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were sought. The determination of pore pressures were made by <br />calculating the pressur es measur ed above each of the individual <br />piezometer's sand packed zones. A graphic comparison of maximum <br />and minimum pore pressures meas ured at section C-C during the <br />monitoring period are presented on Plate 35 of the Appendix. The <br />fallowing table presents pore pressures measured on March 16, 1994: <br /> 10 0 Series Piezometers <br /> Pore Pressure Determination <br />PZ Piezometric Boundary Difference Pore Pressure <br />ID Surface Elev. Surface (Feet) (PSF) <br /> (4/16/94) Elev. <br />100 DRY 4867.43 0.00 0.00 <br />101 4862.36 4854.43 7.93 494.83 <br />102 4863.12 4861.53 1.59 99.22 <br />103 DRY 4850.23 0.00 0.00 <br />104 DRY 4845.28 0.00 0.00 <br />105 4840.72 4840.53 0.19 11.86 <br />106 DRY 4835.53 0.00 0.00 <br />107* 4826.16 4819.53 6.63 413.71 <br /> 300 Series Piezometers <br /> Pore Pressure Determination <br />PZ Piezometric Boundary Difference Pore Pressure <br />ID Surface Elev. Surface (Feet) (PS) <br /> (4/16/94) Elev. <br />300 DRY 4895.15 0.00 0.00 <br />301 DRY 4888.15 0.00 0.00 <br />302 4886.27 4883.15 3.12 194.69 <br />303 4885.59 4872.15 13.44 838.66 <br />304 4885.50 4863.15 22.35 1,394.64 <br />305 4885.48 4855.15 30.33 1,892.59 <br />306 4884.99 4837.15 47.84 2,485.22 <br />307* 4824.96 4822.15 2.81 175.34 <br />* Fo undation Piezometer. <br />23 <br />