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-38 <br /> -63 1 PAROT � <br /> MW 8 <br /> W-70 1 Np f R FSS T <br /> M 5 2.0 <br /> NT 1 <br /> O O <br /> v i AR <br /> 1 4AWWNT 1 <br /> O GLWERS <br /> CoMO?7 CTO <br /> MV 5 CO 1 W_ 0 42 PAR 1I- <br /> N-343 1 �& LOT -/�M W-37 <br /> MW-51 1 - /- <br /> E 1 -2.99 _— PARKING LOT <br /> 0 1 <br /> MW-43 MW-48 1 _/ <br /> 1 -2.88 -2.48, <br /> 0 1 M 6.32 <br /> S - <br /> MW-50 -- - <br /> -2.70 MW- <br /> 4 MW-56 MW-49 MW-71 "lIi, BMW-07 PARKING LOT 1 <br /> 0 -1.59 -2.46 <br /> 1 *MW 6 2 MW-13 .�, MW 1 yp 1 1 \ wESER <br /> -3.0 W-61 / ��� MW-390 <br /> W-52 M08 1 1 11 TNS Tu e <br /> 1 1 <br /> _ MW-1 -6.02 MW-4C ► 11 1 <br /> 20 W-12� 5.85 E 1 Q5 ►W -0 ► <br /> o _ 1 M -09 �4 -55 W-53 <br /> FR <br /> -ro _ � II' ► ► I ►It 11 <br /> ► L&MOU <br /> .0 1 MW-10 I I UNOCA&%. U O 1 MW-03 e 1 <br /> 1 pARTMENT 1 MW-05 <br /> 1 1 PARCELS 11 <br /> - <br /> IMS <br /> -- __ ®M -24 I <br /> 1 BMW-21 2RD E-1 <br /> M 5 ODPE-6 PARCEL 2A 1 <br /> .90 <br /> 2 z DPE-8 O 1 1 <br /> 1 <br /> 0.69 �� DPE-(9%DP <br /> DPE3 2 MVV165 �f1W-41 MW-1 1 I 1 11 sTORN�NE <br /> m y _ E-10 _ MW-16 2 _ 1 1 s�HooL <br /> 1.0 .\ MORTON OU 1 11 1 1 a <br /> ENTS1�\ APA pSPHPLT .0 PAftK1N�'LOT <br /> AI <br /> \ a 1 PARKING LOT 1 <br /> TS M - 1 2A - 1 1 ppRK1NG LOT <br /> \ PARTMEN <br /> 1 1 <br /> r 1 1 1 <br /> MW-44 <br /> W-46 1 W-06 W-061 <br /> 1.28 <br /> �� x 0 0.85 <br /> 1.28�11D <br /> MW-45 071 - 7PAR ENTS �M - 6 1 <br /> z p <br /> -74 M c _/ <br /> N N SVID 1 <br /> = 0 1 pMV 1 -3 <br /> MW 7 PSPNA�T �g��� 1 _/- <br /> �( O 0 78 I .o EaE;°Pa 1 1 1 <br /> MW-29Y�-"MW-30 MW-2 <br /> 1 <br /> 1 1 <br /> PARCEL 2B <br /> 2BMW-1 1 _ <br /> 9 <br /> 9 ❑ 1 PARCEL4 <br /> F <br /> 0 1 _ <br /> 1 � <br /> LEGEND: MW-33 ' <br /> 0 MW-32 0 150 300 <br /> 0 MW-1 A-ZONE GROUNDWATER MONITORING WELL GRADIENT APPROXIMATE GROUNDWATER FLOW 0 <br /> 0 MW-1 B-ZONE GROUNDWATER MONITORING WELL DIRECTION AND GRADIENT(FT/FT) _ <br /> APPROXIMATE SCALE IN FEET <br /> 0 MW-1 C-ZONE GROUNDWATER MONITORING WELL 1.0GROUNDWATER ELEVATION CONTOUR _- <br /> (FEET RELATIVE TO MEAN SEA LEVEL) _ No�oa"my is made by Stantec Consulting Services Inc.as to the accuracy,reliability,or completeness of these data.Originaldatamm <br /> MW-1 D-ZONE GROUNDWATER MONITORING WELL —_ — compiled from various sources.This information may not meet National Map Accuracy Standards.This product was developed <br /> GROUNDWATER ELEVATION(FEET electronically,and may be updated without notification.Any reproduction may result in a lose of scale and or information. <br /> O DPE-1 DUAL PHASE EXTRACTION WELL -222 RELATIVE TO MEAN SEA LEVEL) FOR: FIGURE: <br /> >. PARCEL 2A AND GROUNDWATER ELEVATION <br /> 0 MW-36 DESTROYED MONITORING WELL � �_ r_ SURROUNDING AREAS <br /> SPH OBSERVED IN WELL MW-17,MW-43,MW-46 <br /> CONTOUR MAP 10 <br /> A MS MORMON SLOUGH SURVEY POINT THROUGH MW-50,AND MW-52.GROUNDWATER WEST WEBER AVENUE AND <br /> ELEVATION CORRECTED. NORTH LINCOLN STREET B-ZONE <br /> LIMITATION:THE DATA CONTOURS ON THIS FIGURE 0 STOCKTON,CALIFORNIA FOURTH QUARTER 2012 <br /> NOTE: SITE WELLS WERE RE-SURVEYED BY STANTEC BETWEEN ARE EXTRAPOLATED FROM LIMITED DATA <br /> SEPTEMBER AND DECEMBER 2008 AND MAY NOT REPRESENT ACTUAL SITE —a_=a_ JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE: <br /> CONDITIONS. ® =j®®® _ 211602384 MDR/STA AH DS 12/31/12 <br /> FILEPATH:M:\Parcel 2a\AUTOPOST 2012\4Q 2012\FIG 10-PARCEL2A-GW B-ZONE.dwg Layout Tab:11x17-COLOR I Drafter:miramirez I Jan 18,2013 at 12:21 <br />