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-38 <br /> 1 1 PAROT � <br /> W-63 1 ` <br /> _ $ -5.27 FRON \ <br /> T <br /> MW-58 M -7 .525 NATOWERS <br /> G LC'T 11 WATOWER NT WATOWER <br /> MW-5 MW-62 RKIN I <br /> 1 MW-20 -5.27 <br /> �� — <br /> MW-34 MW-35 1 MW-69 MW-51 MW-42�1 LOT _ __— MW 37 __ <br /> I I I <br /> 1 pARKING LOT <br /> 1 MW-43 MW-48 — <br /> II MW-50 SSW-19 MW-47 <br /> 1 <br /> MW 49 W-71 MW-07 1 <br /> kIW-56 �' - 9® PARKING LOT 1 <br /> 1 <br /> AMW-13 MW-64 <br /> -61* 5.21 OM 081 I WEBECAL <br /> 33 MW-68 <br /> MW-39 1 1 1 <br /> MW-17M 2 MW-40 1 <br /> 2AM 1 507 MW-04 • <br /> 54 p -133 1 -6.0MW-09 1 <br /> 1 MW-53 _ 1 II 118RARV <br /> 1 1 MW-55 1 <br /> 9 1 1 <br /> 1 FT S I <br /> 1 PARTMENTs 0 1 200 MW-10�1 UNOCAL OU �MW-05 MW-03e 1 <br /> MS v W_21 2A W-14 PE-6 1 1 PARCEL 3 11 <br /> �6® 2 M 1 Q5DPE-5 IS I PARCEL 2A 1 I <br /> D <br /> 2 ? S r 1 1 <br /> DPL-8 DPE -1 pP E 3 l 72; 4S0 1 11 <br /> m SO' V DPE-9 1w D E-11 Q� 4.28 _ STOO�wE <br /> n 10 DP _ -65 MW-41 MW_-11je�_ I 1 I ALT HHH <br /> -4.25—_/ ❑ SC OOL <br /> 11 a�. MORTON OU 1 11 I 1 <br /> ENTS <br /> -4.50 GLo I <br /> Ap TM svHPLT T <br /> �\ nvn w PAftKM 1 <br /> \ ,�p� 1 PARKING LOT 1 <br /> TMENTS c ��CT 1 2AM - 1 I T <br /> \ APAR N pARKING LO-T <br /> '8,18 co s� -5.0 1 <br /> G I 1 _ <br /> 1 _� <br /> MW-44q, D -60 -06 -06R <br /> `O MN-45 x M 1 <br /> M 7 pRTMENTS F I <br /> m 5. 7 -5 0 �S z <br /> Up <br /> W m is�`'\—iS S W- o ON — <br /> ag STOpM 11 <br /> \ 1 <br /> Mw- <br /> W_ <br /> W- <br /> W_c ASPHALT I 1 —I <br /> 1 1 1 <br /> MW-29O <br /> MW-30 `M�L�PAaK,� 1 1 _PARCEL 2II <br /> B O 1 <br /> c 1 <br /> 9 <br /> 2BMW-1 9 ❑ 1 PARCEL 4 <br /> F <br /> O 1 _ <br /> LEGEND: \ 0 MW-32 // 0 150 300 <br /> A-ZONE GROUNDWATER MONITORING WELL <br /> MW-1 GRADIENT 0.004 APPROXIMATE GROUNDWATER FLOW _ <br /> DIRECTION AND GRADIENT(FT/FT) <br /> _ —— <br /> MW-1 <br /> � B-ZONE GROUNDWATER MONITORING WELL — <br /> -5.0�GROUNDWATER ELEVATION CONTOUR APPROXIMATE SCALE IN FEET <br /> � <br /> MW-1 C-ZONE GROUNDWATER MONITORING WELL (FEET RELATIVE TO MEAN SEA LEVEL) Nowarramyis made by stantec Consulting Services Inc.as to the accuracy,reliability,or completeness ofthese data.odginaldatawere <br /> compiled from various sources.This information may not meet National Map Accuracy Standards.This product was developed <br /> MW-1 D-ZONE GROUNDWATER MONITORING WELL GROUNDWATER ELEVATION(FEET electronically.and maybe updated without noarcation.Any reproduction may result inaloss ofscale and orInformation. <br /> s.o7 PARCEL 2A AND <br /> DPE-1 DUAL PHASE EXTRACTION WELL RELATIVE TO MEAN SEA LEVEL) FOR: FIGURE: <br /> GROUNDWATER ELEVATION <br /> QJ MW-3G DESTROYED MONITORING WELL SURROUNDING AREAS <br /> � CONTOUR MAP <br /> WEST WEBER AVENUE AND <br /> MS MORMON SLOUGH SURVEY POINT //'�' NORTH LINCOLN STREET C-ZONE 17 <br /> STOCKTON,CALIFORNIA THIRD QUARTER 2013 <br /> NOTE: WELLS MW-61 THROUGH MW-67 SURVEYED <br /> BY STANTEC ON 9/24/08JOB NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DATE: <br /> StanteC 211602384 MDR AB DS 08/20/13 <br /> FILEPATH:M:\Parcel 2a\2013\3rd Qtr\FIG 17-PARCEL2A-GW C-ZONE.dwg I Layout Tab:11x17-COLOR I Drafter:miramirez I Oct 21,2013 at 13:02 <br />