Quality Assurance Project Plan for the 2009 Beach Sediment Study Amendment No. 1
|
|
|
- Reynold White
- 5 years ago
- Views:
Transcription
1 UPPER COLUMBIA RIVER Quality Assurance Project Plan for the 2009 Beach Sediment Study Amendment No. 1 Prepared for Teck American Incorporated P.O. Box 3087 Spokane, WA Prepared by 7900 SE 28 th Street, Suite 410 Mercer Island, WA th Avenue NE, Suite 1800 Bellevue, WA April 2010
2 Upper Columbia River Beach Sediment Study - Amendment No. I April 2010 SECTION A: PROJECT MANAGEMENT A1 TITLE AND APPROVAL SHEET Quality Assurance Project Plan for the 2009 Beach Sediment Study amendment no.-], Approvals EPA Project Coordinator: Helen Bottcher nj2w*^ -/-(<- jj() EPA Quality Assurance (QA) Manager: Gina Grepo-Grove Date: Teck Project Coordinator: Marko Adzic Date: Task QA Coordinator: Craig Hutchings _ ^ Date: 7/Z //p Integral Consulting hie, in I'arametrix, Inc.
3 A2 TABLE OF CONTENTS SECTION A: PROJECT MANAGEMENT...iii A1 TITLE AND APPROVAL SHEET...iii A2 TABLE OF CONTENTS... v A3 DISTRIBUTION LIST... ix A4 INTRODUCTION... A 1 A4.1 Introduction... A 1 A4.2 Modifications... A 1 SECTION B: REFERENCES...B 1 Integral Consulting Inc. v Parametrix, Inc.
4 LIST OF FIGURES Figure A 1. Figure A 2. Figure A 3. Figure A 4. Figure A 5. China Bend Beach Sediment Sampling Stations Summer Island Beach Sediment Sampling Stations Barnaby Island Beach Sediment Sampling Stations Dalles Orchard Beach Sediment Sampling Stations Northport Boat Launch Beach Sediment Sampling Stations Integral Consulting Inc. vii Parametrix, Inc.
5 A3 DISTRIBUTION LIST EPA Project Coordinator: EPA QA Manager: Teck Project Coordinator: Task Manager: Task QA Coordinator: Task Field Supervisor: Helen Bottcher Gina Grepo-Grove Marko Adzic Joss Moore Craig Hutchings Ian Stupakoff Integral Consulting Inc. ix Parametrix, Inc.
6 Upper Columbia River Beach Sediment Study Amendment No. 1 April 2010 A4 INTRODUCTION A4.1 Introduction This amendment outlines proposed sampling plan modifications to five beaches as outlined within the March 2009 beach sediment study quality assurance project plan (QAPP). The modifications outlined herein are limited to targeting suitable fine grain sediment substrate at five beaches outlined and approved per the March 2009 QAPP. The five beaches include: 1) Dalles Orchard, 2) China Bend, 3) Summer Island, 4) Barnaby Island, and 5) Northport Boat Launch. All other aspects associated with field sampling and handling procedures, laboratory analysis, Quality Assurance/Quality Control (QA/QC) measures, and data validation activities remain unchanged from the approved QAPP (March 2009). A4.2 Modifications With the exception of Dalles Orchard and the Northport Boat Launch where the sampling design for surface samples will be modified from five composites of 12 samples per composite (5 12) to three composites of 12 samples per composite (3 12), the sampling design remains unchanged from the March 2009 QAPP for China Bend, Summer Island, and Barnaby Island. The only required modification at China Bend, Summer Island, and Barnaby Island is to refine the sampling area (i.e., polygon) to encompass fine grained sediments as illustrated within Figures A 1, A 2, and A 3, respectively. Due to their relatively small size the sampling grid at Dalles Orchard and the Northport Boat Launch was redesigned to 3 12 and as illustrated within Figures A 4 and A 5, respectively. Integral Consulting Inc. A 1 Parametrix, Inc.
7 Upper Columbia River Beach Sediment Study Amendment No. 1 April 2010 SECTION B: REFERENCES Teck American Incorporated Upper Columbia River: Quality Assurance Project Plan for the 2009 Beach Sediment Study. Prepared for Teck American Incorporated. March, Integral Consulting Inc., Seattle, WA, and Parametrix, Bellevue, WA. Integral Consulting Inc. B 1 Parametrix, Inc.
