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-� — U'-_ -- n <br /> NAMMINr <br /> Blows Sample USCS DESCRIPTION WELL <br /> F!. No. CONST. <br /> 30 <br /> i 50/3" S-3f) SH Siltv sand, <br /> trace clay, Cine- LO nteclirsm-grained. <br /> moderate yellowish brown. damp, d011Se. <br /> 32 OVA = U ppm <br /> ML Silt. some cla +, trace fine-grained ::and, pale <br /> 34 yellowish brown, slightly damp. slight plasticity. <br /> hard. <br /> 50/2" 5-35 OVA - i) ppm <br /> p <br /> 36- <br /> 38- <br /> 40- <br /> 50/4" <br /> 6384050/4" 5-44 SP Sand. trace silt, fine- -i :=v di}n;}-,reared. vellnt,ish <br /> damp, densc4. <br /> OVA U rpm <br /> U, <br /> w CL Clay. some silt and Eine-gr;.ined sand. pale brotatt, o <br /> a 4 wet. medium plasticity. bard. <br /> x <br /> 44 5-45 OVA = If ppm <br /> 0 <br /> 446- <br /> SP Sand. 'no to medium--erai,n,rd. n;IiC hrnvn• tact. { <br /> rsedium dense. <br /> OVA = O ppm <br /> 5CL <br /> 15 5-54 [leaving scuds, not enough sample to fill sample <br /> Sleeve. <br /> 52 — <br /> CL Silty clav, some fine-grained sand, dark vellowish <br /> 5 brown. very damp, sLi.ght plasticity. hard. <br /> OVA U ppm <br /> YS <br /> 5 fetal ueptit = bl'� feet. <br /> ? Ground-water encountered ;It 44 f+,cL. <br /> Boring terminated at stifficiertt depth Car <br /> 6( monitoring well. <br /> i - - - -- - 50 <br /> - - <br /> x� <br /> LOG OF BORING B4IIV W 4 PLATE <br /> USA Service Station No. 65 <br /> IN <br /> 2500 West Lodi Avenue E -e <br /> r PROJECT 140.87050-3 Lodi, California <br /> L <br />