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-63�- 0 MW-38 <br /> M 1 LOT � <br /> MW 8 C0 11 <br /> MW-57 M$-58 1 ppJ WATOWERS <br /> O ®®O%OO per' 1 11 ,40 wATES' NT WATERFRONT <br /> 0 0 " `� PARKING LOT I TowEas <br /> to M 6 5.0 <br /> NG <br /> MW 5MW-34 11 MW-XAF MW-69 MW os �1 2 II PARLOT _ ��MW3� <br /> O-6.71 1 1/�- 1 — PARK G LO <br /> Q MW M$ -5.23 <br /> 1I W-47 7 <br /> So 1 �i1W43 M�W19 __I — <br /> _--_ <br /> MW-50 NM 1 <br /> NM <br /> 40 1 MW-56 �-49 _ - �_��� �MW-71 t MW-07 PARKING LOT 1 1 <br /> NM <br /> 1 A-1.6s - MW <br /> 2AMW-13 -� 1 MW-� 1 \ WEBE�AL <br /> "3o W-61 MW-68 1 1 <br /> MW-39 <br /> -553 <br /> 1 1 11 WS TOTE <br /> MW-40 1 1 <br /> MW 17 em <br /> -2.0 &DPE-13 -5.27 MW-04 1 <br /> MW-12 W-09 M -55 <br /> W-54 <br /> 5 _ 1 <br /> o , -53 -5-0-, 1 1 LIBRARY <br /> 1 <br /> y0 z ► _ 1 <br /> & t1 1 <br /> o I MOU <br /> 11W-10 1 MW-03e 1 <br /> 0.0 1 UNOCAL OU MW-05 <br /> PARCEL3 1 <br /> v <br /> MS W`26® v N 2 W-14 1 PARCEL 2A 1 1 <br /> p -2 i MW-21 DPg4 5 ®DPE-6 4.0 <br /> MW 2k�" o ➢ olti DP _8 DP 1 Wi72 1 1 p I 24 o n o D 9(6 " _ 3 1 1 <br /> x -11 M MW-11 <br /> PE-2 <br /> HIG <br /> E-10 �M W' B I 1 1 GHGOL <br /> P ��...+ 4 <br /> 1.0 <br /> RTONOU 11 1 1 <br /> \ a AP TM pSPHAIt a PPP`KtNG LO 1 I <br /> �rcry 1 1 PARKING LOT 1 1 <br /> \`` <br /> NTS M -22 AM W 5 1 ` 1 � PARKING LOT <br /> \ APART _ �?� �� 1 11 11 <br /> 1.4 0 9 06 M -06R 1 ED 1 _ <br /> v W m 1 <br /> �� 9 -1.56i1 <br /> MW 45 5 �M <br /> APARTMENTSN <br /> -74 I, 1 <br /> m ► - <br /> N y MW- 11 5 TOCKTON <br /> ` a= 0 1� S DMV 1 11 <br /> p 1 W-36 <br /> \ M - 7 '0 ASPNPLt peo vMrcry1 I <br /> 0. MW-31 1 1 <br /> M W-290M W-30 <br /> OTE:SPH,S EN OBSERVED IN WELLS MW 2BMW� O z 11 PARCEL4 -- <br /> 2AMW-14 D MW-19.GROUNDWATE -- <br /> ELEVATION S CORRECTED BASED O <br /> EASURABLE G <br /> 1 <br /> LEGEND: MW-33 <br /> 0 MW-32 0 150 300 <br /> 0 MW-1 A-ZONE GROUNDWATER MONITORING WELL GRADIENT 0.007 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) warranty is made by Stantec Consulting Services Inc.as to the accuracy,reliability,or completeness of these data.Original data were <br /> MW-1 D-ZONE GROUNDWATER MONITORING WELL compiledfrom 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 loss of scale and or information. <br /> O DPE-1 DUAL PHASE EXTRACTION WELL 1.2s RELATIVE TO MEAN SEA LEVEL) FOR: FIGURE: <br /> PARCELAND GROUNDWATER ELEVATION <br /> 0MW-36 DESTROYED MONITORING WELL SURROUNDING AREAS <br /> * SPH OBSERVED IN WELL MW-17,MW-46 AND MW-52. CONTOUR MAP <br /> A MS MORMON SLOUGH SURVEY POINT GROUNDWATER ELEVATION WAS CORRECTED BASED WEST WEBER AVENUE AND <br /> ON MEASURABLE SPH. Sta ntec sTOCKTON,CALIFORNIA THIRD QUARTER 2014 NORTH LINCOLN STREET B-ZONE 1 <br /> NM NOT MEASURED;FREE PRODUCT SKIMMER IN <br /> NOTE: SITE WELLS WERE RE-SURVEYED BY STANTEC BETWEEN WELLS MW-43,MW-47,MW-48,MW-49,AND MW-50. JOB NUMBER: DRAWN BY CHECKED BY: APPROVED BY: DATE: <br /> SEPTEMBER AND DECEMBER 2008 <br /> 185750217 MDR JW DS 08/28/14 <br /> FILEPATH:M:\Parcel 2a\2014\3rd Qtr\FIG 10-PARCEL2A-GW B-ZONE.dwg I Layout Tab:11 x17-00LOR I Drafter:miramirez I Oct 17,2014 at 15:40 <br />