HYDROGRAPHIC SURVEY STANDARDS AND DELIVERABLES

Similar documents
SURVEYORS BOARD OF QUEENSLAND. RTK GNSS for Cadastral Surveys. Guideline

Standard for the Australian Survey Control Network

Specifications for Post-Earthquake Precise Levelling and GNSS Survey. Version 1.0 National Geodetic Office

SPECIFICATION FOR TOPOGRAPHIC AND HYDROGRAPHIC SURVEYS OF RECLAMATION AND DREDGING WORKS

Suveying Lectures for CE 498

1. Land survey Work. 2. Civil and Structural engineering services.

Lecture # 7 Coordinate systems and georeferencing

SPECIFICATIONS FOR NEW UNDERGROUND RESIDENTIAL DISTRIBUTION SYSTEMS

GROUND CONTROL SURVEY REPORT

Oakland County Michigan Register of Deeds Plat Engineering, GIS, & Remonumentation Dept. Ph: (248) Fax (248)

CHAPTER 3 MARGINAL INFORMATION AND SYMBOLS

The coordinate system and vertical datum shall be noted in the drawing in the metadata.

Record Drawing Standards for Projects Version 2.1

Introduction to Datums James R. Clynch February 2006

PART XII: TOPOGRAPHIC SURVEYS

Optics and optical instruments Field procedures for testing geodetic and surveying instruments. Part 8:

A. Action Submittals: Written and graphic information that requires Engineer's responsive action.

Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02

JEFFERSON LAB TECHNICAL ENGINEERING & DEVELOPMENT FACILITY (TEDF ONE) Newport News, Virginia

Orthoimagery Standards. Chatham County, Georgia. Jason Lee and Noel Perkins

Site Plan/Building Permit Review

Shared Use of DGPS for DP and Survey Operations

United States - Canada Hydrographic Commission Halifax, Canada May 16, 2016

GNSS & Coordinate Systems

ELECTRONIC DRAFTING GUIDELINES

TCC/SHORE TRANSIT BUS MAINTENANCE FACILITY - PHASE II

Old House Channel Bathymetric and Side Scan Survey

East Central College

INTEGRITY AND CONTINUITY ANALYSIS FROM GPS JULY TO SEPTEMBER 2016 QUARTERLY REPORT

2. As such, Proponents of Antenna Systems do not require permitting of any kind from the Town.

PROCEDURE FOR GNSS EQUIPMENT VERIFICATION IN STATIC POSITIONING

UCCS University Hall Fire Sprinkler System Upgrade March 1, 2011 RTA SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL

SECTION SUBMITTAL PROCEDURES

NJDEP GPS Data Collection Standards for GIS Data Development

INTERNATIONAL STANDARD

TDS Ranger Survey Pro CE Version RTK Base on known Control Point. RTK Rover - Localization with Control Points.

SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS

P. 1 of 18 REPORT 1.1. TV ANTENNA RECONSTITUTION P. 1 of 18. Commercial in Confidence SAMPLE SITE (TV). 3 MARCH 2017.

The Role of F.I.G. in Leading the Development of International Real-Time Positioning Guidelines

Chapter 6 GPS Relative Positioning Determination Concepts

Survey Requirements. Design Guidelines and Standards. June Office of the University Architect

TOOLING ADDENDUM TO PPG QC Control and Use of Digital Datasets for the Purpose of Tool Fabrication and Inspection

Connecting a Cadastral Survey to PNG94 using GNSS

1.1 GENERAL RECORD DRAWING REQUIREMENTS

Connecting a Survey to PNG94 and MSL using GNSS

A NEW GEOCENTRIC DATUM FOR NEW ZEALAND

CRITERIA FOR LABORATORY ACCREDITATION IN THE FIELD OF TIME AND FREQUENCY METROLOGY

3. DESIGN SPECIFICATIONS

NORTHWESTERN UNIVERSITY PROJECT NAME JOB # ISSUED: 03/29/2017

Specific Accreditation Criteria Calibration ISO/IEC Annex. Electrical metrology

IMO RESOLUTION A.1001(25) Adopted on 29 November 2007 (Agenda item 9)

BASELINE SURVEY, VISUAL - STANDARD

Option 1. Design Options are diverse e.g. new route alignments covering a wide area. Option 2. Design Options are restricted

Using GPS to Establish the NAVD88 Elevation on Reilly The A-order HARN Station at NMSU

High Precision Positioning Unit 1: Accuracy, Precision, and Error Student Exercise

UNION COUNTY VOCATIONAL-TECHNICAL SCHOOLS West Hall Addition Project Raritan Road, Scotch Plains, NJ

