4704 HARBOR LN 2018-01-02 MF Import

i BORING LOG a �I B-2 (cont.) B Soil Profile Sample Data Penetration Resistance (Blows/foot - 0) .o Piezometer 10 20 30 40 50 50 9 Installation - -6 2 Ground Water Description n S' a P E c o W E Moisture Content (Percent -0) A o Data (Depth in Feet) A J O O In m L rn 10 20 30 40 50 50. m J 3rown-gray, fine to medium sand with sift Sp-SM 271 ve dense moist 50-6.0" Boring terminated below existing grade at 31.5 feet on 3126109. Groundwater seepage was not encountered luring drilling. I35 ... _...................... 35 40 1• J _._ ........ ........ ...._........_. 40 I 45 ................... _. _.................... 45 50 50 55 55 LEGEND ❑ Solid PVC Pipe Concrete M Moisture Content Slotted PVC Pipe Bentonite A Atterberg Limits Depth Driven and Amount Recovered G Grain -size Analysis with 2-inch O.D. Split -Spoon Sampler See Monument/ Cap Native Soil DS Direct Shear to Piezometer PP Pocket Penetrometer Readings. tonslfi 0 Silica Sand Depth Driven and Amount Recovered * Liquid Limit P Sample Pushed with 3-inch Shelby Tube Sampler + Plastic Limit 1 Water Level T Triazial NOTE subsurface conditions depicted represent our observations at the time and location of this exploratory nota. modified try engineering tests. analysis and judgement They are not nttavaily Q�Q representative of other times and locations we cannot accept responsibility for the use or interpretation by otters of mlamation preserihip on this log 7 a Project Number NELSON GEOTECHNICAL No. Date Revision By I CK a 816909 Anderson Landslide Repairs N G A ASSOCIATES, INC. 0^c^. 0914 ao Boring Log GEOTECHNICAL ENGINEERS & GEOLOGISTSIn t aotw F Figure A-3 "tea op, « ,« v Page 2 of 2 ` C)