Laserfiche WebLink
dd— <br /> D3 <br /> Asphalt concrete Groundwater Gradient(2193) 0 001 foot1fOOt <br /> Cement <br /> concrete <br /> pad <br /> Former dispensers <br /> D2 Cement concrete <br /> fueling truck pad <br /> MW2 MW3 <br /> 0 0 <br /> B2 <br /> Angle Boring B4 <br /> P1 <br /> P D1 � <br /> BS Pumps Yellow poles <br /> HB-1 HB-2 HB-3 <br /> B3 <br /> B1 1 - - - - - - �4 <br /> � I � <br /> Storm I s 1171 O 2 existing <br /> drain — — —L — — —� 20,000 gallon <br /> — — — — — — -- partially buried <br /> I — — — — ^ — 1 USTs {JP-4) <br /> Former l 3-MA <br /> ,000 gallon Mw1 <br /> USTs 0 <br /> Fill Pump <br /> 0000 Q <br /> Cement <br /> concrete Existing <br /> 15,000 gallon <br /> UST (JP-4) <br /> Legend <br /> Mi Previous Borehole Location <br /> Excavation Soil Sample Location <br /> Monitoring Well <br /> Reference Wallace, Kuhl,and Associates,Inc <br /> Scale (feet) <br /> p�■Q� Previous Borehole Location Map Figure 3 <br /> 0 to 20 <br /> Project No 3047-001 Stockton Army Aviation Support Facility VersaT, Inc. <br /> J Stockton, California <br />