8 FIGURES
9 S:\mi\C521_UCR_RIFS_BeachSed\MapProducts\Sampling\BeachSamp_Indx5_ mxd Stevens 25 The sample grid spacing is 10 meters. The total area of the Sampling Area is square meters or square feet. Sample Locations Surface Reserved Expected Exposed Beach Bathymetry Elevation (1949 Survey) 1250 ft AMSL Meters Figure A-1. Feet Upper Columbia River, WA
10 S:\mi\C521_UCR_RIFS_BeachSed\MapProducts\Sampling\BeachSamp_Indx10_ mxd Ferry Stevens 25 Marcus The sample grid spacing is 10 meters. The total area of the Sampling Area is square meters or square feet. Sample Locations Surface Subsurface Reserved Expected Exposed Beach Bathymetry Elevation (1949 Survey) 1250 ft AMSL Meters Figure A-2. Feet Upper Columbia River, WA
11 S:\mi\C521_UCR_RIFS_BeachSed\MapProducts\Sampling\BeachSamp_Indx18_ mxd Ferry helium Kettle Falls Inc25 Stevens Indx18_SampLocs_join The sample grid spacing is 10 meters. The total area of the Sampling Area is square meters or square feet. Sample Locations Surface Subsurface Reserved Expected Exposed Beach Bathymetry Elevation (1949 Survey) 1250 ft AMSL Meters Figure A-3. Feet Upper Columbia River, WA
12 S:\mi\C521_UCR_RIFS_BeachSed\MapProducts\Sampling\BeachSamp_Indx3_ mxd Stevens 25 The sample grid spacing is 2 meters. The total area of the Sampling Area is 1025 square meters or square feet. Sample Locations Surface Subsurface Reserved Expected Exposed Beach Bathymetry Elevation (1949 Survey) 1250 ft AMSL Meters Figure A-4. Feet Upper Columbia River, WA
13 S:\mi\C521_UCR_RIFS_BeachSed\MapProducts\Sampling\BeachSamp_Indx2_v2_5x12_ Stevens 251 Northport A laddin The sample grid spacing is 2.5 meters. The total area of the Sampling Area is square meters or square Sample Locations Surface Subsurface Reserved Expected Exposed Beach Bathymetry Elevation (1949 Survey) 1250 ft AMSL Meters Feet Figure A-5. Upper Columbia River, WA
UPPER COLUMBIA RIVER REMEDIAL INVESTIGATION AND FEASIBILITY STUDY
UPPER COLUMBIA RIVER REMEDIAL INVESTIGATION AND FEASIBILITY STUDY Quality Assurance Project Plan for the Assessment of Sediment Toxicity to White Sturgeon (Acipenser transmontanus) Amendment No. 1 Prepared
LOWER DUWAMISH WATERWAY CLAM COLLECTION FINAL AND CHEMICAL ANALYSES QUALITY ASSURANCE PROJECT PLAN ADDENDUM. Lower Duwamish Waterway Group
LOWER DUWAMISH WATERWAY CLAM COLLECTION AND CHEMICAL ANALYSES QUALITY ASSURANCE PROJECT PLAN ADDENDUM FINAL Prepared for Lower Duwamish Waterway Group For submittal to US Environmental Protection Agency
David Moore, PacifiCorp Cultural Resources Coordinator Denise DeJoseph, Project Archaeologist
References DeJoseph, Denise 2011 Lewis River HPMP: Swift Camp FSC Survey Negative Results. Memo report submitted by Historical Research Associates to PacifiCorp, Portland, Oregon. Copies available at PacifiCorp,
PRESENTATION TITLE. Regional Sediment Management Application of a Coastal Model at the St. Johns River Entrance BUILDING STRONG
PRESENTATION TITLE Regional Sediment Management Application of a Coastal Model at the St. Johns River Entrance Steven Bratos Senior Coastal Engineer U.S. Army Corps of Engineers Jacksonville District February
Technical Memorandum
2855 Telegraph Avenue, Suite 4, Berkeley, CA 9475, Phone (51) 848-898, Fax (51) 848-8398 Technical Memorandum Date: September 6, 27 To: Mr. Michael Bowen, Project Manager From: Yantao Cui, Ph.D., Hydraulic
Historical Bathymetric Data for the Lower Passaic River
Historical Bathymetric Data for the Lower Passaic River 4th Passaic River Symposium June 22nd, 2010 Dr. William Hansen Jeffrey Cranson Worcester State College Project Supported by The Hudson River Foundation
Seagrass Transplantation & Environmental & Marine Consulting Services, Inc. Drew Campbell, Vice President & Lead Scientst.
Indian River Lagoon Symposium Seagrass Transplantation & Project Considerations Environmental & Marine Consulting Services, Inc. Drew Campbell, Vice President & Lead Scientst March 26 th, 2013 Regulatory
HyMet Company. Streamflow and Energy Generation Forecasting Model Columbia River Basin
HyMet Company Streamflow and Energy Generation Forecasting Model Columbia River Basin HyMet Inc. Courthouse Square 19001 Vashon Hwy SW Suite 201 Vashon Island, WA 98070 Phone: 206-463-1610 Columbia River
Appendix A Total Dissolved Gas. Fixed Monitoring Stations
Appendix A 2017 Total Dissolved Gas Fixed Monitoring Stations Updated October 2017 This page is purposely left blank for duplex printing. Introduction The Corps fixed monitoring station (FMS) system is
Near-Field Sturgeon Monitoring for the New NY Bridge at Tappan Zee. Quarterly Report October 1 December 31, 2014
Near-Field Sturgeon Monitoring for the New NY Bridge at Tappan Zee Quarterly Report October 1 December 31, 2014 Prepared by AKRF, Inc. 7250 Parkway Drive, Suite 210 Hanover, MD 21076 for New York State
Soil Sampling Results Former Truck Maintenance Garage
Soil Sampling Results Former Truck Maintenance Garage Maine Yankee Decommissioning Project Corrective Measures Study May 2004 Prepared for: Maine Yankee 321 Old Ferry Road, Bailey Point Wiscasset, ME 04578
MINERAL MOUNTAIN RESOURCES LTD. MMV.TSX-V
MINERAL MOUNTAIN RESOURCES LTD. 201-1416 West 8 th Avenue Vancouver, B.C. V6H 1E1 T: 604-714-0111 F: 604-714-1119 MMV.TSX-V NEWS RELEASE March 3, 2011 No. 2011-04 MINERAL MOUNTAIN DRILLS 3.17 g/t OVER
Habitat Monitoring Update Hudson River CAG November 16, 2017
Habitat Monitoring Update Hudson River CAG November 16, 2017 Habitat Reconstruction Overview: Habitats A habitat replacement program is being implemented in an Adaptive Management context to reconstruct
Create your own map for tidepooling, beach field trips, boating, camping, kayaking, fishing, and exploring the beaches in Southcentral Alaska.
