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N <br /> SITE 8 P-160 <br /> W-298 [5.5 to 15.5] <br /> [25 to 35] W-317 <br /> W-313 ND ND yy-297 [32 to 37] <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 t <br /> 115]- W-018 ND ND <br /> [12 to 17] GGW-13 ND ND [4 to 14] <br /> (iPl/NT)ND 816-MW1 W=088 <br /> ITE OZ [5 to 15:] W-061 <br /> W.247 W-2+74 816-MW2 15 to 20 [18.1 to 25.0] SITE 5A <br /> W-295 D ND `i ND W-024 <br /> GGW-14 W-336 [21 to 26'] W [12.5 to 17.5] <br /> W-2+75 GGW-29 [20 to 30] SND yy_087 <br /> W-300 W-089 <br /> [10 to 15] GGW_2+7 uW-12 110 to 15] ''D ND W-126 <br /> 20 to 25� <br /> [17 to 27] <br /> D D D D W-341 GGW=1 �''W 28 nl D ND (NT/PD)ND WO [17 to 27] <br /> PMW-OS iW-335 SITE 49 1752 15] Np <br /> [20 to 30] [20 to 30] 816-MW3 <br /> WC-4 � OND W-12S <br /> W-318 W-340 [55 to 65] [5 to 15:] <br /> W-2+76 [36.5 to 41.5] W_292 [5 to 15] W-130 [r16 to 261 <br /> 45 to 55] D DP-167 "��ND IPnm ND <br /> PD'(D/NT) [ [9 to 14] SITE [16 to,2 <br /> [10 to 15] (P1/1) [5'8'o 15.8] 51 L NT/D <br /> W-1 24 <br /> D ND W-299 W-301 ( ) W-131 [9 to 14] � <br /> SITE 43 [90 to 15] [10 to 15]-\ BLDG 916 W-303 W_304 SITE 5B <br /> W-2+7710 to 15 WC-3 [20 to 30] D D <br /> D D � ND [ ] [23 to 28] 15]� � <br /> [25 to 30] GGW-30 W 302 - UST rvu ND NT� [5 to ND �W-0511 Building 816 <br /> W-128 I <br /> ND ND [25 to 30] -91�6,6- - - - - - [9.9 to 14.9] W-123 W-127 f <br /> D D W-132 [10 to 151-----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 35] [16 to 21] <br /> W-315 W-305 W-320 (F_._, (PD/D) D [4 to 14] ND ND <br /> [10 to 15:] [10 to 15] [38 to 38] 917-05� ND <br /> ND ND ND ND D ND 917-01 14 to 14] 917-09 <br /> Building 917 [4 to 14:] 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 281- 917-10 Building 715 <br /> W-2+78 [18 to 28] ND ND [4 to 14] <br /> �[9 to 14] Building 917 ND ND NL ND <br /> 917-12 917-14 Building <br /> ND <br /> 817 <br /> " \` W�279 [18 N 28] <br /> [28 to 33] Building 917 ND ND ND <br /> [5 to 15] ND 917-13 _917-06 <br /> [18 to 28] [4 to 14] <br /> ND ND 917-03 ND ND <br /> Legend Notes 14-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 pg/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 pg/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 pg/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 pg/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) <br /> Contamination Sites I=Increasing D=Decreasing Geosyntec° <br /> • 2018-2021 Grab Groundwater PI=Probably Increasing ND=Non-Detect Figure <br /> Sampling Location S=Stable NA=Not Applicable(due consultants <br /> =Probably Decreasing to insufficient data) — —-- -� - - <br /> Service Layer Credits:Source:Esri,Maxar,GeoEye,Earthstar Geographics, NT=N o Tre nd 6 <br /> CNES/Airbus DS,USDA,USGS,AeroGRID,IGN,and the GIS User Community Project No.:WR2501 B June 2022 <br />