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STOCKTON CHANNEL DEEP WATER CHANNEL -38G `� \ <br /> O I .77 <br /> -- W- -63 <br /> ERONT <br /> O <br /> T <br /> 6 70 WATERs <br /> MW-581 1 5W <br /> Gk-Of WATRFRS wAEBVS T t <br /> MW-57 T <br /> _ — <br /> ' <br /> 1 MW-20&MW-62 1 1� - pAR1�ING MW- ------- <br /> MW-34 M W 1 0.10 MW-69 MW-51 MW-42 of LbT -' 1.,9 <br /> 1D -35 1 _ <br /> I 1 � pARK\NG <br /> MW-48 <br /> 1 1 / <br /> 1 MW-43 MW-47 �I <br /> 1 MW-50 0 LIE <br /> EF► p 1 1 <br /> MW-56 MW-49 MW-1369 2.39 ST WEB -59 W-71 1.66-07 pARKING LOT 1 \ <br /> -61� / MW-64n( 1 1.5 1 \ WEBEgAL <br /> 1.0 MW-68 / ��� MW-39 MW 08 1 0 0 II 11 iNs ITIITe <br /> MW-52 M Z 0 <br /> MW-17 DP - 1 MW-04 1 0 .5 1 <br /> MW-12 N <br /> -0.52 % Q5 #MW-55 1' pRY <br /> 1 M W-09 M W-54 M W-53 <br /> -0.85 2.0 <br /> 1 —� 2.5 1 <br /> 1 1 _ 1 I <br /> pAR Ts 2AMMW UNOC OU MW-OS 1 2.89 1 <br /> 2.89 <br /> NG ; 1 PARCEL 3 II <br /> v 1 <br /> n <br /> MW_ 1 1 1 <br /> _ M�---� MW.�6®M4 'n 3 � i L, 79� DPE-41 DO5 O PE-6 �r 1 <br /> qp g i v 5 Z 1 DPE-8 G PE-7 AIm 1 <br /> �' r DPE-9O�iF�To DP E11 M� <br /> V-4 <br /> (n ay <br /> MW-11 II 1 ❑ <br /> p_ V DPE-2 1 1 <br /> MORTON OU 1 1 <br /> RioPPPYJN�'��t 1 1 <br /> N PSPHPL� 1 <br /> M 15 <br /> 1 PARKING LOT 1 <br /> //'' -2.51 1 <br /> Ov1jL. �\ APARTMENTS W-2 1 1 <br /> X77 1 I <br /> g v 1 1 1 <br /> MW-44 Q���MW-4 ?o MW-6 9 W-06 W-06R1 E00 1 _ <br /> 1.55 M <br /> -74 pP RTMENTS z 1 <br /> F <br /> -73 y o ON <br /> •61 NI STOCK Z It <br /> \ £ 1 (l 1 <br /> -36 _ <br /> \� -2 sPH W31� <br /> ,��(( ' 11 1 1 <br /> MW-29}[/ MW-30 \`M _ 11 m I <br /> 0.79 p m <br /> PARCEL26 O v <br /> 1 <br /> 2BMW-10 ❑ x <br /> ,A z PARCEL 4 <br /> -- <br /> 9sT�T <br /> F <br /> S^I <br /> LEGEND: 'S' MW-33 <br /> 0 MW-32 0 150 300 <br /> 0 MW-1 A-ZONE GROUNDWATER MONITORING WELL GRADIENT APPROXIMATE GROUNDWATER FLOW <br /> ME III <br /> _ - <br /> 0 MW-1 B-ZONE GROUNDWATER MONITORING WELL � CROSS TOWN FREEWAY <br /> DIRECTION AND GRADIENT(FT/FT) APPROXIMATE SCALE IN FEET <br /> �_ <br /> 0 MW-1 C-ZONE GROUNDWATER MONITORING WELL y 0/ GROUNDWATER ELEVATION CONTOUR C _- <br /> (FEET RELATIVE TO MEAN SEA LEVEL) No warranty is made by Smntec Consulting Services Inc.as to the accuracy,reliability,or complete—of these dam.Original data vere <br /> compiled from various sources.This informationay not meet National Map Accuracy Standards.This product was developed <br /> 0 MW-1 D-ZONE GROUNDWATER MONITORING WELL electronically,and may be updated without notification.Any reproduction may result in aloasofscale and orinformation. <br /> 0.52 GROUNDWATER ELEVATION(FEET <br /> DPE-1 DUAL PHASE EXTRACTION WELL RELATIVE TO MEAN SEA LEVEL) FOR: FIGURE: <br /> PARCELAND GROUNDWATER ELEVATION <br /> Q! MW-36 DESTROYED MONITORING WELL NOTE:SPH OBSERVED IN WELLS 2AMW-13,AND � SURROUNDING AREAS CONTOUR MAP <br /> MS MORMON SLOUGH SURVEY POINT LIMITATION:THE DATA CONTOURS ON THIS FIGURE MW-19.GROUNDWATER ELEVATION WEST WEBER AVENUE AND <br /> ARE EXTRAPOLATED FROM LIMITED DATA CORRECTED. NORTH LINCOLN STREET A-ZONE 2 <br /> AND MAY NOT REPRESENT ACTUAL SITE <br /> FOURTH QUARTER 2012 <br /> CONDITIONS. STOCKTON,CALIFORNIA <br /> NOTE: SITE WELLS WERE RE-SURVEYED BY STANTEC BETWEEN NG WELL NOT GUAGED <br /> SEPTEMBER AND DECEMBER 2008 JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE: <br /> 211602384 MDR/STA AH DS 12/31/12 <br /> FILEPATH:M:\Parcel 2a\AUTOPOST 2012\4Q 2012\FIG 2-PARCEL2A-GW A-ZONE.dwg Layout Tab:11 x17-COLOR I Drafter:miramirez I Jan 18,2013 at 12:17 <br />