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�. ... Boring <br /> - „ I <br /> �......AMERICA NGEOLOGI CAL SERV ICES,INC. Soil BoriI lg Log <br /> Client: stem Design Well Number: MDS-2 Page 1 of 2 <br /> ProAct Project Number Contractor: <br /> ` Manuel Da Silva CA99DE-089 Frontier Drilling <br /> Location: 15836 S. Stenegul Rd, Escalon, CA Drilling Method: Solid Stem Auger Elevation: 134' (map) <br /> Date Started: 01/15/99 Date Completed: 01/15/99 Angle: Vertical Bearing: <br /> Total Depth, 41.5 FT Water Depth: NA Logged By: RRG Reviewed By: GTW <br /> C T <br /> E O O <br /> � U > <br /> _ O <br /> U O U N <br /> N C O C QU <br /> N <br /> CU p T to U <br /> CL CL ofO V 0 E N fn <br /> Q E E Q OO :3U <br /> o CO co a m v a Geologic Description Remarks <br /> 1.0'3.0': Hardpan Layer <br /> i. <br /> —5 60 SC Sand,Clayey. Coarse to Medium Grained Boring Drilled 20 feet South <br /> 9 Brown. Damp and Loose of Road on Edge of Field <br /> 14 <br /> 12 at 65: Silt,Clayey. Light Gray Mottled with Brown. <br /> s — Medium Stiff Damp. <br /> wo 10 90 SM Sand,Silty. Fine-Grained. Samples for Analysis <br /> 31 Light Brownish Gray. Damp and Stiff. Collected from <br /> 50 First Sleeve <br /> —15 90 SW Sand. Medium to Coarse Grained <br /> ■„ 11 Well Sorted. Light Gray. Loose.Damp. <br /> 17 <br /> 22 <br /> r• <br /> —20 80 SW 20.0' Sand,Clayey. Light Brown. Loose&Damp. <br /> 13 <br /> 27 ML 21.0' Silt. Light Gray. Hard. Damp <br /> 30 <br /> _ Soft at 23.5' <br /> I <br /> CL Clay. Brownish Gray Mottled with Brown. <br /> —25 18 80 Moderately Plastic. Damp. <br /> 50 <br /> w <br /> 30 <br /> Boring Graphics <br /> Sand Sift ■ Clay <br /> I <br />