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-- o <br /> �ON CNPNNE '_ 0-lI 1 W-38 PARK\NG <br /> gTOC M -63 I LOT <br /> N --// -__\MWM 70 I WpTEWERS T <br /> -0.49 MW 58 - <br /> o 1I TERFRS <br /> LO <br /> o T 1 I W TO ,RS WATERFRONT <br /> MW-57 PARKING � TOWERS <br /> 3 �MW-62 MW 42 I ��°_ G <br /> 0 150 300 0474 1 0-20 MW 6 0 11 ��� PAROT - __ <br /> 1 0.69 <br /> MW-35 I MW-51 BER AVENIJ <br /> APPROXIMATE SCALE IN FEET 1 MW-43 OMW-48 It 1 WE <br /> a II OMW-50 MW_ a�9 MW-47� 1 __ _-\ <br /> 1 �M W-49 - <br /> -2—AM W� I _ M19 A4 0 6 II II <br /> MW- 6 �� �= ®MW-71I p \ <br /> -' _ I 1• 1 <br /> I <br /> \ M -68 _�- �MW- <br /> __ _.�- OMW-39 \ g \ <br /> - -_ - MW-52 MW-40 PARKING LOT \ -2_0 <br /> 2A -2.23 MW-17 DPE-13 \ MW-04 \ I Z\ N <br /> i-- W-09� 2.34 M - w <br /> 1 12.40MW-550 %\ \ <br /> c?p --_ - _'-' \\ MW-54 �' \ -3.0 D <br /> - <br /> \Z I <br /> L&MOU MW-101 --� -4.0 I CII <br /> -- -- 0 MW-05 � MW-03 X <br /> T 1 <br /> _ UNOCAL OU <br /> M$ v N IPPR N I �P9-8* 226 ID 626* II II 11� \\ -4.17 II�11 <br /> MW _ p i PE-5* <br /> MW 26® 2. I 3.20** DPE 7 DPE-41 <br /> qp m N 9 m 1�/-21 1s' 1.98 PARC 2A <br /> \ qq o p .15 DPE-3 \ _. I \ 1 171 1 <br /> �\ T�FtTS a m r=1 069*I'I DPE'11bW-71 M 1 <br /> DPE-1 _ 1.ea MW-41 <br /> 18 _- <br /> P 65� 0 <br /> 0MW 1 1 1 <br /> \ m DPE- i 3 -16 MW-11 <br /> 0.29 - - lE-12 I tI 1 I <br /> 3"0 \ I ORTON OU I \ I1 I I <br /> 410, <br /> ^ MENTS 1 1 1 <br /> % <br /> QNS J I I PARCEL 3 <br /> 1 1 �°� <br /> �� APARTMENTS 2AMW-15 <br /> \ 1 \ <br /> 0, h' \ MW-44 v �M o22 N 12.35 - MW-o k1D <br /> M -06R \ I <br /> v1W-45 y W-60 ] ➢I 1_- 1-3.80 _ <br /> 1.75 M - ENTS -- - <br /> \ m i APART' M v II I\ I <br /> 4.0 ul 74 W-73 \ _ - <br /> 19 <br /> MW-30 7 nszNnT 1 0 \ <br /> 4.87 ® <br /> MW-29 \0 -0.46 <br /> .40 \ 1 <br /> 2B 6W*1 I 11 PARCEL 4 _ <br /> sT�TF� y o ro PARCEL 2B I _ - <br /> tiQ �- <br /> 9�ti <br /> 5 <br /> o <br /> LEGEND: a MW-33 <br /> • MW-1 A-ZONE GROUNDWATER MONITORING WELL APPROXIMATE GROUNDWATER FLOW MW-3 Q5 \ <br /> GRADIENT DIRECTION AND GRADIENT(FT/FT) oN — <br /> • MW-1 B-ZONE GROUNDWATER MONITORING WELL o CROSS TOw <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 /> -1 74 GROUNDWATER ELEVATION(FEET <br /> DPE-1 DUAL PHASE EXTRACTION WELL RELATIVE TO MEAN SEA LEVEL) SPH OBSERVED IN WELLS DPE-5,DPE-6,DPE-8 FOR:� FIGURE:� PARCEL 2A AND GROUNDWATER ELEVATION <br /> 0 MW-36 DESTROYED MONITORING WELL AND DPE-9.GROUNDWATER ELEVATION SURROUNDING AREAS <br /> A MS MORMON SLOUGH SURVEY POINT LIMITATION:THE DATA CONTOURS ON THIS FIGURE CORRECTED. WEST WEBER AVENUE AND CONTOUR MAP <br /> ARE EXTRAPOLATED FROM LIMITED DATA A-ZONE 2 <br /> AND MAY NOT REPRESENT ACTUAL SITE *' WELL DPE-5 NOT USED IN CONTOURING. NORTH LINCOLN STREET <br /> CONDITIONS. STOCKTON,CALIFORNIA FIRST QUARTER 2010 <br /> NOTE: SITE WELLS WERE RE-SURVEYED BY STANTEC BETWEEN *** ANOMALOUS DATA, NOT USED IN CONTOURING. <br /> SEPTEMBER AND DECEMBER 2008 JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE: <br /> tante 211402828.300.250 MDR AH DS 03/18/10 <br /> FILEPATH:M:\Parcel 2a\AUTOPOST 2010\1st Qtr\FIG 2-PARCEL2A-GW A-ZONE.dwg I Layout Tab:11x17-COLOR I Drafter:miramirez I Apr 21,2010 at 14:16 <br />