Create your own map for tidepooling, beach field trips, boating, camping, kayaking, fishing, and exploring the beaches in Southcentral Alaska. Here s an opportunity to download and customize your own free
Highland Lake Bathymetric Survey
Highland Lake Bathymetric Survey Final Report, Prepared For: The Town of Highland Lake 612 Lakeshore Drive Oneonta, AL 35121 Prepared By: Tetra Tech 2110 Powers Ferry Road SE Suite 202 Atlanta, GA 30339
Mineral Resource Estimate Comparison at 3 g/t Au cut-off
HARTE GOLD CORP. 8 King Street East, Suite 1700 Toronto, Ontario, M5C 1B5 Tel: 416-368-0999 Fax: 416-368-5146 Harte Gold Announces 2018 Drilling Increases Indicated Mineral Resources by 55% Overall Resource
Colorado River: Mile 8 to Mile 13.5
Colorado River: Mile to Mile. +00 +00 +00 0+00 0+00 +00 00+00 +00 +00 +00 +00 +00 +00 +00 +00 +00 +00 0+00 +00 +00 +00 +00 +00 0+00 +00 +00 0+00 +00 +00 +00 +00 0+00 +00 +00 +00 +00 +00 +00 +00 0+00 0+00
MaxDepth Aquatics, Inc.
MaxDepth Aquatics, Inc. Bathymetry of Mirror Pond From Newport Bridge to Galveston Bridge Prepared for the City of Bend By Joseph Eilers & Benn Eilers MaxDepth Aquatics, Inc. Bend, OR June 2005 INTRODUCTION
Sediment Traps. CAG Meeting May 21, 2012
Sediment Traps CAG Meeting May 21, 2012 Agenda Background Fundamentals of Sediment Transport Sediment Trap Existing Information Next Steps 2 The Site Saginaw River 22 mile river beginning at confluence
Estimated Sediment Volume: Bridge Street Dam Impoundment, Royal River, Yarmouth, Maine
University of Southern Maine USM Digital Commons Publications Casco Bay Estuary Partnership (CBEP) 2015 Estimated Sediment Volume: Bridge Street Dam Impoundment, Royal River, Yarmouth, Maine Stantec Follow
Geoduck Floating Nursery Monitoring Plan, Quarterly Reporting
December 23, 2014 Mason County Department of Community Development Attn: Grace Miller, Senior Planner 411 N. Fifth Street PO Box 279 Shelton, WA 98584 Re: Geoduck Floating Nursery Monitoring Plan, Quarterly
Appendix F4.11 Geologic Unit Summaries, Hazard Areas, and Boring Locations
Appendix F4.11 Geologic Unit Summaries, Hazard Areas, and Boring Locations Appendix F4.11 Geologic Unit Summaries and Hazard Areas TABLE F4.11-1 Summary of Geologic Units and their Engineering Properties
Chesapeake Bay Remote Sensing Pilot Executive Briefing
Chesapeake Bay Remote Sensing Pilot Executive Briefing Introduction In his Executive Order 13506 in May 2009, President Obama stated The Chesapeake Bay is a national treasure constituting the largest estuary
Bishopville Prong Study
Bathymetric and Sediment Assessment in the Bishopville Prong of St. Martin River Darlene V. Wells, Richard A. Ortt, Jr., and Stephen Van Ryswick Funded by MCBP 2011-2012 Implementation Grant Objectives
FY 2002 ANNUAL PROJECT REPORT PROJECT NUMBER: 107. I. Project Title: Gunnison River / Aspinall Unit Temperature Model: Phase II
COLORADO RIVER RECOVERY PROGRAM RECOVERY PROGRAM FY 2002 ANNUAL PROJECT REPORT PROJECT NUMBER: 107 I. Project Title: Gunnison River / Aspinall Unit Temperature Model: Phase II II. Principal Investigators:
February 27, Jim Ruff, Manager, Mainstem Passage and River Operations. March 2008 Runoff Forecast and Power Supply Status
W. Bill Booth Chair Idaho James A. Yost Idaho Tom Karier Washington Richard K. Wallace Washington Bruce A. Measure Vice-Chair Montana Rhonda Whiting Montana Melinda S. Eden Oregon Joan M. Dukes Oregon
Appendix I. Dredged Volume Estimates. Draft Contractor Document: Subject to Continuing Agency Review
Appendix I Dredged Volume Estimates Draft Contractor Document: Subject to Continuing Agency Review Interoffice Correspondence Date: April 6, 2007 To: L. Bossi (WHI) Copy: S. Thompson (WHI), B. Fidler (NNJ)
Physical modeling to guide river restoration projects: An Overview
Physical modeling to guide river restoration projects: An Overview Scott Dusterhoff¹, Leonard Sklar², William Dietrich³, Frank Ligon¹, Yantao Cui¹, and Peter Downs¹ ¹Stillwater Sciences, 2855 Telegraph
