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� <br /> PROJECT: Immanuel Lutheran Church JOB NO.: J-204t Penelrometer DCP-2b PAGE 1 OF � <br /> � Locatfon: Everett,Washingron Approxfmate Surface Elevallon:86 feet <br /> Soll Descript(on Panetration Resistance a � <br /> '� a � a a � `m � Q � c <br /> a q aa. � � o n Standartl Blows perfoot Other i d <br /> 'r� Q tq ~ N Z � 3 0 70 20 30 40 Z ~ <br /> ! <br /> � <br /> � .i. .�. .�. <br /> � Soit,moist,brovm,sandy,ciayay SILT wilh trace to � <br /> . . . . . . . . <br /> . . . . . . . . . <br /> � same gravel • � • . • • • � • : : <br /> ___ ........................,-.. <br /> .--•.-� . <br /> . � . . . . � . . 60 <br /> """_""""""""""""""""""""' . . � . . . . <br /> 5 Verydense.moisl.9��Y.clayeY.sillySANDwithsome ""—_ "'.:..:...:...:"'"""""'""'..-"' <br /> 7 gravel(VashonTill) <br /> , --- :..........:...:......:...•�-- <br /> - Densily Cone Penelromeler completed at 4S feet <br /> No gwuMwaler observed _"' +".�...'".;...s..-}";•";"';-• <br /> ' : . . . . . . . . <br /> : . . . . . . . . . . . <br /> .� . . . . . . . . . . . <br /> • _--' �"";"'•""�"'�".;...,...�...�...,-..., <br /> � 10 <br /> 1 - <br /> � 15 --- <br /> •y' •:"';' <br /> �. <br /> � <br /> . , . . , . . . . . . <br /> , � ;..-'-�-�-•-+---�-••;.-•:---�---�...:--•; <br /> zu — <br /> � --- <br /> zs <br /> Explanation <br /> �, Monitorina Well Kev Moisture Content <br /> I2-inch O.D.split spoon sample 'i.;:'.;� Clean Sand Plaslic Limll nawre� LIquIE Llmit <br /> � � 3-inch I.D Shelby tube sample � Bentonile I � <br /> � Testinq Kev <br /> � No Recovery � GrouUConcrete GSA = G2in Size Analysis <br /> �,i 200W=200 Wash Analysis <br /> v Groundwaler level at time of drilling S Screened Casing Att = Atterberg Limits <br /> n7o or date o(measurement Consol.= Consolidalion Test <br /> �_� BlankCasing <br /> � ZZA Z�pper Zfroan ASSOCia[Cs. Iftc. PENETROMETER LOG Figure A- <br /> ,,,�/�^y`.*^ GeotcchNcel and Encimnmenwl Consul�in� Dale Pro6ed: 115@005 Logged By: GDS <br /> i <br />