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3 Geological Audit Services, Inc. 90171NG L 00 <br /> �� Envlionmen�8/ProfessJona/s <br /> ... Yb"Unda-SbcMw <br /> Fielde 2 Of 2 <br /> Geologist F Morris-Daverin Page <br /> Project Name Larry's Auto Repair Dnlhng Co. V&W Drilling Date 2/11194 <br /> Project Number GeoAudit 817-S Auger Type 8" Hollow Stem Boring I D 13JL04W-1) <br /> Weil Depth Sample Blow ov Group- - god Description <br /> Design p ldentffieattoa Counts Reading Symbol W f <br /> OL Dark brown,damp,Silty Clay, medium plasticity,fine to <br /> medium sand in trace amounts,mottled,hydrocarbon odor <br /> 6 <br /> B1-45 8 1120 Reddish brown,moist, Clayey Silt, fine to medium sand in trace <br /> 9 amounts,mottled,medium plasticity,hydrocarbon odor <br /> ai <br /> U <br /> ML <br /> 50 B1-50 ----- 2333 Light brown,moist,Clayey Silt, fine to medium sand in trace <br /> Y amounts,hydrocarbon odor <br /> CD c � <br /> cu <br /> co <br /> N 16 <br /> B1-55 27 2058 SM Greenish gray,damp,Sandy Silt,micaceous,hydrocarbon odor <br /> 39 <br /> --- --------- ------------- -------- --- -------- --------- ----- --- -------- <br /> 14 <br /> 60 B1-60 28 709 SW Brown,saturated,rounded,Fine Sand, traces of silt, <br /> I U 35 hydrocarbon odor <br /> co <br /> 20 - <br /> -- --- --------- -- ----------- - - --- - ---------- ----- ----- ----- ------ <br /> �' <br /> Ur o 18 <br /> CC T <br /> (25 ,0 B1-65 27 632 OL Dark gray,saturated,Silty Clay, fine sand in trace amounts <br /> 28 ------------------------ ---------- -- -------------------------- - ------- -- ---- <br /> � [V <br /> IBrawn,saturated,rounded,Fine Sand,silt in trace amounts <br /> 70 — SW Brown, saturated,rounded,Fine Sand,silt in trace amounts <br /> I <br /> ----- ----- ----- <br /> Boring terminated at 75 feet below ground surface(BGS) <br /> Groundwater encountered at approximately 58 feet BGS <br /> , 80 <br /> F� r <br /> e M <br />