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1011 39TH ST 2016-01-01 MF Import
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1011 39TH ST 2016-01-01 MF Import
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Last modified
3/31/2017 10:34:56 AM
Creation date
3/31/2017 10:34:32 AM
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Address Document
Street Name
39TH ST
Street Number
1011
Imported From Microfiche
Yes
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Boring Log � <br /> Prqed Name: I Sneel of <br /> Zakos Residence � 2 <br /> Job No. Logged by Stari Date: (:ompklion Dale�. Boring No <br /> 10138 MGM -- --- 7/9/02 —_ 7/9/02 _ 6-1 --- <br /> Drillmg Conlador Driiling Method. Sampling MMhod <br /> Geolo ig c Drill __ ___ HSA SPT <br /> GrounO SuAace Flevation� Hole ComplMion� <br /> f 191� ❑ MonAoring Well [..] Pie�aneter � Abandoned,seakdvnlh dmlonrte <br /> Generei W I No < $ t °1 u> $ Surlaw Conditioos Dep�h of Topsoil 3"-4" <br /> a <br /> NIXeS (^/) , BF°.vs ,a E� p " m j E. I <br /> (� u� �n u� <br /> 1__ SM ' Brown silty SAND, very loose, wet(Fill) <br /> t '— I <br /> z — <br /> is.o <br /> t <br /> 3 — <br /> 4 - - <br /> Zz o 5 I -pockets of dark brown, wet to saturated <br /> z - <br /> 6 -- <br /> - -_ . _ - - <br /> SM � Moriled brown silty SAND, medium dense, moist to wet <br /> I ] _—_ � <br /> 12.0 � <br /> 39 8 SM Brown silty SAND, dense, moist <br /> 9 � -trace small gravel <br />' -13%fines <br /> »o I I i �� _ -pockets of poorly graded sand <br /> 45 <br /> 11 <br /> 12 - <br /> .. — _—_._ -_.- _.. . .. ._ __ _— <br /> �3.0 73 _ SP-SM Grades to brown poorly graded SAND, dense, moist <br /> q� o <br /> • <br /> 14 -cortains wet pockets <br /> o -pockets of silty sand <br /> . <br /> ° r <br /> e.o �' � -becomes very dense <br /> 58 0; 16 <br /> : 17 — <br /> 15.D � <br /> m 76 � 18 - <br /> � � �s <br /> -becomes wet to saturated <br /> � � a I <br /> 5i <br /> n' <br /> R Boring Log <br /> � T'.c`11'l}1 �,OI1SU�1�11115 II1C. Zakos Residence <br /> � � ���I.�I�.Illli�l'.r�i'.4.MNIJ�A1"11\I'.�i�lna.i.vlr�irl.:�. <br /> Everett, Washington <br /> � <br /> i� Proj.No. 10138 Dwn. GL8 Datc dey 2002 Cnecked MGM Date 7118l02 Plate A2 <br /> m � <br /> SuDsudace conddions dopided represent c�r o�servalions at lhe lime antl locahon ollhis e�loratory hde.moddied by engineering�esls.anntysis arxl <br /> �udgmenl. They are not necessariy rcpresentativo of other t�mes and Ixations.We cannot acoepl responsibility(or Ihe use or interpretation by ot�ers o( <br /> minm�alinn nroeaJM nn Ih:e Irv� <br />
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