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t` <br /> m <br /> BORING LOG <br /> 0 <br /> tr <br /> B-2 <br /> ,, <br /> N <br /> Approximate Ground Surface Elevation: ?? co <br /> 0 <br /> Penetration Resistance a' J <br /> Soil Profile Sample Data (Blows/foot-e) Piezometer <br /> 10 20 30 40 50 50+ I- Installation- <br /> o ' I I ' I Ground Water <br /> Description E 0) o..°o o C a c Moisture Content Data <br /> m J o f o E co • (Percent-■) o (Depth in Feet) <br /> 0 0 co to U in J 10 20 30 40 50 50+ m <br /> -0 J <br /> Asphalt-5 inches <br /> 2 inches of gray silt with fine sand ML - - <br /> Gray,fine to coarse sand with silt and gravel(loose,wet) - - <br /> SP-SM 5 -5 1 <br /> 8 I _ • - <br /> Gray-brown,silty fine to medium sand with organics, _ <br /> wood debris,and trace gravel(very loose,wet) — <br /> •,-- •- 10 -10 <br /> Gray-brown silt with fine sand,organics,wood debris, - <br /> _ <br /> roots,and trace gravel(very soft,wet) <br /> i 15 -15 <br /> ML 0 _ <br /> Gray,fine to medium sand with silt,trace gravel and - - <br /> organics(loose to medium dense,wet) - <br /> 20 -20 E <br /> 10 <br /> ,, <br /> 0 <br /> SP-SM - - <br /> d <br /> 25 -25 w <br /> -with trace wood debris 13 - - <br /> m <br /> 0 <br /> m <br /> _ <br /> — <br /> m <br /> LEGEND n Solid PVC Pipe Gi Concrete M Moisture Content °� <br /> Depth Driven and Amount Recovered 0 Slotted PVC Pipe Bentonite <br /> G Grain-size Analysis <br /> with 2-inch O.D.Split-Spoon Sampler Monument/Cap 1 ;;; Native Soil A Atterberg Limits <br /> milDS Direct Shear <br /> to Piezometer PP Pocket Penetrometer Readings,tons/ft w <br /> IIDepth Driven and Amount RecoveredEllSilica Sand <br /> P * Liquid Limit P Sample Pushed <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. 73 <br /> 0 <br /> LL <br /> Project Number NELSON GEOTECHNICAL No. Date Revision By CK 15, <br /> East Marine View Drive ASSOCIATES, INC. <br /> 988017 N G A 1 4/6/17 Original DPN LSB Q <br /> Q. <br /> Warehouse Building <br /> Figure 5 GEOTECHNICAL ENGINEERS & GEOLOGISTS Z <br /> g Boring Log 17311-1351h Ave.NE.A-500 Snohomish County(425)339-1669 <br /> Woodinville,WA 96072 Wenatchee/Chelan(509)665-7696 0 <br /> Page 1 of 4 (425)486-1669/Fax 481-2510 www.nelsongeolech.com <br />