Laserfiche WebLink
I �OJECT H&H Engineering Property Bcring No B-3 <br /> 212 Industrial Drive, Stockton, California Project No 034-98081 <br /> l TE DRILLED TYPE OF BORING <br /> August 11, 1998 3-314" 1 D Hollow Stem Auger <br /> ING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX C Pyatt <br /> MPLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> 2" split spoon with brass sleeves 33 6 36 3 33 6 <br /> C o ° <br /> c'ejanon a = a U a o SOIL DESCRIPTION <br /> Depth (Fd p n g a O1 N <br /> rz cn 2 ° m <br /> 0 ML 2" Asphaltic conaete <br /> CH Fine sandy SILT (ML), light yellow-brown with cobbles, moist, drills <br /> easy (fill) <br /> Stiff silty CLAY (CH) wcth trace sand, dark brown-black, high plastic, <br /> slightly moist, drills easy <br />' ' NO 014 <br /> XX <br /> 33 ML Stiff fine sandy SILT (ML) with clay, yellow-brown, dry, drills firm <br /> { 40 <br /> 10 NO 0 7 <br />' XX 14 <br /> 25 <br /> I� <br />' CL Stiff silty CLAY JCL} with trace fine sand, light redaish brown, moist, <br /> 15 NO 0 4 moderate plastic, drills firm <br />' XX g <br /> 14 <br /> lWhite mottles <br />' 20 NO 33 10 <br /> XX 13 Very thin sand lense <br />' ! 32 <br /> f <br />' 25 NO 3 3 10 ML Stiff clayey SILT (ML), non-plastic, light grey-brown, dry, drills firm <br /> XX <br /> 14 <br /> k 30 <br /> I <br /> 1 CH Soft silty CLAY (CH), highly plastic, light yellow-brown, saturated, <br />' 30 NO 0 g drills easy <br /> XX 9 <br /> 20 <br />' '7 Groundwater encountered at 33 6 feet <br /> 35R' XX 3 7 <br /> 18 <br /> ML Fine sandy SILT (ML) with trace silt, trace fine gravel, light <br /> I <br /> 'S=Refusal g,eater tnan 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br />