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5 <br /> �t <br /> Fig 3: Gradient Ma <br /> Intermediate Wells <br /> 1 � O Domestic Well June 5, 2002 - <br /> 1697 Durham Ferry Rd <br /> ' Garage I George's Service <br /> M <br /> 1600 Durham Ferry Rd <br /> ' '' Domestic Well <br /> S 31448 Hwy 33 Tracy, CA <br /> V; I Project No 4252 <br /> House 4 E <br /> 00 <br /> Monitoring Well <br /> M1 p <br /> 3 Abandoned Monitoring Well <br /> s� I <br /> +� O Domestic Well <br /> 73 59' c�'O <br /> MW-107+ 73.00' G W Elev in Intermediate Wells <br /> V� MW-6 <br /> V� MW-7 I+ <br /> } Groundwater Gradient Calculated Using <br /> 1i <br /> £P EP £P EP <br /> Wells MW-102, MW-105 and MW-107 <br /> ' � <br /> DURHAM FERRY ROAD f <br /> Intermediate Gradient. ' <br /> N80-E 0 0023 ft/ft <br /> EP <br /> EP 6P <br /> —MW-105— MW-2- <br /> 73 <br /> W-2 <br /> � 73 Bi' 73 69' <br /> –I –202 <br /> MW-5 –102 # <br /> ' MW-8 <br /> Former MW--8A <br /> Tanks 1& <br /> I <br /> George's Service <br /> t + Domestic Wefi <br /> 1600 Durham Ferry Rd <br /> O <br /> '� i 1600 A Durham Ferry Rd <br /> A s <br /> �a I <br /> ' MW_1 ormer <br /> Tank ,4 <br /> = i f5, <br /> {MW-3 G <br /> Hose SCALE <br /> (�ii I <br /> ir1W_4 Formero <br /> Tank 3 I <br /> � I <br /> ( Domestic Well <br /> �q I o <br /> i 1600 B Dur am Ferry Rd <br /> t <br /> � rrvingYnlrlccFrracc 1m� 7'/23/02 <br /> ` i <br />