Laserfiche WebLink
DWTH SAMPLE n P.I.D. USC$ DESCRIPTION ALL <br /> NO. CODE CMT <br /> 54 Silty clay, with trdce fine— to very coarse--grained sand, <br /> 010 S-51 72 ppm CL brown with tan mottling, dry, medium Plast+City, <br /> very stiff <br /> - 52 - <br /> V <br /> 54 SM Silty sand, with trace fine— to medium--grained sand <br /> (observed in top portion of sample only) <br /> 5-55 32 NSA CL Silty clay, moderate brown with ion mottling, dry, <br /> 56 ppmv medium plasticity, very stiff <br /> 5B <br /> ' S-58 57 PP v <br /> T D Total depth = 59 feet <br /> 6D Ground water encountered at approximately 53 feet <br /> Boring terminated to install ground water <br /> monitoring well <br /> - 62- <br /> - 64 - <br /> - 66- <br /> - <br /> 66 <br /> 68 <br /> o <br /> r 72 <br /> 74 <br /> 76 <br /> 78 <br /> 80 <br /> r <br /> r "Aw�1An LOO OF BORING: B-S/MW-7 PLATE <br /> IFAVVAgna ,Former Unocal Station No. 2859 <br /> 1665 Pacific Avenue 9 <br /> PROJECT NO. 38072 10 FILE NO Stockton, Calltornla <br /> - 8012J6C <br /> r <br />