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\ Dirt L Gravel \ \ <br /> \ \\ \\pne� Storage \ \ + n+ <br /> Storage t <br /> Propane Tank + <br /> \ \ \ + + + + Groundwater Gradient <br /> � N <br /> + + 55'E 00 401 fl/ft <br /> 1 <br /> \ Concrete Dnveeay <br /> + + + + -1080 <br /> \ + + MW-2 <br /> \ � MW-IQ quipnent Storoge <br /> li \ -ID 54 <br /> a <br /> \ Covered + <br /> �^ \ Storage -107 C <br /> W-�� <br /> Area <br /> ' \ \ He ton Shop ,+ <br /> I \ <br /> n V-3 <br /> c Ferner <br /> as e o°c ust s + -1090 laso <br /> MW-i Stora e <br /> �\ -1063 +-9 W-8 <br /> 067 <br /> +-1087 <br /> \ MW-4 + <br /> \ \ MW-IQ <br /> \ -1064 <br /> \ \ <br /> MW-5 <br /> n \ lass <br /> \\ Pressure <br /> CIO ® Vnsher <br /> L <br /> \YY <br /> i N <br /> \ O <br /> \.e E tam <br /> a <br /> Cr� I MW-1 <br /> 1065 <br /> \ Concrete Sho Concr e <br /> Drwe.ay Drweeay y <br /> ' \ r <br /> \ <br /> �\ Covered (] Ce Independent rucking <br /> -1021 gwpncnt 145 W Chorte Way iqo <br /> Drag! <br /> MW-7 <br /> ha Uo <br /> Pote <br /> ' Barn <br /> + Parking + + <br /> + + + + + <br /> ' + + + + <br /> + + <br /> Len D'tc„ <br /> Ccdvert <br /> t1 en ¢itch <br /> ' Culvert <br /> WeSt Charter WaY <br /> Fig 3 Site Gradient is Soil Boring Le_gencl <br /> Map +-Monitoring Well <br /> Contour Interval = 005 <br /> December 20, 2001 Groundwater Gradient Calculated UtihZing <br /> J.M Equipment Computer Generated Contours <br /> 1245 W Charter Way ® Dram -871 = Groundwater Elevation <feet it <br />' Stockton, CAr � � 50�eo�agtcaC7e qnr 1/10/02 +`+ Asphalt M/ 11Sand & Gravel I I <br /> SCALE <br />