SGS MUSCOWPETUNG ABORIGINAL CONSTRUCTION MONITORING

Similar documents
SGS MUSCOWPETUNG ABORIGINAL CONSTRUCTION MONITORING

SWAN LAKE FIRST NATION MATRIX SOLUTIONS INC. PARTNERSHIP INDIGENOUS CONSTRUCTION MONITORING WEEKLY REPORT SPREAD 9 SEPTEMBER 10TH TO SEPTEMBER 15TH

Amec Foster Wheeler 2016.

Annual CCR Landfill Inspection OML Existing Landfill OML Expansion Phase 1

EUROFLO CULVERT PIPE. Fittings / Pipes

Fact sheet. Badgers A Guide for Developers. January Page 1 of 8

HOW TO DIG A TEST PIT

This section applies to all open excavations made in the earth's surface. Excavations are defined to include trenches.

Styal Golf Course Accommodation Works Environmental Statement Non-Technical Summary 1007/6.15.2/169

INADVERTENT RETURN PLAN FOR HORIZONTAL DIRECTIONAL DRILLING (HDD)

FINAL REPORT. Yonkers Creek Migration Barrier Removal Project Wonderstump Road Del Norte County. Submitted By:

Buoyancy Control Calculated Cost Allowance for 1 Year Study Cost Estimate

Creation of Fish and Wildlife Habitat on the Closed Salmon Harbour Mine in Minto, NB

Fauna Management Procedure Environment

COAL COMBUSTION RESIDUALS FUGITIVE DUST CONTROL PLAN

ITEM 400 STRUCTURAL EXCAVATION AND BACKFILL

Attracting what you want. Controlling what you don t.

RIIWMG203D Drain and Dewater Civil Construction Site Learner Guide

ROAD OCCUPANCY PERMIT APPLICATION # Damascus Township, 60 Conklin Hill Road, Damascus, PA Tel Fax

Attracting what you want. Controlling what you don t.

Trout Unlimited Comments on the Scope of Environmental Impact Statement for the Constitution Pipeline Project, Docket No. PF12-9

Initial Annual CCR Landfill Inspection OML Existing Landfill OML Expansion Phase 1

EUROFLO CULVERT PIPE. Fittings / Pipes

TABLE OF CONTENTS LEGAL NOTICE

"STEEL FRAMED" ALUMINUM PANEL SHIELDS

WEEKLY CONSTRUCTION REPORT

Wildlife Issues With Oil and Gas Exploration. Peter D. McKone, CWB Senior Project Director

August Grounds Update

City of Burnaby Environmental Review Committee (ERC) Guide for Applicants

Annual CCR Landfill Inspection. Lansing Landfill. Interstate Power and Light Company. Prepared for:

SAFE WALKS PROGRAM FREQUENTLY ASKED QUESTIONS

SPEED SHORE MANUFACTURER S TABULATED DATA "MHS" MODELS. STEEL MANHOLE SHIELDS 4 Single Wall 4 Double Wall 4 Double Wall with Cut-Outs

ACTION PLAN FOR AER DECISION PEMBINA PIPELINE CORPORATION APPLICATIONS FOR TWO PIPELINES - PIPELINE EXPANSION PROJECT, FOX CREEK TO NAMAO

JAP Additional Information Sheet

TABLE OF CONTENTS LEGAL NOTICE

Design Data 22M. Flotation of Circular Concrete Pipe. w w I = w - x 1000 (3) (SG x 1000)

TABLE OF CONTENTS LEGAL NOTICE

SafetyBuletin. Se ingoutriggerstopreventaccidents

Monitoring excavation in the highway

Interactions and Ecosystems Practice Quiz Topic 2 - Human Impacts on Ecosystems

Technical Test Theory Crawler - Tractor/Dozer A34

Design Criteria. Design Criteria

SITE INSPECTION PROCEDURE FORM

ANNUAL INSPECTION BY A QUALIFIED PROFESSIONAL ENGINEER ALL CCR IMPOUNDMENTS CCR Rule Section (b)

CPCS renewal test factsheet

2016 Annual Inspection Report

Puget Sound Nearshore Ecosystem Restoration Project Restore America s Estuaries Conference 2012 Tampa, FL

STEEL TRENCH SHIELDS TUFF-LITE MODELS

How severely could the risk hurt someone?

Horizontal Directional Drill Contingency and Frac-Out Response Plan. Harpster-Lima Pipeline Project

STEEL TRENCH SHIELDS DW MODELS

Siting and Installation Manual

TRENCHING/SHORING/EXCAVATIONS Revision Date: 04/2017

Trout Buffer Variance

Safe distances when using explosives

The Spartan Cap Athletic Field System

COMPENSATION LAKE DESIGN CONCEPTS AND CONSTRUCTION LESSONS LEARNED

Successful slope stabilization under severe conditions

I-290 Phase I Study Area OAK PARK AVE AUSTIN BLVD. Reconstruction Area (9 miles) Oak Park RIDGELAND AVE CENTRAL AVE HARLEM AVE. Cicero.

