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4 <br /> ! q 1 + <br /> GROUND ZERO ANALYSIS <br /> LOG OF BORING DB-1a <br /> PROJECT xNOWLE5 HA1A1N R LOCATION 1140 NEST HAFAIA R tiLMI, STOCKTON CA <br /> PROJECT N4 95-013 <br /> COMMENTS <br /> OF_ <br /> WELL DEPTH RD SAMPLE 10 U S C PAGE <br /> DETAIL FT PPM BLOWCOUNT LOG DESCRIPTION <br /> 42 WL <br /> (F•am DB-1) <br /> —44- <br /> 10,000+ <br /> 410,000+ <br /> 46 <br /> 46/50-51/55 SILTY SAND (SIA) 75-85% FN PRLY GRDD SND <57 FN <br /> PRLY GRDD GRVL 15-25: FNS V DNS BRN NPO WET <br /> 48 <br /> 5p <br /> 10000+ 20 SIN <br /> 50/5 <br /> 52 <br /> 51/55-60 5/65 SILT (FAL) 5-10: FN PRLY GRDD SND 90-95" FNS L <br /> DRY SIRNGTH 5LW DLTNCY L TGHNSS L TO N PLST HAD <br /> 54 BRN M TO SL PO DRY-VST <br /> a 000 50/5 <br /> 56 <br /> Al L <br /> 58 � L <br /> 700 4C50/2 j <br /> 62 <br /> 60 5/65-70 5 POORLY GRADED SAND (SP) >95e u PRLY GRDD SND� <5- <br /> 64 <br /> FNS V ONS BRN SL PO MST <br /> Del -66] <br /> 11 <br /> 66 38 <br /> 5 000 50/5 <br /> SP <br /> 68 <br /> 70 <br /> 13 <br /> SO 32 70 5-7b/80 SILT (ML) <5" FN PRLY GROD SND >95- FNS L DRY <br /> 50/3 STRNCTH 5LW DLTNCY L TGHNSS N TO L PLST HRD ORNG <br /> 72 8RN TO BRN SL PO MST <br /> —74— <br /> ML <br /> 50 36 <br /> 76 5D/2 76/80-80 5/85 LEAN CLAY (CL) <5- FN SNO >951. FNS H DRY STRNGTH <br /> N DLTNCY FA-H TGHNSS M PLST HRO LT CRY N-SL PO <br /> DRY <br /> 78 <br /> 80QB 1 -80 I� <br /> 70 40-0 CL <br /> 50/3 <br /> MHi <br />