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LOO OF EXPLORATORY BORING B-13 <br /> KRAZ N AND ASSOCIATES, INC. P�JECT:Ev_t Water Mamu DATE:om ma <br /> PROJECT NO.:092#e, GE, @, <br /> LOGGED BY: £ <br /> SURFACE ELEVATION:-- <br /> CONTRACTOR:Geologic <br /> D& BORING TYPE: HSA,r:+Rig <br /> SAMPLE ME Homs SSTs R SpoonLOCATION:Everett,WA <br /> I <br /> w 7 Natural mur <br /> § —1,-- N«a uE g�PmContent <br /> Lu <br /> w <br /> # MATERIAL DESCRIPTION S_ g% § <br /> I/ F. o cc <br /> 2f <� E (Percent) <br /> § \ § mƒ 2§ $ g m m k 2 m m q <br /> Approx.6-inches of concrete roadway pavement. : , <br /> I /F Gray-Brown Silty Sand with Gravel (SM) (Very Dense, <br /> Moist) <br /> /} <br /> I ` <br /> / . . <br /> y* . . <br /> ::_ <br /> I + <br /> . . . . <br /> �k <br /> /iv, . . <br /> \.1§,!. . . . <br /> I ` <br /> _, °' m 50+ <br /> \ <br /> } : <br /> I / <br /> \\q . . <br /> \ 4 <br /> I5 4:J <br /> 10222 Soil becomes <br /> + 20 <br /> \ f 39 <br /> ®®/ 19 . \ <br /> �/ <br /> I <br /> q/ <br /> S* <br /> /:',:i <br /> 7;m1 <br /> 07,10 <br /> r <br /> \ $ Si turns gray and becomes very dense. <br /> I i <br /> / k s <br /> \T 32 <br /> / <br /> IEnd of Exploratory Boring <br /> 110— <br /> Water <br /> Level Initial:iFinal:I <br /> 111 Water oa_teE Groundwater seepage was not observed. <br /> Notes:Soil sampk was hitting cobble at approx.depthof 3-ft. <br /> I <br /> Watermain Repmcment'U APPENuIX A-S E BORINGS <br /> SP <br /> 2019Ao No. UP§m SP-2z <br />