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P 102 N <br /> to 151 . <br /> [10.5 to <br /> ND ND <br /> I <br /> I� <br /> � • �' W-032 <br /> � ND ND p-104 [11 to 161 <br /> RMW-OZ P-103 � ND ND <br /> P-106 [:3 to 13] <br /> W-158 [3.3 to 13.31 W-063 <br /> [10 to 20] [16.0 to 18.5] <br /> ND_ND W 182 ND ND <br /> W-160 [5 t , <br /> [23 to 331 SIT E 37 NA NA G �W:0.45 <br /> roc..,40] <br /> ND ND ND ND <br /> � W-207 <br /> W-026 _WI 322 B [5 to 15] C W-189 <br /> [18.5 to 23.51 -- N D D ND IAS-11 <br /> ND [10 to"15], yy.208 [16 to 21] P-109 <br /> W-157 ND NT [3 to 13 <br /> '42 NA NA [23 to 331 P-108 W-084 <br /> [10 to 20]�W[5-t1o9 71 5]39] [NpA.o1 N75A] NP[r7D-.16 0 Nt7oD 17.61 D ND [17 Wto/p2 p[6.9 to 16.9] [N5D t oN 1D 0 1 NW <br /> ND ND -324 5 tDo- <br /> W323 <br /> 21 t[5o 21N45U0:] <br /> 10] E RMW-03 I W-241 <br /> W-237 <br /> ND ND GGW-18 SS W-082 [25 to 30] [28 to 33] <br /> W-325' [38 to 481 ND NU ND ND <br /> [:31 to 36] W-083 "D SITE 07 <br /> IAS-12 W-19\5 W-198 ( m D+.F [39 to 49] W-326 <br /> [5 to 154 [�20 to 30] W-328 D D <br /> ND ND r ND ND [5 to 10.] Nr ND D 210 <br /> W-330 RMW-04 <br /> W-329 [20 to 25] [15 to 2L 11r2 <br /> W 196 W.321 [12 to 15] S(S/D) W-085 D D [367 to 13.7] <br /> [5 to 151 [15 to 20] S(S/NT) P-111 [39 to.4I P-113B <br /> ND NA NA [6.45 to 16.45] n NT <br /> W I199 W-188 W'18'7 <br /> [20 to�30] [14.5 to 19.5] [18 to 231 W"` I D D ND NU [13 to 17] <br /> ND (PD/D NT D D [3.5 to 1,3 dv-015 <br /> W)181 W-180 S [38.5 to 48.5] W-239 <br /> [5 to 10] [5 to 15] <br /> DD DD ND ND <br /> W-193 RMW-05 W-238 <br /> [30 to 40.] VV_178 [15 to 20] <br /> D(D/pD) W-185 [5 to 101 ND ND <br /> 204 p-176 [17 to 22] ND ND 205 <br /> 5 to 15: D PD W-191 <br /> I I SITE 38 [33 to 40] <br /> NA NA W-179 <br /> W-186 ['5 to 15:] ND D <br /> I [20 to 25] D NU <br /> D PD W-192 P-118 <br /> W-201 <br /> [30 to 451 [g to 141 [3.1 to 13.1iil P-119 <br /> P-117 D ND ND ND - [4 to 141 <br /> W-139 W-138 [5.6 to 15.61 <br /> 14 to 19 P-182 RMW-06 <br /> [ ] [5 to 10] IAS'01 P-181 [16.to 261 � - GGW-24 W-203 ; <br /> ND ND ND NU [9 to 14] [t1i8 to 25] <br /> P-116 ND ND <br /> [3.5 to 13.5] Wm204 <br /> W-059 W-140 W-200 [28 to 431 <br /> ,• [5 to 10] [13 to 181 [10 to 15] D D <br /> *' NA NA ND ND W-034 H ND ND IAS-09' <br /> W-016 [18.5 to 23.51 W-046 <br /> [4 to 141 ND ND [34.3 to 43.8] <br /> ND ND ND IND <br /> W-141 IAS-13 <br /> W-144 [10 to 15] W�044 W-205 <br /> [25 to 35] ND ND P-183 [26.8 to 28.8] <br /> y [5 to 101 fI ND\S (PD/D)151] P-122 <br /> W-031 [3 to 13] P-123 <br /> C - W-203 p, to 15] GGW-22 [4 to 141 <br /> ND ND <br /> .�+ [18 to 25] / <br /> ND ND <br /> P-120 P-121 to 152 W-080 W-007 <br /> 14.5] W- [4 to 141 IAS-10 <br /> � [r7 to 12] [18.0 to 20.5] ND ND <br /> j IAS-02 IAS-14 W-008 ND NT ND D W-150 W-056 <br /> ' / [3.5 to 13.51 W.057 [20 to 25] N1A <br /> ND ND NA NA <br /> [5 to 10] <br /> / W-029 ND ND Clh nnel <br /> W-028 [16.0 to 18.5] RMW-08 GGW-21 IAS-15 W.153 <br /> ' [14.6 to 19.6] / rvu ND [r7 to 12] 211 <br /> W-145 W-142 ND-ND <br /> � [23 to 281 [•14 to 19] / W-009 W-155 <br /> W-148 W-154 W-156 <br /> NA NA ND ND [14 to 19] GGW-23 W-010 [4 to 14] [6 to 111] [16 to 21] [15 to 20] <br /> RMW-09 W-146 ND NU [39/to 491 P 126 ND ND ND(S/D) ND(S/D) p_12g <br /> [42 to 47] P-125 D NT [3 to 13] <br /> NA NA [4 to 14] I [4 to 14] P-12.7B P-12.7A <br /> E Legend Notes <br /> [2.5 to 12.5:] [13 to 181 <br /> W-029=Well ID <br /> o <br /> Monitoring Well(Proposed) A Staff Gauge [16 to 18.51 =Well Screen Interval <br /> Monitoring Well in Good Condition Vinyl Chloride concentration greater ND ND=cis-1,z-DCE MK trend VC MK <br /> LL g y g trend(MK trend/Linear trend if 215 107.5 0 215 Feet <br /> Monitoring Well(Damaged) than 0.5 Ng/L-dashed where inferred different) <br /> 3 Monitoring Well(Destroyed) cis-1,2-DCE concentration greater cis-1,2-DCE=cis-1,2-Dich loroethene <br /> Monitoring Well(Unable to assess than 6 Ng/L-dashed where inferred MK=hann-Kendall <br /> due to vegetation) Drainage Channel Ng/L=micrograms per liter Northern Landfills Well Condition and Cis-1,2-DCE and <br /> g VC=Vinyl Chloride Vinyl Chloride Mann-Kendall Trends in Groundwater <br /> Monitoring Well(Unable to locate) Roads Mann-Kendall trend designations 2022 Groundwater MonitoringWork Plan <br /> Rail Line Construction Area I=Increasing <br /> Piezometer in Good Condition PI=Probably Increasing Rough and Ready Island,Port of Stockton <br /> n Piezometer(Damaged) Landfill Cell Boundary(ERS,2009) S=Stable Stockton,California <br /> Piezometer(Destroyed) Contamination Sites PD=Probably Decreasing <br /> LE�0. ND Decreasing GeosyntecFigure <br /> Piezometer(Unable to assess I=��� Rough and Ready Island boundary D=Non-Detect <br /> due to vegetation) NA=Not Applicable(due to insufficient <br /> Piezometer(Unable to locate) data) consultants <br /> E Contours are from 2020.MK trends are <br /> • 2018-2021 Grab Groundwater most recent trend available. Project No.:WR2501 B June 2022 7 <br /> Sampling Location Source:Esri,Maxar,GeoEye,EarthstarGeographics,CNES/AirbusDS,USDA,USGS,AeroGRID,IGN,and the GIS User Community <br />