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%'- <br /> I <br /> SE- <br /> 1 <br /> PROJECT NUMBER BORING NUMBER <br /> EET <br /> SOIL BORING LOG <br /> DelMonte East Mr,er <br /> LOCATION <br /> PROJECT SLoc�ton.Cr_ <br /> CLEYATION tom'.=— <br /> DRILLING CONTRACTOR 5p2ctrum p crat,o:.,Inc. <br /> DRILLING METHOD AND EQUIPMENTHolir_w—.__.- SteT Au yc•1, 0 J -- <br /> LIlA START Oo/10/'r1 FINISH 08!10/9'1 ,LOGGER R Brtne <br /> aumgar <br /> WATER LEVEL: COwIENTS <br /> SVVLE STANDARIJ SOIL DESCRIPTION <br /> PEt1ETRATIOr: �- <br /> OL- TESTy <br /> ;� a Y RESULTS SOIL NAME,USCS,ROUP SY!"gOL,COLOR, DEPTH OF CASING,DRILLING Rai <br /> mw a 21 w M015TU�c'CONTENT,RE!ATIVE DENSITY o DRILLING FLUID LOSS <br /> . <br /> xa ¢ a W OR CON515'.ENCY,SOIL STRUCTURE, �� TESTS APID INSTRUh4E1ITAT]ON <br /> hw w ws 0 6'-6'-6' !4,r r <br /> a� cu NERALO�Y `J <br /> arc r_ Y� w IN] _ <br /> Q= M CF <br /> 2 -1301 similar to anove except sac,e 0qq <br /> 34,0 green mottling I HNu = !ppm <br /> I• I� <br /> I <br /> i <br /> 34.5 34.5'-30,0'FINE SAND w,th SILT (SM), - <br /> 35.0 _ 7-IL-tr Drown,moist. so!t,rchesve,non-plastic, t <br /> I26! uniform 11 <br /> 36,0 HNu=0.5ppm <br /> 9 <br /> 39.5 39,5'-41.0'WELL GRADED SAND with SILT <br /> 40.0 _ _ 7-11-13 and GRA4cL {SW-SM);Drown with some <br /> f7q} retl staining,mo sf,l rm,cehesiae,low <br /> 41.0 plasticity Nnen hydrated HNa= Ippm <br /> 1 <br /> 450 45.0 45 n'-46.� SILT/SAND (SM):mown,moiSt, <br /> 1p_17_25 stiff,ccheswe,low p9a5liLity when q HNu= 1.4,Pm <br /> 142) I hydr3te.3 1 <br /> 46.5 HNu=0.2PPm <br /> � I <br /> j N)groundwater encountered <br /> 50.0 Total DeAth=50.0 feet <br /> 55.0 i <br /> all <br /> I <br /> 1 <br />