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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 /> Well Completion Report <br /> Page 2 Of 4 Refer to Instruction Pamphlet <br /> Owner's Well Number AMW-21 No. e00840$$ State Well Number/Site Number <br /> N W <br /> to Work Began 11/04/2008 Date Work Ended 11/12/2008 Latitude Longitude <br /> cal Permit Agency San Joaouin County <br /> Permit Number Permit Date 10/22/08 APN/TRS/Other <br /> Geolo is o Well Owner <br /> Orientation OVertical 0Horizontal OAngle Specify Name Forward Incorporated <br /> Drilling Method Mud Rotary Drilling Fluid Mud Mailing Address 9999 S.Austin Road <br /> Depth from Surface Description Manteca CA 95336 <br /> Feet to Feet Describe material,`rain size,color,etc Cit State_CA <br /> 55.0 156.4 Clayey SILT Well Location <br /> 56.4 60.0 Clayey SILT Address 650'of Newcastle Rd alona NCYCC S. Perimeter Road <br /> 60.0 61.3 Silty CLAY, med.dry,very stiff,organic inclusions, City Stockton County <br /> 10 YR 5/4 Latitude 37 53 15.64 N Longitude -121 11 59.11W <br /> 61.3 65.0 Silty SAND Dec. Min. Sec. Deq. Min. Sec. <br /> 65.0 66.2 Sitly SAND,slightly-moist,med.stiff,fine grained, Datum WGS84 Decimal Lat. 37.888 Decimal Long. -121.200 <br /> 5 YR 4/4,with dark organic lenses(10 YR 2/2) APN Book1181 Page 150 Parcel 08 <br /> 66.2 70.0 Silty SAND Township 1 North Range 7 East Section 34 <br /> 70.0 70.2 Silty SANDocaticrifSkech Activit <br /> 70.2 70.5 Sitly CLAY, med.stiff,dry,5 YR 4/4 <br /> (Sketch mtistbodrawn b hand after form is anted. O' New Well <br /> North O Modification/Repair <br /> 70.5 71.5 Clayey SILT,dry,very stiff,abundant micas <br /> O Deepen <br /> present, barite lenses, 10 YR 4/4 O Other <br /> 71.5 75.0 Clayey SILT O Destroy o�edu as and materials <br /> 75.0 75.6 SAND,well-graded,wet, med-coarse grained undar GEOLOGIC oc <br /> sands, some med.gravels, multi-colored. Planned Uses <br /> 75.6 76.0 Silty SAND, med.grained,wet,5 YR 5/6 O Water Supply <br /> 76.0 76.5 Silty SAND,fine grained,wet,5 YR 5/6 't;5 E] El Public <br /> 3, w O Cathodic Protection <br /> ❑Irrigation ❑Industrial <br /> 76.5 80.0 Silty SAND <br /> 80.0 80.5 Clayey SITL, soft, moist, micas present,5 YR 4/4 <br /> ® Dewatering <br /> JlJ0.5 81.5 SILT,very stiff,dry, rust banding, micas present,, O Heat Exchange <br /> 5 YR 4/4 O Injection <br /> 81.5 85.0 SILT O Monitoring <br /> 85.0 86.5 SILT,slightly moist O Remediation <br /> 86.5 90.0 SILT,slightly moist O Sparging <br /> 90.0 90.6 SILT,slightly moist South O Test Well <br /> Illust=andattsch <br /> tance of well from roads,buildings,fences, O Vapor Extraction <br /> 90.6 90.7 SAND, med-coarse grained,wet, multicolored rivermap.Use additional paper if necessary. O Other <br /> 90.7 95.0 SAND Plead complete. <br /> 95.0 96.0 AND,grading down to fine grained ater Level and"Yeld of"Com leted Well <br /> 96.0 100.0 SAND,grading down to fine grained Depth to first water N/A (Feet below surface) <br /> Depth to Static <br /> 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 /> Cash s; Art filar M61ierial <br /> Depth from Borehole Type Material wall Outside Screen Slot Size Depth from <br /> Surface Diameter YP 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 2112 Cemex Lapis Lustre Sand <br /> 79additional <br /> Attachments Certif-ication Statement, <br /> gic Log I,the undersigned,certify that this report is complete and accurate to the best of my knowledge and belief <br /> Construction Diagram Name Dave Vasbinder Herst&Associates Inc. <br /> h SICaI LO S Person,Firm or Corporation <br /> Y g( ) 4630 S. Hwy 94-N.Outer Rd Saint Charles MO 63304 <br /> ater Chemical Analyses Address City State zip <br /> Signed 1Z / /-IS-oq 636387 <br /> Attnformation I it exists. C-57 Licensed Water Well Contractor Date Si ned C-57 License Number <br /> ***Drilling depth scale begins at one foot above ground surface due to required drilling rig setup. <br />