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• N <br /> ♦ P-12+7B P-12r7A <br /> [2.5 to 12.5j` [13 to 1 M <br /> ♦ W=0-3 <br /> -5.5 to 10.5] <br /> ND <br /> ♦ <br /> ,♦ SITE 09 <br /> j <br /> � GGW-20 <br /> �♦ W-167•- � P-132� P-133 P-134 <br /> ♦ [20 to 30] [4.5 to 14.51 [3 to 13] <br /> 'D"ND- [4 to 14j <br /> P-131 W-037 <br /> [4 to 14] -W=164 IAS <br /> ♦ 15 to 1.0] I D <br /> SITE OS-Pad <br /> IN W-2 66, t <br /> (S/N/T)D 118 to 23] 1 W9 0 t7048 o 23.5] <br /> DD <br /> I II d-228 I W-039 <br /> I 37] I [4.5 <br /> I I NT RMW-116 I [4 to14] ND ND <br /> P-136 I I <br /> [4 to'14] I P-137[6.5 o I NA NA W-249 <br /> I t 16.5] � <br /> [2-2 to 32] <br /> ND ND <br /> K 1W-169� W-225 1 ` P-139 <br /> [34 to 39]1 W-166 . [5 to 10 1 ` GGW-19 [2.9 to 12.9] <br /> N D I NT <br /> D NT [25 to 30] ]I IAS-16 <br /> W-'0o6 W-227 I M ` <br /> [r7.5 to 17.51 W-055 [18 to 27] I <br /> ND ND D I <br /> i ND ND W-229 I 7 <br /> IAS-03/04 <br /> [35 to 40] i <br /> (S/NT) <br /> L I w=o <br /> ggVGW1�� <br /> [18:8 to 28 8] W.040 <br /> D I VV-162 <br /> t RMW=17 [33 to 38] ND ND <br /> W-047 W-063 ND ND W-250 <br /> [36 to 40] [21 to 25] yy-280 [14 to 19] <br /> • D(P.D/D) yy-064 �� [5 to 10] D ND <br /> W-062 lb 213 W-251 <br /> wp [5 tIo 1,0] [31 to 34]D W-161 1627.5 to 32.5] <br /> (lj [11 to 114] W=0111 P-141 [11y8.5 to 28.5] <br /> �j D NT [r7to 17e] [4.4 to 14.4] 1 ND NT P-142A W-071 <br /> tC W-O66 (S/N}T)NT W-012� P=14213 [15 to ZO] [r7 to 10] <br /> J [21 to 26] W0B7 [38 to <br /> S/PD\N [3.4 to 13.4] <br /> NT D NU <br /> W-072 P-14S <br /> NT NT [30 to34] ( ) <br /> W-254 W 069 <br /> RMW-18 D D t ND U <br /> [10 to 15] W_070 [18 to 25:]• SITE 39 W-176 yy.073 <br /> D ND r7 to 9 D D [20 to 30] <br /> N 35 to 40 <br /> W-252 W-255 [ ] W-068 (PD/D)(PD/D) [' ] <br /> -22-3 D D <br /> [10 to 15] [20 to 30] W-172 [32 to 37] <br /> ND ND ND ND [5 to 10] D D [30 to 37]-_ <br /> W-224 W-173 D D <br /> W-253 SITE 16 W-257 (S/D)ND 2 W-2.73 <br /> [25 to 30] 209 [20 to 25] W-174' [D3 Dto 37] P [5 D 0] [10 to 15] <br /> ND ND ND ND [20 to 25]' D NU <br /> W-256 D NT W-2+72 <br /> P-180 [r7.5 to 12.5] W-O60 RMW-19 RMW-20 [21 to 26:] <br /> [21 to 31] W.137 ND ND VV_017 [r7 to 10.] <br /> W-005 IAS-07 ND ND <br /> [20 to 25] [6.5 to 16.5] ND ND Q [4 to 14]50 V1/,17L5 <br /> ND ND P-145A NA NA W-0 (S/D)� �'^^`�30] SITE 4S <br /> W-038 [21 to 28] P-146 <br /> D D P�147 <br /> SITE 5G [3.6 to 13.6:] W-054 <br /> [14 to 29] ND ND [4 to 14] [6 to 16:] P-148 <br /> ND ND P-145B V1I-121 [5 to 10] [5 to 15] <br /> 1 W-13g [15.55 to 20.55, [23.5 to 2r7.5] W-118 D ND RMW-21 <br /> [7 to 1 ] SITE 5I= A NA [22 to 2r7] ND ND <br /> D W-135 SITE W-122 NA NA <br /> SITE [18.5 to 28.5] 5E [7 to 1Z] W-119 <br /> ♦+ D ND NA NA IAS-05 [5 to 10] <br /> '.4111 H W-049 NA NA SITE 51 <br /> [40.5 to 48] <br /> �•�• ND <br /> ♦,, <br /> •�.� P-150 P-151 <br /> ••�,• [5 to 15:] [5-toI <br /> AI <br /> ♦� <br /> E �••� 215 <br /> Legend Notes <br /> W-273=Well ID <br /> Monitoring Well(Proposed) Vinyl Chloride concentration greater [10 to 15]=Well Screen Interval <br /> Monitoring Well in Good Condition than 0.5 Ng/L-dashed where inferredD ND=cis-1,2-DCE MK trend VC ��+♦ <br /> Monitoring Well(Damaged) _ cis-1,2-DCE concentration greater MK trend(MK trend/Linear <br /> Monitoring Well(Destroyed) than 6 Ng/L-dashed where inferred trend if different) 210 105 0 210 Feet <br /> ° Monitoring Well(Unable to assess - Drainage Channel cis-1,2-DCE=cis-1,2-Dichloroethene <br /> 3 41` due to vegetation) <br /> Roads MK=Mann-Kendall <br /> Ng/L=micrograms per liter <br /> Piezometer in Good Condition } Rail Line Construction Area VC=Vinyl Chloride Southern Landfills Well Condition and Cis-1,2-DCE and <br /> Piezometer(Damaged) [:J Landfill Cell Boundary(ERS,2009) Mann-Kendall trend designations Vinyl Chloride Mann-Kendall Trends in Groundwater <br /> Piezometer(Destroyed) Contamination Sites I=Increasing 2022 Groundwater Monitoring Work Plan <br /> PI=Probably Increasing Rough and Read Island,Port of Stockton <br /> - Piezometer(Unable to assess I...1 Rough g and Ready Island boundary S=Stable g Stockton,California <br /> M due to vegetation) PD=Probably Decreasing <br /> Piezometer(Unable to locate) D=Decreasing <br /> • 20182021 Grab Groundwater ND=Non-Detect GeosMteccl' Figure <br /> _ Sampling Location NA=Not Applicable(due to <br /> A Staff Gauge insufficient data) consultants <br /> Contours are from 2020.MK trends are 8 <br /> Service Layer Credits:Source:Esri,Maxar,GeoEye,EarthstarGeographics,CNES/AirbusDS,USDA,USGS,AeroGRID,IGN, most recent trend available. Project No.:WR25016 June 2022 <br /> and the GIS User Community <br />