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�1 PARKING <br /> gTOCK(ON /" MVM $63 \ \1 LOT <br /> N "/" __�- 0 L J W ATERFRONT <br /> lnsz-5 7d 95 RONT TO`�1E .- <br /> _ 5 To\N T _ <br /> o�NIW-57 0 R . WERS RFRON <br /> a w rLn it 0.07 oARKINGLOT 1 TO WAT0WERS <br /> MW-35 .n Ln v, 1 W 2 _-5.5 KING <br /> -7.19 <br /> PAR <br /> 0 150 300 M7.19 , M W- M -461 5.55 LOT \ �E <br /> -ss ' -5.55 \ � �.J ER AVENU _- <br /> APPROXIMATE SCALE IN FEET S I MW-43 cR'OjFN '1 WEB RA- <br /> S � T J s <br /> q , G <br /> MW-50 M 85 �M -19 - 7 .S =__ __�'1 MW-07 \ \ <br /> 4,S -2.96 - 6.81 <br /> I MW-56 MW-49 I <br /> 3 1 -1.89 -2.83 _ - 2 MW-13 �= MW-59 W-71 1 <br /> 3 , 6*MW-68 <br /> W 1 1 <br /> I \ <br /> ° MW-0 <br /> rol - <br /> .45 MW-40 MW-39 PARKI LOT 1 t <br /> DPE-1 Ir <br /> — 2AM 12 M sat MW-04 <br /> MW-53 Z <br /> 1 -09 MW-4W-55 - • \ � t h 11 < <br /> O D <br /> %r 1 Z\ <br /> L&MOU MW-101 _ I� MW-03e <br /> , U1 <br /> -- - 0 11 p TMENTS 1 ---1 M W-03 � <br /> MW 05 Im I m , <br /> MS 0.5_ w ?0 2� 14 UNOCAL OU -4.5 11 'M 1 1, Z 1 <br /> —— �—— M 2 A i 1 e DP DPE-6 _ 17J <br /> MW-'2b Ap9 " M <4 3 Z 0�9 ,MW-21 <br /> E-8 sal DP O ® I PARCEL 2A _ 1 I <br /> qrM m A 24 p9�k PE-9 1 _— , \ , If11 <br /> DPE 1 DPEP-11 2 6� W- � 1 11 , E�1 <br /> LL n 0 II I I I <br /> D -_— MW_ g 1 1 1 1 1 <br /> \. , MORTON OU <br /> A 0, ppRTMENTS 1 .3S I I <br /> '✓/ a eoPA°'w v ASPHALT 15 1 1� <br /> ® °a \ PARCEL 3 <br /> Ns� \ APARTMENTS W 22 1 e <br /> G �, I MW- E'1 <br /> 2.0 44MW 45 ?o M. 7 1 - - <br /> 2.oa �fd� . 7 MWr06R <br /> M 6 <br /> -- <br /> M -1.18 <br /> yl 1 <br /> --� <br /> z M -74 APARTMENT c <br /> \ N - <br /> -� -73 <br /> U' 8 GR9DIENT 0.005 <br /> EST MARKE <br /> `\ _ r ASPHALT <br /> MW-30 1.29 ® c 31 - <br /> 1D' EOP�wG \ 1 <br /> �cS') MW-29 p <br /> 1.09 <br /> S � ppp,TMENTS J 1' 1 <br /> 26Mw 0 II PARCEL 4 <br /> 9s� �y 1 <br /> �TF� PARCEL 2B <br /> 0, 'p 25 <br /> �,y <br /> 9 <br /> LEGEND: <br /> BMW-33 <br /> 0 MW-1 A-ZONE GROUNDWATER MONITORING WELL APPROXIMATE GROUNDWATER FLOW o eMW-32 <br /> GRADIENT DIRECTION AND GRADIENT FT/FT) `.L -2.95 _ <br /> � MW-1 B-ZONE GROUNDWATER MONITORING WELL — <br /> ( <br /> CROSS TO - <br /> Q5 MW-1 C-ZONE GROUNDWATER MONITORING WELL 0.0-,-' GROUNDWATER CONTOUR <br /> a MW-1 D-ZONE GROUNDWATER MONITORING WELL (FEET RELATIVE L MEAN SEEL) <br /> - <br /> -3.47 GROUNDWATER ELEVATION(FEET <br /> O DPE-1 DUAL PHASE EXTRACTION WELL RELATIVE TO MEAN SEA LEVEL) FOR: FIGURE: <br /> L <br /> PARCEL 2A AND� <br /> 0MW-36 DESTROYED MONITORING WELL SURROUNDING AREAS GROUNDWATER ELEVATION <br /> SPH OBSERVED IN WELL MW-47,MW-48, /� WEST WEBER AVENUE AND CONTOUR <br /> O TAP 1 0 <br /> A MS MORMON SLOUGH SURVEY POINT MW-49,MW-50 AND MW-522 GROUNDWATER <br /> ELEVATION CORRECTED. NORTH LINCOLN STREET BZONE <br /> STOCKTON,CALIFORNIA THIRD QUARTER 2010 <br /> NOTE: SITE WELLS WERE RE-SURVEYED BY STANTEC BETWEEN <br /> SEPTEMBER AND DECEMBER 2008 LIMITATION:THE DATA CONTOURS ON THIS FIGURE ARE EXTRAPOLATED FROMC} ., JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE: <br /> 5},�me,, <br /> LIMITED DATA AND MAY NOT REPRESENT ACTUAL SITE CONDITIONS. 211402828.300.250 MDR AH DS 09/27/10 <br /> FILEPATH:M:\Parcel 2a\AUTOPOST 2010\3rd Qtr\FIG 10-PARCEL2A-GW B-ZONE.dwg Layout Tab:11x17-COLOR I Drafter:miramirez I Oct 07,2010 at 15:56 <br />