Jackie Rambo December 5, 2017 GIS Final Project Relationship between Delta Geometry and Associated Water Discharge
Jackie Rambo December 5, 217 GIS Final Project Relationship between Delta Geometry and Associated Water Discharge Purpose A delta s geometry can be based on a variety of factors such as topographic relief
Hydrodynamic model of St. Clair River with Telemac-2D Phase 2 report
Hydrodynamic model of St. Clair River with Telemac-2D Phase 2 report Controlled Technical Report CHC-CTR-084 revision 1 March 2009 NRC-CHC has prepared this report for the International Joint Commission
DRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.4 SEISMIC SLOPE STABILITY ANALYSES
DRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.4 SEISMIC SLOPE STABILITY ANALYSES Parsons P:\Honeywell -SYR\444576 2008 Capping\09 Reports\9.3 December 2009_Capping and
Two-Dimensional Simulation of Truckee River Hydrodynamics
Two-Dimensional Simulation of Truckee River Hydrodynamics by Stephen H. Scott PURPOSE: The purpose of this Coastal and Hydraulics Engineering Technical Note (CHETN) is to demonstrate the use of multidimensional
Topographic Maps. More than a Road Map
Topographic Maps More than a Road Map What is a Topographic Map? Scaled representation of features on the surface of the Earth such as roads, rivers, and plains Provides information about land elevations
SAMPLE. SITE SPECIFIC WEATHER ANALYSIS Wind Report. Robinson, Smith & Walsh. John Smith REFERENCE:
SAMPLE SITE SPECIFIC WEATHER ANALYSIS Wind Report PREPARED FOR: Robinson, Smith & Walsh John Smith REFERENCE: JACK HIGGINS / 4151559-01 CompuWeather Sample Report Please note that this report contains
South San Francisco Bay Shoreline Studies for EIA 11 with Project Conditions
South San Francisco Bay Shoreline Studies for EIA 11 with Project Conditions U.S. Army Corps of Engineers San Francisco District Ms. Lisa Andes Mr. Craig Conner Dr. Frank Wu Dr. Jen-Men Lo Dr. Michael
WHITE POINT LANDSLIDE GEOTECHNICAL INVESTIGATION November 29, 2012 Status Report
Gary Lee Moore, P.E., City Engineer Vince Jones, P.E., Deputy City Engineer WHITE POINT LANDSLIDE GEOTECHNICAL INVESTIGATION November 29, 2012 Status Report White Point Landslide Geotechnical Investigation
RECENT SEDIMENTS OF CALIFORNIA PART A. INTRODUCTION AND GRAIN SIZE ANALYSIS HYDRAULIC ENGINEERING LABORATORY COLLEGE OF ENGINEERING C.
HEL-2-19! 9* I 1 f RECENT SEDIMENTS OF BOLINAS BAY CALIFORNIA PART A. INTRODUCTION AND GRAIN SIZE ANALYSIS by C. ISSELHARDT L. OSUCH RWILDE. HYDRAULIC ENGINEERING LABORATORY COLLEGE OF ENGINEERING UNIVERSITY
Remote Sensing / GIS Conference. The Louisiana Proposed Elevation for the Nation Business Plan Components
Remote Sensing / GIS Conference 08 April 2008 The Louisiana Proposed Elevation for the Nation Business Plan Components David Gisclair, Louisiana Oil Spill Coordinators Office, Office of the Governor david.gisclair@la.gov
Coastal Zone Mapping and Imaging Lidar (CZMIL)
Coastal Zone Mapping (CZMIL) Shallow Survey 2012 Wellington, New Zealand Christopher L. Macon U.S. Army Corps of Engineers, Mobile District Joint Airborne Lidar Bathymetry Technical Center of expertise
Development and application of demonstration MIKE 21C morphological model for a bend in Mekong River
Development and application of demonstration MIKE 21C morphological model for a bend in Mekong River September 2015 0 Table of Contents 1. Introduction... 2 2. Data collection... 3 2.1 Additional data...
Name: Mid-Year Review #2 SAR
Name: Mid-Year Review #2 SAR Base your answers to questions 1 through 3 on on the diagram below, which shows laboratory materials used for an investigation of the effects of sediment size on permeability,
Los Chapitos Copper-Gold Project
Los Chapitos Copper-Gold Project New Copper-Gold Zones Discovered, Expanded Copper Footprint September 2018 TSX.V : COR OTCQB : CAMZF WKN: A116E1 1January 1, 2019 CAUTIONARY STATEMENT Certain information
Who is polluting the Columbia River Gorge?
