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MW-38 <br /> M -631 LOT <br /> W-70 <br /> 0 8 1S� FRONT <br /> 2�) W ATO`NERS <br /> -0.84 1 WATOWERSNT <br /> N j o <br /> MW 57 <br /> o.s3 4.0 WATOWER NT <br /> M5.W 35 0 0 o a W 2 , <br /> 1 W-20 PAaOT __��MW-37 <br /> M o3a4�( 1 �M 60 1 -42 -5.0 1 - __ PARKING LOT <br /> tD MW-48 1 <br /> MW-43 2.32 <br /> �0 1 -2.44 la <br /> 1MW-19 W-47 t <br /> _ <br /> MW-50 2 <br /> -2.37 Q5 _ 1 <br /> tVl W-56 <br /> MW-49 - MW-71 MW-07 PARKING LOT 1 1 <br /> 11.03AMW-68 <br /> 22AMW- ,� M-5.339 0 1 1 \ wESER <br /> 0 W-61 / ��'� 0 MW-08 <br /> M W-52 <br /> MW-39 1 1 <br /> _ 1 <br /> MW-17 4.64 MW- -5.0 1 <br /> -1.0 t 4.54 DPE-1� t MW-04 <br /> MW-12 W-09 �MW-55 <br /> M W-54 W-53 <br /> / 1 11 UBRAR� <br /> _ 1 <br /> _ w <br /> L&M OU <br /> -4.0 MW-03 <br /> , <br /> a 1 pARTMEN 1 M -10 UNOCAL OU OMW-05 1 <br /> MS1. ?o t 1 ` PARCEL 3 <br /> -5 11 <br /> v N W- 1 PARCEL 2A 1 1 1 <br /> M -2 N �O, 1 MW-21 5 0 DPE-6 <br /> D <br /> \ 0 Ap�9TyF� a9 p 24 N ��po 1 D�PE_g�I DPE-4 DP-7 MWA72 3.0 11 11 <br /> z sN G�g9 11� DPE-11 W 65 �f1W 41 MW-11 STOGNA°vE <br /> \ LLL _ _ Q} .. -1'H <br /> _ I pj_ <br /> N DPE- 4• MW- _r I 1 ❑ gGHOOL <br /> c?0 MORTON OU 1 11 1 1 <br /> 1 <br /> 2.0 \ qPF MEN TS PSP T PAftKM�'l0T <br /> \ 1 <br /> \ 1 PARKING LOT 1 <br /> \ <br /> TS M - , 2A - , 1 ppRK1NG LOT APARTMEN N 1 1 1 <br /> 1 � <br /> MW-44W-06 W-06R <br /> 2.67 \� v 1 60 M <br /> 9 <br /> \ <br /> MW 45 7 APARTMENTS 0.4 74 z __ ,�- <br /> ZM -73 " / <br /> U) = m° O NI o STOGK ON 11 <br /> \ g 1 1 _3 _ <br /> 1 - <br /> ,, <br /> MW-29}U0 MW-30 <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 0.013 APPROXIMATE GROUNDWATER FLOW <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�o""myism.:.1i, tantecConsultingServices Inc.asotheaccuracy,reliability,or completeness of these data.Original data were <br /> MW-1 D-ZONE GROUNDWATER MONITORING WELL —_ — compiled from various sources.This information may not met at <br /> 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 loss of scale and or information. <br /> O DPE-1 DUAL PHASE EXTRACTION WELL 2.67 RELATIVE TO MEAN SEA LEVEL) - _ FOR: FIGURE: <br /> >. PARCEL 2A AND GROUNDWATER ELEVATION <br /> 0 MW-36 DESTROYED MONITORING WELLr_ SURROUNDING AREAS <br /> SPH OBSERVED IN WELL MW-43,MW-49 AND MW-50. CONTOUR MAP 10 <br /> A MS MORMON SLOUGH SURVEY POINT GROUNDWATER ELEVATION CORRECTED. ^ WEST WEBER AVENUE AND <br /> Vf <br /> NORTH LINCOLN STREET B-ZONE <br /> THIRD QUARTER 2013 <br /> NOTE: SITE WELLS WERE RE-SURVEYED BY STANTEC BETWEEN sTocKTON,CALIFORNIA <br /> SEPTEMBER AND DECEMBER 2008 -=_a—=a JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE: <br /> 211602384 MDR AB DS 08/20/13 <br /> FILEPATH:M:\Parcel 2a\2013\3rd Qtr\FIG 10-PARCEL2A-GW B-ZONE.dwg I Layout Tab:11 x17-COLOR I Drafter:miramirez I Oct 21,2013 at 12:59 <br />