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Section 3 • • Monitoring Procedures <br /> be located in the southern portion of the property to characterize groundwater at the site. Two <br /> piezometers will be installed in Area 2, one piezometer in the northern section of the future excavation at <br /> location 24b and one piezometer in the southern location at 24g, see Figure 2. Water level measurements <br /> will be collected by a Solinist® water level meter. Groundwater samples will be analyzed as dictated by <br /> the City of Stockton Municipal Utilities Department Groundwater Discharge Permit once it is obtained <br /> from the City to perform the remedial construction activities at the Site. <br /> The sampling tasks and methods are detailed further in the Field Procedures,presented in Section 5. <br /> 141 a <br /> 3 <br /> r„ <br /> Faso, <br /> k, <br /> k%con-fsO1tprojects@008_ProjWSt28-078 City of Stockton Soil Exm,ationR OnginalsVSampling and Analysis Plan\Slockton_SAP_D,aft_062408_Eb.doc <br /> 3-2 <br /> ERRG <br />