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r WO ion cticcK� <br /> TABLE <br /> Soil Boring and Well Construction Details <br /> ARCO Service Station No. 2130 <br /> 7906 North EI Dorado Street, Stockton, CA <br /> Construction Elevation Boring DepN Borehole Using Screened Filter Pack Bentonite Seal Cement Seal <br /> well J.D. Diameter Diameter Interval Interval Interval Intern) Utility in Close Proximity (distance) Depthofutllity Typeof Variance Comments <br /> Date (TOCfeet) (feet bgs) Inches (inches) feetb s (feet legal (feet b s (feet III <br /> Monitorin Wells M <br /> - tMIMW-1 a 12118/91 15.71 75 10 4 6675 58-75 56-58 0-55 Electrical overlaying on the south 14" NIA Overdrill I <br /> fi1 Be I MW-2 0 12118/91 16.31 75 6 4 6P75 56-75 5456 0-54 Electrical 6'6" on the East and 4' on the West 261 , 17" NIA Overdnll Z <br /> CM ? Be I MW-3 • 12119191 17.15 75 10 4 60.75 57-75 5557 0-55 N/A Overdrill 3 <br /> B9 / MW-4 0 08113192 15.69 75 10 4 55.75 53-75 51-53 0-51 Electrical l' 6" to the southwest 16" NIA Overdrill g <br /> B16 / MW-5 • 08120192 16.17 7B 10 4 59-78 56]6 5455 0-54 - - County Pressure Grout <br /> B211 MW-B a 11116/92 15.68 74 5.25 2 59.74 5]-]4 5457 0.54 Communication right neat to 24" County Pressure Grout <br /> &M / MW-7 a 11117192 15.71 74.5 825 2 5474.5 52-74.5 49-52 0.49 Electrical and Communication 616" to the West 24" NIA Pressure Grout <br /> 911l4t9W6� •- 11/04193 14.16 76 8.25 2 57-76 5476 51-54 Ml - - NIA Destroyed: 3096 <br /> 11/05193 - 73 8.25 2 5473 5673 48-50 0-48 - - N/A Destroyed: Goes <br /> "8Y✓ 11/13193 14.38 73 825 2 53-73 5673 4650 0.46 - - NIA Destroyed: 12/9103 <br /> MW-11 071D5106 15.80 50 8.25 2 3650 2650 25.28 045 Electrical S' to the west 26" NIA CveMrill S <br /> MW-12 L 07106/06 15.93 60 8.25 2 30.50 2650 251 0,26 Elechlwl and Com .5' to the "stand 5' to the east 17", 14" N/A Overdrill C <br /> t MW-13 07105106 16.38 50 8.25 2 30-50 2650 25.28 625 - - County Pressure Grout <br /> MW-14 10101107 15.35 50 B 2 3650 2650 251 0-25 Electrical and Communication 6161to the West 24" NIA Pressure Grout <br /> MW-15 08116107 151 50 8 2 30.50 2850 25-26 0-25 Electrical 8' to the northeast 18" NIA Overdrill 7 <br /> T5r MWA6 • 08/16107 16.92 50 8 2 30.50 2660 2628 0-25 County Pressure Grout <br /> 2 MW-17 . 08/17/07 15.55 50 8 2 3050 28-60 25-28 625 Electrical overlaying In the southwest 14" N/A Overdrill a <br /> MW-18 • 081131D7 15.91 75 8 2 6675 51 5558 ME - - NIA Overdrill I <br /> MW-19 • 09/27107 15.44 75 8 2 (1 58-75 5558 0-55 Overhead Electrico verhead NIA Pressure Grout <br /> MW-20 • 0812DI07 15.87 100 8 2 90-100 88-100 8568 MID Gower 0.6' to the north 23" County Pressure Grout <br /> MW-21 09/26/07 15.75 50 8 2 30.50 2650 2428 0.24 Communication l' fi" to the South 24" NIA Pressure Grout <br /> 1 01 MW-22 08/17107 16.60 So 8 2 3050 2650 2528 0.25 Electrical 0.5' to the west 26" NIA Ovednll to <br /> MW-23 • 08115107 16.67 75 8 2 60-75 5675 55tric <br /> 58 Me Elecal 2.5 to the east 26" WA Ovednll ff <br /> NIA <br /> Vapor Wells <br /> E3 / VW-1 a 12117/1991 15.47 65 8 4 444+5 42-65 4642 0-42 Electrical and Communication 2' to the southeast 17', 14" N/A Overdrill 12 <br /> 841 VW-2 • 12117/1991 15.60 65 8 4 29-55 28-65 24-26 0-24 - - N/A Overdrill 13 <br /> as VW-3 • 12118/1991 16.06 65 8 4 40.65 3565 31-35 0-31 - - County Pressure Grout <br /> B71 VI • 12/1&1991 16.00 65 B 4 40-65 3665 32-36 0-32 - - N/A Overdrill 1 V <br /> 810 / VW-5e 6114/1992 16.42 61 .5 a 4 3651 3451 32-34 0-32 Electrical and water 5to the east 25" 19" N/A Ovedrill ( f <br /> Electrical and Communication 2' to the west and <br /> Ell ( VW-6 • 8/17/1992 17.04 46.5 8.251 4 1640 14-01 12-14 0-12 Productline overlaying 1]". 14" County Pressure Grout <br /> a 811811992 15.75 51.5 B.25 4 3660 34.61.5 32-34 0-32 - - NIA Destroyed: 10126/07 <br /> B131VW-86 811811992 16.19 61.5 625 4 40.60 39-61.5 37-39 Mir - - County Pressure Grout <br /> 614 / VW-9 a 811811992 15.53 41.5 8 4 16.40 1531,5 13-15 0-13 Electrical .5' Communication 3' 2" to the south 1]", 14" County Pressure Grout <br /> 8151 V✓J-10 • 8119/1992 16.00 61.5 8.25 } 4 3659 29.51 29-29.5 D-29 Sewer 0.5to the north 23" County Pressure Grout <br /> E291 VW-11 811111995 16.59 70.1 10 4 4569 4470.1 42-44 642 ProductbVent line overlaying County Pressure Grout <br /> � 16281 VW-12 8/1111995 15.80 65.3 ID 4 45.464.5 4465.3 4134 0.41 Electrical l' 6" tothewest5' tothe east 17 '. 26" County Pressure Grout <br /> 3 l wu - r � � M - ti 'z 41ncareO ,�i v oil 4h✓'5 <br /> 213D Soil Boring and Well Construction Details.Asx Page 1 of 2 Steel <br />