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OW- 1A <br /> NM <br /> --- - - /� - r- Legend: <br /> -- <br /> hiest 'viasilington Street_ -- AR/MW-12A 1 <br /> -0.79 _ g <br /> AR/Mw 9A -o -077'AR MW-21A OW-2A Zone A Monitoring Well Location and Identification <br /> / AR/MW-6AR ' gR/Mytr_py{ 0-488 ' t ! -2 -40 Groundwater Elevation in Feet Relative to Mean Sea Level <br /> / / <br /> / -0.39 0.42 l �AMMW-2A <br /> AR/MW-13A 1 1 ` ( -2 . 07 ) Not Used for Contouring Due to Anomalous Measurement <br /> -0eARNW-24A <br /> 53 63AR/MWAA PS/MWA8 � ��� � P99°EF <br /> AR/MW-5AB 0.94 -2.04 cover, <br /> 0.42AR/MW-3A <br /> % <br /> 0.54; , ' ' NM Not Measured <br /> 16 PS/P-29 AR/M 0 5g , B OW-2A <br /> 0.38066 W-23A AR MW- 11AS, l -2.40NS Not Surveyed <br /> 9 -0 . 91 - % 1, <br /> AR/MW 8A� _ - - - - AR/MW-10A / <br /> -0.63 -0. 81 -- /- 1 � Groundwater Elevation Contour in Feet Relative to Mean Sea Level <br /> -0.23 1S 9 - 0/R-6R °, Dashed Where Inferred <br /> / , ' B -0.23 ' � -0.63 % PS/WC-1S � 'lf 1 \ �' � n __� <br /> 9 - 0/9 1 .39 II ' �'�) <br /> I/ -0.39 BTO/MW-1 L � <br /> \ B -0.83 , Ps/M 4 Groundwater Flow Direction <br /> ee TO/R-3RS TO/R-5R � �� <br /> os5 0.62 % 1 '_� _ _ SP/M-9 o S . F. P. P. L . Zone A Monitoring Well Location and Identification <br /> 0 . 61 Time rill % 0 'TS/M-3 0 <br /> \ O & -1 .23 v UP � �bI`,V- i <br /> SP- 1 0 % <br /> o ` r_s/Mw-1A OW_1 a`� A Abandoned/Destroyed Monitoring Well Location <br /> NM ATO/MW-3 TOrr5R � ' 1 . 17 NM 1 ° <br /> -0.34 -0.635 O 1t `\ PS/MW-20A ® <br /> TOrr3R rS/RW-1 , ' e NM �� t`, 190 + PSANV- 20 �" OW4A Note : Groundwater elevations from the Northern Leasehold are <br /> PS/P-26 � SP-2� 0.53& ((NM 9 TS NM10R �1 t �� ` -2.67 <br /> 0.32 NM �`TS/RW-20TS/M-5 provided by Stantec on behalf of the STTC . <br /> TO/MW-2 & ' , NM / \ -0.94 i <br /> -0.54 TONM \J sP/WC-1s t <br /> % NM t \ t <br /> TS- 1R TS/M-4 SP/M-30 139 `t \ !� . PS/MW- 11 <br /> SP-349 ' 0.72 �' , &�-0.65 ® -2 .79 <br /> NMTS/M-149 TS-5R TS-9R9 SP/M- \ 1 <br /> 0 . 79 -0.23 -0.80 , ' , ' <br /> TS/M-2 <br /> 2 0 2 QD ranks c \� <br /> WS-NW-W ( ) so , <br /> NM \SP-4 , TS4R SP/M4 <br /> NM % -0.60 ® soy , \\ PS/P- 10 �\ <br /> NM 9 <br /> \ SP-5. \ S S.F. P. P. L. p <br /> PS/WC 2S� S PS/WC 2SR PS/MW-19 <br /> NM / 9^ wa NS 9 -2.68 <br /> O Tank 31 ° 1\ , <br /> SP/M- 0 sot <br /> 0 <br /> PS/P- 11 <br /> O ° 6 -2. 11 <br /> SP/M- 10 c " PS/MW-14 1 <br /> .ST/WC- 1A / 004 -1 .56 <br /> 0 . 76 SP/M- 1 5o <br /> sos <br /> % <br /> % Tntck O 1003 9LPS/P-12 <br /> PS/P-23 Loading2.06 <br /> -0.87 Rack O <br /> � v � � z oz �\\ OW-7A <br /> twt # \ ` -2 .62 <br /> % /\ s \J PS/P-13 ACA-2A <br /> � \ NuStar 0 zwt <br /> \j \( .ot ST/MW-1 ° X1 .94 a 2.22 zCA6-4A/B � <br /> \ � , V T retinal -1 .75 <br /> �\ nce PS/MW-15 <br /> \ Q <br /> 3302 t sPS/V1IC-3S- <br /> -2.49 <br /> \ \ ruck <br /> Lacing ` <br /> \ � Rack ®ACA-3AB \\\\ <br /> \ V 1 .87 ACA-1A <br /> 2.08\\\\ \\ <br /> � <br /> PS/P-21Warehouse , \ <br /> 9 , x„ saz <br /> 0.99 \\ \ <br /> 0 200 400 <br /> Scale in Feet <br /> PS/MWA7 <br /> 2 2.2 <br /> oOMA9 Groundwater Elevations and Contours PS/WC-4S -2.67 Zone A - August 2012 <br /> � <br /> uP/Mbv- 1 610.45 <br /> \\ • 0 Revised Cleanup Plan <br /> \ \ uwMyv-300 NuStar Terminals Operations Partnership L . P. - Stockton Terminal <br /> \ Stockton, California <br /> \\\ Project Number 1014 - 12 Figure <br /> \ \ Ash Creek Associates ,A <br /> Source : Base map prepared from AutoCAD files provided by Hart Crowser. <br /> d A omsKK of Ap" Cm pang Luc APEX November 2012 6 <br />