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Ge bfvgicaf Technibe Inc. <br /> . <br /> :Bope <br /> nc� re .o.g <br /> Project Name Former Moresco Property Borehole No. SB-6 Page-2— of 4 <br /> Project No. 251.2 Date 06/18/96 Contractor V&W Drilling, Inc. C57 720904 <br /> Lr <br /> Area & County1b865 Gawne Rd., Stockton Drilling Method Hollow Stem Auger <br /> Field Geo/Eng T. McDonald Elevation of Measuring Point N/A <br /> 4. <br /> N/A N/A N/A 100'-0 <br /> Tot. Dep. 100, Tot.Casing Dep. Annular Seal Filter Pack Grout <br /> Borehole Dia. 8.00" Casing Dia. N/A Screened Interval N/A Slot Size N/A Water Level ±110' <br /> o <br /> G. v 30= v ° '- C- <br /> C�' u Description Remarks <br /> U1 N�S2 <br /> 30 08:46 8 i PID Reading <br /> �.. 1 18 1 l SNI SILTY SAND(2.5Y6/6)fine to medium,gap Oppm <br /> graded,30% silt <br /> : ; <br /> y i <br /> 1 <br /> 05:50 15 i SM SILTY SAND(25Y6/6)fine to medium,gap 0ppm <br /> 19 graded,30%silt <br /> V t <br /> 08:54 12 glry SAND(2.5Y6/4)fine to coarse,well graded, 0 ppm <br /> i loose! <br /> V � i <br /> V <br /> i <br /> 08:58 12 Z -- - - NIL CLAYEY SILT(2.5Y6/6)w/ 5-I0% very fine 0ppm <br /> Z <br /> = i i CL to fine sand,FeOx staining,few root tubes, <br /> plastic <br /> r <br /> 09:07 144 '-7-7=7 SM SANDY SILT(2.5Y6/6)30%very fine to fine Oppm <br /> 3 =__ sand,abundant FeOx root tubes <br /> : t <br /> Ir <br /> i <br /> ........ pyi <br /> 09:11 9 --- SM SANDY SILT(2.5Y6/6)30% fine sand rr <br /> --- <br /> V t <br /> Notes: Silt Clay Sand (5Y5/6)=Munsell soil color description <br /> Gravel/Cobbles 1• Lab Analysis Sample Grain size is referenced to the Modified <br /> Wentworth Scale <br /> w rev 3/92 Drawn 09/25/96 <br />