Who is polluting the Columbia River Gorge? Final report to the Yakima Nation Prepared by: Dan Jaffe, Ph.D Northwest Air Quality, Inc. 7746 Ravenna Avenue NE Seattle WA 98115 NW_airquality@hotmail.com December
TABLE 1 SSFL CHEMICAL SOIL BACKGROUND STUDY DATA QUALITY OBJECTIVES
Problem Statement: Soil chemical concentration data for selected constituents are needed from off-site chemical background reference areas (CBRAs) to establish a regulatory-compliant, publicly-reviewed,
EXHIBIT H LOT 317 GRADING AND SITE PLAN
EXHIBIT H LOT 317 GRADING AND SITE PLAN EXHIBIT I LOT 317 ELEVATIONS ridge height 4915'-6" GENERAL & KEYED NOTES ridge height 4905'-9" 3 7 4 A5.1 1 5 ridge height 4910'-6" 2 ridge height 4906'-3" 1 Provide
September 21, 2004 GeoInsight Project
GeoInsight, Inc. GeoInsight, Inc. GeoInsight, Inc. 75 Gilcreast Road, Suite 210 319 Littleton Road, Suite 105 Corporate Ten Center Londonderry, NH 03053-3566 Westford, MA 01886 1781 Highland Avenue, Suite
M e r c e r I s l a n d, W A
Island Corporate Center M e r c e r I s l a n d, W A The most prestigious address on Mercer Island T h e o n l y t r u e C l a s s A b u i l d i n g i n d o w n t o w n M e r c e r I s l a n d C o n v
Appendix C Surface Water and Groundwater Interaction Memorandum
Texas Custodial Trust 2301 West Paisano Drive El Paso, Texas 79922 Appendix C Surface Water and Groundwater Interaction Memorandum 6835001 Malcolm Pirnie, Inc. 410 N. 44 th Street, Suite 1000 Phoenix,
Canal Velocity Indexing at Colorado River Indian Tribes (CRIT) Irrigation Project in Parker, Arizona using the SonTek Argonaut SL
Canal Velocity Indexing at Colorado River Indian Tribes (CRIT) Irrigation Project in Parker, Arizona using the SonTek Argonaut SL Authors: Dr. Stuart Styles P.E., Mark Niblack, Beau Freeman Abstract An
SURVEYING AND MAPPING, INC. COORDINATE DATA SHEET JOB: CITY OF DECATUR CLIENT: CITY OF DECATUR SAM JOB#:
13 March 2001 SURVEYING AND MAPPING, INC. COORDINATE DATA SHEET JOB: CITY OF DECATUR CLIENT: CITY OF DECATUR SAM JOB#: 21038-20 HORIZONTAL DATUM: NAD-83 GEODETIC VERTICAL STATION ID LATITUDE LONGITUDE
High Resolution Numerical Models of Tidal Marshes in the Delaware Bay
High Resolution Numerical Models of Tidal Marshes in the Delaware Bay Ramona Stammermann Dept. of Civil, Architectural & Environmental Engineering, Drexel University, Philadelphia, PA Michael Piasecki
Examination of Direct Discharge Measurement Data and Historic Daily Data for Selected Gages on the Middle Mississippi River,
Examination of Direct Discharge Measurement Data and Historic Daily Data for Selected Gages on the Middle Mississippi River, 1861-2008 - Richard J. Huizinga, P.E. U.S. Geological Survey Missouri Water
To: Ross Martin, Lisa Stapleton From: Brad Lind Subject: Joint Funding Agreement with USGS for 2012 Imagery Date: March 14, 2012.
