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August 8, 2017 C-1982-057/Seneca II-W Mine JDM <br /> <br /> <br />Number of Partial Inspection this Fiscal Year: 2 <br />Number of Complete Inspections this Fiscal Year: 0 <br /> <br /> Page 3 of 5 <br /> <br /> Pond 005 Pond 016 <br /> Pond 017 Pond 006 <br /> <br />ROADS – Rule 4.03 Construction 4.03.1(3)/4.03.2(3) Drainage 4.03.1(4)/4.03.2(4) Surfacing and <br />Maintenance4.03.1(5) and (6)/4.03.2(5) and (6) Reclamation 4.03.1(7)/4.03.2(7): <br /> <br />Access roads throughout the site were in good condition. The ridgeline road was accessible the extent of the road <br />with all gates accessible at the time of the inspection. No issues were noted. <br /> <br />RECLAMATION SUCCESS - Rule 4.15, Rule 3: <br /> <br />The backfilled and regraded areas of the site were stable at the time of the inspection. No unstable or eroded <br />features were identified with the exception of what is noted in the Slides and Damage section of this report. <br /> <br />SLIDES and DAMAGE - Rule 4.12: <br /> <br />The south of Pond 006 slump showed no evidence of additional movement towards the pond. Surface cracks <br />above and around the slump were observed with no evidence that the cracks are from recent spring runoff and <br />snowmelt. Based on a report from NWCC titled; “Slope Stability, Pond 6/Access Road A Slope Failures” <br />dated October 27, 2016 it was recommended that the existing embankment fill slopes situated to the east