Laserfiche WebLink
i <br /> U Lo <br /> 1 <br /> r A A' a <br /> (NORTHEAST) (SOUTHWEST) 'b 0 <br /> 4cn <br /> w <br /> o z o <br /> I � N <br /> II` d a <br /> 0 MW-2 MW-1 - - - - - - - - - -_M __w -�- I o <br /> 0 <br /> - - - - - - - - - - - - - - - - <br /> - _ <br /> 0 <br /> IUNDERGROUND — <br /> STORAGE TANKS _ T=—-—- — <br /> — - - - - - <br /> f <br /> - - — —----______ <br /> 20' -- -_== _ _=--- __ 20' <br /> -- - -- - - -T- - - - - _- - - _ - - _ Q <br /> - - 3 � 1 NN �y� <br /> Zo-,k - - - - - - - - ; - - ..... - `+_ 5' T .. 5 � ♦ +l 54 k� _ <br /> 40' - - - - - - - - - - — - - _ _ _ _ _ 40' C�'� ,__, <br /> � O <br /> o <br /> tq F- <br />' y w <br /> LEGEND <br />' ML BROWN, DRY TO DAMP, VERY STIFF, SANDY SILT <br /> SP/SM BROWN/TAN MOIST TO SATURATED MEDIUM DENSE <br /> TO VERY DENSE, SILTY FINE SAND <br />' GP PEA GRAVEL <br /> 1 EXTENT OF SOIL BORING <br /> 1 <br /> I <br /> 1 APPROXIMATE GROUND WATER LEVEL (06/99) HORIZONTAL irr <br /> EXTENT OF SOIL COMPOSTION DATA 0 15 3� <br />' ------� APPROXIMATE LITHOLGIC CONTACT FEET <br /> I <br />