SITE INFORMATION AND CORRESPONDENCE_2008-2015

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og/o 5? 09/10 Table) 1u/ I I Well Construction Details Lincoln Center,Stockton CA rnDepth of Wall Casing Date Screen Interval Filter Peck Seal Interval WeII ID We7T, �'2i.o.ic'sr Boring(feet Diameter Filter ParkNoteInstalletl (feetbgs) Interval(fee[bgs) (feet bgs) `` VOIu•aar inches) bgs) (incheq Ns �tN C-re q r f Soil-Vapor Extracti on Wells JgjL.Ks SVE401 72450 Vertical 10.25 30 4 10-28 9-28 Pea Gravel 3-9 9-tu 4a 4140 SVE-002 72592 Vertical 10.25 30 ---P L 4 21' 10-28 52, 9-28 Pea Gravel 3-9 /fb SVE-003 72888 Vertical 12 30 4 Z9 10-29.5 ✓ 9-30 Pea Gravel 3-9 /3-I %0♦60 SVE4)05 72892 Vertical 12 30 4 21, 10-30 9-30 Pea Gravel 3-9 /f-Iw tOc f$0 SVE-006 36370 Vertical 12 30 4 .510-30 9-30 Pea Gravel 3-9 SVE-00 72893 Vertical 12 30 4 10-30 9-30 Pea Gravel 3-9 yl too 450 SVE-008 72815 Vertical 12 30 4 10-30 29, 9-30 Pen Gravel 3-9 /Z-/ 5o 1YT SVE-009 ]2]84 Venical 12 30 4 7 10-30 9-30 Pee Gravcl 3-9 11-/ 804'/0 $VE-010 72886 Vertical 12 30 4 ?.-1-10-30 9-30 Pea Gravel 3-9 5' z-13 601 f0 SVE-011 ]2]85 Vertical 12 30 4 IOJO 9-30 Pen Gravel 3-9 SVE-012 72888 Vertical 1 12 30 1 4 /It'to-303 9-30 Pea Gravel 1 3-9 /0 -9 /f0 SVE-013 72910 1 Vertical 12 30 4 10-30 9-30 Pee Gravel 3-9 SVE-014 72966 1 Vertical 12 30 4 10-29 7.5-29 Pea Gravel 3-7 5 • Z7- 4� SVE415 7128/99 1 Vertical 12 30 4 71 8-28 7-28 Pea Gravel 3-] SVE-016 7121/99 Vertical 12 30 4 ' 10:30 9-30 Pea Gravel 3-9 IL-1 1 D+yu SVE417 72904 Vertical 12 30 4 27'10-30 9-30 Pea Gravel 3.9 SVE-018 72866 Vertical 12 30 4 11 0-282 9-28 Pea Gravel 3-9 y 1Y'I I- $O 4-Qp SVE-019 92885 Vertical 12 28 4 JP,5 10-28 35 9-28 Pea Gravel 3-9 SVE-020 72888 Vertical 12 29 4 27'10-29 9-29 Pea Gravel 3-9 gG4 /S- SW-021 72884 Vertical 12 30 4 10-28 8-28 Pea Gravel 3-8 SVE-022 36360 Vertical 12 28 4 &28 7-28 Pea Gravel 3-7 - 35/44,9a.L SVE-023 72886 Vertical 12 30 4 10-30 8.5-30 Pea Gravel 3-8.5 9 - 90 f4/0 SVE-024 72692 Vertical 1 12 30 ul,jQJYA /L"10- 30 8-30 Pea Gravel 3-8 "17- 74C SW-025 72843 Vertical 1 12 30 4 29'9.8-29.7 97-30 Pea Gravel 3-8] /Z-/ 7,016'r SVE-026 ]1]/99 Vertical 12 29.5 AD 4 IN' 10.2-29.2 9-29.5 Pea Gravel 3-9 /07-g 140 SVE-027 718/99 Vertical 12 31 4 26,!10-30 9-30 Pea Gravel 3-9 .4/9-JO/15 $01,50 SW-029 72692 Venical 12 30 4 27,r 10-30 8-30 Pea Gravel 3-8 /0-4 /1- 70144' SVE-029 36350 Vertical 12 30 4 28'10-30 9-30 Pea Gravel 3-9 /0-/1 / HD 41/l SVE,030 36348 Vertical 12 30.5 4 if/106-29.6 9.4-304 Pea Gravel 3-9.4 -lb 40{ff0 SW-031 72865 Venical 12 30 4 z31 9-29 7-30 Pea Gravel 3J - / Sr-fyr' SVE-032 72865 Vertical 12 30 4 2 '9.3-29.3 7-30 Pea Gravel 34 -Ir 55155 SVE-033 728M Vertical 12 30 .110-30 8-30 Pee Greve] 3-8 n- i SVE-034 812/99 Vertical 30 ' 10-30 9-30 Pea Gravel 37 200YS 12 SVE-035 6126/99 Vertical 12 30 / 4 , 10-30 1 9-30 1 Pea Gravel SVMWE-001 7129/99 Vertical 12 30 4 119.1 10-30 2 1 9-30 1 Pee Gravel 0-9 1 0G.0' 110 SVMWE-002 ]2]52 Venice] 12 1 