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Table 1 <br /> Well Construction Details <br /> Lincoln Center,Stockton CA <br /> Date Boring Depth of Well Casing Proposed <br /> \VenID Well Type Diameter Boring(feet Diameter Screen Interval Filter Paek Seat Interval Insml lyd in an Deta to Confirm <br /> IrstalleJ (feet bgs) Interval(feet bgs) Filter Pack fe AbanJanmem Nmc <br /> (inches) bgs) (inches) ( ¢(logs) Area.[Import Clean <br /> Method <br /> Soil-Vapor Extracti on Wells <br /> SVEU01 72450 Venical 10.25 30 4 10-28 9-28 Pea Crave[ 3-9 ves SVE-19.SG-6 amine <br /> SVE-UU2 72592 Vertieal 10.25 30 4 10-28 9-28 Pen Gmvel 3-9 SG-3.SVE-19 routin <br /> ti VI6(IU3 72888 Vertical 12 30 4 10-29.5 9-30 PeaGmvel 3-9 es SG-1.SVE-5 min <br /> SV6[OU4 36362 Vertical 12 30 4 I0-29.5 9-70 PeaGmvel 3-9 es NA min Abendonetl in 200]? <br /> SVE-OUS 72892 Vertical 12 30 4 10-30 9-30 Pea Grovel 3-9 es SVE-5.SG-1 Dalin <br /> SVE-006 363]0 Vertical 12 30 4 10-30 9-30 Pea Gravel 3-9 es SVE-S,SG-I routin <br /> SVE-OU7 72893 Venical 12 30 4 10.309d0 Pon Gravel 3-9 es SVE-5.S(1-I romin <br /> SVE-008 1 72815 Venical 12 30 4 10-30 9-30 PeaGmvel 3-9 es SVI-U romin <br /> SV72784 Venical 12 30 4 10-30 9.30 Pee Gravel 3-9 es SG-' aurin <br /> SVE-010 72886 Vertical 12 30 4 10-30 H-3U PeaGmvel 3-9 -es Sf.--' romin <br /> SVE-It" 72785 Venice! 12 30 4 10.30 9-30 PeaGmvel 7-9 es SVIi.-11 routin <br /> SVE-012 72888 Vertical 12 30 4 10-30 9.30 Pen Gmvel 3-9 Yes SVE-II romin <br /> SVE-013 ]2910 Venical 12 30 4 10.30 9-30 Pea Gravel 3-9 es SVE-14 routin <br /> SVI:014 72966 Venical 12 3U 4 10.29 7.5-29 PeaGmvel 3-7.5 es SVE-14 Darin <br /> SVE-UIS 7128/99 Vertical 12 30 4 8-28 7-28 Pea Gravel 3-7 SG.2 rutin <br /> U16 7121/99 Vertical 12 30 4 10:30 9-30 Pea Gravel 3-9 ve, SG-2 rondo <br /> SV6017 72904 Venical 12 30 4 10- 30 9-30 PeaGmvel 3-9 es SVE-17 <br /> S V Ii018 routin <br /> 72866 Venical 12 30 4 10-28 9-28 PeaGmvel 3-9 es SVE-17.SG-3 nwin <br /> tiVE-019 ]2685 Vertical li 28 4 10-28 9-28 PeaGmvel 3-9 yes SVE-19 routin <br /> SVE-020 1 72888 Venical 12 29 4 10-299-29 Pea Gravel 3-9 es <br /> SG-6 routin <br /> SVE-021 72884 Vertical 12 30 4 10-28 8-28 PeaGmvel 3-8 es SG-3 romin <br /> SVE-022 36360 Venical 12 28 4 8-28 7-28 PeaGmvel 3-7 es SG-3 routin <br /> SVE-023 72886 Venice) Ii 30 4 10-30 8.5-30 PeaGmvel 3-8.5 es SVE-17 routin <br /> SVE-024 ]2892 Vertical 12 30 4 10- 30 8-30 PeaGmvel 3- <br /> 8 es SVE-24 routin <br /> SVII-(L5 72843 Venical 12 3U 4 9.8-29.7 8.7-30 PeaGmvel 3-8.7 es .SVE-24,SG-] routin <br /> s\'P.