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low <br /> AW <br /> Shormg Equipment 0 <br /> W25SS 5 1• • 1N]2W25 /Vo�tk <br /> ND (7 5') �iBNl2wzi�• ND <br /> w20S25wl9sla • ND (8 5') 1W20 5N19 ND (7') <br /> E-9- � 1BW20 5N19 ND (11 5'} <br /> ND (7') ND (9') 1Bszw19 • Si-B1 - <br /> ND (9 5') BN11W16 • <br /> TPH Depth,Ft 20(95') <br /> 2200 9 Ramp <br /> 71 105 <br /> W9S7 • 13 15 <br /> 251 (6') 1N21W8 <br /> Over-excavated ND(8') <br /> Sharing Equipment W4N10 <br /> 1199 (8') • <br /> -� S1-B3 <br /> TPH Depth,Ft <br /> All distances relative to ND 9 <br /> v 1E8S14 • ] 1BEM • this reference point ND 138 <br /> ND (10') 1Essz S1-B2 ND 177 <br /> ND (7) Ale <br /> TPH Depth,Ft <br /> ND 9 <br /> F 1E 7S9 ND 137 <br /> ND 18 <br /> LEGEND 1515 Building <br /> W1951a *. Sample location is 19 feet west <br /> 20(9) and 10 feet south of reference point <br /> Values represent TPH concentrations in <br /> mg/kg (ND= Not Detected) Sample depth <br /> below grade is noted in parenthesis <br /> • Location of Soil Samples Collected Figure 3-1 <br /> During Excavation <br /> • urn Boring Location Showing TPH Details of Sort Excavation and Soil Sampling <br /> Concentration in mg/kg Catellus Development Corporation <br /> ® Sloped Excavation Sidewall Former Tank Site #i <br /> ❑ SCALE 1'=10' Stockton, California <br /> Excavation Bottom I ERM 11198 <br /> 0 10' 2996 OOMML111 17 98 <br />