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i <br /> PROJECT: Immanuel Lutheran Churcli JOB NO.: J-2041 BORING: B-1 PAGE 1 OF 1 <br /> � Location: Everett,Washingron Approximate Surface Elevalion:85 feet <br /> Soil Description � � � .o Penetration Resistance m � <br /> � aa na c � � Q ' c <br /> � a � F n � a 3 Standard Atomperfoot Other j d <br /> m F. <br /> � y y = � 0 10 20 70 40 5 Z <br /> � 2 inches of asphalt over Icose to medium dense.molst, <br /> � gray gravelly SAND with some silt(Fiil) ' • ' ' ; ' ' ; ; ; : <br /> : : : : : � <br /> �...•...:...........•...:...�...�...•...: <br /> Hard,moisl,mollled,gray and brovm lean CLAY S-� ' ' ' ' : I , ' I 23 A�L <br /> M � .Y��.. <br /> 1 T' ' 1 <br /> "'""""'"'"'""""""'""'_'_"'_"""_""""'_"' . . . <br /> � 5 "''�""���� :.. <br /> Very dense,molst.gray,clayey,silty SAND v.�th some � S-2 � ; 59 GSA <br /> . . . � . . . . <br /> gravel(Vashon Till) •...�."'..•...•...�..•...•...•..:...� <br /> -�__ ...... .._ <br /> � Verydense,moist,gray,silrySANDvnlhtracegravel S-� ' ' ' ' : : : <br /> (VazhonTill) _'__ ,"'}..{"'+"'„"}"';"';'"'�"';"' <br /> � G9 <br /> .� 10 " :...L..:.":"':".C..:...:"":"':...: <br /> � Dense,molst,gray,silly SAND (Vashon Till) S-Aa ; ; ; ; ; ��Z <br /> """"_"""""""_"""""____'_"""'__.— ........:...........:...:... <br /> Dense.moi56graySAND (VashonTilp S-1b •• , <br /> ' 15 - <br /> _ ,...................................... <br /> Verydense,maisl,9raySAND �VashonT�li) —' S-5 : ; : : � : : : � � ��� <br /> """""_""""""""'__"'____- �_..�..-:'..r...i."•""'..�...t"'•"" <br /> Verydense,molst,pray,clayey,silly SAND (Vashon <br /> � . . . . . . . . . . . <br /> , . . . . . . . . . <br /> � "_'_ +""";".,._.;...� ...,-...,"'i""+"';""'• <br /> Bonn9 compleled al 16.5 feel <br /> Nogroundwaterobserved ;,,,;,,�...;...;. ' ' ' ' ' <br /> � '_'__ :...:..�...:...:.."""":...:...:."' <br /> 20 <br /> � <br /> I <br /> —'--' ' -' ' ' <br /> ! <br /> � -'--- <br /> 25 <br /> � Expla�ation <br /> I ' Monitorino weli Key Moisture Content <br /> I2-inch O.D.split spoon sample !;i;��.?� Clean Sand P��stic Limit N�wr�i Uqultl llmit <br /> � 3-inch I.D Shelby tube sample � Bentonite I�—`--�I <br /> Testinq Kev <br /> � � No Recovery � GrouUConcrete GSA = Grain Size Analysis <br /> 200W=200 Wash Analysis <br /> � Groundwater level at lime of dnlli ig � Screcr�ed Cas'ng Att. = Atted>erg Limits <br /> ^T� or date of ineasuremenl Cr,nsol.= Consolidalion Test <br /> ' �_� BlankCasing <br /> �� Zipoer Zeman Assotla[ei. Inc. BORINv LOG Figure A- <br /> � Geotedinical�nd Encironinental Consulting Dale Drllled: 21312005 Logged By: BAG <br /> I <br /> � <br />