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Environmental <br /> Science & BORING LOG AND <br /> Engineering, Inc. WELL COMPLETION SUMMARY UST-4 <br /> u <br /> A aaRv C—my <br /> WELL COMPLETION Project Name Coochnr Project No 6925400 <br /> Completion Depth <br /> Location 3535 Fast Cherokee Rd Slze/rype e'DIDBoring From Grade To 85 5 Stockton CA Pape 20f 3 <br /> Casing Sch 4o PVC 2' <br /> Screen o Or machine slat Driller Spectrum Drilling Dates <br /> Filter No 3 Aqua Sand MethodHollow Stem Auger <br /> Seal Cement Grout Hole Diameter e' Total Depth 855 Start 415195 <br /> Ref Elevations 2802ft Topofcasng Finish 4/5MS <br /> Well Cap or Box Traffic Rated 8 dta vauR box Logged By E W Gric+a <br /> Graphic Log <br /> Remarks <br /> a Lilhologic Description y2 E <br /> O ' Blmor�vs Sample No Wen Installation water draling/oornpleton summary sampiotypo <br /> 35 SILT Sandy Med Red Brawn mod plastic mosTorvane Pocket Pent very stiff � 5 0475 0.25 <br /> fine subangular sand abundant rootist traces 1116' ML 7 435 45 <br /> calcite filled 10 <br /> Cement Grout 1 5 I to 58 ft <br /> 6 440 0 B >4 5 <br /> 40 Same As Above- Abundant Rootlet traces 1/16'calcite 6 29 <br /> hllsd cracks45 1 D <br /> SILT Sandy Light Olrve Gray twist very still some rootlet 5 445 <br /> 7 19 175 a4 5 <br /> traces 1/32'openings calede idled 9 <br /> Ili I 8 450 04 25 <br />�J so SAND Silty Med Red Brown dry medium dense SM 8 12 <br /> 12 <br /> I <br /> 8 455 0 5 >4 5 <br /> � SILT Sandy Okva Gray dry hard ML 12 12 <br /> 12 <br /> 7 460 20 Hydrated 8entonAe Seal 58 to 61 <br /> 60 Sams As Above•dry very stiff 95 <br /> 0625 >4 5 <br /> No 3 Aqua Sand <br /> 0 02'machine slot screen 63 to 83 <br /> 8 465 <br /> tis SAND Silly Red Brown dry medum dense mod SM 8 22 <br /> subangular sands abundant altered micas some <br /> 8 <br /> rootlet traces 1132" openings <br /> 70 Ground water encountered 70 bgs <br /> (Cont pg 3► (Cont pg 3) Li <br /> 1 <br /> I <br />