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BORING LOG NO. B3.5 Pae 1 of 1 <br /> PROJECT: Pickens Property CLIENT: John Pickens <br /> SITE: 32851 S.Chrisman Road <br /> Tracy, California <br /> J LOCATION See Exhibit A-2w z Lu z it <br /> �O LULU <br /> U �a w w�2 <br /> a a LU(L <br /> LU ¢uWa i 2< 0 <br /> DEPTH MATERIAL DESCRIPTION <br /> TOPSOIL(SW-SQ,trace clay,high dry strength,high toughness,dark brown,dry, <br /> i,. surface of area is dry,cracked,and hard with little annual grass cover. Roots observed to 18 <br /> inches. <br /> * <br /> Yi'�ttilj, <br /> 1.8 <br /> WELL GRADED SAND WITH SILT(SW-SQ,trace calcareous nodules,nonplastic,low <br /> dry strength,low toughness,tannish brown,dry,fining downwards sequences approximately <br /> 8 to 16 inches in thickness,ranging from a silty fine sand,to a fine sandy silt with clay.Soils <br /> at 3.5 feet are a somewhat tight silty fine sand with traces of clay. <br /> rn <br /> 3.5 <br /> Umi <br /> Boring Terminated at 3.5 Feet <br /> M <br /> LU <br /> F- <br /> 0 <br /> z <br /> 0 <br /> C) <br /> LULU <br /> a <br /> ca <br /> of <br /> C7 <br /> 0 <br /> z <br /> c1) <br /> 0 <br /> 0 <br /> z <br /> U) <br /> z <br /> 2 <br /> 0 <br /> a: <br /> w <br /> r <br /> 0 <br /> Q. <br /> a: <br /> z <br /> 0 <br /> 0 <br /> 2 <br /> 0 <br /> rr <br /> LL <br /> The stratification lines represent the approximate transition between differing soil types and/or rock <br /> types;in-situ these transitions may be gradual or may occur at different depths than shown. <br /> a <br /> LU Advancement Method: Notes: <br /> ` Hand Auger <br /> o Logged by Patrick Katcher <br /> J <br /> 0 Abandonment Method: <br /> z Boring left open set as a percolation test. <br /> U) <br /> 0 <br /> WATER LEVEL OBSERVATIONS <br /> Irerracon Boring Started:08-08-2018 Boring Completed:08-08-2018 <br /> z Water not observed <br /> m Drill Rig:Hand Auger Driller.Patrick Keicher <br /> 50 Golden Land Ct,Ste 100 <br /> = Sacramento,CA Project No.:NA181172 Exhibit: B-2 <br /> F- <br />