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BORING LOG NO. GW-1 Page 1 of 1 <br /> PROJECT: Loramar Lane Groundwater Depth CLIENT: Jason Bradford <br /> Measurement Tracy, CA <br /> SITE: 6488 West Loramar Lane <br /> Tracy, California <br /> o ee LOCATION SExhibit A-2 w z a <br /> 0 <br /> v Laleude:37.744954- Longitude: s ¢ W <br /> -121.366146° a W Wit0- <br /> U, Approaimale Suface Eley44(Ft)+/- 2,O < <br /> DEPTH MATERIAL DESCRIPTION ELEVATION Ft. <br /> SILTY CLAY(CL-MLI,fine grained,medium plasticity,brown,moist <br /> hard drilling <br /> 2.5 41.5+/ <br /> SANDY SILT(MLI,with Gay,fine grained,low plasticity,light brown,moist <br /> m <br /> 5 <br /> 0 <br /> z <br /> 0 <br /> 12a <br /> 0 —1117.10 37+/ <br /> o SILTY CLAY(CL-MLI,fine grained,medium plasticity,light brown,moist <br /> w <br /> 0 <br /> c' <br /> 0 <br /> b <br /> z <br /> 2 <br /> 00 9.5 34'54 <br /> SILTY CLAY WITH SAND(CL-MLI,fine grained,medium plasticity,light brown,moist <br /> 1 � <br /> N <br /> z <br /> W <br /> z <br /> rc wet <br /> z <br /> w <br /> r <br /> 13.0 31+/ <br /> Boring Terminated at 13 Feet <br /> a <br /> z <br /> OD <br /> 0 <br /> O <br /> 0 <br /> a <br /> 0 <br /> The stretifration lines represent the approdmatetransition between differing soil types and/or rook types: <br /> ain-situ these transitions may,be gradual or may occur at different depths than shown. <br /> a <br /> w Advancement Method: Notes: <br /> "- 4 inch hand auger Hard drilling between 1 and 2S feet below ground surface <br /> 0 <br /> o Abandonment Method: See Appendices for explanation of symbols and <br /> zabbreviations. <br /> w Barlled with soil cuttings upon cornpletion. <br /> Elevations we estimated using Google Earth <br /> O <br /> WATER LEVEL OBSERVATIONS Boring O Stated:1/21/2016 Bering completed:1/21/2016 <br /> o11.55' - At completion of drilling 1��rracon 9' <br /> m d soil moisture Gill w Iona Auger Drinan renacon <br /> f0'-Elevate <br /> w 9021ndustrial Way <br /> Lodi,California Project No.:NA167001 Etd11611: A-3 <br />