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Boring Log and Well Construction Diagram <br /> ff CORPORATION Soil Boring SB Deep <br /> Page: 2 of 2 <br /> `Project Parkinson's Arco <br /> Owner Jim Parkinson <br /> Location 3250 W.Hammer Lane,Stockton,CA Proj.No. 8800401A <br /> _ Description <br /> aai as — � v nJ U <br /> m (Color,Texture,Structure) <br /> Geologic Descriptions are Based on the USCS. <br /> 30Continued <br /> 5 . Sand,as above,fine-coarse,well graded,saturated. <br /> 4 .o 0 0 <br /> 20% $ o°oa <br /> 6 <br /> 32 o °moo• <br /> 0 <br /> 34 °o <br /> o°o <br /> 30 °o SW <br /> ° As above,decreasing odor <br /> 36 0 0.. <br /> °o °o• <br /> o°o <br /> °a <br /> o� <br /> 38 •o ° <br /> °o0 <br /> 0 <br /> •o °v. <br /> 40 to <br /> 0 o As above, increasing coarse sand <br /> ° <br /> sw <br /> 42 Sandy Clay,gray moist,•stiff, 80%fines,20%fine sand" <br /> CL <br /> 44 • o o° <br /> -3 <br /> °uo 0 <br /> 46 •o <br /> o°o <br /> °o 0 <br /> 48 <br /> •o °o <br /> 50 sw <br /> ° °o o° <br /> °o • Sand as at 40`. <br /> °°�-c <br /> 52 <br /> o°,o <br /> 54 ° <br /> 0 <br /> ., -0.5 <br /> Q 56 CL Sandy Clay, gray with balck mottling, moist,stiff, 70%fines, 30% <br /> o ; <br /> fine-coarse sand NPO. <br /> d , <br /> K <br /> U58 <br /> ' <br /> 60 <br /> O <br /> U <br /> Q <br /> o; 62 <br /> z, <br /> Z . <br /> Y <br /> 64 <br /> 0 <br /> 66 <br /> 68 <br /> 0 70 <br /> E <br />