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I <br /> LOG OF EXPLORATORY BORING B-14 <br /> KRAZAN AND ASSOCIATES, INC. PROJECT: Everett Water Main U DATE:09/19/18 <br /> PROJECT NO.:092-18011 PAGE: 1 of 1 <br /> LOGGED BY: JL SURFACE ELEVATION:-- <br /> CONTRACTOR:Geologic Drill BORING TYPE: HSA,Trailer Rig <br /> SAMPLE METHOD:SPT,Split Spoon LOCATION:Everett,WA <br /> cn <br /> Natural Moisture <br /> > z co N-VALUE(GRAPH) Content <br /> w w <br /> MATERIAL DESCRIPTION w <br /> -I"- CL <br /> a c.) 0►- a o 2 (Percent) <br /> w u) a -r °' r Q 10 20 30 40 10 20 30 40 <br /> CO Z Approx.6-inches of concrete roadway pavement. <br /> Gray-Brown Silty Sand with Gravel (SM)(Very Dense, <br /> Moist) <br /> 111' <br /> 23 <br /> t:` <br /> :, 50(64) <br /> 50+ <br /> ..i <br /> 5- 16 <br /> Soil turns gray. <br /> LL: 50(6-in) <br /> 50+ <br /> • <br /> 21 <br /> .ii 37 <br /> 50+ <br /> .. I 50(5-in) <br /> End of Exploratory Boring I <br /> 10- 1 <br /> Water Level Initial: Final:I <br /> Water Observations:Groundwater seepage was not observed. <br /> Notes:-- <br /> Watermaln Keplacement u" APPENDIX A -SOIt.BORINGS October 1,2015 I <br /> WO No. UP3698 SP-230 <br />