-026 71]/99 Venical I2 29.5 4 10.2 -29.2 9-29.5 Pea Gravel 3-9 es' SG-0 <br /> SVI,-027 718/99 Vertical 12routin <br /> 31 4 10-30 9-30 PeaGmvel 3-9 es SVE-27 <br /> SVE-028 72692 Vertical 12 30 4 10-30 8-30 PeaGmvel 3-8 w outin <br /> SVE-29 u[in <br /> SVE-029 36350 Vertical 12 30 4 10-309-30 Pee Grovel 3-9 es SVE-29 romin <br /> SVE-030 36348 Venical 12 30.5 4 10.629.9.6 9.4-30.4 PeaGmvel 3-9.4 es SVE-29,SG-4 outin <br /> SVE-031 72865 Venical 12 30 4 9-29 7-30 PeaGmvel 3-7 es SG-5 utin <br /> SVE-032 72865 Venical 12 30 4 9.3-29.3 7-30 Pea Gravel 3-7 es SG-5 routin <br /> SVE-033 72866 Venice) 12 3U 4 10-30 8-30 Pee Gravel 3-8 es SVE-33 morin <br /> SVE-034 812/99 Vertical 12 70 4 10-30 9-30 PeaGmvel 3-7 vas SVE-34 routin <br /> SVE-035 6126/99 Vertical 12 30 4 10-30 9-30 PeaGmvel <br /> SVMWE-001 7129/99 Venical 12 -4 10-30 9-30 PeaGmvel 0-7 es SVE-33 <br /> SVMWE- 34 routine 30 4 9 es SG-5.SVE- <br /> 002 72752 Venical 12 IU-30 9-30 Pea Gravel 0-Yes SG-5 grouting <br /> Soil-Vapor Extraction Monitoring Probes <br /> SVMW-OU7 ]2330 Venical 8.25 20.6 2 10.6-2D6 10.1 -20.6 g35and 0- <br /> 10.1 es SVE-19 romin <br /> SVMW-002 36069 Venical 8.25 �0 2 10-20 9.5�0 #3 Sand U-9.5 es SVPi 19 <br /> SVMW-OU3 360fi9 Venical 8.25 20 2 a romin <br /> 10-_0 9.5 -20 #35and 0-9.5 es SVE-19 routin <br /> SVMW-0U4 72330 Venical 8.25 20 2 10-20 9.5-20 #3 Sand 0-9.5 es SVE-19 min <br /> SVMW-005 72450 Venical 8.25 25 2 IS-25 14.5 -25 #3 Send 0-14.5 es arowin <br /> SVMW-006 72593 Venical 8.25 27 2 17-27 16.5-27 #3 Sand 0-16.5 es SVE-19 routin <br /> SVMW-0117 9/29198 Vertical 8.25 28 2 I8-28 17.5-28 #35and 0-17.5 es SG.3 romin <br /> SVMW-008 9!28/98 Venical 8.25 30 2 15.25 14.5-25 #3 Sand 0-14.5 es SG-7 routin <br /> SVMW-009 10/2198 Venical 8.25 25 2 15-25 14.5-25 #'S Sand 0-14.5 es SG-3 w[in <br /> SVMW-010 72591 Vertical 8.25 26 2 16.5-27 16-28 g35and -16 es SG-3.SVE-17 routine <br /> SVMW-011 72330 Vertical 8.25 26.4 2 16.426.4 1to-In q3 Sand fl- 35VE- <br /> SVMW-012 72481 Vertical 8.25 2816 es SG- 1] romin <br /> 2 10-28 9.5-28 #3 Sand U-9.5 es SG-3 matin <br /> SVMW-013 72894 Venical 10 30 2 9-29 8-29 PeaGmvel U-8 no SVE-14 omin <br /> SVMW-014 72]83 Venical 10 30 2 Ill-30 9-JO PeaGmvel 0-9 no SVE-I4 Darin <br /> SVMW-015 36368 Vertical 10 30 2 9-_'9 8-29 Pea Gravel 0- SG_ natio <br /> SVMW-016 7302] Venical 10 30 2 10-30 9-30 Pm Gravel 08 no SVE-11 routin <br /> SVMW-UV 72891 Vertical 10 30 2 10-30 9-30 Pea Greve! 0-9 no SG-] routin <br /> SVMW-p18 36370 Vertical 10 JO 2 10-30 9-30 Pea Gravel 0-9 no yes SG-3 SVE-17 routin <br /> SVMW-019 36374 Venical 10 30 2 10-30 9-30 Pea Gravel U-9 es SVE-27 <br /> min <br /> Geosyntm Consultants,Inc. <br /> Page 1 of 3 <br />