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Lopped By ZOE SMTMI borfip Diameter 2 318 LACHES <br /> ��ttAetf DRECT PUSH CONTMOUS SANFLNG Ground Elevttbit NM <br /> Rip Type 1 Depth to Water NE <br /> . Drtier/Company* CHP48 FFOCKE/PRECIRON DRLUNG CO Total Depth 9 FEET BGS <br /> WELL CONSTRUCTION SPECIFICS <br /> Screen Placemamt from 9 ft to 5 ft Slot Site O 010 inch Diameter 1 loch Coro~ T e <br /> Blank Casing tram 5 ft to 0 ft Sche" 40 PVC Diameter 1 Inch Abov <br /> Filter Pack from 9 ft to 4 ft Site 2-112 T22 Lonestar At Grtde ,L. <br /> Bentodta Pslete from 4 ft to 3 ft Type Peiets She V4 inch dieted <br /> Cemant/Bemtodte from 3 ft to 0 tt Site Powder Percwet Bentorite 0 <br /> Wellg <br /> c�$ tel Sample Desorption CL <br /> lb LLCD <br /> FLL Weathered asphalt <br /> 1 Gravel ftl, moist to dry <br /> -25% 2 <br /> _-- CL CLAY Dario-gray (ZSY N51), moist, slight <br /> 3 to no plasticity, no odor, moist <br /> 4 CLAY Olve brown (2.5Y 4/4) with tenor <br /> _ to common gray (25Y N51) staining witch <br /> decreases with depth. moist, sight to no <br /> 5 = - plasticity, becoming red brown at 7' <br /> -80% <br /> 6- <br /> 7— ____ CLAY Color Change to olve brown (2.5Y <br /> 4/4), moist, sight to madam plasticity, no odor <br /> -75% CLAY With fine sand. tncreasing with ds tt1. <br /> olive brown (25Y 4/4 with gray (25Y /) <br /> mottr'sng, moist to very motet at 9', moderate <br /> 9 or <br /> Total depth 9 fest bgs. <br /> , <br /> PROJ li• 06100254 DATE 09/25/96 SG-15 <br /> SOIL GAS MONITORING POINT <br /> DRAWN BY ,IAH SCALE NA SOUTHERN PACFFIC TRANSPORTATION COMPANY <br /> DESIGNED QY - PAGE* 1 O1 1 43MMOTRACY VOC PLOT STUDYTRACY YARD <br /> APPROVED By ZOE SMfTH TRACY. CALFORNiA <br />