Laserfiche WebLink
I �qu�pne`P\v ornp\ �\ ,\ + + Sto 4- <br /> 16 <br /> t <br /> Propane Tank + <br /> \ <br /> \ Concrete prFVeray 1 1- <br /> 1 M+2 <br /> \ \ a- -s zl• <br /> \ Equpnent Storage <br /> 1 m 1 <br /> c + <br /> Covered -675 <br /> \ <br /> Storage Arra V-b� <br /> ' \ . Hesston Shop + <br /> \ SB-5 SB-2 MV-3 <br /> as a Farmer <br /> rc usr + <br /> Stara IF SB-109 -617 <br /> -684' - -684' MW-8 <br /> ® + <br /> \ + MW-9 <br /> MW-4 0 -619' <br /> \ \ SB-4 SB-3 <br /> \ Groundwater Gradient -6 82' + <br /> \ \ S43-W 00 008 ft/ft + <br /> MW-5 <br /> �\` Pressurr <br /> ® Vasher <br /> c <br /> \ -b 79' <br /> \ � + mW-1 <br /> �w♦ <br /> \ Concrete Shap Concrete <br /> Driveway Driveway d <br /> \ u <br /> `\ Covered I Independent Trucking <br /> Equ.pnent OPFICe 1145 W Char-ter Way <br />' I Storage I <br /> Pale <br />' Harm <br /> T_[ Parking + <br /> + + + T + <br /> + + + <br /> + + r en �tGh <br /> Cukv�rt <br /> an pitch <br /> Cuivrrt <br /> West Charter WaY <br /> Grradienet CalCulated Using MW-1 MW-5 R MV-8 <br /> Fig 3: Gradient Map Soil Boring Legend <br /> March 8, 2000 + Monitoring Well <br /> IM. Equipment { Proposed Monitoring Well <br /> 1245 W Charter Way <br /> Stockton, CA ® Drain 9 <br />' 0 50' <br /> ++} Asphalt 03 Sand � Gravel E _ _ I <br /> GooT�2= -;1291 + SCALE <br />