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Council Meeting/Documents/Attachment 3: Cross Section Plan - 7 Erskine Lane
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.

8.1a Soil Permit Application No. 2018/01 - 7 Erskine Lane
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