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BORING LOG <br />�I B-3 (cont.) <br />II <br />Soil Profile <br />Sample Data <br />Penetration Resistance <br />(Blowsiftot-0) <br />`e <br />Piezometer <br />10 20 30 40 50 50 <br />12 <br />Installation - <br />I• <br />a <br />30 <br />a <br />Z <br />A <br />Ground Water <br />Data <br />Moisture Content <br />Description <br />n rn <br />a E. <br />E <br />o <br />E R <br />(Percent -M) <br />o <br />(Depth in Feet) <br />C7 <br />C rn <br />in <br />m v <br />10 20 30 40 50 50- <br />Brown-gray, fine to medium sand with sift (very dense, <br />-' <br />SP-She <br />60 <br />moist) <br />Boring terminated below existing grade at 31.5 feet on <br />327109. Groundwater seepage was not encountered <br />luring drilling. <br />I35. <br />I <br />_............ <br />... <br />..... ....___..... <br />..... <br />35 <br />40 <br />_._. <br />_................ <br />........ <br />40 <br />I <br />45 <br />......................... <br />45 <br />50 <br />._..... <br />......... <br />..... _......_. <br />_... <br />50 <br />55 <br />_..... <br />__.... <br />__..... <br />....... <br />55 <br />LEGEND ❑ Solid PVC Pipe Concrete M Moisture Content <br />Depth Driven and Amount Recovered ❑ Slotted PVC Pipe Bentonite A Atterberg Limits <br />G Grain -sae Analysis <br />Sam ler Monument/ Ca <br />with 2-inch O.D Split -Spoon P � P Native Soil DS Direct Shear E <br />to Piezometer PP Pocket Penetrometer Readings, tons/R <br />RecoveredLiquid❑ Silica Sand <br />Depth Driven and Amount <br />P * Limit P Sample Pushed <br />with 3-inch Shelby Tube Sampler + Plastic Limit t Water Level T Triaxial <br />NOTE Subsurface candibons depicted represent our obsernat ons at the time and location of this exploratory held. morLhed by ergmepey tests. ralysis arq ryd0er^em They"not ne[essanly <br />represemal'we of other times and locations We Cannot accept rpseenaibd-ty for the use or interpretation by ethers of mlvmation oessamed onthn lot M <br />d <br />Project Number <br />�� NELSON GEOTECHNICAL <br />No. <br />Data <br />Revision <br />ey <br />CK <br />9 <br />s16909 <br />Anderson Landslide Repairs <br />N� GAS ASSOCIATES, INC. <br />Boring Log <br />GEOTECNNICAL ENGINEERS B GEOLOGISTS <br />r <br />e,��w <br />aa�l <br />oap <br />ap <br />S <br />Figure <br />mrr.nee.. rr am s„w..wcea.a.nis»rem <br />5,a ti-,....• <br />1] <br />Page 2 2 <br />of <br />,.,r.e.resrr.ae <br />La <br />