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Project No.:70-03759.00 BORING NO. <br /> �1 GaAon' Client: Shell <br /> BB-145 <br /> Location: Mountain House, Neighborhood B <br /> GROUP sERVICEs Logged By: J.Adler <br /> Start Date: 6/13/2005 Start Time: Elevation:N/A <br /> LOG OF Finish Date:6/13/2005 Finish Time: 1122 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,low plasticity,20-30%fine sand,rootlets,moist,no hydrocarbon odor <br /> 1103 <br /> 2 <br /> 3-- <br /> 4- <br /> 1109 <br /> 41109 as above,moist, no hydrocarbon odor <br /> 5-- <br /> 10-20%fine sand,rootlets,moist,no hydrocarbon odor <br /> 6 CL <br /> 7 <br /> 1112 <br /> 8 low plasticity,40-50%fine sand,moist, no hydrocarbon odor <br /> 9-- <br /> 10-- <br /> 1115 101115 <br /> 12 SAND <br /> light brown,low plasticity,fine,moist,no hydrocarbon odor <br /> 13 <br /> 14 SP 10-15%fine gravel, moist to saturated,no hydrocarbon odor <br /> 15 <br /> 1118 <br /> 16 SANDY CLAY <br /> light brown,low to medium plasticity, 15-25%fine sand,moist to saturated,no hydrocarbon odor <br /> 17-- <br /> 10-20%fine sand,low plasticity,caliche,manganese oxide staining,moist to saturated,no <br /> 18 CL hydrocarbon odor <br /> 19 <br /> 1122 X EOB at 20 feet bgs. <br /> Page 1 of 1 <br /> No Groundwater Encountered During Drilling. <br />