Laserfiche WebLink
5100 <br />5000 <br />4900 <br />4800 <br />X = 140.00 <br />Y = 5435.00 SOIL PROPERTIES <br />ZONE C d t MATERIAL <br />0 (Psf) (Pcf) <br />1 32.12 204.5 99.47 REFUSE FILL <br />T9 <br />2 36.00 200.0 130.00 ALLUVIUM <br />OTO,p 3 38.00 1000.0 150.00 BEDROCK <br />GS O,1\ <br />s 4 0.00 0.0 62.40 POND <br />EO <br />RO <br />O� Q <br />d17 <br />CRITICAL SHEAR <br />SURFACES h6 <br />— T!3 FF <br />= f FUTURE FILL <br />R <br />CO <br />O o- a- a EXISTING FILL LEVEL <br />_ <br />4 a aaa O / <br />m '�EfRIC L� E L <br />PIEZOM <br />O <br />O <br />0 +00 100 +00 200 +00 300 +00 400 +00 500 +00 600 +00 700 +00 800 +00 <br />SECTION C -C <br />NOTE: PIEZOMETRIC LEVEL CONSIDERS MEASUREMENTS OBTAINED 1- 14 -94. <br />X = 1060.00 <br />Y = 5114.00 <br />900 +00 1000 +00 1100 +00 <br />`'k CRITICAL SECTION THROUGH PIEZOMETERS <br />'*X 1512 -2, P -1, P -1T1, P -1T2 & BO -2 <br />Y <br />PLATE 11 <br />ESTERN <br />ENGINEERS, INC. <br />1111111 VIII VIII VIII III <br />I IIII IIII <br />003515 <br />