Record 2013/01 GeoCat 75057

Mapping The Study Area

MINIMUM DRAWING REQUIREMENTS FOR WATER AND SEWER LINE PROJECTS

EMC Bayswater Pty Ltd. EMC COMPLIANCE REPORT In accordance with: AS/NZS CISPR 15: Indice Ecotech Pty Ltd. 14W LED Downlight

List of Figures. List of Forms

Record 2012/76 GeoCat 74975

GENERAL DESCRIPTION OF THE CMC SERVICES

PFA Update 22 June 2018

A. Action Submittals: Written and graphic information that requires Architect's responsive action.

TSA Surveying Course

City of Keizer Floodplain/Greenway Development Application

Template Planning Condition on Amplitude Modulation Noise Guidance Notes

EGYPTIAN HYDROGRAPHIC DEPARTMENT THE EGYPTIAN HYDROGRAPHIC FRAMEWORK

INS Process Outline Requirements

C Nav QA/QC Precision and Reliability Statistics

CITY OF EL MIRAGE DEVELOPMENT APPLICATION PROCESS

EGNOS status and performance in the context of marine navigation requirements

Minimum Drawing & Electronic Submittal Requirements For Record Drawings /As-Builts

Revision of BS10175:2001. The proposed changes. SCI Consultation Event July 14, Richard Owen

RESOLUTION MSC.112(73) (adopted on 1 December 2000) ADOPTION OF THE REVISED PERFORMANCE STANDARDS FOR SHIPBORNE GLOBAL POSITIONING SYSTEM (GPS)

SECTION SUBMITTAL PROCEDURES

DNVGL-CP-0338 Edition October 2015

CHAPTER 11 PRELIMINARY SITE PLAN APPROVAL PROCESS

NaviPac. 8. User s Guide to NaviPac GPS Status

Bulletin. Loss Control. Land Surveyors. Towards Achieving Measurement Redundancy* Professional Liability Insurance. Background

INTEGRITY AND CONTINUITY ANALYSIS FROM GPS JANUARY TO MARCH 2017 QUARTERLY REPORT

Record 2013/06 GeoCat 75084

TDS Survey Pro CE Version Setup RTK Base on known NAD83/WGS84 Point: Mapping Plane Geoid99 Modeling.

MISSISSIPPI STATE UNIVERSITY Office of Planning Design and Construction Administration

PRELIMINARY PLAT CHECK LIST

SOME OBSERVATIONS ON THE USE OF GPS AND CHARTS

CHAPTER 2 GEODESY AND DATUMS IN NAVIGATION

Site Plan Review Application. Interest in the Property (e.g. fee simple, land option, etc.)

Autodesk Map from A to Z

Division 1 - General Requirements

CLARK COUNTY FIRE CODE AMENDMENTS

OFFSHORE ANALYSIS & RESEARCH SOLUTIONS HOUSTON PETROLEUM SURVEYORS GROUP PERSONNEL DATA PROCESSING PARTNERSHIPS

SPECIAL PUBLIC NOTICE

Part 9: Application Procedures and Rules for Terrestrial S-DARS Undertakings (Satellite Digital Audio Radio Service)

Geodesy, Geographic Datums & Coordinate Systems

Cedar Bayou: Houston Ship Channel to U.S. Steel Dock

MARINE PRIVATE MOORAGE APPLICATION REQUIREMENTS; EXAMPLE PLANS

Appendix A Lower Columbia River Chart Datum Modeling

ERC Recommendation 54-01

Transcription:

TABLE OF CONTENTS 1. HYDROGRAPHIC SURVEY METHODOLOGY... 3 2. HYDROGRAPHIC SURVEY REFERENCE STANDARDS... 3 3. HYDROGRAPHIC SURVEY CRITERIA... 3 3.1 HYDROGRAPHIC SURVEYS OVER NON GAZETTED NAVIGABLE WATERS*:... 3 3.2 HYDROGRAPHIC SURVEYS OVER GAZETTED NAVIGABLE WATERS*:... 4 3.3 PROGRESS SURVEYS... 4 4. HYDROGRAPHIC SURVEY... 4 4.1 CHARTS, DRAWINGS AND SURVEY DATA... 5 4.2 SURVEY REPORTS... 6 5. PROCESS OWNER... 7 6. APPENDIX A... 8 6.1 LOCATION DIAGRAM... 8 6.2 GENERAL NOTES... 8 6.3 LEGEND... 9 6.4 GEODETIC PARAMETERS... 10 6.5 SCALE REFERENCED TO CHART SIZE... 11 6.6 VERTICAL CONTROL... 11 6.7 SURVEY UNCERTAINTY... 11 6.8 SURVEY APPROVAL... 12 6.9 CHART TITLE AND REVISIONS... 13 6.10 PROJECT INFORMATION... 13 A306835 Page 1 of 14

