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*MW-38 <br /> -0.18 <br /> 4 <br /> - � <br /> MW 2181.5 <br /> y ' <br /> MW-20 <br /> _,�.. 4 -2.14 111yld 5'I r. 1 �. ~� MW-37 <br /> MW-34 .� <br /> 1.32 'MW-.3r; ' M1r1+- - <br /> •0 <br /> L MVV 4r, y ��� - - 3 <br /> 0 140 280 4 <br /> y Ylittl-5C1 MW-19 - <br /> SCALE IN FEET �S 1 �ifiV149 2.52 �- } = -0.22 r1 4 <br /> y " `r2AMW-13 <br /> qo �.2AMV11�f 2 µ .f �v1 a 3 I A LOT <br /> n4I 1 I E 13 -4.0 <br /> p <br /> y 3.24 yy-09 t`�_ - <br /> - N <br /> --A_ .9f r' Iv W NIVV-o`3 4W2 08 � ) 1 4.5 <br /> Fui V z4 <br /> t o y <br /> r � <br /> . y � y <br /> y 'S <br /> 3 MW 05 S <br /> t 2AMW-14* , 3.79 1 M -037 <br /> S 90 <br /> 4 l DPE-4* 2.472.60 �� I)�I �[,.)1 / ` y �fyi E 1 1 <br /> MS S l 1.65 <br /> ♦ ._ _ - PJN'.('26� _r y DPE- DPE-6* DPE, <br /> y -i.91 -2.D -1.31 <br /> 1.62 r MW-25 IVIW-2 .F, MW 21 1 <br /> DPE-3 { } <br /> It <br /> 0 0.94, '�;€1T �1 E[til T�., - 0.27 <br /> .- M W 24 y I * 1.21 c�yr a y 1 <br /> 0.85 DPE 8 )' <br /> y-tyAI',1Li I(V[ I\i 16 y y -1.41 DPE-11 a� � <br /> IDPE-9** <br /> y r I zUr r 4tPole y 1 L1.1s <br /> M.B_U3V <br /> 1.84 . 11=.�. <br /> W-11 <br /> l <br /> rvIva-i R <br /> ! .l 111'A I i1f N rs d DPE-10 r '4 -4.45}t <br /> \ y s y ( I �3..y 16 <br /> DPE-12* <br /> A� 10. riv�1 ©046 -2.25 <br /> Onw 06 <br /> Ar- RIIVIE <br /> 1 <br /> y .. 2AhN 1 <br /> -MW-22_ r '�o <br /> oo <br /> ` 0.074 S yJi1h <br /> 0 1 AIT.aRT IVB NTS yr r y s y r <br /> \ - <br /> I 'r <br /> 5 <br /> _ <br /> 1 27 <br /> Y <br /> MW-28 T�� 31 <br /> e Tf Mh�V-30 <br /> \ \ > \ 2.79 F' 1 <br /> +2BMW-1 r , Fl FL'y <br /> LEGEND: ~ 00 f <br /> (UIW-1 SHALLOW ZONE MONITORING WELL LOCATION - "~- N I"Al 1 L. E3 <br /> o <br /> 1 MS MORMON SLOUGH SURVEY POINT p - �_.._ - r - ` <br /> 0.0/ GROUNDWATER ELEVATION CONTOUR o ~T MW-33 <br /> - M*16 DEEP ZONE MONITORING WELL LOCATION (FEET RELATIVE TO MEAN SEA LEVEL) -0.69 <br /> 8 DPE-1 DUAL PHASE EXTRACTION WELL NG NOT GAUGED O - ` <br /> * SPH OBSERVED;GROUNDWATER ELEVATION CORRECTED. E9lV 32 r <br /> 0 DESTROYED WELL ** DPE-1 AND DPE-9 NOT USED IN CONTOURING FOR: PARCEL 2A AND FIGURE: <br /> WELLS 2AMW-14, <br /> i <br /> APPROXIMATE GROUNDWATER FLOW LIMITATION: THE DATA CONTOURS ON THIS FIGURE ARE EXTRAPOLATED SURROUNDING AREAS SHALLOW A-ZONE GROUNDWATER <br /> �ws01FNr <br /> DIRECTION AND GRADIENT(FT/FT) FROM LIMITED DATA AND MAY NOT REPRESENT ACTUAL to WEST WEBER AVENUE AND ELEVATION CONTOUR MAP <br /> SITE CONDITIONS. tk _ NORTH LINCOLN STREET 7 ST QUARTER 2008 <br /> -3.47 GROUNDWATER ELEVATION � STOCKTON,CALIFORNIA <br /> (FEET RELATIVE TO MEAN SEA LEVEL) 3017 KILGORE ROAD,SUITE 100 <br /> RANCHO CORDOVA,CALIt ORNIA SOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE: <br /> PHONE:(916)861-0400/861-0430(FAX) 77TW.26397.42 MDR JP DS 04/03/08 <br />