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Environmental <br /> LOG OF BORING NO MW-2 PAGE -L of--L <br /> Science & PROJECT NO 6-90-5030 DATE 10-31-90/11-1-90 <br /> A CILCgRp CdfPAMt Engineering Inc CLIENT AT&T REF ELEV TOC=36 75 <br /> 4090 Nelson Avenue Suite J SITE LOCATION LODI CA METHOD HOLLCW STEM <br /> Concord, California 9452-0 AUL.ER <br /> _ 415 685-4053 BORING LOCATION NORTH OF MAIC[ <br /> ,.,� <br /> BUILDING AND ACCESS ROAD HOLE DIA 10' <br /> J z z <br /> o Q <br /> � v C Q 1 z 'VV1 Q DRILLER REYLIK DRILLING ^ lW v <br /> L � in r = U y <br /> r a of 3 « {W a- a C E'r- LOGGED BY NEIL GARRETT/PAUL GRAFF <br /> aj REVIEWED BYCILIO GONZALEZ, JR R G 4154 u, <br /> W Q <br /> o > > I s DESCRIPTION 3 <br /> ' -- - - <br /> I <br /> a i I Ground surface pebble gravel � <br /> 1 <br /> f _ <br /> SM SILTY SAND (SM) dark brown, erne grained, well graded, <br /> t medium dense, moist, no odor. Calciie concretions <br /> ; ff <br /> } A RING <br /> S <br /> � 1 5-65 SM � <br /> e R NG <br /> 10 <br /> �0 0 i0-1 i 5 SP SAND {SP} light brawn to grayish brown, tine 10 very <br /> t2 fine grained. medium dense, moist, no odor. hemaiite <br /> staining, micoceous <br /> 1 <br />' C. RING <br /> 0 15-16 5 SP <br />' 26 O <br /> D: <br /> C7 <br /> D RING <br /> 2 _� -- <br /> 20-21 5 Sp SAND i<SP) medium brown to reddish brown, very fine <br /> grained medium dense, moist, no odor trace clay <br />' L5 - - -- - <br /> . -C-RINC SP <br /> 25-26 5 <br />