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y <br /> 7 r. xi <br /> Project No. Boring& Casing Diameter Lc)gged By �� G <br /> KEl-P 88-1013 9" 2M WN, <br /> r <br /> Project Nance Well Cover Elevation mite Drilled <br /> 1 Urioca! SIS#5098 <br /> 5606 Pacific Avenue,Stockton 5/20/92 <br /> Boring No. Drtiling Hollow-stem Drilling Company <br /> MW10 Method Auger Wt)<xivard Drilling Company <br /> Penetration G.W. Depth Strati- <br /> blowslV le",el (feet) graphy Description <br /> Samples USCS <br /> 61919 NE clayey silt,estimated at 23% c13Y.micaceous,very stiff, <br /> - <br /> 25 _- y y <br /> --_ moist,brown caliche common wit3i nodules to 3/8 inch in <br /> -_- diameter <br /> ZZ Z.7 <br /> a/261504Y —= <br /> SP Fine-grained sand micaccoul very dense,moist brown <br /> Well graded sub rounded gravel to 1-1/4 inch in diameter, <br /> estimated at 5-100,1 sand,very dense,moist,gray to grayish <br /> GW <br /> 30 :,: brown <br /> ._ : : --------- <br /> 8/13136 - Silty clay,esumatcd at 15% -;dt.trace sand slightly <br /> micaceous hard moist,grayish brown,trace root pores a ith <br /> -- gray staining <br /> 71191?9 35 CL Silty clay as above except gray to greenish gray <br /> Silty clay as above except niic2ceaus,very stiff,gray <br /> 13!13/19 40 Fine-grained sand cslimatcil at 10, silt micaccous,dense. <br /> moist,gray to olive gray <br /> SP <br /> 7116/19 - - <br /> Clay,€slim its d at 1(3':� �i1t,li i d moo, brown:incl gray <br /> 3 CLf- rrieufca trace peire: with nice my *i ;ray stauiing <br /> Pave 2 of 4 <br /> 1035 <br />