Laserfiche WebLink
e <br /> GeOSyCICeC r- 3043 Gold Canal Drive Suite 100 WELL NUMBER IW-C <br /> Rancho Cordova,California 95670 PAGE 1 OF 3 <br /> Tel 916-637-8048 <br /> Fax 916-550-9498 <br /> CLIENT Wilbur Ellis PROJECT NAME JTF Stockton <br /> PROJECT NUMBER SAC175/S2"E PROJECT LOCATION Stockton,CA <br /> DATE STARTED 6/26117 COMPLETED 6/29/17 GROUND ELEVATION 7.52 ft HOLE SIZE 6 3/4-8 3/4 inches <br /> DRILLING CONTRACTOR Gregg Drilling GROUND WATER LEVELS: <br /> DRILLING METHOD Sonic AT TIME OF DRILLING — <br /> LOGGED BY I.Ross CHECKED BY O.Regier AT END OF DRILLING — <br /> NOTES AFTER DRILLING — <br /> W <br /> Lu <br /> 2 <br /> W x REMARKS (6 Q O MATERIAL DESCRIPTION WELL DIAGRAM <br /> 0 rY J <br /> QZ 0 <br /> 0 V) <br /> Hand Auger 0-8 ft bgs,Clean Out Run to 10 ft bgs,NO Flush <br /> RECOVERY mounted <br /> surface <br /> completion <br /> 5 <br /> a <br /> C7 <br /> ai <br /> WSJ <br /> W <br /> Q <br /> Z 10 110.0 -2.5 <br /> 0 (CL)lean Gay with silt(CL),light brown[10YR 4/4),moist,[0, <br /> tr, 100],high plasticity,medium dense,medium stiff. <br /> 0 <br /> U) <br /> m <br /> J <br /> 0 <br /> 15 <br /> z CL <br /> U) <br /> U <br /> W <br /> O <br /> a <br /> z 20 <br /> a <br /> M 22.5 -15.0 <br /> CL (CL)lean sandy clay(CLS),brown to dark brown[10YR 3/1], <br /> 2a.o moist,[0,20,80],medium fine sand,loose,very low plasticity, 16.5 <br /> medium stiff to soft. <br /> 25 (SP)poorly graded silty sand(SP),black[GLEY 2.5/N],wet, <br /> SP [0,80,20],fine sand,loose. <br /> a <br /> J <br /> j 27.5 -20.0 <br /> (SP)poorly graded sand(SP),dark brown[10YR 3/1],wet,[0, Portland grout <br /> 85,15],medium fine sand,loose. tremie <br /> z <br /> 30 application, <br /> Sp Schd 80 PVC <br /> well riser <br /> a <br /> -25.0 <br /> in <br /> J <br /> Q <br /> w CL <br /> z <br /> 35 <br /> (Continued Next Page) <br />