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3043 Gold Canal Drive WELL NUMBER PW43 <br /> Gcoswtcc ' Suite 100 PAGE 1 OF 8 <br /> Rancho Cordova,California 95670 <br /> Telephone:916-637-8048 <br /> Fax:916-550-9498 <br /> CLIENT Glenn Springs Holdings PROJECT NAME GSH Lathrop <br /> PROJECT NUMBER SAC245 PROJECT LOCATION Lathrop,California <br /> DATE STARTED 8/14/18 COMPLETED 8/27/18 GROUND ELEVATION 21.22 ft HOLE SIZE 6 inches <br /> DRILLING CONTRACTOR Gregg Drilling GROUND WATER LEVELS: <br /> DRILLING METHOD Sonic AT TIME OF DRILLING – <br /> LOGGED BY NKG CHECKED BY AEF AT END OF DRILLING — <br /> NOTES AFTER DRILLING 27.08 ft/Elev-5.86 ft <br /> w <br /> CL <br /> _ W � U <br /> a Q p MATERIAL DESCRIPTION WELL DIAGRAM <br /> o a� M <br /> 2 0 <br /> U)0 <br /> Air Knife No Recovery. <br /> 5 <br /> a <br /> c7 <br /> a 10 110.0 11.2 <br /> (SP)Poorly Graded Sand,Brown(10YR6/3),Dry,0%Gravel,95%Sand,5% <br /> g Fines, Fine Grained Sand. <br /> N <br /> a SID <br /> F <br /> z <br /> C7 <br /> 15 15.0 6.2 <br /> (CL)Sandy Lean Clay,Brown(10YR 4/3),Dry,0%Gravel,30%Sand,70% <br /> o Fines,No Plasticity,Fine to Medium Grained Sand. <br /> Y <br /> U) <br /> o Type II-V <br /> Portland <br /> m CL Cement,2" <br /> m Low Carbon <br /> 20 Steel <br /> w <br /> v 122.0 -0.8 <br /> (SM)Silty Sand,Brown(10YR 4/3),Dry,0%Gravel,70%Sand,30%Fines, <br /> o Trace Gravels,Fine to Coarse Grained Sand. <br /> m <br /> 25 <br /> 0 <br /> M <br /> g <br /> o SM :. <br /> En <br /> r <br /> z <br /> 30 <br /> J <br /> wyJ <br /> a <br /> f- <br /> m <br /> J <br /> w .34.0 -12.8 <br /> z <br /> � 35 <br /> (Continued Next Page) <br />