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Geo log lea l Technics Isco <br /> Log <br /> g <br /> Project Name George's Service Borehole No _ MW-102 Page 2 of 2 <br /> Project No 425,2 Date---129/97 Contractor V&W Drilling_,,,,,,, <br /> Area & County Garner of Qurhamr nd Hw Jo <br /> Field Geo/Eng M. Niemi Drilling Method Hollow Stem Auger <br /> 12" 0-39' , <br /> Borehole Dia.39-50'fot Depth `50 Tot Casing Depth 50' Casing Dia 2~ Screened Interval 47.5--45 <br /> Filter Pack_50-43.5' Annular Seal 43 5-41' Slot Size 0 020" Grout 41-0' dater Depth <br /> ZO <br /> in d 0 Remarks <br /> W £ ° = +� : ' U E Description <br /> °' E v� z° ~ ra Q a �, a a v� �. p OVM (PPM) <br /> 3 U v, <br /> 0708 Say HEAVING SAND-medium to very coarse <br /> grained, geology sample only <br /> No hydrocarbon <br /> odor <br /> 3 <br /> SW HEAVING SAND <br /> 0801 SANDY CLAY-(10YR5/8), fine grained 0 <br /> sand <br /> 40 <br /> 0926 504• CL CLAY-(2 5Y6/8), very plastic, pieces of <br /> --- wood from auger plug <br /> 0951 3 SAND-fine to coarse grained, heaving, <br /> e limited core <br /> 45 <br /> 1004 a8 o °aocoo GC CLAYEY SANDY GRAVEL-fine to very 0 <br /> 47 c°00°0°� coarse sand, gravel to 25mm <br /> 50 <br /> 1023 sn = CL CLAY-(2 5Y6/8), plastic 0 <br /> Not — <br /> es SAND CLAY ® Annular Seal ® Grout <br /> ISILT GRAVEL Sample Submitted to Laboratory <br />