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' Project: Van Buskirk Golf Course Facility Project No.: AGE-NC-98-0468 BORING NO.: <br /> Site Address: 1740 Houston Avenue Total Depth: 15 Feet bsg B-2 <br /> ' Stockton, California Date: 27 April 1999 <br /> Drilling Co.: Central Valley Drilling Logged by: Gary Dickenson Page 1 of 1 <br /> ' Rig/Auger Type: B-5318" Dia. Hollow Stem Auger Reviewed by: Nuel Henderson <br /> �•'�o�� ` off. 40L�thol9tc UescrY tion <br /> SILTY SAND/SAND with silt,brown,moist,medium dense, <br /> SM ; poorly graded, fine sand,micaceous,trace pores up to I.0 mm <br /> ' B-2-2.5' - 31315 diameter. <br /> — <br /> 13-2-4' - 51819 Increase in consistency to dense,weakly cemented,grey, increase <br /> 5 in silt content to SILTY SAND. <br /> ' — B-2-5.5' 10/13/17 SILTY SAND/SANDY SILT,brown,moist,medium dense,poorly <br /> 13-2-7' 10/11/13 SM/ML I I III graded,fine sand. <br /> SM ;j• ; SILTY SAND,brown,moist to wet,medium dense,poorly graded, <br /> ' B-2-8.5' 10/11/14 ML fine sand. <br /> 10— B-2-9.5' 4/6/9 SANDY SILT with clay,brown,wet,medium stiff,poorly graded, <br /> me sand. <br /> ' — Collect discrete water sample B-2,screen interval from 9 to 13 <br /> feet bsg. <br /> ML/CL CLAYEY SILY/SILTY CLAY with sand,brown,wet,soft to <br /> 15 B-2-15' - 415/7 CL medium stiff, low plasticity, moisture content<plastic limit. <br /> ' SILTY CLAY with sand,brown, moist to wet,medium stiff,fine <br /> sand, low plasticity. <br /> ' Total depth= 15 feet bsg. <br /> 20— Measured static water level at 8.20 feet bsg. <br /> ' 25 <br /> ' 30— <br /> ' 35 <br /> 40— <br /> 1 <br /> Advanced <br /> ' GeoEnvironmental, Inc. <br /> L:L4MIPR0160RIN ^15YANBU -11BORIN 2,sAM 06/29/99 Q W1>4 Am <br />