RAILWAY LEVEL CROSSING CHECKLIST Road Safety Review of Railway Crossings

Excavation and Trenching

Suitable Applications Check dams may be appropriate in the following situations: To promote sedimentation behind the dam.

Preliminary Design of Wayzata Boulevard Improvements(CSAH 112)

Coal Combustion Residuals Annual Fugitive Dust Control Report. Prepared for Montana-Dakota Utilities Company R.M. Heskett Station.

RULES AND REGULATIONS

BMC Dragline Move Vegetation Clearing Procedure. 1 December 2016

Appendix J: Q1-Highway 35 Route Construction Plan

Wednesday, January 13, :21 AM Herring, Lydia; Schaeffer, Brad; Simcik, Robert; Cable, Chris; Riggs, Steve

Visitor Guidelines for WPC-owned Properties. Last revised 5/20/2010

2017 Annual Inspection Report

WALKABILITY CHECKLIST How walkable is your community?

Schuylkill County Parks and Recreation Rules and Regulations for Sweet Arrow Lake County Park

Aggregate Permit Applications: Natural Environment Report A.R Yes. Lands & Waters Aggregate & Petroleum Resources March 15, 2006

Welcome to the Public Meeting. Red Hill Business Park South Transportation Master Plan Addendum. December 4, :00 p.m. to 8:00 p.m.

Jacksonville. Lake City. St Augustine. Ocala Daytona Beach. Leesburg. Orlando. Cape Canaveral. Lakeland Tampa Clearwater Bartow St Petersburg

Bentgrass sod to damaged areas from April 29-May 7, #1 Fairway Irrigation Pond Culvert Drainage. July 29-30, 2014

Attachment 6. HDD Feasibility Report

Managing Wildlife Populations

Himalayan Balsam Report

Earthen Embankments. turning into larger, more costly repairs. The following. The State Dam Safety Program has inspection

EXTENT OF OBSERVATION

SPEED SHORE MANUFACTURER S TABULATED DATA MANGUARDS. October 31, 2005

INTERSECTION IMPROVEMENTS

1 National Unit credit(s) at SCQF level 5: (1 SCQF credit points at SCQF level 5*)

Interested parties are advised that the following Cease & Desist Orders were issued by the New Orleans District during the month of November.

Everything Equine. Extreme Trail Challenge 2014

Town of York, Maine Request for Proposals

Tips for Using & Printing Spreadsheets

Temporary load-bearing support for structural alterations or repairs

NOTE ON PERFORMANCE TESTING

Sediment Basin 7E-12. Design Manual Chapter 7 - Erosion and Sediment Control 7E - Design Information for ESC Measures BENEFITS.

Buried Cable Installation Practices

8.0 Fish and Wildlife Management

Vacuum Excavation in the vicinity of the Wellington Electricity Network

Fill in the rating for each section. Total up the ratings to see how your neighbourhood scores overall for walkability.

Federal Railroad Administration. HUDSON TUNNEL PROJECT: WEEHAWKEN COMMUNITY MEETING January 18, 2018

Striking an underground pipeline or underground electric line can lead to serious injury or death. If you hit either, call (800) , even if

On-Site Leaching Chamber Specifications & Features. Design & Installation Manual Minnesota

Premier Outdoor Recreation

Safe working practices to ensure the integrity of gas pipelines and associated installations

Transcription:

SGS MUSCOWPETUNG ABORIGINAL CONSTRUCTION MONITORING WEEKLY REPORT SPREAD 5 NOVEMBER 12 TH TO NOVEMBER 18 TH, 2018 Page 1 of 8

Field Observation Social and Cultural Features # of occurrences Traditional Use Area (hunting, fishing, gathering, trapping) 2 Rock Formations (rocks of significance, tipi rings, etc.) 0 Artifacts 0 Bones 0 Potential Gravesites 0 Description and Mitigation Measures HER132 (SSKP623.23-623.47)/177 (SSKP623.69-623.98), HER133 (SSKP623.87-624.12)/178 (SSKP623.69-623.98) &179 (SSKP623.69-623.98) HER 134 (SSKP624.50-624.71) HER135 (SSKP624.66-624.86) Environmental Features Mitigation Status Ongoing Further Action Required (Yes/No) Y Field Observation # of occurrences Medicinal or Cultural Plants 3 Aquatic Life 0 Animal Observations or Burrows 0 Bird Nests 0 Trees (Red Willow) 0 Wetlands 3 Description and Mitigation Measures SSKP624.02 VG-57, SSKP622.28-SSKP625.75 SK-504, SK-505 & SK-489, SK1414, SK1431 Mitigation Status Ongoing Ongoing Watercourse Crossing 3 SK-WC68, SK-WC69, SK WC1001 Ongoing Further Action Required (Yes/No) Y Y Y Page 2 of 8

