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ff � <br /> LINDSAY STREET <br /> } <br /> I <br /> 1. <br /> 1 I <br /> Concrete } 11 B13 <br /> l .2 ft <br /> �. AHs <br /> f I <br /> I <br /> ®2ft7 <br /> I j PAHs, Pb <br /> I � i <br /> I Area 11 <br /> 1 I I <br /> . � I <br /> I <br /> I <br /> I � l <br /> I I i <br /> Former } <br /> l warehouse <br /> 17B1f3 <br /> 7 <br /> ft <br /> TPHd TPHmo(4- ') I <br /> I I <br /> 1 <br /> I 11879 <br /> I . 7 f <br /> } I ® TPHd,TPHmo <br /> i <br /> Stockton Channel <br />! 'EXPLANATION <br />! B-1 ® - Excavation location with depth and confirmation analyses- <br /> 4 ft depth interval:associated confirmation analyses is provided <br /> PNAs(4'-11) if analyses vary with depth <br /> TPHd Total Petroleum hydrocarbonsas diesel by EPA <br /> Method 8015M <br />! TPHmo Total petroleum'hydroca�bons as motor oil by EPA <br />{ <br /> Method 8015M <br /> PAHS Polycyclic aromatic compounds by EPA Method 0 80 Feet <br /> k 8270 and D2216 <br /> I. <br /> F o Pb Lead by EPA Method 6010 or 200.7 Approximate scale <br /> ————--— Outline of former buildings <br /> Li <br /> I Parcel boundary Reference: Base map from Siegfried Engineering,Inc.,1999. <br /> I, N NORTH SHORE PARCELS <br /> Stockton, California AREA`11 RAP EXCAVATION LOCATIONS <br /> s <br /> r ' � Date 04/29/05 Project No. 2597.10 Figure 4 <br /> X <br /> W - <br />