Laserfiche WebLink
Date Completed: 2/19/98 Surface Conditions: Moist aggregate base. <br /> Logged By: D. Heard <br /> Groundwater: Initially encountered at a depth of about 12 feet <br /> Total Depth: 20 feet below existing site grade, finally at about 9-1/2 feet. <br /> FIELD LABORATORY <br /> x <br /> a� <br /> DESCRIPTION <br /> v4 — U \ �= -C N T <br /> N a O a' E > r <br /> N F– Z N >' C- <br /> w- N N � y Y C J t tT rn 2 <br /> UCL CL 0 <br /> C <br /> oo o Q V) L Approximate Surface Elevation (feet): <br /> 0 m to m a 0 0 '2 U a a.:it <br /> Sandy GRAVEL: Dark brown,very moist, fine to coarse subrounded gravel, <br /> fine to coarse sand,cobbles to 4-inches in diameter(Aggregate Base) <br /> Silty CLAY(CU: Brown,very moist,soft,trace fine sand,trace organics, <br /> no odor <br /> 5 11823 <br /> 10 with clay nodules,very moist to wet <br /> 11836 4 <br /> Clayey SAND(SC) with Silt: Brown, loose,very fine to medium grained <br /> 15 <br /> 20 <br /> Hydropunch boring completed at a depth of approximately 20 feet below <br /> existing site grade. <br /> I <br /> 25 <br /> m PLATE <br /> LOG OF BORING B-2/HP-2 1 of 1 <br /> KLEINFELDER <br /> ' o PROPOSED TRACY MULTIMODAL STATION A-4 <br /> a SEC CENTRAL AVE/SIXTH ST <br /> F Drafted By: DWA Project No.: 20 405401 E01 TRACY, CALIFORNIA (APN:235-150-16) <br /> Date: 4/21/98 File Number: <br /> 1 � <br /> Copyright Kleinfelder,Inc. 1998 <br />