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Cone Penetrometer Testing Report <br /> . LARRY'S AUTO <br />' 308 North Grant Street, Stockton, California <br /> TABLE OF CONTENTS <br /> 1 <br /> SECTION PAGE <br />' 1.0. INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 <br /> 2.0. PROCEDURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 <br /> 21 ADVANCEMENT OF CPT BORINGS 1 <br />' 2 2 GRAB GROUND WATER AND SOIL SAMPLE COLLECTION AND <br /> ANALYSIS 2 <br />' 3.0. FINDINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 <br /> 31 STRATIGRAPHY 4 <br /> 3 2 HYDROGEOLOGIC MODEL 4 <br />' <br /> 33 ANALYTICAL RESULTS OF GRAB GROUND WATER SAMPLES 5 <br /> 34 ANALYTICAL RESULTS OF SOIL SAMPLES 7 <br /> • 4.0. SUMMARY AND CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 <br /> 5.0. RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 <br /> I6.0. LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 <br />' FIGURES <br />' Figure 1 - Location Map <br /> Figure 2 - Site Plan <br /> Figure 3 - Geologic Cross-Section A-A ' <br />' Figure 4 - Geologic Cross-Section B-B' <br /> Figure 5 - Geologic Cross-Section C-C' <br />' Figure 6 - Geologic Cross-Section D-D' <br /> Figure 7 - Cross-Section A-A' Dissolved TPH-g <br /> Figure 8 - Cross-Section B-B' Dissolved TPH-g <br /> Figure 9 - Cross-Section C-C' Dissolved TPH-g <br /> Figure 10 - Cross-Section D-D' Dissolved TPH-g <br /> 1 <br /> • <br /> Advanced GeoEnvironmental,Inc <br /> I <br />