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exp O R E H 0 LE L" 0 Site Id:M-5C1/M-5C2 <br /> V a zea Page 2 of 4 <br /> ERM i mi � °"�' <br /> Project Number: 4347.01 <br /> Project Name:Nestle <br /> Location:Ripon, California <br /> Blank Casing: <br /> Contractor:Spectrum type:Sch 80 PVC dia:2.00in fm:0.0' to:149.00' <br /> type:Sch 80 PVC dia:2.00in fm:0.0' to:180.00' <br /> Drilling Method:Mud Rotary <br /> Screens: <br /> Logged By:M. Scheeline type:Slotted (M—SCI) size:0.020in dia:2.00in fm:149.00' to:164.00' <br /> Dale(s):10/30/00 type:Slotted (M—SC2) size:0.020in dia:2.01[lin fm:180.00' to:190.00' <br /> Annular FII: <br /> Total Depth:200.00' type:Bentonite Cement fm:0.00' to:100.00' <br /> Completed Depth:200.00' type:Volclay fm:100.00' to:146.00' <br /> type:#2/12 Sand Filter fm:146.00' to:166.00' <br /> Borehole Dia.:12.25m type:Volclay fm:166.00' to:177.00' <br /> type:#2/12 Sand Filter fm:177.00' to:200.00' <br /> 0 <br /> v V <br /> Well Construction Soil Description and Observations <br /> L 0 N <br /> 0 o N <br /> N <br /> V. V) <br /> 65 i' - - <br /> V. .° .° SAND (SP): as above. <br /> v �. vy. <br /> 70 V. ° SAND (SP): as above. <br /> v - v75 17 <br /> � v : <br /> SWSAND (SW): (15,85,0), multi—colored, medium grained, moderately sorted, silty, few <br /> d.d .: o.: fines, loose. <br /> SAND (SW): as above. <br /> 80 SM SILTY CLAYEY SAND (SM): (55,45,0), medium brown, moderately sorted. <br /> d, <br /> 85 ¢' ¢' ¢' SILTY CLAYEY SAND (SM): as above, with trace gravel. <br /> 7. <br /> 90 V. V. ° SILTY CLAYEY SAND (SM): as above. <br /> v..� <br /> 95 ° ° V. SILTY CLAYEY SAND (SM): as above. <br /> d 'e d <br /> SILTY CLAYEY SAND (SM): brown, medium grained, subangular, moderately sorted, no <br /> 100—: 7.*' SILTY <br /> Sp �/ j j/ GRAVELLY SAND (SP): (0,75,25), bluish to medium brown, very coarse grained sand, <br /> moderately to well sorted, little to no fines. <br /> 105 <br /> GRAVELLY SAND (SP): as above. <br /> 110 // /// SAND (SP): brown, medium to coarse grained, subangular to angular, well sorted. <br /> 115 " <br />