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pN - W-63 PARKING <br /> MW-i 8 W-70 I11 LO� <br /> N __/� M\*58 � OJ WATERF�ST <br /> 0 3 L. I TOWE <br /> _ O <br /> O O N /� <br /> MW-57 0 1 gO WATOWER NT WATOWER NT <br /> MW 34 `h T -4.0 <br /> 1 MW-' . <br /> RG �MW-51 ' <br /> 0 150 300 MW-82 411- . MW <br /> PARKING LOT <br /> 1 <br /> APPROXIMATE SCALE IN FEET 40 MW-48-1.541a <br /> Q MW-47 1 <br /> 30 11 .0 a9 -4.99 -_ _- ERAS �o`I_.1 MW 07 1 <br /> MW 9 _ WEB 1 <br /> W'o I � � I®M W-64 1 � PARKING LOT 1 <br /> MW-56 i3 .0 ��� __�_ <br /> 2p -0.71 0 �- 2AMW-13_ IM 59 1 1 \ WEBERL <br /> KAW-61� MW-50 MW-49 ��� -'- - 9 -3.61 1 1 1 \I 1 INS TU E <br /> M W-0 \ <br /> r Q 1 MVI/ -5.53 =.4 ��'7 MW-40 \ 11 1 D <br /> 111__ Mw_l4.57 3. 2 1 ` Z <br /> 2AMV\L- Iv1W-09W-54�DP -1� -3.67 MW-04 � � <br /> 0 _ -_ 1 BMW-55 MW 53 -II_� 111z 1 UBRARy m <br /> C7 1 m <br /> 0 _ 10 Z <br /> -3.0 Iz 11 <br /> - 1 �MW-05 MW-03e � 1 <br /> -- 1.O a 1 ARTMENTS UNOCAL OU Im <br /> m <br /> MS _ 1 1 1� 1\ PARCEL 3 11 <br /> --- -�® 2 y _2 v \ 2�DPE-5 DPE-6 PARCEL 2A 11, 1 1 <br /> _ _ PE-8 1TJ1 <br /> n1 59 Apg9 n v IMW-2 DP-4 DP �I <br /> A _ m DPE-3 1 1 INE <br /> TSP DPE-9 <br /> X11 i <br /> \• ti G V DPE-11 M -65 1 1 1 1 OGKTGN <br /> z n DPE-1 PE- 2MW- MW-11 1 1 1 p�TERNA <br /> ��� 1 1 HHH <br /> 1 sG ooL <br /> 2'0 __ I '0 <br /> ` 1 1 MORTON OU \ 1 1 1 a <br /> A- APARTMENT 1 <br /> Oc V�c ASPHALT 1 1 <br /> \` 1 2AMW-15 <br /> � 1 1 LOT 1 <br /> O 1 1 \ PARKING <br /> NV� \ APARTMENTS <br /> 0 � 1 1 1 PARKING LOT <br /> 1 <br /> 1 _ <br /> - - <br /> 1 E <br /> y3.0 W-45 ?� MQ_ 1 --� o ���� 1 p0 <br /> MW-44 x M o 1 - MW-06R <br /> 3.07 m .74 p'?AR0 <br /> T <br /> U) 13 ZI OMv <br /> 36 WEST MARK <br /> c 1 1 1 <br /> \MW 7 ASPHALT I <br /> �sT <br /> MA! x.47 �1Ea <br /> MW 29EOPAaK,N 1 <br /> vID' 1 1 1 <br /> '9) <br /> F2.51 <br /> tSs0 ----- - 1 <br /> ``\- APARTMENTS J PARKING LOT <br /> T _- -- _ 1 <br /> 26MW-1 <br /> ��� w 1 PARCEL4 -- <br /> 1 <br /> �s PARCEL213 - <br /> �/� <br /> LEGEND: <br /> o' ®MW <br /> 0 Mw-1 A-ZONE GROUNDWATER MONITORING WELL APPROXIMATE GROUNDWATER FLOW Q5MW-32 <br /> GRADIENT DIRECTION AND GRADIENT(FT/FT) 0 1.35 CROSS TOWN <br /> MW-1 B-ZONE GROUNDWATER MONITORING WELL <br /> 0 MW-1 C-ZONE GROUNDWATER MONITORING WELL 0.0-,-' GROUNDWATER ELEVATION CONTOUR <br /> (FEET RELATIVE TO MEAN SEA LEVEL) -- <br /> 0 MW-1 D-ZONE GROUNDWATER MONITORING WELL <br /> 2 51 GROUNDWATER ELEVATION(FEET <br /> O DPE-1 DUAL PHASE EXTRACTION WELL RELATIVE TO MEAN SEA LEVEL) FOR: FIGURE: <br /> PARCEL 2A AND GROUNDWATER ELEVATION <br /> 0 MW-36 DESTROYED MONITORING WELL � V SURROUNDING AREAS <br /> SPH OBSERVED IN WELL MW-17,MW-43,MW-46 CONTOUR MAP <br /> WEST WEBER AVENUE AND <br /> A MS MORMON SLOUGH SURVEY POINT THROUGH MW-50,AND MW-52 GROUNDWATER NORTH LINCOLN STREET B-ZONE 10 <br /> ELEVATION CORRECTED. <br /> STOCKTON,CALIFORNIA THIRD QUARTER 2011 <br /> NOTE: SITE WELLS WERE RE-SURVEYED BY STANTEC BETWEEN <br /> SEPTEMBER AND DECEMBER 2008 LIMITATION: THE DATA CONTOURS ON THIS FIGURE ARE EXTRAPOLATED FROM ,�., JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE: <br /> LIMITED DATA AND MAY NOT REPRESENT ACTUAL SITE CONDITIONS. Stantec 211602258 MDR AH DS 10/05/11 <br /> FILEPATH:M:\Parcel 2a\AUTOPOST 2011\3rd Qtr\FIG 10-PARCEL2A-GW B-ZONE.dwg I Layout Tab:11x17-COLOR I Drafter:miramirez I Oct 25,2011 at 14:13 <br />