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Contract No. W9127N-09-C-0026          U.S. Army Corps of Engineers          Portland District Columbia River Channel Improvements (CRCI) Rock Removal 2009
Vital U.S. Export Gateway Primary international export gateway for 11 states in the Pacific Northwest & Upper Midwest 	1st in the nation for U.S. wheat exports  	2nd largest export gateway on West Coast 	3rd in the world for grain exports Construction Contracts FY 2005  	Great Lakes FY 2006  	Bean/Stuyvesant FY 2007    	 J.E McAmis Inc./ Consolidated Rock at Port of Vancouver FY 2007 - 2008 Great Lakes  FY 2009     J.E. McAmis Inc.
Congressional Study Resolution	Aug 89 Feasibility Study Initiated		Apr 94 Draft Feasibility Report/EIS		Oct 98 Final Feasibility Report/EIS		Aug 99 Oregon CZMA				Dec 99 USFWS and NMFS Bi-Ops		Dec 99 Project Authorization			Dec 99 NMFS Bi-Op Withdraw			Aug 00 State Water Quality Denials		Sep 00 Corps Reinitiates Consultation	Sept 00 Corps Decides to Supplement		Jan 02 Integrated Feasibility Report/EIS Washington State Environmental Policy Act--  Port of Longview; Lead Agency NMFS and USFWS Bi-Ops		May 02 Draft Supplemental EIS		Jul 02 Final Supplemental EIS		Jan 03
St. Helen’s Area 550,000 SF Drilling and Blasting 	500,000 CY Dredging Longview Area 2,500,000 CY Dredging CRCI 2009 PROJECT COMPONENTS
ST. HELENS PROJECT COMPONENTS
Test Dig Electrical Resistivity Testing Seismic Refraction Exploration ST. HELENS AREA PRELIMINARY INVESTIGATION
     Test Dig Sample Characteristics
Introduction:  To help determine the extent of basalt bedrock and the degree of fracturing in the study area. Electrical Resistivity Exploration
Electrical Resistivity Exploration
Seismic Refraction Exploration All of the bedrock velocities measured in this study exceeded 14,600 ft/sec.
Seismic Refraction Exploration
	Rock would require preparation by blasting and efficient dredging of prepared rock would not be feasible by any means other than a large excavator type dredge. Conclusions of Preliminary Investigations
Type of explosives Blasting platform & support equipment Preparation and loading of blast holes Compliance with blast induced effects: Underwater overpressure Ground vibration Blast Patterns Schedule Determining Proper Blasting Methods
Blasting Platform and Support Equipment
Drilling Template
Dynamic Positioning System
Dynamic Positioning System
Dynamic Positioning System
Drilling Operations
Drilling Operations
Drilling Operations
Drilling Operations
Preparing Charge
CAST BOOSTER
Preparing Charge
Loading Holes
Loading Holes
Loading Holes
HYDROMITE 1500 NYC
Measuring Holes Emulsions Measurement MEASUREMENT
Stemming Holes
INITIATION SYSTEM
Typical Section of Loaded Hole
Series of Loaded Holes
Typical Overview of Production Blast
Inspection of Shot Lines
Notifications: Two Hour- 15 Minute- 5 Minute- Countdown- BLAST!!! All Clear for Survey Channel Reopened for Commercial Traffic
Fire in the Hole
Dredging and Disposal Operations
			Dredge Positioning
Outcome
Shipping Coordination
Shipping Coordination
Shipping Coordination
100% of dredge prism taken to grade 500,000 cubic yards of material transported to Ross Island Lagoon for environmental remediation No water quality violations No negative environmental impacts  Results
Total number of holes drilled: 3,750 holes + Total pounds of explosives: 240,000 lbs (120 tons) + Total feet of shot line: 1,000,000 lf + Total number of blasts: 95 blasts Total number of drilling days: 85 days Total number of jobs created: 75 (60 local jobs) Total number of man hours: 35,000 hours Total number of square feet blasted: 550,000 sf Total number of cubic yards removed: 500,000 cy Total number of lost time accidents: 0 Total number of environmental incidents: 0 Total number of salmonoids/steelhead taken: 0 Total number of marine mammals harmed: 0 Total percentage of time ahead of schedule: 25% Final Project Numbers
Questions?

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