To: Ross Martin, Lisa Stapleton From: Brad Lind Subject: Joint Funding Agreement with USGS for 2012 Imagery Date: March 14, 2012 Attached are two copies of the Joint Funding Agreement (JFA) between SanGIS
Decline of Lake Michigan-Huron Levels Caused by Erosion of the St. Clair River
Decline of Lake Michigan-Huron Levels Caused by Erosion of the St. Clair River W.F. & Associates Coastal Engineers (in association with Frank Quinn) April 13, 2005 Outline Problem Definition Understanding
Wind Resource Data Summary Cotal Area, Guam Data Summary and Transmittal for December 2011
Wind Resource Data Summary Cotal Area, Guam Data Summary and Transmittal for December 2011 Prepared for: GHD Inc. 194 Hernan Cortez Avenue 2nd Floor, Ste. 203 Hagatna, Guam 96910 January 2012 DNV Renewables
GROUNDWATER MONITORING DATA 2016 SAMPLING EVENT HARSHAW CHEMICAL COMPANY FUSRAP SITE
GROUNDWATER MONITORING DATA 2016 SAMPLING EVENT HARSHAW CHEMICAL COMPANY FUSRAP SITE U.S. Army Corps of Engineers Buffalo District Building Strong April 2017 ly Utilized Sites Remedial Action Program The
DGS Digital Geologic Information Resource (DGIR) User Guide
DGS Digital Geologic Information Resource (DGIR) User Guide Developed by the Delaware Geological Survey. Revised January 2012. TABLE OF CONTENTS I. INTRODUCTION II. DGIR LAYOUT III. TOOLBARS IV. USING
Internal Waves and Mixing in the Aegean Sea
Internal Waves and Mixing in the Aegean Sea PI: Michael Gregg Applied Physics Lab/Univ. Washington, Seattle, WA 98105 phone: (206) 543-1353 fax: (206) 543-6785 email: gregg@apl.washington.edu CO-PI: Matthew
September 7, 2017 (Revised November 1, 2017)
September 7, 2017 (Revised November 1, 2017) Project No. 10113.002 Environmental Advisors 2400 East Katella Avenue, Suite 800 Anaheim, California 92806 Attention: Subject: Mr. Greg McCafferty Response
Water Supply Forecast - THE DALLES http://www.nwrfc.noaa.gov/water_supply/ws_forecasts.php?id=tdao3 Page 1 of 1 3/7/2013 Close Archive Data/Normals Rankings Adjustments Verification Verify All Years Help
FOR 274 Assignment 3 [20 points] This assignment should be completed and handed at the start of lecture on Friday 16th September.
![FOR 274 Assignment 3 [20 points] This assignment should be completed and handed at the start of lecture on Friday 16th September.](/thumbs/90/101578770.jpg "FOR 274 Assignment 3 [20 points] This assignment should be completed and handed at the start of lecture on Friday 16th September.")
FOR 274 Assignment 3 [20 points] Name: This assignment should be completed and handed at the start of lecture on Friday 16th September. 1. Convert the following bearings to azimuths: a. N35 W b. S22 E
Multibeam Hydrographic Survey Use for Construction Control of Filling and Ground Improvement Activities
Multibeam Hydrographic Survey Use for Construction Control of Filling and Ground Improvement Activities WEDA Cincinnati April 10, 2014 Ray Wood C.Eng Executive Vice President Fugro Consultants Inc Advantages
MPCA Water Quality Database
Appendix : MPCA Water Quality Database meta-data descriptions and requirements Project information 1 Project ID Project name Project purpose Start date Name of the monitoring project Reason why the monitoring
Superstorm Sandy Willis Re s post-event field damage survey preliminary report
HURRICANE DAMAGE SURVEY REPORT event November 8, 2012 Superstorm Sandy Willis Re s post-event field damage survey preliminary report Immediately after Sandy s landfall, representatives of Willis Re s Catastrophe
DEPARTMENT OF THE ARMY BADGER ARMY AMMUNITION PLANT S7273 BLUFF ROAD MERRIMAC, WISCONSIN June 6, 2018
DEPARTMENT OF THE ARMY BADGER ARMY AMMUNITION PLANT S7273 BLUFF ROAD MERRIMAC, WISCONSIN 53561 June 6, 2018 SUBJECT: Gruber s Grove Bay Sediment Sampling Work Plan Addendum Mr. Bill Fitzpatrick, P.E.,
Project No India Basin Shadow Study San Francisco, California, USA
Project No. 432301 India Basin Shadow Study San Francisco, California, USA Numerical Modelling Studies 04 th June 2018 For Build Inc. Report Title: India Basin Shadow Study San Francisco, California, USA
Chapter 7 Mudflow Analysis
Chapter 7 Mudflow Analysis 7.0 Introduction This chapter provides information on the potential and magnitude of mud floods and mudflows that may develop in Aspen due to rainfall events, snowmelt, or rain
24 October Dear Shareholders, 2014 ANNUAL REPORT
Azumah Resources Limited ABN 72 112 320 251 Suite 2, 11 Ventnor Avenue West Perth WA 6005 PO Box 1073 West Perth WA 6872 P +618 9486 7911 F +618 9481 4417 W www.azumahresources.com.au E info@azumahresources.com.au
Coastal and Hydraulics Laboratory
ERDC/CHL TR-05-6 Texas City Ship Channel Deepening Study, Hydrodynamic Model Lisa M. Lee, Jennifer N. Tate, and R. C. Berger August 2005 Coastal and Hydraulics Laboratory Approved for public release; distribution
Quality Assurance Project Plan (QAPP) - Vegetation Survey of Huron Creek Houghton, MI
Quality Assurance Project Plan (QAPP) - Vegetation Survey of Huron Creek Houghton, MI Prepared By: Linda D. Kersten, Dr. Alex S. Mayer Michigan Technological University, Center for Water & Society Prepared
MILITARY SPECIFICATION DIGITAL LANDMASS BLANKING (DLMB) DATA PROGRAM
METRIC MIL-D-89021 15 June 1991 SUPERSEDING PS/1CJ/010 September 1983 MILITARY SPECIFICATION DIGITAL LANDMASS BLANKING (DLMB) DATA PROGRAM This specification is approved for use by all Departments and
LAKE SURVEY REPORT. Fisheries Management. DOW Number: Survey ID Date: 07/31/2017. Lake Identification. Lake Location. Legal Descriptions
Fisheries Management LAKE SURVEY REPORT Lake Name: Kroon Survey Type: Targeted Survey DOW Number: 13-0013-00 Survey ID Date: 07/31/2017 Lake Identification Alternate Lake Name: N/A Primary Lake Class ID:
USING GRIDDED MOS TECHNIQUES TO DERIVE SNOWFALL CLIMATOLOGIES
JP4.12 USING GRIDDED MOS TECHNIQUES TO DERIVE SNOWFALL CLIMATOLOGIES Michael N. Baker * and Kari L. Sheets Meteorological Development Laboratory Office of Science and Technology National Weather Service,
