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I <br /> BI I <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> IE a Drilling Method: Hollow-stem Auger <br /> Z To o ;a CO E Ground Elevation(ft): a) <br /> a) L ( LL as Cl) J <br /> a n 3 n Cl) t3 <br /> II 0 E c E o N co <br /> — <br /> tj In otS Cl) m H U <br /> -0 .\A��Asphalt surfacing _ <br /> o_ . \GP Dense,brown,dry,sandy GRAVEL, _ <br /> I 0_ <br /> SP angular(Base Course) <br /> E- Si I b2 49 Dense to very dense,brown/grey,damp, - <br /> o_ gravelly SAND,dominantly fine-grained _ <br /> - 5 • (Glacial Till) <br /> GS <br /> S2I b2 73 W=10 _ <br /> a <br /> z - S3 1 b2 50/ <br /> 5 - 8" <br /> O- SP Very dense,brown/grey,dry to damp,very <br /> x —10 gravelly SAND,dominantly fine-grained — <br /> z= S4� b2 79 GS9 (Glacial Till) - <br /> z- SP Very dense,grey,damp,slightly gravelly <br /> c?- SAND,dominantly fine-grained(Glacial - <br /> m - <br /> z Till)—15 50/ <br /> • <br /> o= S5 n b2 6„ _ <br /> 1 _ <br /> -o 20 I <br /> Q ATD <br /> _ S6 lirb2 74 Perched water horizon at 20'BGS <br /> o <br /> x - <br /> o - <br /> z - - <br /> z <br /> o • <br /> J <br /> —25 50/ <br /> S7111b2 4„ <br /> a- <br /> w <br /> o_ • <br /> w <br /> c.4 <br /> —30 50/ — <br /> 0 _ S81 b2 4„ • <br /> • <br /> w - <br /> N - <br /> I- _ <br /> I:F3 <br /> 55 / W=19 <br /> S9� b2 <br /> ' w <br /> 4 t <br /> O 0 <br /> 0 Si b2 40/ • — <br /> o - <br /> I a _ Boring Completed 10/18/18 <br /> Total Depth of Boring=41.5 ft. <br /> X - <br /> co- <br /> —45 — <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> I 0 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> 0 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> oo <br /> I <br /> North Puget Sound Behavioral Figure <br /> C,eoTe5T Health Treatment Center Log of Boring B1 5 <br /> Everett,Washington <br /> I <br />