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Table 1 Well Construction Details Lincoln Center,Stockton CA Date Boring Depth of Well Casing Screen Interval Filter Pack Sea'Interval Welles InalalWell Type Diameter roring(fee( Dinmeler (feel hgs) Interval)feet bga) Filter Peck (feet bgs) Rota (inches) bgs) (inches) Soil-Vapor E.I.cti on Wells V��02 72450 Venial 1025 30 4 10-28 9-28 Pea Gravel 3-9 72592 Venical 1025 30 4 10-28 9-28 Pea Greve] 3-9 72888 V.1 12 30 4 10-295 9-30 Pee Gravel 3-9 72892 Venical 12 30 4 10.30 9-30 Pea Gravel 3-9 36370 PV�.,"'eal l 12 30 4 10.30 9-30 Pea Gravel 3-9 ]2893 l 12 30 4 10-30 9-30 Pan Gral3-9B ]2815 al 12 30 4 10-30 9-30 PeaGravel J-9 9 72]84 al 12 30 4 10.30 9-30 HE 3-90 72886al 12 304 10-30 9-30 3-91 72785 al 12 30 4 10-30 9-30 3-92 72888Va. 12 30 4 10-30 9-30 3-9 SVE-0I3 72910al 12 30 4 10-30 9-30 3-9 SVE-014 ]2966al 12 30 4 10-29 7.5-29 l 3-7.5SVE-0157126/99al 12 304 8-28 7-28 l 3-7 SV&016 7121/99al 1230 4 10:30 9-30 Pee Gravel 3-9 SV 017 ]2904 Vertcal 12 30 4 10-30 9-30 Pea Gravel 3-9 KSVEIB 72SM Vertical 12 30 4 10-28 9-28 Pea Gravel 3-9 19 72885 Venical 12 29 4 10-28 9-28 Pre Gravel 3-9 -020 72888 Venical 12 29 4 10.29 9-29 Pea Gravel 3-9 021 72884 Venical 12 J0 4 10-28 8-28 Pea Gravel 3-8-022 363W Venical 12 28 4 8-28 7-28 Poe Gravel 3-7 O0 72886 Vertical 12 30 4 10-30 8.5-30 Pea Gravel 3-B.5 -024 72692 Vertical 12 30 4 10-30 8-30 Pea Gravel 3-8 -025 ]2843 Venical 12 30 4 9.6-297 87-30 Pea Gravel 3-87 -026 717/99 Venical 12 29.5 4 10.2-292 9-29.5 Pea Gravel 39 -027 718/99 Venical 12 31 4 10-30 9-30 Pea Gravel 3-9 -028 ]2692 VeNcal 12 30 4 10.30 8-30Pea Gravel 3-8 -029 36350 Vertical l2 30 4 10-30930 Pea Gravel 3-9 -030 36348 Venical 12 30.5 4 106-29.6 9.4-304 Pea Gravel 3-94 -031 72865 Venical 12 30 4 9-29 7-30 Pea Grevel 3-7-032 72865 Venical 12 10 4 9.3-293 7-30 Pee Gravel 3-7 -03I 8866 Venical 12 l0 4 10.30 8-30 Pea Grevel 3-B -034 BIL99 Venical 12 30 10.30 9-30 Pea Gravel 34035 6126/99 Vnial 12 30 4 10-30 9-30 Pea Gravel 37E-001 7129/99 Vertical 12 30 4 10-309-30 Pea Gravel49E-001 72752 Venical 12 30 4 10-30 9-30 Pee Gravel 0.9 Soil-Vepor Est crass Monitoring Prober SVMW40' 72330 Venical 8.25 206 2 106-206 10.1 -20.6 jPea&avel and 0-10.1 SVMW-002 36069 Vertical 8.25 20 2 10-20 9.5-20 and 0-9.5 SVMW-003 36069 Venical 825 20 2 10-20 9.5 -20 and 0-9.5 SVMW-004 72330 Vertical 8.25 20 2 10-20 9.5-20 end 0.9.5 SVMW-005 72450 Venical 8.25 25 2 15-25 14.5 -25 and 0-14.5 SVMW-006 ]2593 Venical 825 27 2 17-27 16.5-27 and 0-16.5 SVMW-0W 9/29198 Venical 8.25 28 2 Ism2817.5-28 and 0-1].5 SVMW-0OB 9128/98 Venical 8.25 30 2 15-25 14.5-25 and 0-14.5 SVMW-009 10/2198 Vertical 9.25 25 2 15-25 14.5-25 and 0-14.5 SVMW-Oi0 72591 Venical 825 28 2 16.5-27 16-28 Sand -16 SVMW-011 ]2330 Vertical 825 26.4 2 Ifi.4264 16-264 Sand 0-I6 SVMW-012 ]2481 Vertical 825 28 2 10-28 95-28 Send 0-95 SVMW-013 ]2894 Vertical 10 30 2 9-29 8-29 ravel 0-8 SVMW-014 72]83 Venical 10 30 2 10-30 9-30 revelSVMW-0IS 36368 Venical 10 30 2 9-29 8-29 ravel 0.8 SVMWAI6 73027 Veniael 10 JO 2 10-30 9-30 ravel 0.9 SVMW-01] 8891 Venical IO 30 2 10-30 9-30 Pea Grevel 0-9 SVMW-018 36370 Vertical 10 30 2 10-30 9-30 Pea Gravel e-9 SVMW-019 36374 Venical 10 30 2 10-30 9-30 Pea Gravel 0.9 SVMW-020 363 5] Vertical 10 30 2 10-30 9-30 Pea Gravel 0-9 SVEMW-021 363]8 Venical 12 30.5 4 10.29 8-29 Pea Gravel 0-8 $VMWE003 36384 Venical 12 30 4 10.30 9-30 Pea Gravel I0-9 AirSo..Wall, AS-01 39064 Venical 8 57.5 2 54-57 53-57 #3 Sand 51-53 AS-02 390]5 VeAcal 8 56 2 53.5-56 52.5-56 #3 Send 50.5-52.5 AS-03 39034 Venical 56 2 53.5-56 52.5-56 13�d d 50.5.525 AS-O8 39062 Vertical 56 2 53-56 52-56 d 50-52 AS-09 39063 Vertical 57 2 54-57 53-57 d 51-53 AS-10 39071 Vertical 59 2 56-59 55-59 d53-55 AS-11 39070 Venical SH 2 55-56 54-58 d 51-54 AS-12 39086 Venical 59 2 56-59 55-59 d 53-55 AS-13 39063 Venical 56 2 53-56 52-56 d 50-52 AS-14 39107 Vertical 58 2 55-58 54-58 d 52-54 AS-15 39066 Vertical 5] 2 54-57 53-57 nd 51-53 AS-16 39065 Vertical 59 2 55-58 54-58 nd52-54 AS-17 39100 ffiveAiem - 60 2 57-60 56-60 nd 54-Sfi AS-18 3958 2 55-58 55-58 nd 53-55 AS-19 }9093 58 2 55-58 55-58 #3 Send 53-55 AS-20 390W b0 2 57-60 56-60 #3 Send 5456 AS-21 39059 60 2 56.5-59.5 55.5-59.4 #3Sand 53.5-55.5 AS-22 39W5 58 2 55-58 54-5H #3 send 52-54 AS-233905] fi0 2 57-60 56-60 #3 Sand 54-56 Geosynteo Consultanu,Inc, • � Page 1 of 2