1. The topographic map below shows a depression contour line on Earth's surface.
1. The topographic map below shows a depression contour line on Earth's surface. Points A, B, C, and D represent surface locations. Contour line elevations are in feet. Which profile best shows the topography
Geotechnical Investigation Juneau Seawalk - Taku Fisheries to Miner s Wharf Juneau, Alaska DM&A Job No
Duane Miller & Associates 5821 Arctic Boulevard, Suite A Anchorage, AK 99518-1654 (907) 644-3200 Fax 644-0507 Arctic & Geotechnical Engineering May 4, 2006 Tetra Tech/KCM, Inc. 1971 First Avenue Seattle,
TREASURE EXCAVATION MANAGEMENT PLAN. PREPARED FOR: MPE INC. PO BOX 2429 PARK CITY, UTAH
TREASURE EXCAVATION MANAGEMENT PLAN PREPARED FOR: MPE INC. PO BOX 2429 PARK CITY, UTAH 84060 psbro23@mac.com December 15, 2008 December 15, 2008 Park City Municipal Corporation Planning Commission P.O.
MARTIN COUNTY BOARD OF COUNTY COMMISSIONERS
MARTIN COUNTY BOARD OF COUNTY COMMISSIONERS 4 S.E. MONTEREY ROAD STUART, FL 34996 DOUG SMITH Commissioner, District ED FIELDING Commissioner, District ANNE SCOTT Commissioner, District 3 SARAH HEARD Commissioner,
Approximately how many inches of average yearly precipitation does Rochester, New York, receive?
1. Base your answer to the following question on the isoline map below, which shows the average yearly precipitation, in inches, across New York State. Approximately how many inches of average yearly precipitation
IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION
IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION Nancy Case O Bourke, PE 1, Gregory L. Hartman, PE 2 and Paul Fuglevand, PE 3 ABSTRACT In-situ specific gravity
ONONDAGA LAKE PRE-DESIGN INVESTIGATION: PHASE I WORK PLAN Onondaga County, New York
ONONDAGA LAKE PRE-DESIGN INVESTIGATION: Onondaga County, New York Prepared For: 101 Columbia Road Morristown, New Jersey 07962 Prepared By: Parsons 290 Elwood Davis Road, Suite 312 Liverpool, New York
15 March 2010 Re: Draft Native Vegetation of the Sydney Metropolitan Catchment Management Authority Area GIS layers and explanatory reports
SYDNEY COASTAL COUNCILS GROUP Inc. C/- City of Sydney Council Level 14, 456 Kent Street GPO Box 1591, SYDNEY NSW 2001 Phone: (02) 9246 7791 Facsimile: (02) 9265 9660 Email: info@sydneycoastalcouncils.com.au
Erratic Behavior on Rattlesnake Mountain, Hanford Reach National Monument, South-Central Washington
Erratic Behavior on Rattlesnake Mountain, Hanford Reach National Monument, South-Central Washington Bruce Bjornstad, Pacific Northwest National Laboratory Elysia Jennett, Northern Arizona University Jenna
Savannah Harbor Expansion Project
Savannah Harbor Expansion Project Evaluation of Hurricane Surge Impacts with Proposed Mitigation Plan December 2007 Introduction This report summarizes the results of hurricane surge impacts with implementation
Decoding Topographic Maps
Name: Date: 1. Base your answer(s) to the following question(s) on the topographic map below and on your knowledge of Earth science. Letters A through F represent locations on the map. What is the contour
Island Design. UMRS EMP Regional Workshop. Presentation for the
Island Design Presentation for the UMRS EMP Regional Workshop by Jon Hendrickson Hydraulic Engineer Regional Technical Specialist, Water Quality and Habitat Restoration August 17 19, 2005 Project Delivery
APPENDIX B SUBSURFACE EXPLORATIONS
APPENDIX B SUBSURFACE EXPLORATIONS 51-1-10079-028 APPENDIX B SUBSURFACE EXPLORATIONS TABLE OF CONTENTS Page B.1. B.2. B.3. B.4. B.5. B.6. B.7. GENERAL...B-1 HEALTH AND SAFETY PLAN...B-1 DRILLING PROCEDURES...B-1
Geomorphology Studies
Geomorphology Studies Technical Workgroup Meeting February 14, 2012 Prepared by: Tetra Tech Prepared for: Alaska Energy Authority Overall Goal Geomorphology Studies Two studies Geomorphology Study (RSP
PHYSICAL WORK REPORT ON THE. KINGDOMlwINERAL LILLOOET MINING DIVISION. NTS Map Sheet 92J/15W. Co-Ordinates North: East
