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5100 <br />5000 <br />4900 — O <br />4800 = <br />X = 154.00 <br />Y = 5091.00 <br />FACrO <br />R1010 OF SqF <br />161.00 <br />260 00 ' 4g <br />X = FEET s <br />SOIL PROPERTIES <br />ZONE <br />16 <br />C <br />6 t <br />MATERIAL <br />0 <br />(Psf) <br />(Pcf) <br />CRITICAL SHEAR <br />1 <br />32.12 <br />204.5 <br />99.47 <br />REFUSE FILL <br />2 <br />36.00 <br />200.0 <br />130.00 <br />ALLUVIUM <br />3 <br />38.00 <br />1000.0 <br />150.00 <br />BEDROCK <br />4 <br />0.00 <br />0.0 <br />62.40 <br />POND <br />FUTURE LEVEL OF FILL <br />O <br />Y = 4956.00 <br />PRESENT LEVEL OF FILL <br />S, F <br />` <br />sj <br />123 ss, <br />CRITICAL SHEAR <br />SURFACE _— <br />/ <br />P�EZOMETRIC <br />SURFACES. <br />N <br />O <br />�— <br />- <br />m daa� <br />m O <br />N NNN <br />a �n <br />N <br />a <br />0 +00 100 +00 200 +00 300 +00 400 +00 500 +00 600 +00 <br />REMODELLED SECTION C -C <br />NOTE: PIEZOMETRIC LEVEL CONSIDERS, ONE ASSUMED WORST CASE SURFACE. <br />OTHERS MAY EXIST, BUT ARE NOT DEFINED BY PRESENT DATA. <br />700 +00 800 +00 900 +00 1000 +00 1100 +00 <br />ITICAL SECTION THROUGH PIEZOMETERS <br />62 -2, P -1, P —M, P -1T2 & BO -2 <br />PLATE 12 <br />ESTERN <br />ENCINh ERS, INC. IIIIIII 111 IIIII IIIIIIIII111 IIII 11 <br />