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. a <br /> Soil stockpile <br /> ( -50 ydS3) <br /> r <br /> Former 4000-gallon <br /> gasoline UST <br /> Boring to be Asphalt <br /> - <br /> continuously <br /> sampled <br /> EXl i EX2• FII and vent. <br /> end of Tank <br /> ZEX3 <br /> EX16•: <br /> •EX12 6EX11 <br /> !TIB, (D •71 A :>. <br /> EX14• i EX9• <br /> FX150 EX130 ; ti Two one-inch <br /> :•EX 10 underground lines <br /> Y. <br /> Q Light pole Former dispenser island <br /> EX5• <br /> EX7.!... ".......EX6 ....... <br /> Water spigot <br /> Former excavation limit <br /> KEY Ci <br /> EXt/TIA• = Excavation Soil Sample <br /> = Proposed Boring 30' to office Building <br /> a s 10 <br /> NOTE scale in feet <br /> Sample Locations are Approximateeie Mooximtedue <br /> reprodetont <br /> Site Plan Project No.:1001 Date-11/95LEEWARD Figure No.: 2 <br /> consultants T & T Trucking <br /> Environmental Services Rev.No.: <br /> 916.61&4253 1ax916.67&1988 Lodi,California Rev.Date: <br />