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Project No.. 2055 Boring- B8 Plate APPENDDI <br /> a UL Site Tosco 76 Service Station 5886 Date, 21@9 <br /> 18/ _ <br /> Drill Contractor - 'recision SamhnB. Inc, <br /> Sample Method Geologist MARK S_,_DOC <br /> Drill Rig S i C Bore Hole Diameter. Q" Signature: <br /> Location Registration 4412 <br /> Logged by- Brian Wingard <br /> GEOLOGIC DESCRIPTION ' <br /> Asphalt <br /> + + Fill <br /> NR + + <br /> Silty in <br /> clayey sand, light brown, medium-graed <br /> SC sand <br /> -5- <br /> NR Clayey pit.- light brown, slightly moist traces <br /> and l <br /> NA ML <br /> V <br /> NR <br /> 1 S;' cra -Town, mfo famed, maisr to wet, <br /> e-gr ned <br /> NR =_ <br /> _=_ light brown, mottled, dry 1-4 <br /> CL <br /> _- 4 - <br /> 83% NA =_- � <br /> ML Clayey silt, brown, medium brown, very moist q <br /> a� <br /> NR =- SM Silty sand. medium brown, very moist d <br /> Clayey silt, brown W <br /> 75% NA 44 <br /> P-1 Sandy clay, brown, mottled, 15% sand, medium- <br /> grained rn <br /> °4 <br /> 17% <br /> gray/brawn, mottled 19 <br /> NA =__�_ s <br /> a u <br /> to sandy clay <br /> rm, moisT. o <br /> 00 <br /> U3 <br /> -7-7-7-71 to of core, city -- 3 % $and, 70% clay, free <br /> 42% __= w ter in core Wei, ot�opn of core on ist <br /> CL gray, arwined saa color change O o ar <br /> -- <br /> gray, <br /> 50% <br /> $$and, ver yy coarse- rained, 10% silt, saturated, <br /> NA =_= alay at t34' in core�arrel, grades to sandy <br /> 00 =-- <br /> clay - firm, very stiff, greenish gray, <10% <br /> silt <br /> 00 =__ .b <br /> 1 <br />