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k�yyr <br /> L .tu ''�=;�;."��"- .a� c "�k'sib ! au't-_ 4'3�a ,?.. g�x:, - r, '-vq! P .��`;�: R'US.E, F -'! »�M S"'•�� " <br /> Blows sample USCS WELL <br /> 1 r1. No. DESCRIPTION CONST. <br /> ^e G <br /> 3" as halt over 3" base rock. <br /> 2 lL Silt, trace clay and fine-grained sand. moderate <br /> brown, damp. slight plasticity. <br /> 4- <br /> 32 s-5 OVA.= O ppm <br /> 6 <br /> IZ <br /> _ t <br /> Grades to light olive brown, hard. <br /> 10- <br /> 50/2 S-10 OVA = 0 ppm <br /> �I <br /> . . <br /> w <br /> µ CL Clay, trace silt and fine-grained sand, light olive <br /> h4 <br /> 3 brown, damp, medium plasticity, hard. .� <br /> V16 87 S-15 OVA = O PPM <br /> x 1 <br /> v <br /> !t3 — ^— <br /> SP Sand, tine- to medium-grained. gravish va]Ilalw, <br /> slightly damp, very dense. j <br /> 20 <br /> 5O/3" S-20 CL Clay, trace silt, moderate olive brown, damp. <br /> Medium plasticity, ]lard. . <br /> 22 OVA = 0 ppm <br /> 1 SP Sand with some silt, trace clay, fine-grained. <br /> 2 - ;; <br /> moderate yellowish brown, damp, dense, <br /> 33 S-25 OVA = U ppm <br /> 26 <br /> v ' <br /> € <br /> -- ------- ..-----...__.--_--, --- -- <br /> ' CL Clay with some silt and fine-grained sand, moderate <br /> yellowish brown;..damp.. medium. plasticitr-...hard <br /> 30 012" S-30 OVA = 0 pm . <br /> t (section continues downward) <br /> t LOG OF BORING B6/MW-6 PLATE <br /> U.S.A. Service Station No. 65. <br /> kr 2500 West Lodi Avenue P-9 <br /> PROJECT NO, 87050-3 Lodi. California <br />