Laserfiche WebLink
6437 West Banner Street BORING/WELL NO MW-1 <br /> ///)A%ll Project FIQg City New West #1003 Location Lodi, CA Project # NWPOI 004 <br /> ERWMTEM RIC <br /> 11244 Pyrites wayyDate Drilled 8-01--05 Logged By Rebekah Westrup Reviewed 8 <br /> Gold River Co 9567p <br /> Drillln Com an Woodward Drlllin Co Inc Driller Tory Method Hollow Stem Auger <br /> re Hole Diarneter In DepthDrllled 25 Ft Depth To Water- Initial 20 Ft Stgbc 135 Ft <br /> Casing Type PVC Diameter 2 In Schedule 40 Interval 0 Ft To 5 Ft <br /> Screen Type PVC Diameter 2 In Slot Size, 0.020 In Interval 5 Ft To 25 Ft <br /> Filter Pack T e #3 Sand <br /> Seal Type Bentonite Interval, 4 Ft T <br /> Grout Type T e l-11 Cement Interval 05 Ft To 2 5 Ft <br /> Well Depp h PID Sample ID Lthologc Descnpt�on <br /> Detail (Ft� (PPM) 8lowcount Log <br /> SM Silty Sand olive Block, well Graded, Fine To Medium Sand Angular To Subangular <br /> Loose Dry No Odor <br /> 2 <br /> 4 <br /> 00 35 Silt Trace Sand Pale Yellowish Brown, Very Fine To e Sand, Angular, <br /> 6 508 Fine Very Dense Dry No Odor <br /> For <br /> 5 <br /> 8 <br /> 10 00 12 ML Color Changes To Moderate Brown Moderately Dense Damp, No Odor <br /> 17 <br /> 221 22 <br /> 12 <br /> Q <br /> 14 <br /> 00 24 Silt With Sand Medium To Coarse Sand Angular To Subangular Moderately Dense <br /> 20Moist No Odor <br /> 16 268 <br /> 18 <br /> 20 N/A 24 Silty Sand Moderate Brown, Fine To Coarse Sand, Angular To Subangular Moderately <br /> 208 SM Dense Moist To Wet No Odor — <br /> 26 <br /> —22- <br /> -24- <br /> - <br /> N/A B Clayey Sand Coarse To Very Coarse Sand Angular To Subangular, Slightly Plastic, <br /> 10 SC Loose Saturated No Odor <br /> 26 14 <br /> 28 <br /> LEGEND <br /> 30 <br /> _E:xalanation. Contacts. <br /> 32 = Water Level During g Drdlin Solid <br /> Where Certain <br /> Q Water Level In Completed Well Dotted Where <br /> Approximate <br /> 34 Location Of Recovered Drill Sample `___ Dashed Where <br /> Uncertain <br /> . Location Of Sample Sealed For Haehured Where <br /> 36 Chemical Analysis -- <br /> �' Gradational <br /> NR No Recovery <br /> 38 ® Grout Sand <br /> Bentonite e Screen <br /> 40 <br />