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N <br /> SITE 8 P-160 <br /> W-298 <br /> [25 to 35] W-317 <br /> W-313 ND ND yy-297 NMI <br /> [11.5 to 16.5] [15.to 20] ND ND SITE 45 <br /> ND ND PD(iD/NT) W-294 W.319 W-296 <br /> [25 to 30] 36 to 411 [25 to 30] <br /> D ND ND ND D D W-086 <br /> W-293 [10 to 15] <br /> W-248 [10 to 151 <br /> W-018 ND ND <br /> [12 to 17] GGW-13 ND ND [4 to 14] <br /> (PUNT)ND 816-MW1 W=088 <br /> yy.247 W-2+74 816-MW2 ITE OZ [5 to 15:] W-061 18.0 to 25.0 <br /> -- P-163 I NT [15 to 20] L ] SITE 5A <br /> i ND <br /> ($/I)D I ND D(PD/D) W-Z95 W-024 <br /> GGW-14 W-336 [21 to 26�] � WC.1 [12.5 to 17.5,] <br /> W-2+75 GGW-29 [20 to 30] S ND W_087 [5 <br /> [10 to 15] W-300 GWG-W34-21r"GG"W'*1 <br /> �,GW1 [17 Wto 027]1_ [10 to 15] ''D <br /> N D W-120 <br /> 6 27 <br /> l <br /> PMW-OS iW-335 SITE 49 5 to 15 Np <br /> [20 to 30] yy.3 j�g [20 to 30] 816-MW3 L <br /> [55 to 65] �ND W-12 S <br /> WC-4 <br /> [36.5 to 41.5] W 340 W 292 L5 to 151 [5 to 1.5] [r16 to 26] <br /> W-2+76 45 to 55] D DP-167 n'n ND N►-130 (Pnm ND <br /> [10 to 15�] PD'(D/NT) [ [9 to 14] SITE [16 to�26�] W-124 <br /> (S/NT)(PI/1) [5.8 to 15.8] D NT/D t <br /> D ND W-299 W-301 W-303 ( ) W 131 [9 to 14] <br /> SITE 43 [90 to 15] [10 to 15] BLDG 916 W-304 . SITE 5B <br /> W-2+77 10 to 15 WC-3 [20 to 30] D D <br /> D D � N D [ ]� [23 to 28] � � <br /> [25 to 30] GGW-30 W 302 — UST rvu ND NT� [5 to ND �W-051D Building 816 I <br /> ND ND [25 to 30] —91�6,6— — — — — — W_12g [9.9 to 14.9] W-123 W-127 f <br /> D D W-132 [10 to 15]�W-129 P-168 N ND <br /> SITE 5D [15 to 17] ND [19 to 29] [5.5 to 15.5] 917-11 [30 to ND35] [16 D 21] <br /> W-315 W-305 W-320 (F_._, (PD/D) D [4to 14] ND ND <br /> [10 to 15:] [10 to 15] [38 to 38] J1 917-05_ ND <br /> ND ND ND ND D ND 917-01 [4 to 14] 917-09 <br /> Building 917 [4 UST 817B ND ND <br /> W-316 W-306 ND ND [18 to 28] Building 717 <br /> [29 to 34:. [25 to 30] 917-07 ND <br /> ND ND D D 917-08 [18 to 28]—[18 917-10 Building 715 <br /> to 28] <br /> yyy78 ND ND [4 to 14] <br /> �[9 to 14] Building 917 ND ND ND <br /> o <br /> ND 917-12 Building <br /> 917-14 <br /> 817 <br /> \` W�279 �[18 to 28] <br /> _P-1.0.0 [28 to 33] Building 917 ND ND ND ND <br /> [5 to 151 ND _ 917-13 _917-06 _ <br /> [18 to_28] [4 to 14] <br /> ND IN 917-03 ND ND <br /> Legend Notes [a'to 14]! <br /> E Vinyl Chloride concentration greater W.316—Well ID 91.7-02 ND_ND <br /> Monitoring Well in Good Condition than 0.5 µg/L-dashed where inferred [29 to 34] =Well Screen Interval [4 to 14] 917-04 170 85 0 170 Feet <br /> Monitoring Well(Proposed) cis-1,2-DCE concentration greater ND ND=cis-1,2-DCE MK trend VC MK trend ND ND [4 to 14] <br /> than 6 µg/L-dashed where inferred (MK trend/Linear trend if different) ND ND <br /> 1 � Monitoring Well(Unable to locate) Contours are from 2021,MK trends are the <br /> Benzene concentration greater than most recently available Central Sites Well Condition and Cis-1,2-DCE and Vinyl Chloride <br /> Piezometer(Unable to locate) 0.5 µg/L-dashed where inferred <br /> cis-1,2-DCE=cis-1,2-Dichloroethene Mann-Kendall Trends in Groundwater <br /> Monitoring Well(Damaged) Drainage Channel MK=Mann-Kendall 2022 Groundwater Monitoring Work Plan <br /> Piezometer(Damaged) Roads µg/L=micrograms per liter Rough and Ready Island,Port of Stockton <br /> VC=Vinyl Chloride Stockton,California <br /> R Monitoring Well(Unable to assess Underground Storage Tanks(USTs) Mann-Kendall trend designations <br /> R condition due to gravel) YCItI.,rppC <br /> Contamination Sites I=Increasing D=Decreasing GeOS• 2018-2021 Grab Groundwater PI=Probably Increasing ND=Non-Detect Figure <br /> Sampling Location S=Stable NA=Not Applicable(due COriSUItaI1tS <br /> PD=Probably Decreasing to insufficient data) <br /> Service Layer Credits:Source:Esri,Maxar,GeoEye,Earthstar Geographics, NT=N o Tre nd 6 <br /> u CNES/AirbusDS,USDA,USGS,AeroGRID,IGN,and the GIS User Community Project No.:WR2501 B June2022 <br />