Laserfiche WebLink
\ 6 <br /> I 4 '\\ <br /> i <br /> INFERRED DIRECTION j3 \ <br /> OF GROUND WATER FLOW <br /> OP <br /> Q PRODUCT <br /> Q STORAGE <br /> f ��V TANKS i� �\ MW-7 \ <br /> I P,` \\ 0. <br /> \\ <br /> '&B-2/ <br /> t3-5 MW-2 \ <br /> \\0-4 MW-3 \ <br /> FUEL \\ \\ \ <br /> Mw i DISPENSERS`x^� \, \ <br /> � �\\ ONCRETE <br /> MW-5 <br /> 0 9 STATION BUILDING \`\ <br /> MW-6 8-8/ <br /> MW-4 I <br /> ASPHALT <br /> O <br /> SOIL NORTH <br /> �' IF <br /> i <br /> APPROXIMATE SCALE (ft) <br /> I LEGEND: <br /> O 30 <br /> MONITORING WELL AND BORING LOCATION <br /> Mw-1 (INSTALLED MARCH OF 1987) <br /> 0B_4 SOIL BORING LOCATION AND NUMBER 'I <br /> II , <br /> MONITORING WELL LOCATION AND NUMBER i� 'IFiGURE 3 <br /> WW_6 (INSTALLED MARCH OF 1993) POSSIBLE EXTENT OF'�OVEREXCAVATION AND CONFIRMATION <br /> SOIL. SAMPLE LOCATIONS <br /> ` 3300 WATERLOO ROAD <br /> FENCE i -ISTOCKTON, CA <br /> Project No. Drawn <br /> II: 1904201 SAL i Acton . Mickelson . van Dam, Inc. <br /> k X LOCATION OF CONFIRMATION SAMPLES Flle No. Prepared I Consulting Scientists, Engineers, and Geologists <br /> 19042F3 HEH ;S 5090 Robert J. Mathews Parkway, #4 <br /> POSSIBLE EXTENT OF OVEREXCAVATION Revtston ReviewedEI Dorado Hills, California 95762 <br /> (916) 939--7550 <br />