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PROJECT : Jl,tIWKKiLWHLUGti CLIVI . BORING NO.Mw '1�13H_^2) <br /> ,LOCATION GOT-DE,_CQL0;ZAn4 <br /> COORDINATES N, E. ELEV. PAGE ) OF i <br /> x <br /> z�z,,. x <br /> a '3 a o ata u�i �W hu'- DESCRIPTION OF SOILS <br /> ti s LL x ru); a x <br /> tAJ G a_ w' N 'q—1 Q UI 0 <br /> W cc J d <br /> .; gp Fill - coarse angular cobbles with some coarse <br /> °oo gravel. Little sand and fines, except top 6".Loose <br /> a°. Bottom of fill at 3' <br /> . 36 Brown coarse gravel with cobbles and coarse to <br /> ,�•� 9P medium sand, little fines <br /> 0 <br /> 5 0 ,°� Boulder at 4_'5" to 716" <br /> oI <br /> ° •i <br /> • I <br /> o . 39 <br /> �• a <br /> 10 41 ° <br /> Boulder at 11'6" to 13' <br /> It.r — Fine to coarse sand gravelly and silty. Dense <br /> SP/SM 67 Boulder at 14' to 15 ' <br /> 15 <br /> Increasedgravel content <br /> .'. SM 27/6" <br /> Fine to coarse silty sand with some gravel. Dense <br /> 20, <br /> "- 50/4" Weathered bedrock from 23': to .-.23'6 1 <br /> edrock 50/1,t Bedrock _ , sound, competent' amph_ibolite <br /> 25 -1 Baring .compleeed at 25'b", aTi'11=12-81 <br /> 2;1" PVC casing installed to 24' <br /> Ground water at 7' on the completion of boring ` <br /> O <br /> I ' <br /> LOG OF BORING <br />