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Fence <br /> 7 <br /> Dirt 6 Crravei <br /> Equipnwnt Storage O E <br /> Storage <br /> Propane Tank <br /> IConcrete Driveway i <br /> 11 -10 40' <br /> I ❑ MW-2 <br /> -1020, Groundwater Gradient <br /> W-10 FHHessto <br /> t Storage N4VE O 0 0033 ft/it <br /> 1 b � �SnNpl <br /> Covered I <br /> � I W-5 <br /> hop <br />' MW-3 <br /> DR <br /> MST, orner —10,71' <br /> � UST's <br /> Star e <br /> I -1MW B <br /> 4' W-9-10 �1D <br /> 0 14' I <br /> W-4 ♦MW-149 <br /> I <br /> MW-5 J <br /> AS <br /> ❑ -D 07' <br /> ressure <br />' Vashe <br /> e <br /> I tly �14i <br /> M 9 4' y <br /> W <br /> Concrete Shop Drivewa e � <br /> Driveway <br /> Y <br /> avwred Indepen nt Trucking <br /> ❑ffice 1145 W C rter Way <br />' -9 31' EgWpmont <br /> MW-7 Storage <br /> ❑ I �� gym. A. <br /> Pole <br /> Barn <br /> Parking <br />' n D1tcfi <br /> Lytver4 <br /> en Ditch <br />' Culvert <br /> West 'Charter \4 ay <br />' Fig 2: Site Gradient a Soll Boring Legend <br /> Map + Monitoring Well Contour Interval = 0.1' <br /> February 17, 2005 Groundwater Gradient Calculated Utltlzirtg <br /> J.M. Equipment Computer Generated Contours <br /> 1245 W Charter Way Ilraln -871' = Groundwater Elevation (feet mst) <br /> 0 50' <br /> Stockton, CA + + Asphalt ���� Sand & Gravel I - I <br /> CWtoglcal7whodaft 0312510.5 Asphalt <br />