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{ <br /> 'Ge ' fog oca( Techri ws Inc. <br /> B646ho'le . L.og <br /> Project Name Former Moresco Property Borehole No. SB-3 Page 2 of 2 <br /> Project No. 251.2 Date 04/06/95 Contractor Osterberg & Stewart Inc. C57 446670 <br /> Area & County 16865 Gawne Rd., Stockton Drilling Method Hollow Stem Auger <br /> Field Geo/Eng T. McDonald Elevation of Measuring Point N/A <br /> LO <br /> Tot. Dep. 50' Tot. Casing Dep. N/A Annular Sea NL_._ /A_ Filter Pack N/A Grout 50'-0 <br /> Borehole Dia. 7.25" Casing Dia. N/A Screened Interval N/A Slot Size N/A Water Level ±110' <br /> L <br /> G z NO � � o <br /> 3 + CJ E.y _ <br /> °- E V Description Remarks <br /> E uoQc <br /> 30 PID Reading <br /> +� SW SAND(2.5Y6/8)fine,well graded, Oppm <br /> 12.08 v' <br /> W <br /> SW SAND(2.5Y6/8) fine,well graded, Oppm <br /> An 12:20 O <br /> +.+ 0 i <br /> S SAND(2.5Y64) fine to very coarse,well Oppm <br /> 12:32 (� graded,loose <br /> a. 2 <br /> a.. - <br /> -=-- ML CLAYEY SILT(2.5Y5/6) contains few fine Oppm <br /> ......... sand grains, plastic,FeOx root tubes <br /> 2 12:45 <br /> LM <br /> 55 <br /> — 60 — <br /> Notes: <br /> 0Notes: 0 Silt Clay Sand (5Y5/6)=Munsell soil color description <br /> Gravel/Cobbles Lab Analysis Sample Grain size is referenced to the Modified <br /> Wentworth Scale <br /> i•• rev 3/92 "Suspected low reading due to faulty PID Drawn 05/05/95 <br />