ARCHIVED REPORTS_2009 - Laserfiche WebLink

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Table 1 Foothill Landfill Landfill Gas Migration Monitoring Well Construction Dimensions ............ ........... gw -a 4rt Shallow intermediate Deep Shallow intermediate Deep SG-102 8/6/2009 Holland 98 7- 10 15.5-49 54.5-94 6.5- 10 15-49 54-98 SG-103 8/7/2009 Sample 100 7- 10 15.5-45* 50.5-95* 6.5- 10 15-45* 50- 100* SG-104 8/11/2009 Sample 92 7- 10 15.5-48 53.5-92 6.5- 10 15-48 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 15-77 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 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 from the plans and specification due to the occurrence of high permiability sand lens