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- Geological chnics Inco i
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<br /> ' Project Name George's Service Borehole No !RR=105 Page 2 of 2 r
<br /> Project No 4252 Date 6 30 98 Contractor M&W Driilirip
<br /> ' Area & County Corner of DurhoM Farcy Rd. ,.,and Hwy 33/ San Joaquin Co.
<br /> F ietd Geo/Eng M Nl mi Drilling Method Hollow Stem Auger
<br /> Borehole Dia F"__ Tot Depth 50' Tot Casing Depth NA Casing Dia Screened Interval
<br />' Fdter Pack Annular Seat Slot Size Grout SG-0' Water Depth
<br /> y L
<br />' 4- a Ul d 0
<br /> -C� a E a C 0 � ° Description
<br /> Remarks
<br /> �� Descri tion CPP
<br /> o : v, zo `��0 3 W U � � P OV M rn
<br /> 1 0809 ss 0606060 GP SANDY GRAVEL—some clay, loose 0
<br /> 3
<br /> 0901 1 SW HEAVING SAPID—fine to coarse grained, 0
<br /> loose
<br /> 40
<br /> 091 1 is CL SANDY CLAY—(2 5Y6/6), very fine34 �
<br /> grained, plastic, moist
<br /> 45 _
<br /> 0923 119 CL CLAY—(2 5Y6/8), very plastic, nodules. p
<br /> 50
<br /> a
<br /> 0931 CL SANDY CLAY—(2.5YB/8), very fine Q
<br /> --- grained, plastic.
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<br /> Motes © SAND CLAY ® Annular Seal Grout
<br /> SILT °o° GRAVEL Sompia Submitted to Laboratory
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