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1 <br /> GROUND ZERO ANALYSIS LOG OF BORING DB-1a <br />' PROJECT KNOftE5 HAMM R LOCATION 1140 WEST HAMMER LANE. STOCKTONCA <br /> PROJECT NO _25=21-1 <br /> COMMENTS PAGE 3 OFA <br />' WELL DEPTH F!D SAMPLE ID U S C DESCRIPTION <br /> —DETAIL FT PPM BLOWCOUNT LOG <br /> CL <br />' $4 80 5/85-85 5/90' ELASTIC SILT (MH) <5% FN SNO >95% FNS M DRY <br /> STRNGTH, N-SLW DLTNCY, L TGHNSS L PLST HRD BRN NPO <br /> IS MH DRY <br /> 86 502 <br /> 85 5/90-953 LEAN CLAY (CL) <57 FN SND >957 FNS M-H DRY <br /> STRNGTH N DLTNCY M TGHNSS L-M PLST HRD, SR, NPO, <br /> 88 DRY <br />' 90 30 <br /> b0/5 <br />' 92 CL <br /> 94 <br /> 50 <br />' 50/3 95 3-98 5 POORLY GRADED SAND (SP) >951. FN-M PRLY GRDp SND <br /> 96 <5" FNS v DNS ERN N-SL PO MST <br /> SP <br /> � DB 1-98 5 <br /> 9$ 300 14 <br /> 28 9B 5-99 SSLT (ML) <5" FN PRLY GRDO SND >95 FNS SLW <br /> 15 48 ML DLTNCY L TGHNSS N-L PLST HRD ORNG BRN NPO DRY <br /> 100 � <br /> 102 <br /> i 104 <br />' tas <br /> p,c D G4c4 <br /> 108 <br /> JOH1�d A EPA <br /> 11O__ <br /> 10 LANE <br /> Na 6795 <br /> 4 <br /> —1 1 z <br /> F GF <br /> --114- <br /> -116 t14-116 <br /> 118- <br /> -120- <br /> -122- <br /> -124 <br /> 18-120-122124 <br />