Laserfiche WebLink
Project: Strong Property Project No.: AGE-NC-96-0440 <br /> BORING NO.: <br /> Site Address: 5157 West Business Loap 205 Total Depth: 25 ft. � _ <br /> Tracy, California Date: 09 July 1998 <br /> ' Drilling Co.: Soils Exploration Services Logged by: T. Cuellar Page I of 1 <br /> Drill Rig Type: B-60 Mobile Drill Rig Reviewed by: N. Henderson <br /> x¢4 ` 4 © a c' C�� {�' oithologtc Descrxlyt�r�n <br /> - <br /> 1 <br /> Pale brown,damp, stiff, fine sandy SILT. <br /> MW3-5 0 4-3-5 ML About 90%fines; about 10%fine sand. <br /> No petroleum hydrocarbon(HC) odor. <br /> 10— MW3-10 0 Dark gray and green, saturated, loose,silty fine SAND. <br /> 3-2-3 SM . ' About 70%fine sand;about 30% fines. <br /> - Slight HC odor. <br /> Red-brown and gray,moist, stiff, silty, plastic CLAY. <br />' - MW3-15 0 4-6-8 CL No visible sand.No HC odor. <br /> Red-brown and gray,moist, stiff, silty, plastic CLAY. <br /> 20- MW3-20 0 7-9-10 CL No visible sand.No HC odor. <br /> Red-brown and gray,moist, stiff, silty,plastic CLAY. <br /> - 251-25 .0 6-7-9 CL No visible sand.No HC odor. <br /> ote : <br />' - Boring MW-3 terminated at a total depth of 25 feet below surface <br /> grade(bsg). MW-3 completed as a ground water monitoring <br /> 30- well utilizing two-inch diameter PVC casing. Saturated soil <br />' encountered between 15 and 20 feet bsg. <br />' -6 UM CONSTRUCTION DETAIL ; -3 <br /> Screen Interval : 5 to 25 feet bsg <br /> Blank Interval : 0.5 to 5 feet bsg <br /> Sand Interval : 3.5 to 25 feet bsg <br /> 40 Bentonite Plug:2 to 3.5 feet bsg <br /> Grout Seal : 1 to 2 feet bsg <br /> Advanced <br /> GeoEnvironmental,'InC. <br /> t;1gMfPRQ1BORINU-115TR4NG10440MW3.8AM 09!15196 1:53 PM <br />