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13 November 2018 <br />AGE Project No. 18-4357 <br />Page 5 of 11 <br />AdvancedGeo <br />Environmental <br />SAMPLE ID LOCATION DEPTH PID <br />(ft bsg) (ppmv) <br />SW -W Western sidewall of the Main Excavation 4 0 <br />SW -E Eastern sidewall of the Main excavation 4 0 <br />B-5 <br />Bottom/ Floor of Main Excavation <br />5 <br />0 <br />S5-2 <br />Sample point located approximately 14 feet <br />2 <br />- <br />S5-5 <br />west of the Main Excavation <br />5 <br />S6-2 <br />Sample point located approximately 16 feet <br />2 <br />40.5 <br />S6-5 <br />east of the Main Excavation <br />5 <br />0 <br />57-2 <br />Sample point located approximately 34 feet <br />2 <br />0 <br />0 <br />S7-5 (1151/18) <br />east of sample point S6 <br />5 <br />58-2 <br />Sample point located approximately 24 feet <br />2 <br />0 <br />0 <br />S8 -5S8151/18) <br />north of the Main Excavation <br />5 <br />59-2 <br />Sample point located approximately 18 feet <br />2 <br />0 <br />0 <br />S9-5 (1151/18) <br />east of sample point S8 <br />5 <br />S10-2 <br />Sample point located approximately 12 feet <br />2 <br />0 <br />southeast of sample point S9 <br />DEPTH <br />PID <br />SAMPLE ID <br />LOCATION <br />(ft bsg) <br />(ppmv) <br />S11-2 <br />Sample point located approximately 18 feet <br />2 <br />0 <br />east of sample point S9 <br />5 <br />0 <br />S11-5 (1151/18) <br />S12-2 <br />Sample point located approximately 13 feet <br />2 <br />0 <br />S12-5 <br />west of sample point S5 <br />5 <br />0 <br />S6SW-N <br />North sidewall of S6 Excavation Area <br />2 <br />0 <br />S6SW-W <br />West sidewall of S6 Excavation Area <br />2 <br />0 <br />S6SW-S <br />South sidewall of S6 Excavation Area <br />2 <br />0 <br />S6SW-E <br />East sidewall of S6 Excavation Area <br />2 <br />0 <br />S6B-2 Bottom/floor of S6 Excavation Area 2 - <br />SP -1 Main Excavation stockpile sample NA - <br />SP-2/SP-3 S6 Excavation stockpile composite sample NA - <br />SP -4 Client generated stockpile sample NA - <br />Soil sample locations are depicted in Figure 3. <br />