Appendix
Attachment 3: Cross Section Plan - 7 Erskine Lane
July 17, 2018Page 451 section
Technical drawing showing the depths and areas of contaminated soil and bedrock profile.
Scale 1:300
CROSS SECTION PLAN - 7 ERSKINE LANE
Project Location: View Royal, BC
Client Name: 1132785 BC LTD
Date: 2018-03-08
Figure: 4
Drawing Name: 2046
Scale: 1:300
Legend
- Approximate Legal Lot Line
- Borehole
- Monitoring Well
- Test Pit
- Test Pit (By Others)
- Upper Cap Exceedance (Human Health Exposure)
Sample Depth Quadrant Mapping: Sample depths are associated with shading of each quadrant unless otherwise noted:
- Top Left: 0.25m–0.75m
- Top Right: 0.75m–1.25m
- Bottom Left: 1.25m–1.75m
- Bottom Right: 1.75m–2.25m
Note: Metals results are indicated by shading of the upper left half of each quadrant, and hydrocarbons are shown in the lower right. Blank indicates no analysis.
Soil Analytical Results
- Green: ≤ CSR RL
- Blue: > CSR RL ≤ CSR CL
- Red: > CSR CL
- Magenta: > HWR
Approx. Contamination Depth
- 0.3m ± 0.15m: (Represented by light cross-hatching)
- 0.5m ± 0.25m: (Represented by medium cross-hatching)
- 1.0m ± 0.25m: (Represented by dense cross-hatching)
- 2.0m ± 0.5m: (Represented by circular stippling)
Notes:
- Approx. 1500m³ contaminated soils (silts & gravels) to be removed.
- Approx. 400m³ hauled offsite per day for 4 days.
- See attached for proposed trucking route.
Map Annotations
- Silt fencing to be placed at toe of slopes adjacent to excavation.
- Depth to rock approx. 1.5m
- Shallow bedrock
- Rock outcrop
- Bedrock outcrop
- Site access
- Existing building
Document Details
- DWN BY: SB
- DWG NAME: 2046
- CHK'D: JB
- CADFILE: 2046
Page 45
Extracted from: 2018 07 17 Council Agenda - Agenda - Pdf