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I- <br /> M <br /> BORING LOG <br /> 0 <br /> B-2 (cont.) <br /> 0 <br /> Penetration Resistance c' J <br /> Soil Profile Sample Data (Blows/foot-0) v, Piezometer <br /> 10 20 30 40 50 50+ I-- Installation- <br /> , I I I I I L" Ground Water <br /> L a o . = o .f Moisture Content 5 Data <br /> Description a m » o n o-. c 2 <br /> @ J o f o E m L (Percent-I.) o (Depth in Feet) <br /> CD CD cn In U in 4 10 20 30 40 50 50+ m <br /> v J <br /> Gray,fine to medium sand with silt and gravel 30 11 v _ - - <br /> (medium dense to dense,wet) y <br /> -becomes medium dense ' 35 -35 <br /> -with trace organics and sea shells 26 - - <br /> SP-SM <br /> -with wood debris 21 ' 40 =40 <br /> ' <br /> Gray,silty fine to medium sand with gravel and organics/ _• <br /> •• - <br /> wood debris(medium dense,wet) „... •. <br /> i 45 =45 <br /> ti�.. 12 <br /> 50 -50 E <br /> -becomes dense 32 - <br /> .0 <br /> SM - - <br /> _ _ - - d <br /> -becomes medium dense 28 55 -55 <br /> with trace gray silt with sand pocket • 11 - <br /> cn <br /> - I = Si <br /> O3 <br /> i i m <br /> 0 <br /> LEGEND ❑ Solid PVC Pipe t;j?{ Concrete M Moisture Content °3-' <br /> j Slotted PVC Pipe Bentonite A Atterberg Limits <br /> Depth Driven and Amount Recovered G Grain-size Analysis <br /> with 2-inch O.D.Split-Spoon Sampler Monument/Cap Native Soil DS Direct Shear <br /> to Piezometer PP Pocket Penetrometer Readings,tons/ft w <br /> Depth Driven and Amount Recovered * Liquid Limit 0 Silica Sand P Sample Pushed o <br /> with 3-inch Shelby Tube Sampler + Plastic Limit 1 Water Level T Triaxial <br /> NOTE:Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgement.They are not necessarily m <br /> representative of other times and locations.We cannot accept responsibility for the use or Interpretation by others of information presented on this log. o <br /> 0 <br /> LL <br /> Project Number East Marine View Drive NELSON GEOTECHNICAL No. Date Revision By CK <br /> i <br /> N GA ASSOCIATES, INC. <br /> 988017 Warehouse Building 4,67,E Original DPN use a <br /> GEOTECHNICAL ENGINEERS & GEOLOGISTS G <br /> Figure 5 Boring Log Z <br /> 17311-135th Ave.NE,A-500 Snohomish County(425)339-1689 <br /> Page 2 of 4 Woodinville,WA 96072 Wenatchee/Chelan(509)665-7696 <br /> (425)486-1669/Fax 481-2510 www.nelsongeolech.com . <br /> Z <br />