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Geological Technics Inc. <br /> XXX <br /> Project Name Hunter Container Corp. Borehole No. MW-1 Page 2 of 2 <br /> Project No. 397.2 Date 09/30/96 Contractor V&W Drilling Company C57 Lic. 720904 <br /> Area & County 35275 Welty Road, Vernalis Drilling Method Hallow Stem Auger <br /> Field Geo/Eng M. Niemi Elevation of Measuring Point N/A <br /> Tot. Dep. 40' Tot. Casing Dep. 40' Annular Seal 21 -3-2 ' Filter Pack 24-40' Grout 0-21.3' <br /> 8.00" 2,0^ 25-40' 0.020" +30' <br /> Borehole Dia. Casing Dia. Screened Interval Slot Size Water Level — <br /> d Location-131' NW/5' E of SE corner of <br /> y Sy plant <br /> rin c �j U "' Description Remarks <br /> 5. U <br /> 30 <br /> PID (mod. 58013) <br /> ppm <br /> 35 <br /> 13 <br /> 1038 a - ;.;4;�;aGP SANDY GRAVEL, bluish green 342 ppm <br /> 1047 2 = �' G� As Above 663 ppm <br /> a = <br /> z- <br /> SANDY GRAVEL trending to silt, bluish <br /> 1052 1 1GM <br /> = ►_:�_:�iac i <br /> green to brawn 670 ppm <br /> 1 <br /> I <br /> a <br /> 1 <br /> Fill <br /> Notes: Silt Clay Sand (5Y5/6)=Munsell sail color description <br /> J11111111111111111=denotes sample submitted for laboratory analysis <br /> Pebbles _ Clayey Sand Grain size is referenced to the Modified Wentworth Scale <br /> rev 3/92 Drawn 10/01/96 <br />