS <br />,LATE 38 <br />ESTERN <br />ENGINEERS, INC. <br />IIIIIII11111Illlllllnnninmis3 '0z <br />