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Carrp, Dresser & McKee, C. • Soil Boring Log Well Installation and Completion Data Client Nestle Foods Company Site Ripon, Califorina Job No. 1130-111 Surveyed Elevation: Ground Date Drilled In/19187 Well No. M5A Boring Co. Layne Top of Casing Screen Length 20.0' Total Depth 116' Boring Method Used Air perrnvcinn W„�m r Piezomeler Casing Size & Type _4" Pur Field Geologist D. Fuller Organic Vapor Instruments Used _ N�"e Water Table Depth � 25' Depth Samp. Blows per 6' Sample Adv./ Org. Vap. Sample Description Strata. Equlpmenl (feet) No. lbs. Interval Recov. - PPM Change Installed Sand ____ 13 60-65 __- 65 Volclay Grout 65-70 ---- ---- 70 L4 ---- 701 Gravelly Sand (SW), minor silt, poorl Graven y Sand 15 ____ 70-75 sorted, fine tocoarse sand, gravel ___- ____ 75 is fine to 3/4", loose, wet, 75' Good Water Production Sand (SW), rusty brown, poorly sorted, Sand _-_- 75-80 fine to med. grain, little silty, loose 80 16 ---- wet 80 80-85 Silty Sand (SM), poorly sorted, fine to Silty 17 --- ____ __-_ med, grain, loose, wet Sand 85 85' (85-87) Clay (CL), brown, stiff Clay 18 --- 85-90 ---- Gravelly Sand (SW), brown, 30% gravel, Graven 90 gravel from T/4 to 3", sand fine to Sand sand fine to coarse, loose, wet, 90. Excellent Water Production 19 90-95 95 --- ----- --- 95' fl3 95' Monterey 95-100 Sa�ndy�Gravel� (GW), unsorted, varicolore Sandy Sand 20 ---- gravel 1/2", loose, Gravel _— ____ Excellent Water Production too Schedule 40 PVC _____ -_-- Screen Y1 --- 100-l0 0.010 Slot 105 105' Sand (SW), brown, poorly sorted, Sand 22 ---- 105-11 ---- ---- fine to v. coarse grain mostly coarse, 110 loose, wet 111' 23 110-11 ---- Clay (CL), brown stiff ____ --- Clay 115 115' 115-120 Total Depth 116' 24 --` Remarks: