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�' P 102 N <br /> [10.5 to <br /> ND ND <br /> I <br /> I� <br /> � • �' W-032 <br /> [10 to 15] W-234 <br /> ND ND p-104 [ IND NID <br /> 11 to 16] <br /> 15] W-235 <br /> tt� [20.5 to 25.5] <br /> RMW-02 P-103 i ND ND <br /> P-106 [:3 to 13] <br /> W-158 [3.3 to 13.39 W-038 <br /> 110 to 20] [16.0 to 18.5] <br /> - ND_ND W-182 ND ND <br /> W-160 [5 t- <br /> [23 to 389 STI E 37 NA NA G' -w <br /> r'c a�40] <br /> N[DIN I ND ND <br /> W-207 <br /> W-026 W.322 B [5 to 15] C W-189 <br /> [18;5 to 23.5•] [10 to 1'S'] ND ND D IAS-11 [16 to 21] P-109 <br /> ND W-208 W-157ND NT [8 to 13 <br /> '42 NA NA [23 to 33] P-108 W-084 <br /> [10 to 20] [36 to 469 <br /> 39] p.175 ND ND D ND [6.9 to 16.9] W-188 W-240 <br /> �ND ND [15 to 15] P-107 W-324 N�D [5 to 10] [5 to 15:] <br /> W-197 NA NA [r7.6 to 17.6] [17 to�22] W 323 ND ND ND ND <br /> [5 to 15] D D [5 t'o 10] E RMW-03 IW4 <br /> W-237 <br /> ND ND GGW-18 S S W-082 1125 to 130] [28 to 33] <br /> W-325' [38 to 48] ND ND ND ND <br /> [:31 to 36] W-083 "D SITE 07 <br /> IAS-12 W-195 W-198 (S ,)D+.F ['39 to 49] W-326 vv-vao <br /> [5 to 15] [20 to 30] W-328 D D [ <br /> Nl ND ['S to 9a <br /> ND ND • ND ND L to 10.] reionp 210 <br /> RMW-04 <br /> W-329 [20 to 25•] [15 to 2� 11r2 <br /> W'1 <br /> 15 to, <br /> W.321 [12 to 15] S(S/D) W-085 D D [367 to 13.7] <br /> o 159 [15 to 20] S(S/NT) P-111 [39 to.49] P-1136 <br /> ND NA NA [6.45 to 16.45]' n NT W-177 '-'-184 [4 to 9] <br /> W-I <br /> 1 <br /> W-188 W 187 :[5 to 10] [ 7 to 25] P-113A <br /> [20 toIII,30] [14.5 to 19.5] [18 to 23] W` I D D ND ND [13 to 17] <br /> ND (PD/D NT ,D D [3.5 to 1,3 dv-015 - <br /> \ [15 to)10] [5 to 15] LD'3N5Dto 48.5] [ ]� <br /> 23 to 28 <br /> DD DD ND ND <br /> W;193 RMW0 W-238 <br /> [30.to 401 VV_178 [15 to 20] <br /> D(D/PD) W-185 [5 to 10] ND ND <br /> 204 -Ito [17 to 222] ND ND 205 <br /> 5 to 15: DPD W-191 <br /> I I SITE 38 [33 to 40] <br /> NA NA W-179 <br /> W-186 ['5 to 15:] ND D <br /> s [20 to 25•] D ND <br /> D PD W-192 P-118 <br /> W-201 <br /> [30 to 45l [g to 141] [3.1 to 13.11] P-119 <br /> P-117 D ND ND ND - [4 to 149 <br /> W-139 W-138 [5.6 to 15.6] <br /> 14 to 19[ P-182 RMW-06] [5 to 10] IAS'01 P-181 [16.to 269 -� - GGW-24 W-203 <br /> ND ND ND ND <br /> 1`9 to 14] [t1i8 to 25] <br /> P-116 ND ND <br /> [3.5 to 13.5] W�204 <br /> W-059 W-140 W-200 [28 to 439 <br /> ,• [5 to 10] [13 to 189 [10 to 15'1 D D <br /> �� NA NA ND ND W-034 H ND ND IAS-09' <br /> W-016 [18.5 to 23.5] W-04 <br /> [34.36 <br /> [4 to 141] ND ND to 43.89 <br /> ND ND <br /> ND N- <br /> 1 10 <br /> D10 to 1SI T044 W.205 <br /> [25 to 35.] ND ND p_983 [26.8 to ND S S [25 to 35] <br /> [5 to 1l f W (PD/D)I [3 to 139 P-123 <br /> 031 <br /> GGW-22 [4 to 14] <br /> p W�203 [10 to I NDN' <br /> .�+ [18 to 25] / <br /> ND ND <br /> � P-120 � P-121 W-152 W-080 W-007 <br /> to 14.5] [4 to 14] 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 13.5] W.057 [20 to 25] N1A NA 14.5:] <br /> 10 <br /> ND ND NA NA <br /> / W-029 ND ND Clh nnel <br /> W-028 [16.0 to 18.5] RMW-08 GGW-21 IAS-15 W.158 <br /> ' [14.6 to 19.6] / IN ND [r7 to 12] 211 <br /> W-145 W-142 ND_ND / ND(NT/D) <br /> - � [23 to 289 [•14 to 19] / W-009 W-155 <br /> W-148 4 to 14' W-154 W-156 [15 to 20] <br /> ND ND [14 to 19] GGW-23 W.010 ND ND] [6 to 111] [16 to 21] <br /> RMW-09 W-146 ND ND [39 to 49] ND ND ND(S/D) ND(S/D) P-128 <br /> • [42 to 47] P-125 I D NT [4 to 141 [3 to 13] <br /> ] P-12.76 P-12.7A <br /> NA NA �[4 to 14] [2.5 to 12.5:] [13 to 189 <br /> E Legend Notes <br /> W-029=Well ID <br /> Monitoring Well(Proposed) A Staff Gauge [16 to 18.51 =Well Screen Interval <br /> LL ND ND=cis-1,z-DCE MK trend VC MK <br /> MonitoringWell in Good Condition Vinyl Chloride concentration greater <br /> 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=Mann-Kendall <br /> Northern Landfills Well Condition and Cis-1,2-DCE and <br /> due to vegetation) Drainage Channel Ng/L=micrograms per liter <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 1=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. D=Decreasing Geo syntecFigure <br /> Piezometer(Unable to assess � � Rough and Ready Island boundary ND=Non-Detect <br /> 5. due to vegetation) NA=Not Applicable(due to insufficient <br /> Piezometer(Unable to locate) data)Contours are from 2020.MK trends are consultants <br /> E <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/Airbus DS,USDA,USGS,AeroGRID,IGN,andtheGISUserCommunity <br />