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Project No.: 2055 Boring- B8 Plate APPENDIX <br /> fMEln� <br /> Site• Tosco 76 Service Station 5686 Date: 2/1Z99 <br /> Drill Contractor: Precision SAMRUU9, Inc <br /> Sample Method: Hvdrnqunch jSnntuuiQuS Core ^Geologist_-MARK S_ IlOCKIJM__ <br /> Drill Rig SDifCPT Bore Hole Diameter.6"_Signature. <br /> Location 200 Feet WaA of Sout-h-vmstCorner Registration. 4412 <br /> Logged by Brian Wmn and <br /> A <br /> q �• �, �� �y GEOLOGIC DESCRIPTION ' C <br /> 4 <br /> p 6 <br /> NR + + <br /> Silt clayey sand, fight brown, medium-grained <br /> SC s d <br /> -5- <br /> NR Cla a light brown. slightly moist traces <br /> sanif (<5%) <br /> NA ML <br /> v <br /> NR <br /> Re c y� ed mho wed. moist to ire <br /> ___- light brown, mottled, dry NR � <br /> CL <br /> 83% NA -- <br /> _ M-L Ilayeysilt, brown, medium brown, very moist <br /> NR 7=-= SM Silty sand. medhum brown, = moist <br /> ML Clayey silt, brown a2 <br /> 75R NA Sandy clay, brown, mottled, 15% sand, medium- <br /> __= grained � n <br /> 17% <br /> _ gray/brown, mottled m <br /> _ p4 <br /> NA ==_- �t iplay, 10% sar�d, grades into sandy clay b <br /> __= st '28 , firm, moist N <br /> 00 <br /> _--- o <br /> -.- CL to of_core, Fla - 3 X $and, 0:� cla , free W <br /> 42X ___- water m core barrel, otto o core o <br /> 3 ^_ of coarse- can coor change o�k <br /> -_= gray, 20% �t <br /> 50% <br /> ---- sand, y <br /> _ rcoarse- nd, 107% silt, saturated, <br /> free <br /> r . mcoregegrades o sandy <br /> NA 4 <br /> 00 <br /> _= clay - firm, very stiff, greenish gray, <10% A <br /> = silt <br /> 00 <br /> _— m <br /> o e a e <br />