DOCUMENT AMENDMENT TABLE Version Prepared By Date Amendments 2 Marine Operations Administrator 3 Marine Operations Administrator 4 Marine Operations Administrator 9 June 2015 Minor Amendments 1 September 2015 Minor Amendments 15 October 2015 Annex A added 5 Dredging Manager 24 November 2016 Survey Report requirements modified 6 Dredging/Survey Manager 20 November 2017 Compliance & Reporting requirements modified A306835 Page 2 of 14

1. HYDROGRAPHIC SURVEY METHODOLOGY The PPA requires any hydrographic survey to be conducted with the methodology using the Global Navigation Satellite System to conduct Ellipsoidally Referenced Surveying. A PPA Port s unique Hydroid shall be used as a separation model for the determination of Chart Depths. Where available, PPA shall provide Proponents with the appropriate Hydroid. Where a Port s Hydroid is not available, hydrographic surveys shall apply the AUSGEOID 09 to LAT offset at a predetermined location to propagate LAT to the survey location. 2. HYDROGRAPHIC SURVEY REFERENCE STANDARDS These PPA Hydrographic Survey Standards are, in part, derived from the guidelines contained in: IHO SP 44 5th Edition (special order) and Ports Australia Survey principles Version 1.5 (Nov 2012) Important Note: Where a Proponent cannot meet the PPA Hydrographic Survey Standards, the Proponent shall seek a formal exemption from PPA to deviate from these Standards prior to the commencement of any hydrographic survey. Avoidance of obtaining such an exemption may lead to the rejection of the survey deliverables. 3. HYDROGRAPHIC SURVEY CRITERIA All surveys shall be conducted applying the hydrographic survey industry best practise and will meet the requirements of a Ports Australia Class A hydrographic survey. All surveys conducted over gazetted and non-gazetted navigable waters shall be approved by a Level 1 Certified Professional in Hydrographic Surveying (CPHS1), certified by the Australasian Hydrographic Surveyors Certification Panel (AHSCP). In addition, the CPHS1 must have demonstrated experience in conducting surveys within a port environment and application for navigational safety. In addition to the requirements of a Ports Australia Class A hydrographic survey, a Proponent shall at a minimum conduct its hydrographic surveys to achieve the following criteria in its final processed survey data: 3.1 Hydrographic surveys over non gazetted navigable waters*: A total vertical uncertainty of plus or minus 0.1 metre at a 95% confidence level A total horizontal uncertainty of plus or minus 0.5 metre at a 95% confidence level 0.5m Object detection, (minimum of 3 hits in the along track direction) A306835 Page 3 of 14

100% coverage over the survey area as predetermined by the PPA Final processed data shall be derived from the shallowest sounding in 1 metre BIN from a 0.5m statistically derived surface from the full density raw survey data 3.2 Hydrographic surveys over gazetted navigable waters*: A total vertical uncertainty of plus or minus 0.1 metre at a 95% confidence level A total horizontal uncertainty of plus or minus 0.5 metre at a 95% confidence level 0.5m Object detection (minimum of 3 hits in the along track direction) 200% coverage over the surveyed area of the gazetted navigable waters Final processed data shall be derived from the shallowest sounding in 1 meter BIN from a 0.25m statistically derived surface from the full density raw survey data * Note: Gazetted navigable waters are deemed to be Channels, Berth Pockets, Swing Basins, etc. as depicted on the AUS Charts and its revisions or as determined by the PPA. 3.3 Progress surveys. Where a Proponent carries out works that might affect the depths within a PPA predetermined survey area, the Proponent shall at a minimum conduct monthly progress surveys over the whole predetermined survey area. The Proponent shall at a minimum conduct its hydrographic surveys to achieve the following criteria in its final processed progress survey data: A total vertical uncertainty of plus or minus 0.1 metre at a 95% confidence level A total horizontal uncertainty of plus or minus 0.5 metre at a 95% confidence level 0.5m Object detection, (minimum of 3 hits in the along track direction) 100% coverage over the survey area as predetermined by the PPA and Final processed data shall be derived from the shallowest sounding in 1 metre BIN from a 0.25m statistically derived surface from the full density raw survey data 4. HYDROGRAPHIC SURVEY The proponent shall provide the PPA for all hydrographic surveys the following Hydrographic Survey Deliverables and within the time period stated: A306835 Page 4 of 14

