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TABLE 1 <br /> Soil Boring and Well Construction Details <br /> ARCO Service Station No, 2130 <br /> 7906 North EI Dorado Street, Stockton, CA <br /> Construction Elevation goring Depth Borehole Casing Screened Fitter Pack 9entonite5eal cementseal <br /> Well I.D. Diameter Diameter Interval Interval Interval Interval Utility in Close Proximity (distance) Depth of Utility Type of Variance Comments <br /> �. Date (TOC feet) (feet bgs) inches inches fel s feetb s (fee tb s fentbest <br /> s� AirSa is Wells AS <br /> / B17 / A&1 • 0125/1992 15.73 74 10 2 6361071-73 59-67, 6374 57-59t 67-69 0.57, N57 - - N/A Ovemrill /to <br /> B27 /AS-24 11110/1985 - 76.4 8 12 73.3-75.3 72-76.4 62-72 0.62 Eleclricaland communication i' to the east 30", 14" County Pressure Grout <br /> B26 AS-3 a 5/10/1995 - 76.5 8 12 74.8-76.8 7¢78.5 6374 0.69 - - County PressureGrout <br /> B19 / 108-1AB0 SM511992 15.76/15.69 70 10 2 60.661.50 65-69.5 5370 57-59 357 - - NIA Overdrill 17 <br /> B19 / MS-2AB0 012611992 15.99115.93 70 10 2 6061 , 64.669.5 5370 57-59 0.57 - - NIA Overdrill It <br /> N (Si� i 320 / MS By 812611992 16.09116.11 70 10 2 fi061 , 63.8fi9.5 5370 57-59 0-5 - - County Pressure Grout <br /> Soil Sorin B <br /> 61 612411991 - 99 8 Mi <br /> Notes' <br /> TOC = top of casing <br /> SCH = Schedule <br /> PVC = polyvinyl chloride <br /> bile = below ground surface <br /> - not available <br /> Elevations are in US survey feet, Vertical Datum Is NGVD29 <br /> PO a &A U641 ( Ca5�`^S �it 'A. o4 �p�t+t/ <br /> A 5 ti <br /> 2130 Soll Boring and Well Construction Deteils.xlsx Page 2 of 2 Stantec <br />