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t` <br /> 7. <br /> BORING LOG <br /> 0 <br /> fx <br /> co <br /> B-2 (cont.) <br /> co <br /> Soil Profile Sample Data Penetration Resistance m _1p (Blows/foot-0) 7) Piezometer <br /> 10 20 30 40 50 50+ I- Installation- <br /> I 1 i I I a- Ground Water <br /> Description a o m .o • <br /> o c a.o Moisture Content Data <br /> m —1 o > o E 0.c (Percent-■) T. (Depth in Feet) <br /> O v> m v co , 10 20 30 40 50 50+ m <br /> -0 J <br /> Gray,silty fine sand with trace gravel and organics — ;_. SM 5g I - l - <br /> (very dense,wet) <br /> Boring terminated below existing grade at 91.5 feet on - - <br /> 3/31/17.Groundwater seepage was encountered at _ _ <br /> 5.0 feet during drilling. <br /> 95 - 95 <br /> 100 -100 <br /> 105 -105 <br /> 110 -110 ; <br /> - - m <br /> 0 <br /> rn <br /> c_ <br /> m <br /> o <br /> _ _ <br /> m <br /> a`, <br /> 115 -115 w' <br /> m <br /> m <br /> — — m <br /> 'o <br /> m <br /> 3 <br /> LEGEND n Solid PVC Pipe ' ''I Concrete M Moisture Content <br /> Depth Driven and Amount Recovered Q Slotted PVC Pipe Bentonite <br /> G Grain-size Analysis <br /> with 2-inch O.D.Split-Spoon Sampler Monument/Cap ?' A Atterberg Limits <br /> 3 Native Soil DS Direct Shear <br /> to Piezometer PP Pocket Penetrometer Readings,tons/ft Li, <br /> TR <br /> Ith Driven and Amount Recovered0 Silica Sand <br /> p * Liquid Limit P Sample Pushed <br /> with 3-inch Shelby Tube Sampler + Plastic Limit 1 Water Level T Triaxialco <br /> in <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 /> ° <br /> LL <br /> Project Number NELSON GEOTECHNICAL No. Date Revision By CK d <br /> East Marine View Drive NG' ASSOCIATES, INC. <br /> 988017 Warehouse Building 4/6/17 Original DPN se <br /> Figure 5 GEOTECHNICAL ENGINEERS & GEOLOGISTS <br /> 9 Boring Log <br /> 1 2 311-1 3 51h Ave.NE,A-500 Snohomish County(425)339-1669 <br /> Page 4 of 4 Woodinville,WA 96072 Wenatchee/Chelan(509)665-7696 <br /> (425)466-1669 I Fax 481-2510 www.nelsongeolech.wm <br /> z <br />