4.1 Charts, Drawings and Survey Data One (1) copy of the survey charts in AutoCAD (*.dwg) format One (1) digital copy of the survey charts in PDF (*.pdf) format One (1) digital copy of all raw survey data, calibration reports and logs A digital copy of all processed hydrographic survey data: One (1) digital copy of the final processed hydrographic survey data of the shallowest depths in 1.0 metre BINs with the horizontal position of the shallowest depth preserved from the statistically derived surface. One (1) digital copy of the final processed hydrographic survey data of the shallowest depths in 1.0 metre GRID. One (1) digital copy of all data deleted from the raw survey data. Three (3) copies of paper survey charts duly signed by the supervising CPHS Level 1 surveyor as being representative of the final processed hydrographic survey data Survey charts shall: Be plotted on A1 size sheet format Be scaled at 1:2,500 or as specified by PPA Consist of depth clashed labels at the appropriate scale from the shallowest depth in a 1 metre x 1 metre BIN; Note: not GRID Contain depth labels rounded to the nearest decimetre Contain contours at appropriate intervals Contain all information as specified in Appendix A Address all of the requirements outlined in Ports Australia requirements to achieve a Class A Survey All charts or drawings shall include any infrastructure within or near the survey area, including but not limited to wharf structures, fenders, aids to navigation, etc. All charts or drawings shall be in metres, georeferenced to GDA94 and projected in UTM to MGA Zone 50. A306835 Page 5 of 14

4.2 Survey Reports Important Note: PPA requires a comprehensive hydrographic survey report that comprehensively explains how the survey was conducted, and the final survey deliverables derived at. PPA takes into consideration the correctness of the report when evaluating the quality of the hydrographic survey data and the accuracy of the report and reliability of claims made. Failure to provide an acceptable report may lead to rejection of the survey deliverables or the application of a negative tolerance to the horizontal and vertical accuracy of the processed survey data. Survey Reports shall address and contain at a minimum: The survey methodology conducted by the Proponent including all personnel, procedures, equipment, software and data filters employed during the survey. A concise description over all survey work conducted. Important Note: The report shall describe how all survey work was actually conducted. Only a reference of the survey work being compliant to a pre-survey prepared work method statement is not acceptable. All field reports. Photographic evidence of permanent and temporary installations of equipment employed during the survey. Check measurements against official bench marks including results and subsequent adjustments and calibrations. All applied offsets on the survey vessel from GPS receiving antenna to transducers in figures and diagram. Survey data processing methodology. Survey data quality control, including a traceable connection between real time checks and calibrations with any data post processed using Post Processed Kinematic or Precise Pont Positioning techniques. Apriori assessment of accuracy. Proof that requirements and accuracy has been achieved through checks, calibrations and ongoing QC. A statement of the file name(s) of the final processed survey data and drawings. A statement on the quantity of materials dredged to date, if applicable. A signed statement by the CPHS Level 1 Surveyor that the hydrographic survey and its processes was conducted under his or hers direct supervision. A signed approval statement by a CPHS level 1 surveyor that the Hydrographic Survey Deliverables are in compliance with these PPA Hydrographic Survey Standards. A306835 Page 6 of 14

The report shall include a diagram to an appropriate scale indicating the bounds of the survey in relation to its surrounds, including the relative extents of 100% and 200% coverage areas. The Hydrographic Survey Deliverables for all hydrographic surveys, other than progress surveys, shall be provided to the PPA no later than 4 weeks after the completion of the field work for all hydrographic surveys. For progress surveys, the Proponent shall provide to the PPA the Hydrographic Survey Deliverables within the first week following the month that the progress survey has been conducted for. 5. PROCESS OWNER The General Manager of Operations has overall responsibility for this procedure. Date approved: 05 January 2018 Review date: 05 January 2019 Version: 6 Approved by: GMO A306835 Page 7 of 14

6. APPENDIX A Information to be included on each drawing: 6.1 Location Diagram 6.2 General Notes Survey period from / / to / / Survey Vessel details: Transducer installation: (Hull Mounted/Over side Mount) Survey Equipment and Software details: Survey Report reference: Survey Data reference: A306835 Page 8 of 14

6.3 Legend Depth Labels details: Contour details: Soundings and Features colour legend: A306835 Page 9 of 14

6.4 Geodetic Parameters Coordinate system Geodetic Datum Semi Major Axis Inverse Flattening Projection Central Meridian Reference Latitude Scale Factor False Easting False Northing Ellipsoid A306835 Page 10 of 14

6.5 Scale referenced to chart size 6.6 Vertical Control LAT reference to Bench Mark AHD to LAT Offset applied AUSGEOID applied, if applicable. AHD to Chart Datum Reference Diagram 6.7 Survey Uncertainty Total Horizontal Uncertainty: Total Vertical Uncertainty: Survey Class: A306835 Page 11 of 14

6.8 Survey Approval CPHS1 Details: Client Details: A306835 Page 12 of 14

6.9 Chart Title and Revisions 6.10 Project Information Project Name Client Survey Contractor Drawing and Sheet Number Chart Format A306835 Page 13 of 14

PPA can make the chart lay out available in native (*.dwg) format, on request. A306835 Page 14 of 14