Laserfiche WebLink
AMERICANGEOLOGICAL_SERVICES,INC. Solt Boring Log <br /> client: stem Design Well Number: <br /> 9 MDS-2 Page 1 of 2 <br /> Pro'ect Project Number: Contractor: <br /> Aanuel 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 `% <br /> o <br /> n U OU N <br /> N C O C -C (n N N <br /> Z <br /> ami m ami O �° U <br /> a E E 3 l= U CO <br /> ~ D o a) <br /> o u) I v) (L m cv CL 01 Geologic Description Remarks <br /> rs <br /> 1.0'3.0': Hardpan Layer <br /> r. - <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 6.5': Silt,Clayey. Light Gray Mottled with Brown. <br /> — Medium Stiff. Damp. <br /> r. <br /> —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 /> a. 11 Well Sorted. Light Gray. Loose.Damp. <br /> — 17 <br /> 22 <br /> am <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 /> —25 80 CL Clay. Brownish Gray Mottled with Brown. <br /> 18 Moderately Plastic. Damp. <br /> — 50 <br /> 30 <br /> Boring Graphics <br /> Sand ■ Silt ■ Clay ■ <br />