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I <br /> MW9 PROFESSIONAL MW13 <br /> rw. (NA) BUILDING REALTOR HOSPITALCHATEAU N (24 58) <br /> W <br /> I p <br /> N N p <br /> 0 O p Mrr'0 <br /> ROSEMARIE LANE (-2309) <br /> c0 <br /> ut ' <br /> O <br /> PSV 1 V3 RW4 M W 12 <br /> LU RW2 SW21 W3 { 21 71) (22 34) (22 97) (NA) <br /> MW4(-19 91) (-2044) T <br /> •Pi -M X <br /> Wz (19 93) XIW2 vi Mw <br /> U O z } (dry) I swi(-2113) (dry) <br /> I�Q T IwIl I I Psv2 Indicated <br /> V2 ROSEMARIE <br /> N N a • I ( 0 22) I (-W3 6) APARTMENTS Direction of <br /> P2 l RWi Hydraulic <br /> F 19 76) �FTank r—`J dry) (-20 98 <br /> z � Feld I— )� ♦ Air Sparging Well Gradient <br /> (dry) ,� `� I I Permanent Soil Vapor Monitoring Well <br /> Former I 'MW5 Piezometer <br /> MW8 �= I Station • <br /> (19 17) <br /> Former 9 Pr i Building <br /> i t (dry ) Injection Well <br /> { ) Islands <br /> I L # Soil Vapor Extraction Well <br /> L——— FormerRecovery Well <br /> Used <br /> Oil Tenk Groundwater Monitoring Well <br /> — — (4 31)Groundwater Elevation In feet msl <br /> 0 60 120 <br /> Approx Scale (feet) <br /> Drawn <br /> Figure 5 Elevations (ft msl) of groundwater In wells and indicated direction of hydraulic gradient, vie MAW Date <br /> R 9114193 <br /> former Exxon RS 7-3942, Stockton, California, 22 August 1993 Reviewed Date <br /> Rev Data <br /> Final Date <br /> FTROJECTS18373942WlASTERIGRAPHICSI3 2 B93FH3 <br />