Laserfiche WebLink
...... ......r <br /> Or <br /> FCaaln <br /> epth of boring, 00 ft. 01 mater of boring, 9 in. Dale drlllad, 5 30 98 <br /> Casingdlansatar, N A Lerigtt�, NIA Slot sue, <br /> N A ~ <br /> Q► dlametenML Longttr N1A Idaterlo! typa,NZA <br /> CCmpany,_Wayne Drilling Co Uaeck Hollow—stem Au er lel <br /> 01oglEtr R. Alden <br /> Skristure of Rafilatarad Profaasdonali, <br /> w RoVeIrstfon No., 4313 <br /> te, Calif. <br /> C <br /> DEPTH SAMPLECS <br /> NO. m P'l D• �pE DESCRIPTION WELL <br /> CONST. <br /> .J <br /> Concrete and asphalt base. <br /> 2 <br /> 4 <br /> 5-5 1& ppm ML Silt with same fine—grained sand, moderate ' <br /> 6 slightly damp, slight plasticity, medium dense ellow brawn, t <br /> 5-10 1 <br /> 70 22 <br /> Sand 1 <br /> ppm y silt, fine— to medium—grained, yel!ow brown to <br /> red brown, slightly damp, very stiff, <br /> 12 <br /> 14 <br /> 5,15 33 ppm SM Silty sand, fine— to rnediurn— rained, <br /> 9 yellow brown to '';'•� <br /> Y6 red brown, slightly damp, dense. <br /> ! 18 ; <br /> 20 S-20 78ppm ML Sift, trace fine—grained sand, <br /> m g yellow brown to gray green, <br /> slightly da <br /> p, medium plasticity, hard. <br /> (section continues downward) <br /> -Q <br /> _ LOG OF BORING B-1 / PLATE <br /> AAPIJsd G�oSy�f�m- ARCO SerVICe Stutlon No. 780 <br /> 225 South Cherokee Lane P-4 <br /> PROJECT No. �Sg48-3 Lodi, Calitomia <br />