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B-3 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> a a) .0 o Drilling Method: Hollow-stem Auger <br /> Ea _ E ) <br /> Z— I— $ w rn E Ground Elevation(ft): m <br /> coZ 4) _Li- co o Cl) J <br /> Ei . c CL 3 0 m U)C Drilled By: Environmental Drilling,Inc. m <br /> c� ° <br /> 2 0 rn 05 rn m - c7 D <br /> o—0Ell AC 6.5"asphalt <br /> m - <br /> .� SM Loose to medium-dense,brown,moist, _ <br /> o silty SAND,fine-grained(Weathered _ <br /> Glacial Till) _ <br /> (Doi <br /> —2 a ATD - <br /> - <br /> o - <br /> o - <br /> z 1 2b 70 W=13 -@3'becomes gray,gravelly,very dense _ <br /> z (Glacial Till) - <br /> o - <br /> -4 - <br /> z - <br /> w - <br /> z - <br /> w - <br /> w_ 2 2b 81 W=16 <br /> ai <br /> 6 <br /> E <br /> V <br /> m <br /> 3 2b 50/ W=10 <br /> —8 2'S" — <br /> -@8'becomes gray,less gravelly,more <br /> co <br /> silty <br /> a <br /> c <br /> z-10 4 2b 50/ W=10 <br /> c°_ j 5" GS <br /> w - <br /> N-12 — <br /> z <br /> 0 <br /> F- <br /> a <br /> m <br /> J <br /> Q <br /> o—14 — <br /> w <br /> o a ATD <br /> c 5IMF 2b 4/ W=13 <br /> u. <br /> w <br /> n <br /> N <br /> m <br /> H <br /> U <br /> w <br /> cc—18 — <br /> a- <br /> o- <br /> o- <br /> o- <br /> 0 <br /> o_ <br /> w_ <br /> co <br /> —20 <br /> 0 6 . 2b 6/ W=9 <br /> w - <br /> a Boring Completed 03/28/17 <br /> d Total Depth of Boring=20.5 ft. <br /> x-22 — <br /> r_ <br /> N- <br /> v Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> co 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> 4 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> r <br /> Proposed AD Systems Figure <br /> GG'OTG ST Expansion Log of Boring B-3 Q <br /> 2201 100th Street SW 8 <br /> Everett,WA <br />