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*The free Adobe Reader may be used to view and complete this form. However,software must be purchased to complete,save,and reuse a saved form. <br /> File Original with DWR State of California DWR Use Only-`Do Not Fill In <br /> Page 3 of 4 Well CompletionPh <br /> Report <br /> Refer to Instruction let State Well Number/Site Number <br /> Owner's Well Number AMW-21 No. e0084068 <br /> to Work Began 11/04/2008 Date Work Ended_11/12/2008 Latitude N Longitude <br /> cI Ral Permit Agency San Joaguin County <br /> Permit Number Permit Date 10/22/08 APN/TRS/other <br /> Geologic L9g, Well Owner <br /> Orientation O Vertical O Horizontal OAngle Specify Name Forward Incorporated <br /> Drilling Method Mud Rotary Drilling Fluid Mud <br /> Depth from Surface Descrlption Mailing Address 9999 S.Austin Road <br /> Feet to Feet Describe material,`rain size,color,'etc City Manteca State Chi 95336 <br /> 100.0 100.4 SAND,wet, med-coarse grained,some rounded Well Location <br /> fine gravels,multi-colored Address 650'of Newcastle Rd along NCYCC S. Perimeter Road <br /> 100.4 101.5 Silty SAND,wet,fine-med.grained, multi-colored City Stockton County <br /> 101.5 105.0 Silty SAND Latitude 37 53 15.64 N Longitude -121 11 59.11w <br /> 105.0 106.5 SAND,wet, poorly-sorted,med-coarse grained, Dea. rain sec. Dea. nein sec. <br /> sub-angular Datum WGS84 Decimal Lat. 57.888 Decimal Long.-121.200 <br /> 106.5 110.0 SAND APN Book 181 Page 150 Parcel 08 <br /> 110.0 111.5 SAND,fine-med.grained, multi-colored,coarse ITownship 1 -North Range 7 East Section 34 <br /> grained sections,with sub-angular med.gravelslocation Sketch Acthift <br /> 111.5 115.0 SAND Sketch must be drawn by';hand after form is printed..) (j) New Well <br /> North O Modification/Repair <br /> 115.0 115.7 SAND O Deepen <br /> 115.7 116.4 Silty CLAY,dry,very stiff, rust banding, 10 YR 5/4 O Other <br /> 116.4 116.5 Sandy SILT,damp,soft,fine sands,5 YR 4/4 0 Destroy <br /> Describe procedures and materials <br /> 116.5 120.0 Sandy SILT under'GEOLOGIC LOG" <br /> 120.0 121.3 SAND, coarse sands grading down to med. sub- ;""Planned Usias <br /> rounded gravels,wet, multi-colored. O Water Supply <br /> 121.3 121.5 Clayey SILT,dry,hard, rust staining 10 YR 5/4 []Domestic El Public <br /> ❑Irrigation ❑Industrial <br /> 121.5 125.0 Clayey SILT w <br /> O Cathodic Protection <br /> 125.0 126.1 SILT, slightly moist, med.stiff,abundant micas <br /> ® Dewatering <br /> 10 YR 5/4 <br /> ® Heat Exchange <br /> 126.1 130.0 No Recovery O Injection <br /> 130.0 131.5 No Recovery O Monitoring <br /> 131.5 135.0 Silty SAND O Remediation <br /> 135.0 135.8 Silty SAND,wet, loose fine-med. grained, O Sparging <br /> 10 YR 5/4 South O Test Well <br /> Illustrate or describe distance of well from roads buildings,fences, O Vapor Extraction <br /> 135.8 140.0 Silty SAND rivers,etc and attach a map. Use additional paper if necessary. O Other <br /> 140.0 141.0 CLAY,very stiff,dry, rust staining, 10 YR 5/4 Please be accurate and complete. <br /> 141.0 145.0 CLAY Ater Level and Yield of Completed Well <br /> 145.0 146.3 CLAY Depth to first water N/A (Feet below surface) <br /> Depth to Static <br /> 146.3 1150.0 1 CLAY Water Level 62.43 (Feet) Date Measured 12/08/2008 <br /> Total Depth of Boring 176 Feet ***See Estimated Yield* N/A (GPM) Test Type N/A <br /> Total Depth of Completed Well 143 Feet Note at Test Length N/A (Hours) Total Drawdown N/A (Feet) <br /> Bottom *May not be representative of a well's long term yield. <br /> Casings A_rirtular Material -� <br /> Depth from Borehole Type Material Wall Outside Screen Slot Size Depth from <br /> Surface Diameter Thickness Diameter Type if Any Surface Fill Description <br /> Feet to Feet Inches Inches Inches Inches Feet to Feet <br /> 0 122 8 Blank PVC Sch.80 0.218 2.375 N/A N/A 0 114 Cement Quickrete Concrete <br /> 122 142 8 Screen PVC Sch.80 0.218 2.375 PVC 0.010 114 118 Bentonite Pel Plug Bentonite Pellets <br /> 122 142 Sand 2/12 Cemex Lapis Lustre <br /> Attachments Gertficatis>n Statement . <br /> 7additional <br /> gic Log I,the undersigned,certify that this report is complete and accurate to the best of my knowledge and belief <br /> onstruction Diagram Name Dave Vasbinder Herst&Associates Inc. <br /> Geophysical LO S Person,Firm or Corporation <br /> g( ) 4630 S. Hwy 94-N. Outer Rd Saint Charles MO 63304 <br /> ater Chemical Analyses Address city scare zip <br /> Signed -` _ (-(S-G9 636387 <br /> Attnformation if it exists. C-57 Licensed Water Well Contractor Date Signed C-57 License Number <br /> -Drilling depth scale begins at one foot above ground surface due to required drilling rig setup. <br />