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Table 1 Foothill Landfill Landfill Gas Migration Monitoring Well Construction Dimensions 77, Date Probe Vector Boring Probe Perforation Intervals Probe Gravel Rack Intervals Well No inspector Depth (ft, (ft, 4s) (ft, bgs) Installed Shallow Intermediate Deep Shallow Intermediate Deep SG-102 8/6/2009 Holland 98 7- 10 15.5 -49 54.5 -94 6.5 - 10 1S -49 S4- 98 SG-103 8/7/2009 Sample 100 7 - 10 15.5-45* 50.5-95* 6.5 - 10 15 -45* SO- 100* SG-104 8/11/2009 Sample 92 7 - 10 15.5 -48 53.S-92 6.5 - 10 IS -48 53 -92 SG-105 8/10/2009 Peevers 101 7 - 10 15.5-53 58.5 - 101 6.5 - 10 15 - 53 58- 101 SG-106 1 8/13/2009 Sample 120 7 - 10 15.5- 62 67.5 - 120 6.5- 10 15 - 62 67 - 120 SG-107 8/11/2009 Holland 150 7 - 10 15.5-75 80.5 - 146 6.5 - 10 15 - 75 80- 150 SG-108 8/12/2009 Holland 155 7 - 10 15.5 -77 82.5 - 149 6.5 - 10 IS -77 82 - 155 SG-109 8/13/2009 Holland 170 7 - 10 15.5-78* 83.5 - 166* 6.5 - 10 15 -78* 83 - 170* SG-110 8/14/2009 Holland 166 7 - 10 15.5 -82 87.5- 160 6.5 - 10 15 - 82 87 - 166 SG-111 8/17/2009 Sample 128 7 - 10 15.5-66 71.5 - 128 6.5- 10 15 - 66 71 - 128 SG-112 8/6/2009 Sample 106 7 - 10 15.5- 55 60.5 - 106 6.5 - 10 15 -55 60 - 106 SG-113 8/5/2009 Peevers 103 7 - 10 15.5-54 59.5 - 103 6.5 - 10 15 - 54 59- 103 SG-114 8/4/2009 Peevers 74 7- 10 15.5-39 44.5 -74 6.5 - 10 15 - 39 44-74 SG-115 8/3/2009 Peevers 66 7- 10 15.5- 35 40.5 -66 6.5- 10 15 - 35 40-66 SG-116 7/31/2009 Peevers 72 7 - 10 15.5- 38 43.5 -72 6.5 - 10 15 - 38 43 -72 SG-117 7/30/2009 Peevers 66 7 - 10 15.5 - 35 40.5 - 66 6.5 - 10 15 -35 40 - 66 SG-118 7/30/2009 Sample 63 7- 10 15.5- 34 39.5-63 6.5 - 10 15- 34 39-63 SG-119 7/31/2009 Sample 64 7 - 10 15.5- 34 39.5- 64 6.5 - 10 15 - 34 39 - 64 SG-120 8/4/2009 Sample 92 7 - 10 15.5-49* 54.5- 92* 6.5 - 10 15 -49* 54 -92* SG-121 8/3/2009 Holland 86.5 6 - 9* 15.5 -53* 58.5-86* 5.5- 10* 15 - 53* 58-86.5* SG-122 7/31/2009 Holland 69.5 7 - 10 15.5 - 37 42.5- 69 6.5 - 10 15 - 37 42 -69.5 SG-123 7/31/2009 Holland 68.5 7 - 10 15.5 - 36 41.5 - 68 6.5 - 10 15 - 36 41- 68.5 SG-124 7/30/2009 Holland 88 7 - 10 15.5-46 51.5 - 87 6.5 - 10 15 -46 51 -88 SG-125 8/5/2009 Sample 1 85 7- 10 15.5-45 50.5 -85 6.5 - 10 15 -45 50- 85 NOTES: ft, bgs =feet below ground surface; * = probe interval that was modified fron'i the plans and specification due to the occurrence of high permiability sand lens