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Table 1: Summary of Well Construction Details & Proposed Well Destruction Method J.M. Equipment 1245 Charter Way Stockton, California Well Type Well Number Date Drilled Total Depth (ft) Boring Diameter On) Well Casing Diameter On) Casing Type Slot Size (in) Sand Type Well Screen Filter Pack Annular Seal Grout Seal Proposed Destruction Method Calculated Grout Volume' From To From To From To From To gallons PARCEL 163-230-034 - PROPERTY ADDRESS: 1245 W CHARTER WAY I Monitoring MW-5 4/6/1999 35 8 2 PVC 0.020 #3 35 15 35 13 13 11 11 S Drill Out 92 p Monitoring MW-7 5/24/2001 30 8 2 PVC 0.020 #3 30 10 30 8 8 6 6 S Pressure Grout 38 , Injection IW-3 6/28/2011 25 15 6 PVC 0.020 Pea Gravel 25 15 25 13 13 11 It S Drill Gut 230 , Injection IW-4 6/29/2011 25 15 2 PVC 0.020 Pea Gravel 25 23 25 13 13 11 11 S Drill Out 230 Observation OW-3 6/27/2011 25 8 2 PVC 0.020 #3 25 15 25 13 13 11 II S Drill Out 66 PARCEL 163-230-008 - PROPERTY ADDRESS: 1245 W CHARTER WAY Monitoring MW-4 4/6/1999 35 8 2 PVC 0.020 #3 35 15 35 13 13 11 11 S Drill Out 92 Monitoring MW-6 4/5/1999 35 8 2 PVC 0.020 #3 35 15 35 13 13 11 11 S Drill Out 92 Monitoring MW-9 9/13/1996* 35 8 2 PVC 0.020 #2/12 35 15 35 13 13 II 11 S Drill Out 92 Monitoring MW-10 5/24/2001 30 8 2 PVC 0.020 #3 30 11 30 8 8 6 6 S Pressure Grout 38 Monitoring MW-11 5/16/2014 25 8 2 PVC 0.010 #2/12 25 15 25 13 13 11 II S Drill Out 66 $ Monitoring s MW- I 2 5/16/2014 25 8 2 PVC 0.010 #2/12 25 15 25 13 13 11 II S Drill Out 66 S, Monitoring MW-13 5/16/2014 25 8 2 PVC 0.010 #2/I2 25 15 25 13 13 11 11 S Pressure Grout 30 Monitoring MW-109 5/24/2001 80 8 2 PVC 0.020 #3 80 75 80 73 73 68 68 S Drill Out 209 Monitoring GP-1 2/5/2004 30 8/1.5 0.75 PVC 0.010 20/40 28 18 28 17 17 14 14 S Drill Out 78.3 Monitoring GP-2 2/5/2004 30 8/1.5 0.75 PVC 0.010 20/40 29.5 19.5 30 19 19 16 16 S Drill Out 78.3 Monitoring GP-3 2/5/2004 30 8/1.5 0.75 PVC 0.010 20/40 30 20 30 19 19 16 16 S Drill Out 78.3 Injection IW-1 6/28/2011 25 15 6 PVC 0.020 Pea Gravel 25 15 25 13 13 II 11 S Drill Out 230 Injection IW-2 6/29/2011 25 15 4 PVC 0.020 Pea Gravel 25 15 25 13 13 11 11 S Drill Out 230 Injection 1W-5 1/14/2014 25 12 6 PVC 0.020 Med. Aquar. 25 15 25 13 13 10 10 S Drill Out 147 Injection IW-6 1/14/2014 25 12 6 PVC 0.020 Med. Aquar. 25 15 25 13 13 10 10 S Drill Out 147 Injection IW-7 1/14/2014 25 12 6 PVC 0.020 Med. Aquar. 24 14 25 13 13 10 10 S Drill Out 147 Injection IW-8 3/25/14 25 15 6 PVC 0.020 Pea Gravel 25 15 25 13 13 10 10 S Drill Out 230 Injection IW-9 3/28/14 25 15 6 PVC 0.020 Pea Gravel 23 13 25 10.5 10.5 8 8 S Drill Out 230 Injection IW-10 3/24/14 25 15 6 PVC 0.020 Pea Gravel 25 15 25 13 13 10 10 S Drill Out 230 Injection 1W-It 3/24/14 25 15 6 PVC 0.020 Pea Gravel 25 15 25 13 13 10 10 S Drill Out 230 Observation OW-1 6/27/2011 25 8 2 PVC 0.020 #3 25 15 25 13 13 II 11 S Drill Out 66 le Observation '..7 OW-2 6/27/2011 25 8 2 PVC 0.020 #3 25 15 25 13 13 II 11 S Drill Out 66 PARCEL 163-230-011 - PROPERTY ADDRESS: 1141 W CHARTER WAY Monitoring MW-1 7/5/1995* 38.10 2 PVC Pressure Grout I PARCEL 163-230-012 - PROPERTY ADDRESS: 1145W CHARTER WAY Monitoring MW-2 7/5/1995* 38.50 2 PVC Pressure Grout 7 Monitoring MW-3 7/5/1995* 33.90 2 PVC Pressure Grout 7 Monitoring MW-8 7/10/1996* 35 8 2 PVC 0.020 #2112 35 15 35 13 13 12 12 S Drill Out 92 = GTI/GZA did not install these wells amsl = above mean sea level ft = feet - = construction detail is unknown in = inches = volume of grouttxlis rounded up to the nearst whole number TOC = top of casing Ground Zero Analysis, Inc. 5/11/2018