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Council Meeting/Documents/Attachment 3. Cross Section Plan
Appendix

Attachment 3. Cross Section Plan

July 7, 2020Page 831 section

A technical diagram illustrating the depth and area of soil contamination planned for removal.

1 CALL TO ORDER
Approx. 1500m3 contaminated soilsScale 1:300

CROSS SECTION PLAN - 7 ERSKINE LANE

LEGEND

  • 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
  • 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
  • APPROXIMATE LEGAL LOT LINE
  • [Symbol] BOREHOLE
  • [Symbol] MONITORING WELL
  • [Symbol] TEST PIT
  • [Symbol] TEST PIT (BY OTHERS)
  • [Symbol] UPPER CAP EXCEEDANCE (HUMAN HEALTH EXPOSURE)

NOTE:

  • APPROX. 1500m³ CONTAMINATED SOILS (SILTS & GRAVELS) TO BE REMOVED.
  • APPROX. 400m³ HAULED OFFSITE PER DAY FOR 4 DAYS.
  • SEE ATTACHED FOR PROPOSED TRUCKING ROUTE.
  • SILT FENCING TO BE PLACED AT TOE OF SLOPES ADJACENT TO EXCAVATION.

SOIL ANALYTICAL RESULTS

Color Criteria
GREEN ≤ CSR RL
BLUE > CSR RL ≤ CSR CL
RED > CSR CL
MAGENTA > HWR

APPROX. CONTAMINATION DEPTH

Shading Pattern Depth
Sparse Stipple 0.3m ± 0.15m
Dense Stipple 0.5m ± 0.25m
Sparse Cross-hatch 1.0m ± 0.25m
Dense Cross-hatch 2.0m ± 0.5m

PROJECT INFORMATION

  • CLIENT NAME: 1132785 BC LTD
  • PROJECT LOCATION: 7 ERSKINE LANE, VIEW ROYAL, BC
  • DATE: 2018-03-08
  • SCALE: 1:300
  • DWN BY: SB
  • CHK'D: JB
  • DWG NAME: 2046
  • CADFILE: 2046
  • FIGURE: 4
  • ENGINEERING FIRM: ISLANDER ENGINEERING (www.islanderengineering.com)
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Extracted from: 2020 07 07 Council Agenda - Agenda - Pdf