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� s <br /> i <br /> Fig 6:Zone B <br /> Date Slope Bearing Gradient Rose <br /> 1 41103/04 00018 N63°W <br /> Domestic Well 2 04127/04 00046 N55°W Diagram <br /> 1697 Durham Ferry Rd 3 07/23/04 00022 N61°W <br /> 4 11103104 00033 N73°W <br /> „ Garag° 5 01/21105 00048 NO2°W George's Service <br /> 6 04111/05 00115 N27°E 1600 Durham Ferry Rd <br /> Domestic well 7 07/20105 00206 N32°E <br /> s 31448 Hwy 33 Tracy, CA <br /> 8 10130/05 00037 N30°W project No 4252 <br /> House E 9 01122106 00030 N79°W <br /> 7Cc <br /> M p <br /> � o <br /> n <br /> MW-107 <br /> i MW-6 + AlonHorinp Well <br /> MW-7 <br /> O 6 7 Abandoned Monitoring Well'} <br /> Domestic Well 0 <br /> 0 <br /> DURHAM FERRY ROAD <br /> 2 <br /> I � <br /> uW-2 00901 OF U1 <br /> MW-1 <br /> WW— 2 .-- <br /> _3 —102 <br /> k(W <br /> Former —8 ♦ Gradient Scale%Slope <br /> tanks 1 MW-9A <br /> George's Service Gradient determined using computer generated contours <br /> 1600 Durham Ferry Rd Domestic Well <br /> O <br /> 1600 A Durham Ferry Rd <br /> Ny� 0 35'UW-1 ormer <br /> Tank 4 N <br /> 9� + y SCALE <br /> law—3 <br /> 0 <br /> / L Nose <br /> MW-4 Formero <br /> Tank 3 <br /> Domestic Well <br /> O <br /> 1600 B Durham Ferry Rd <br /> §aa�lcal7aJbdca lnc. 4� <br />