Laserfiche WebLink
Project No.:70-03759.00 BORING NO. <br /> �1 GaAon' Client: Shell <br /> BB-167 <br /> Location: Mountain House, Neighborhood B <br /> G R O UP s E RV I c FS Logged By: D. Boone <br /> Start Date: 7/14/2005 Start Time: Elevation:N/A <br /> LOG OF Finish Date:7/14/2005 Finish Time: 1009 Boring Dia.:2" <br /> SOIL BORING Driller: EnProb Drill Method:Direct Push <br /> Hammer Weight: N/A Drop: N/A <br /> Borehole Completion Data: Fully hydrated bentonite to 3'below grade,native soil to surface <br /> wQ X w o DESCRIPTION <br /> _J> > J Q = 2 <br /> a� 0-0a W w a <br /> Q~ aw Q o n � w �p Q) <br /> �? nX Q) a-- H (D_J D <br /> Top 5 feet advanced by hand auger. <br /> SANDY CLAY <br /> 1 dark brown, 10-20%sand, rust staining,rootlets,dense <br /> 0948 <br /> 2 <br /> CL CLAY <br /> 3 dark brown, medium to high plasticity,some silt,approximately 10%sand,rootlets, rust staining, <br /> no hydrocarbon odor <br /> 4-- <br /> 0954 <br /> 5 CLAYEY SILT <br /> greenish gray,80%silt,trace gravel,damp, no hydrocarbon odor <br /> 6 <br /> 7 <br /> 0.0 0957 <br /> 8 SANDY SILT <br /> light brown,approximately 20%sand,rust,caliche,no hydrocarbon odor <br /> 9-- <br /> 10__ <br /> ML <br /> 11 <br /> 0.0 1000 <br /> 12 SANDY SILT <br /> light brown,low plasticity,approximately 20%sand,some fine gravels,caliche,manganese <br /> oxide <br /> 13-- <br /> 14-- <br /> 15-- <br /> 0.0 <br /> 314150.0 1005 <br /> 16 SILTY SAND <br /> brown,trace gravel,fine-to medium-grained, moist,no hydrocarbon odor <br /> 17- <br /> 18- SM <br /> 19 <br /> 0.0 1009 EOB at 20 feet bgs. <br /> Page 1 of 1 <br /> No Groundwater Encountered During Drilling. <br />