Additional Observations and Summary of Activities or Concerns Started the week off at Chapleau Lake SK WC68, SSKP622+000 on the west side of the road a grader was used to level the ROW area just off the road a rope was used to close the road off but could use a high visibility ribbon on the rope to make it stand out a bit more. East side of native prairie zone up to SSKP622.28 west side of Chapleau Lake SK WC68 SSKP624.04 Banister crews were backfilling, breaking up the clay pile in preparation for backfill - heavy equipment operators were in the workspace utilizing an excavator to load up the soil in a rock truck which was used to dump the soil on the ROW, a dozer to push the soil close to the backfill area an excavator put the soil into the trench to fill up the mainline ditch at the HER133 SSKP623.68- SSKP624.12, in the rare plant site VG57 SSKP624.02 right up to the HDD exit area at SSKP624+100 also Heritage Resource TLU129/130 SSKP623.20-SSKP629.60. Also, checking out the east side of Chapleau Lake SK WC68 at SSKP624+700 the HDD entry point banister crews were prepping to move the mainline test pipe over and crib the pipeline test section inside the trench, a signaller was used to assist the side boom operators during the process, crew members also placed skids under the pipe. Everything taking place in the HER 134 SSKP624.50-SSKP624.71, HER135 SSKP624.66- SSKP624.68 & TLU131 SSKP624.30-SSKP624.50 area. Following up on progress at SSKP624+990 Banister crews were backfilling the pipeline up to SSKP625+025 an oiler was used to assist the operator, heading down to the east side of the Chapleau Lake SK WC68 SSKP624.03 located in HER134 SSKP624.50-SSKP625.71 & HER135 SSKP624.66-SSKP624.86 areas. Banister utility and deficiency crews were hoarding around the test section, crews putting up a shelter in the trench area. Another crew was making a ramp on the ditch side of the trench. and a dozer was used to clear the ROW. Midweek, Banister crews completed backfill on the west side of Chapleau Lake, SSKP626+200 Banister crews continued to level the ROW and lay down matting on the topsoil on ditch side, which is a natural mesh which encourages vegetative growth in areas that have been disturbed by construction and on the east hill crews were backfilling dozer pushing the clay into the ditch side and excavator breaking up the top soil which was then used to fill the mainline ditch area in the Unnamed drainage SK WC69 water course crossing. Finished off the week, Banister crews located on the east side of the banister crews were removing the access ramp off the road, an excavator was used to scrape the soil away then removing the culvert and placing in the workspace area on the south side of ROW, crew members removing the wing walls from the area - during that time crew members were on the road holding signs directing traffic in the area. On the east side of the road, a dozer was clearing the ditch side and building up the roach on the mainline area so that it would settle over time - it is the excess soil placed over the ditch line to compensate for soil settlement. SSKP533+000 crews were applying the tackifier which is the top soil separation layer on both top soil and seconds pile which is used to prevent the movement of the top soil by wind and rain helps to prevent soil erosion placing it to SSKP536+000 going through Wet Land Crossing SK1414 SSKP534.76-SSKP535.27. Page 3 of 8

Photos of Sites Visited & Topics Discussed This Week Backfill on west side of Chapleau Lake SK WC68 Test head in the main line ditch SSKP624+700 Page 4 of 8

Banister crew members hoarding the test section Setting up equipment at Chapleau Lake east Page 5 of 8

Soil separation layer SF4 East Road ramp removal kick off east Page 6 of 8

Approvals Prepared by Jennifer Wolfe Jennifer Wolfe November 19, 2018 Senior Construction Monitor Reviewed by Joseph Roach November 20, 2018 Project Manager Approved by Emmanuel Olotu, P.Eng. November 20, 2018 Technical Manager, Geotechnical Page 7 of 8

This document is issued by the Company under its General Conditions of Service available on request and accessible at http://www.sgs.com/terms_and_conditions.htm. Attention is drawn to the limitation of liability, indemnification and jurisdiction issues defined therein. Any other holder of this document is advised that information contained hereon reflects the Company s findings at the time of its intervention only and within the limits of Client s instructions, if any. The Company s sole responsibility is to its Client and this document does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alternation, forgery or falsification of the content of appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law. Page 8 of 8