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r ® � ! � � � � � � � l• � � � tl• ttttttt� ■�� � <br /> i--------- PT MW-5 — Fen --------- _ HP2 O <br /> PT-MW-5 """ � '"' PT-MW-4 I 7s <br /> l 7 32h Shed 'R E Q 50`) <br /> ' I 5. K l v <br /> I DRVw— DlPE � I C <br /> DIPS <br /> T4E <br /> roTe No <br /> AOA NO <br /> MN.L I IEaD0 os ma LEGEND <br /> PT MW2 "'9 croundwa[er Monitors +Nellarld <br /> c— I a No HP3 pas? GroundwalerSurface levatbn(feetMSU <br /> l NP 1T O Former Hydro Porch Locad°n <br /> G52 l se¢ former S°II BGfIfIQ lou[bn <br /> NO INo m <br /> 500 Gallon Miro .,..^ m <br /> RPE NO <br /> I <br /> Dirt Waste Oil Tank 7 � rr ANALYTIGAL LEGEND <br /> l I LAD e <br /> Ta.D�w R"Es.Im� 'ER 1YP�Ra�D�9 J <br /> Groundwater \ I x Pu m m e¢ae�Irwa.�.r.+<wu„w�n�aE, <br /> FIOWDIrect�On " O"10`"e 69, ISlan TToEuENE <br /> i ! He{�alr T➢8 D f71 E FTM HERLENE <br /> l Butld ft 12 O .rntaE <br /> -MW-2 l ,�»�TRNfAa°1RE <br /> ' 7 E� I EDeE wemnTenn.m earn EnlER <br /> 11 / VE <br /> HP I1 OAFDnrDM ETHER <br /> / <br /> l EIDE E11M iERRIR/BUrriFiNER <br /> U SB M R� E1HER <br /> l O <br /> PT- M N"K%4rl <br /> E�1�'P11��Yt�E�c9 Hp ET EM11lN0L <br /> l l � I iBUG r RDr°i01lDETlMME <br /> 3ESE r fL@TWDIIErINNE3 <br /> Fk r10.AInIEeRE <br /> 1aWp YuIOtLYt� ' l TO LwswtrMM HYb�IIIIVoOrcDrmv <br /> I <br /> No l Approximate Limit of 6640-- oo-.enw9.n�.com.[r..�.asa E.y <br /> E I —Former Excavation I EYImYE EMn E iOVen�vea.w <br /> ryM .emcaunR.eu, <br /> icor°... rcl4cr000nlcElu�°oriur(WtY <br /> r–— PT MVH-1 <br /> iv <br /> r RD I m ol to I < m \ <br /> i f o # I a PT- PT-MW-1 l T <br /> i I °° {7 247 l Wells Monitored on 04/07/04 <br /> IDiv w <br /> ros rx l — PT- W-3 ENo <br /> VW; SB-4 re Ea <br /> No <br /> l — DIEE N �! IaEoa DaT <br /> No <br /> W No — <br /> YY Tna ra <br /> (6'. Driveway —— e �= Drive y <br /> MURRAY STREET a <br /> ■` <br /> 7Stephen G Muir <br /> 9 <br /> w Consulting Geologist&Geophysicist <br /> s�in I9 fiat <br /> s Former Parmar Texaco Site <br /> 521 North Cherokee Lane, Lodi,California <br /> Map Depicting Analytical Laboratory Results <br /> and Groundwater Flow Direction <br /> Apn12004 r Figure 4 � <br /> o•Eerrcr■aatalwamaE n>tawlgl�IVFrp[r�s10�l+LI�+pIan1.Y <br />