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' � � <br /> - 1 `�opl: <br /> Lo.9CONDOR PRTH �CHNOLOGIES Soy <br /> 9 - <br /> PROJECT NO: 1172 PAGE 17 OF' 1 f <br /> PROJECT: Oi Salvo Truck Lines - VentLro Ave DATE: 1/19/95 BORING NO f "SP1 <br /> LOCATION: 100 S Ventura Ave . Stockton" CA LOGGED B M Crum <br /> DRILLING CONTRACTOR: V'ironex T DRILLING METHOD: CC DRILL'EOUIP: GecoroUe <br /> SURFACE CONDITIONS: Asoholt- DEPTH TO STATIC ,WATER: 12'. ' <br /> .. . P_. VOLATILE <br /> SAMPLE SPT p S. ORGANIC <br /> VAPORS REMARKS <br /> DEPTH BLOWS IFC1 DESCRIPTION <br /> I1}. (OPER L :S. tPFm} <br /> E PIDIPI0. <br /> GRAVEL F i i i Mater;of <br /> CLAY Oar& aroy W), No Odor <br /> homogenous, htgh DH O <br /> orcan;c content, PPM. <br /> 100% Fines with hrah plasticity <br /> CLAY Ocrk greenish gray �SGY 1/11, O <br /> s-;FF, mast, slightly mottled, trace* OH ppm No Odor <br /> Fine sand, <br /> °5a+aines with high piosticity:. <br /> na d, ma i sr, ;8' root runes, OH. 0 <br /> G^ —� - m4 No Odor <br /> 00% r ;nes with h;ah Icsric;t fl <br /> a / P. <br /> l9 24 SANDY CLAY !cd yellowish brown t5YR 3191, <br /> sort to Firm, moist, mat'ied grey block <br /> From 3' to 9', CL: <br /> —1 20e very Fine sand <br /> SO: Fines with moderare picstic;ty <br /> S.-NOT CLAY 01;ve gray I5Y 4111. <br /> se- wet, CL <br /> tS.01 20: eery Fine sand <br /> �. SOA Fines with moderate plasticity <br /> TOTAL GUTH OF SOIL PROBE 16 0' <br /> -M 00 <br /> Y, <br /> i <br /> -252 y <br /> t <br /> f <br />