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JJLAB <br /> CORE LABORATORIES <br /> Ground Zero Analysis CL FILE # 57111-95365 <br /> Normac <br /> GZA Project No. : 95-009 <br /> GEOTECHNICAL ANALYSIS RESULTS <br /> Sample Permeability Moisture _ Bulk Density Median Descriptiony <br /> IO (Vert) Content Grain-Size <br /> Kair Ory Natural (Trask) <br /> and I % gm/cc am/cc <br /> S-MW3-25.5 24.1 31 .7 1.46 1.92 0.0189 Silt gray-brn clay <br /> S-MW2-35.5 5226 24.2 2.06 2.20 2.4701 Sand It brn of-pbly sl silty <br /> S-MW1-50.0 1279* 32.7 1.82 2. 14 0.0172 Silt gry-brn vfgr sand v clay <br /> Sample fractured upon drying resulting in elevated measured permeability <br /> i <br /> ITia analyses upiuxm,or mtarpwlalions cool ainud m 11-repair are bawd ,on nhservahous and m rhinal supplied by the cuenlfor wnosu uxclusne mJ canhdenBai use the laport has hoe"made The mtarprelalwns of apn,on,expressat <br /> ed ropiolarn the bell Ildgmenl O!Cme Laborories Core <br /> taboraW e5 however e r <br /> asoes no iesponslblllly and makes no warranty or relowsenlalrons express or in puod as to the pnlau.tmlN prop"aper rt ons or orolaableness of any oil gas coal or other mineW property well or sand in connection with which si Gh repair is used Or relied upon for any fedeon <br /> whatsoever This report shad N l be ieprodriced except in xs enl+ie ly ww Wel the wnhun approval 01 Cora 11hor t1C les <br />