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Geofogica(Techn s Inc. .,.r <br /> Boreiofe Log <br /> Project Name Mar rave Property Borehole No. S13-4 Page 1 of 1 <br /> Project No. 148.2 Date 12/16/9 3 Contractorgsterberg & Stewart Inc. 446670 <br /> Area & County Lodi, San Joaquin <br /> Field Geo/Eng T. McDonald Drilling Method_ Hollow Stem Auger <br /> Elevation of Measuring Point N/A <br /> OAW <br /> Tot. Dep. 30' Tot. Casing Dep. N/A Annular Seal N/A Filter Pack N/A Grout 30'- 0 <br /> Borehole Dia.7.25' Casing Dia. N/A Screened Interval N/A <br /> Slot Size N/A Water Level N/A <br /> .c Z ;o �2 <br /> rr v `'' a °' �~ ° y ° o V Cn <br /> cn U Description Remarks <br /> vii cn U U (D �n <br /> 0 <br /> ML SANDY LOAM-light brown, fine, <br /> �-► logged off auger 0-8' <br /> 5 <br /> r <br /> 00 <br /> SM <br /> SILTY SAND-tan, very fine to medium 8-10' <br />�. <br /> w/ few coarse granules,poor grading 0 OVM <br /> a <br />� v <br /> SAND-red brown, fine to medium,well 13-15' <br /> W graded, loose 0 OVM <br /> w o U <br /> Z <br /> y 2 SM SILTY SAND-red brown, very fine to 18-20' <br /> 3 medium w/few very coarse granules 0 OVM <br /> z <br /> SM SILTY SAND-red brown, very fine to 23-25' <br /> medium w/ few very coarse granules 0 OVM <br /> V <br /> d. 28-30' <br /> SP SAND yellow, fine to coarse, poorly 0 OVM <br /> graded, loose <br /> by <br /> Notes. 0 Silt 0 Clay Sand (5Y5/6)=Munsell soil color description <br /> Grain size is referenced to the Modified <br /> Cement Grout ®Bentonite LLLJ Sand Filter Pack Wentworth Scale <br />+- mv3/92 ==denotes sample submitted for laboratory analysis Drawn 010494 <br />