PHYSICAL WORK REPORT ON THE KINGDOMlwINERAL CLAIM LILLOOET MINING DIVISION NTS Map Sheet 92J/15W Co-Ordinates North: 50 48 East 120 48 For Assessment Work BY Edward Skoda October 15,2002 Vancouver, British
M E M O R A N D U M. Mr. Jonathan K. Thrasher, P.E. and Mr. Ian Kinnear, P.E. PSI
M E M O R A N D U M TO: FROM: Mr. Mark Schilling Gulf Interstate Engineering Mr. Jonathan K. Thrasher, P.E. and Mr. Ian Kinnear, P.E. PSI DATE: November 11, 2014 RE: Summary of Findings Geotechnical Study
Hydraulic Modeling of the Missoula Ice Dam Failure. Christopher R. Goodell, P.E., D.WRE WEST Consultants, Salem, OR
Hydraulic Modeling of the Missoula Ice Dam Failure Christopher R. Goodell, P.E., D.WRE WEST Consultants, Salem, OR 1 Introduction 10-40 thousand years ago during the last ice age Image courtesy gis4geomorphology.com
Technical Memorandum. City of Salem, Stormwater Management Design Standards. Project No:
Technical Memorandum 6500 SW Macadam Avenue, Suite 200 Portland, Oregon, 97239 Tel: 503-244-7005 Fax: 503-244-9095 Prepared for: Project Title: City of Salem, Oregon City of Salem, Stormwater Management
Draft exercise for share fair at Bozeman workshop only. This exercise is not ready for distribution. Please send helpful suggestions to
Draft exercise for share fair at Bozeman workshop only. This exercise is not ready for distribution. Please send helpful suggestions to foleyd@plu.edu Figure list 1. Trailer photograph 2. Location map
Provläsningsexemplar / Preview INTERNATIONAL STANDARD ISO Second edition
INTERNATIONAL STANDARD ISO 6974-1 Second edition 2012-05-15 Natural gas Determination of composition and associated uncertainty by gas chromatography Part 1: General guidelines and calculation of composition
SAMPLE. SITE SPECIFIC WEATHER ANALYSIS Wind Report. Robinson, Smith & Walsh. John Smith. July 1, 2017 REFERENCE: 1 Maple Street, Houston, TX 77034
SAMPLE SITE SPECIFIC WEATHER ANALYSIS Wind Report PREPARED FOR: Robinson, Smith & Walsh John Smith July 1, 2017 REFERENCE: JACK HIGGINS / 4151559-01 1 Maple Street, Houston, TX 77034 CompuWeather Sample
Precision of Environmental Dredging Factors and Processes
Precision of Environmental Dredging Factors and Processes Michael Palermo - Mike Palermo Consulting, Inc. John Kern Kern Statistical Services, Inc. Presented at DREDGING 2012 October 22-25, 2012, San Diego,
Computer Simulation of Sand Ripple Growth and Migration.
Computer Simulation of Sand Ripple Growth and Migration. Douglas J. Wilson OGI School of Environmental Science and Engineering at the Oregon Health and Sciences University 20000 N.W. Walker Road, Beaverton,
Coastal and Hydraulics Laboratory
ERDC/CHL TR-15-12 Numerical Sedimentation Study of Shoaling on the Ohio River near Mound City, Illinois David Abraham, PhD., P.E., Nate Clifton, and Barry Vessels August 2015 Coastal and Hydraulics Laboratory
LOCATED IN INDIAN RIVER COUNTY PREPARED FOR S.J.R.W.M.D. AND F.W.C.D. DECEMBER, 2003 Updated 2007 Updated May 2014 PREPARED BY
FELLSMERE WATER CONTROL DISTRICT EAST MASTER DRAINAGE PLAN AND STORMWATER HYDROLOGIC ANALYSIS OF THE GRAVITY DRAINAGE SYSTEM LOCATED BETWEEN THE EAST BOUNDARY, LATERAL U, THE MAIN CANAL, AND DITCH 24 LOCATED
Coastal Impacts of Climate Change in the Northwest: A Summary of the Findings of the upcoming National Climate Assessment
Western Washington University Western CEDAR Salish Sea Ecosystem Conference 2014 Salish Sea Ecosystem Conference (Seattle, Wash.) May 1st, 3:30 PM - 5:00 PM Coastal Impacts of Climate Change in the Northwest:
NORTHERN CHILE WINTER CLOUD SEEDING FEASIBILITY/DESIGN STUDY DON A. GRIFFITH NORTH AMERICAN WEATHER CONSULTANTS (NAWC) SANDY, UTAH
NORTHERN CHILE WINTER CLOUD SEEDING FEASIBILITY/DESIGN STUDY DON A. GRIFFITH NORTH AMERICAN WEATHER CONSULTANTS (NAWC) SANDY, UTAH WMA SEMI-ANNUAL CONFERENCE SEPTEMBER 25-27, 2013 SANTIAGO, CHILE INTRODUCTION