Laserfiche WebLink
,fFitarrK 1 r +` <br /> f'ro cct N un .4r.Co-sing L}�amcter <br /> Logged B <br /> G <br /> � o nor 8 g 6i; Y / <br /> xEt-P$3-1013 9" 2" WW. tr <br /> Project Nnme Unocal S/S#5Q98 Well Cover Elevation Date Drnlled <br /> 5606 Ne3fic Avenue,Stockton 5r-1J92 <br /> Boring No. ....- Drilling Hollow-stem Drilling Company <br /> NMI1 Method Auger Woodward Drilling Company <br /> Ptnetratiob Q W. Depth Strati• <br /> blows/6" level (feet) graphy Description <br /> Samples USCS <br /> a <br /> 4 inch concrete sidewalk over sand and gravel base, <br /> Y' Clay,trace sand and silt,very stiff,moist,very dark gray, <br /> Cl-/CH — trace rootlets. <br /> Silty clay,cstunatcd at 15-20%silt with trace sand and <br /> rootlets,stiff,moist,brown to yellowish brown. <br /> b <br /> J <br /> 8116/313 <br /> _ Silty clay,esumated at 251S silt with truce line sand,hard, <br /> [Q moist bro%kn to dark yellowish brown,trace rootlets <br /> CL <br /> s <br /> 9115/28 <br /> 15 Silty clay,estunated at 35-45%silt with trace sand,slightly <br /> micaccous lard moist brown,trace pores <br /> 3 <br /> r� <br /> M�at <br /> II� — <br /> 11/16/23 10 - Silty clay,cstlmawd at 45%silt with tMcc sand,slightly + <br /> tnicaccous hard,moist,brown to dark yellowish biro-n, <br /> truce pores <br /> Pagc l of 4 <br /> ;r IFIM <br /> r <br />