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B-3 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> a N a° o Drilling Method: Hollow-stem Auger <br /> E a E a <br /> z CO °o :a m E Ground Elevation(ft): aa) <br /> o 2 a) U. CO o CO <br /> ° m E c E o o m coc Drilled By Environmental Drilling, Inc. lb- <br /> O 0 co co co m I— C7 D 2i <br /> li <br /> E —0 mg AC 6.5"asphalt <br /> m SM Loose to medium-dense,brown,moist, <br /> wo silty SAND,fine-grained(Weathered <br /> Glacial Till) <br /> 0. <br /> —2 V ATD — <br /> ai _ <br /> (.9_ <br /> z - 1 2b 70 W=13 -@3'becomes gray,gravelly,very dense <br /> o= (Glacial Till) <br /> F-4 — <br /> z - <br /> c7 _ <br /> 111: <br /> _ <br /> _ <br /> :1 :: ;; ::: <br /> — <br /> -@8'becomes gray,less gravelly,more <br /> R silty <br /> Q. <br /> a . <br /> —1 0 — <br /> co 50/ W=10 <br /> o 4 i 2b 5" GS <br /> cc <br /> x <br /> N-12 — <br /> z <br /> 0 <br /> -J <br /> Q <br /> 0 -14 - <br /> w - <br /> -' a ATD <br /> n 5� 2b 40/ W=13 _ <br /> o - <br /> Uw —16 — <br /> ! <br /> E,_ <br /> N _ <br /> F _ <br /> w <br /> it-18 — <br /> a <br /> 0 <br /> 0 <br /> 0 <br /> O <br /> w <br /> 0—20 50/ - <br /> 6 . 2b W=9 <br /> w g" _ <br /> O <br /> ce a Boring Completed 03/28/17 = <br /> o Total Depth of Boring=20.5 ft. _ <br /> x —22 — <br /> v Notes: 1. Stratigraphic contacts are based on field interpretations and are approbmate. <br /> u> 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> 00 <br /> 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> A <br /> Proposed AD Systems Figure <br /> c oTG 5T Expansion <br /> 2201 Log of Boring B-3 Q <br /> 100th Street SW 8 <br /> Everett,WA <br />