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ON CHPNNE i-- - o 1.16-38 PARKING <br /> gTOCKT - /° MW-6 uOT <br /> N - - 70 <br /> W p'T T <br /> - /' MW-18 M 1�$ W TOVIERs - <br /> - - 15 FRONT - - <br /> I \\WpTO S WATERERS T <br /> W �- <br /> p MW-57 TO - - <br /> MW-34 &MW-69 MW-42 I PARKIN <br /> 0 150 300 0.02 I Mo 8 0 \I LOT 1.02 <br /> E - <br /> APPROXIMATE SCALE IN FEET MW-35 MW I \\ WEBER qV _05 <br /> 1 ® - <br /> �S I Q5MW-50 Mvza® MW 47e —__ _ M 0607 00 I \ <br /> 1 -2AMW 13 -' - _M <br /> MW-56 MW-49 W-71 .05 <br /> ro M -61* -I' 1 1 \ <br /> M 68 __ -_ OMW-3 8 0 1 0 It \ <br /> \ <br /> _� MW-52 PAR LOT <br /> ' I - �KMW 4 �W MW-1 D ZE 1 1M W-40 <br /> 1 M' 1_ W 2.0 <br /> 2.42 M -55 MW- \ -_ \ C7 \ -2.5 D <br /> MW-1 Ir <br /> -3.0 \ Z I <br /> 0 T 1 L <br /> MW-10 v O 3s 11cz <br /> -- 2 - � T � <br /> AW-05 MW-03 <br /> DPE-s�s A l p tr UNOCAL OU 1 3.75 I m I <br /> .r ` DPE 7° <br /> ms -3.10 <br /> - v rDPEES 53.98 DI E3 1 '1�' <br /> - Mw- ®M qA 7 m M P1 2.09 p sF-4 -3. PARCEL 2A _ --A <br /> 1 <br /> o v o 2.11 DPE-11 - 1 1 \ M \ <br /> Ftils 6 N a 1 x.15 - \\ 1 \ I M 1 <br /> \ m <br /> DPE-9 MW- <br /> L <br /> m <br /> DP0.32 _ �MW-11 1 <br /> 2.S .a MW 1 \ <br /> 1 D I\ <br /> -0 D _ \ MORTON O 1 \ <br /> 04 <br /> 'v/ <br /> q a MENT . \ 1 1 <br /> Q� \ PP <br /> � pSPHAI <br /> Q 1 I PARCEL 3 <br /> Ns� APARTMENTS ' M <br /> 2p�MW-15 \ \ \ <br /> O�,�y3o MW-22 _ 2.15 �- MW-06 � I <br /> '7 5 _ <br /> MW- 4 MW-45 W-60 <br /> 0.90 A v I MW-0 R I - <br /> �. SM -74 PpARTME TS M <br /> 3.J <br /> c <br /> - <br /> ' <br /> POIE M W-36 <br /> NT0p11 \ 1 ? \ WE - <br /> /^I 4.0 GRM 27 ASPHAvt o,�wHG `s -- -- <br /> 'yJ. 1vivv -� I \ <br /> 4.29 - -0.56 \ 1 <br /> s� M W-29� 0.2 <br /> APPRT <br /> 2BMW-1 <br /> 0, PARCEL 4 _ <br /> 9s� �ti N 1 �_-_- <br /> 9TFS o j PARCEL 2B <br /> ti <br /> o '° �P5/ <br /> LEGEND: MW-33 <br /> Q5 MW-1 A-ZONE GROUNDWATER MONITORING WELL GRADIENT APPROXIMATE GROUNDWATER FLOW o MSW-32 <br /> 0 Mw-1 B-ZONE GROUNDWATER MONITORING WELL <br /> DIRECTION AND GRADIENT(FT/FT) CROSS-TOWN <br /> --— <br /> 0 Mw-1 C-ZONE GROUNDWATER MONITORING WELL 3.0GROUNDWATER ELEVATION CONTOUR <br /> (FEET RELATIVE TO MEAN SEA LEVEL) <br /> 0 MW-1 D-ZONE GROUNDWATER MONITORING WELL <br /> 215 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 � SURROUNDING AREAS CONTOUR MAP <br /> A MS MORMON SLOUGH SURVEY POINT LIMITATION:THE DATA CONTOURS ON THIS FIGURE <br /> ARE EXTRAPOLATED FROM LIMITED DATA WEST WEBER AVENUE AND NORTH LINCOLN STREET A-ZONE <br /> AND MAY NOT REPRESENT ACTUAL SITE FOURTH QUARTER 2010 <br /> CONDITIONS. _� STOCKTON,CALIFORNIA <br /> NOTE: SITE WELLS WERE RE-SURVEYED BY STANTEC BETWEEN },�.�}�, <br /> SEPTEMBER AND DECEMBER 2008 �Kil I{CZ. JOB NUMBER:.300.250 DRAWN MDR CHECKED BYAH APPROVED BY S DATE: <br /> 12/16/10 <br /> FILEPATH:M:\Parcel 2a\AUTOPOST 2010\4th Qtr\FIG 2-PARCEL2A-GW A-ZONE.dwg I Layout Tab:11x17-COLOR I Drafter:miramirez I Jan 18,2011 at 10:23 <br />