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LOQ BT ZOE SMTH "0 Dunster 2 3/8 INCHES <br /> Dfitg Method DRECT PUSH CONTINUOUS SAW-M Ground Bsvatlorc NM <br /> Rip Type XD-1 Depth to water NE <br /> Duffer/Cou�pargr CMS FRICKE/PRECISION DRILLING CO Total Depth: 9 5 FEET BGS <br /> 1 WEI-L CONSTRUCTION SPECt <br /> Screen Plaoenwg from as ft to 5S ft Slot Size 0010 Inch Darneter 1 InchConVietion Type <br /> Biank casing from 5.5 ft to 0 ft Schsd<10 40 PVC Diameter 1 inch Above <br /> ground <br /> Fater Pack from 9A tt. to 46 ft Stze 2-112 Type Lonestw At Grade ,L <br /> Benton" Pellets from 4.5 ft. to 3.5 ft Type Pellets Size V4 troch tlydrated 1L <br /> Cement/8entonke ham " ft. to 0 ttt Stas Powder Percent Bentonite O <br /> : � 0) <br /> O� �a I g Detal g 5efrdphe DescrQ6on <br /> X75 m <br /> AC <br /> 1 <br /> FILL gravel t 22 ern., damp tGRAVELCLAYEY o dry, no FILL orda or ated <br /> orr <br /> O staining, <br /> 2- <br /> 3 <br /> -10% 4 ___ CL SLTY CLAY Brown to olive brown (7 5Y 5/4 <br /> ---- - 5Y 514), damp, moderate to low plastldty, 575 <br /> 5 =__- no odor <br /> 6 Same as above, with h oreAsed staining, no <br /> odor <br /> 7 CLAYEY SILT orey (2-5Y N5/) mottled with <br /> olive brown (2.5Y 4/4), damp, with minor fine <br /> -80% sand. Sand Content increases with th. <br /> CLAYEY SANDY SILT As above, damp to <br /> moist 207 <br /> 9 <br /> Total depth @ 9 5 feet bgs <br /> PROJ *k 05100254 DATE 09/24/96 SG-01 <br /> WN BY JAH SCALE NA SOIL GAS MONITORING POINT <br /> DRA <br /> SOUTHERN PACIFIC TRANSPORTATION COMPANY <br /> DESIGNED BY - PAGE* 1 osdi TRACY VOC PILOT STUDY <br /> TRACY YARD <br /> APPROVED By ZOE SMrrH TRACY, CALIFORNIA <br /> D5000741 <br />