30 1 4 10-30 1 9-30 1 Pea Gravel 1 0-9 Z - 11G Soil-Vapor Extraction Monitoring Probes SVMW-001 72330 Venical 825 206 2 20 0.6-20.6 10.1 -206 #3 Sand 0-10.1 9 //' L ZS SVMW-002 36069 Vertical 825 20 2 a'10-20 9.5-20 93 Sand 0-9 53.5 //-/2 �0 SVMW-003 36069 Vertical 8.25 20 2 u 1030 ✓ 9.5 -20 43 Sand 0-9.5 22 SVMW-004 72330 Vertical 8.25 20 2 ZY'10-20 9.5-20 #3 Sand 0-9.5 79 SVMW-005 72450 Vertical 8.25 25 2 i 15-25 14.5 -25 43 Sand 0.14.5 9///-'z 98, SVMW-006 72593 Verbcal 8.25 27 2 Y 17-2] 1 16.5-27 #3 Sand 0.16.5 al 2,5-zr i SVMW-07 9/29198 Venical 825 28 2 271%118.28 / 17.5-28 43 Sand 0-115 SVMW-0o8 9128/98 Vertical 8.25 30 2 15-25 14.5-25 #3 Sand 0-14,5 SVMW4009 10/2198 Vertical 825 25 2 15-25 145-25 43 Sand 0-14.5 SVMW-010 72591 Vertical 8.25 28 2 16.5-27 I6-28 93 Sand -16 SVMW-011 72330 Vertical 8.25 26.4 2 164-26.4 16-264 43 Sand 0-16 SV1,1W-012 72481 Vertical 825 28 2 10-28 9.5-28 93 Sand 0-9.5 J rr- x SVMW-013 72894 Vertical 10 30 2 'ZS 9-29 8-29 Pea Gravel 0-8 9 24-21 7� SVMW-014 ]2]83 Vertical 10 30 2 10-30 9-30 Pea Grevel 09 SVMW-015 36368 Venical 10 30 2 $'9-29 8-29 Pea Gravel 0-8 -17ys SVMW-016 ]302] Vertical 10 30 2 Z9, 10-30 9-30 Pea Gravel 0.9 9/26-Z7 E SVMW-017 72891 Vertical 10 30 X A 1%.f 10-30 9.30 Pea Gravel 0-9 t - 110 SVMW-018 36370 Vertical 10 30 2 10-30 9-30 Pea Gravel 0.9 SVMW-019 36374 Vertical 10 30 2 2 0-30 9-30 Pea Gravel 0.9 SVMW-020 36357 Vertical 10 30 2 Y-a 2 9 10-30 9-30 Pea Gravel 0-9 /•-/7 (u SVEMW-021 36378 Vertical 12 30.5 4 10-29 8-29 Pea Gravel 0-8 SVMWE-003 36384 Vertical 12 30 4 10-30 9-30 Pea Gravel 0-9 AirSanta,Wella AS-01 39064 Vertical 8 57.5 2 54-57 53-57 #3 Sand 51-53 y 11---t al b-1 j 1614 t,Jr. ba AS-02 39035 Vertical 8 56 2 53.5-56 52.5-56 #3 Sand 50.5-52.5 91 -01 15.0 AS-03 39034 Vertical 56 2 53.5-56 52.5-56 #3 Sand 50.5-52.5 -.9 /5 150 AS-08 39062 Vertical 56 2 53-56 52-56 #3 Sand 50-52 -0 170 AS-09 39063 Vertical 57 2 54-57✓ 53-57 #3 Sand 51-53 9 / -/ /T /7j 6u wm 1•r AS-10 39071 Vertical 59 2 56-59 55-59 #3 Sand 53-55 /Z-/ Fin yxu b.y AS41 39070 Vertical 58 2 55-58 54-58 #3 Sand 51-54 /2-/j /50 AS-12 39086 Venical 59 2 56-59 / 55-59 #3 Sand 53-55 911-/ 17f Fi Solhdon AS.13 39063 Vertical 56 2 53-56 V 52-56 #3 Send 50-52 /1-R Za 150 AS-14 39107 Vertical 58 2 55-58 54-58 #3 Sand 52-54 Y-I AS-15 390M Vertical 57 2 54-57 53-57 #3 Sand 51-53 AS-16 39065 Vertical 1 59 2 1 55-58 1 54-58 #3 Send 52-54 AS-17 3910 Vertical 60 2 57-60 56-60 1 #3 Send 54-56 91111-11- 175- AS-18 39069 Vertical 58 2 55-58 55-58 1 #3 Sand 53-55 y //"/0 /f l7f AS-19 39093 Vertical 58 � 2 55-58 •� 55-58 #3 Sand 53-55 O / AS-20 39092 Venice) 60 2 9 57-60 Sfi-60 #3 Sand 54-5b 1 9 / -/ Ilia AS-21 39059 Vertical 60 2 565-59.5 555-59.4 #3 Sand 1 53.5-55.5 1 9 /u-1/ /S 180 AS-22 39065 Vertical 58 2 55-58 54-58 #3 Send 1 52-54 1 2 44-zl - a-10 XZ IZO AS 19057 Vertical 60 2 59.f5]-60 56-60 1 #3 Sand 1 54-56 1 'J Y 170 Geosyntec Consultants,Inc. 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