Subsequent Initial Study of Environmental Impact
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Subsea Pipelines Collaboration Cluster Advancing Our Knowledge of Subsea Pipeline Technology to Support the Oil and Gas Industry
WEALTH FROM OCEANS www.csiro.au Subsea Pipelines Collaboration Cluster Advancing our knowledge of subsea pipeline technology to support the oil and gas industry Final report 2 Executive summary 17 Putting the Cluster’s research into practice 4 Introduction to the Subsea Pipelines Cluster 21 Commissioning experimental equipment 6 Training the offshore for ongoing pipeline pipeline engineers testing in Australia of the future 28 Publications and 10 Scientific and dissemination engineering challenges 34 Key papers 12 Scientific outcomes of the Flagship 46 Awards Collaborative Cluster 48 Keynote presentations, invited lectures and papers 49 Hosting international conference ISFOG 50 The Partners 51 Flagship Collaboration fund 1 Executive summary Offshore subsea pipelines are used to export oil and gas from the field to platform and then from the platform to the mainland. As they are the sole conduit for the hydrocarbons their stability and integrity are of critical economic and environmental importance. More than 80 per cent of Australia’s gas resources exist in deep, remote, offshore areas and being able to realise the full potential of these remote resources relies on the development of economically viable transportation solutions. Technical solutions for Australia’s offshore pipelines must maintain structural integrity and continuous supply of products across hundreds of kilometres of seabed. Such technology is also vital to Australia achieving the vision of “platform free fields”, a CSIRO Wealth from Oceans Flagship initiative. Platform free fields research investigates ways to replace traditional oil and gas platforms with subsea technologies for production of gas resources which may lie as far as 300 km offshore, at a depth greater than 1 km. -
Biological Report
Biological Report 3093 Beachcomber Drive APN: 065-120-001 Morro Bay, CA Owner: Paul LaPlante Permit #29586 Prepared by V. L. Holland, Ph.D. Plant and Restoration Ecology 1697 El Cerrito Ct. San Luis Obispo, CA 93401 Prepared for: John K Construction, Inc. 110 Day Street Nipomo, CA 93444 [email protected] and Paul LaPlante 1935 Beachcomber Drive Morro Bay, CA 93442 March 5, 2013 BIOLOGICAL SURVEY OF 3093 BEACHCOMBER DRIVE, MORRO BAY, CA 2 TABLE OF CONTENTS EXECUTIVE SUMMARY ..................................................................................... 3 INTRODUCTION AND PURPOSE ...................................................................... 4 LOCATION AND PHYSICAL FEATURES ........................................................ 10 FLORISTIC, VEGETATION, AND WILDLIFE INVENTORY ............................. 11 METHODS ......................................................................................................... 11 RESULTS: FLORA AND VEGETATION ON SITE .......................................... 12 FLORA .............................................................................................................. 12 VEGETATION ..................................................................................................... 13 1. ANTHROPOGENIC (RUDERAL) COMMUNITIES ................................................... 13 2. COASTAL DUNE SCRUB ................................................................................. 15 SPECIAL STATUS PLANT SPECIES .............................................................. -
California State Parks
1 · 2 · 3 · 4 · 5 · 6 · 7 · 8 · 9 · 10 · 11 · 12 · 13 · 14 · 15 · 16 · 17 · 18 · 19 · 20 · 21 Pelican SB Designated Wildlife/Nature Viewing Designated Wildlife/Nature Viewing Visit Historical/Cultural Sites Visit Historical/Cultural Sites Smith River Off Highway Vehicle Use Off Highway Vehicle Use Equestrian Camp Site(s) Non-Motorized Boating Equestrian Camp Site(s) Non-Motorized Boating ( Tolowa Dunes SP C Educational Programs Educational Programs Wind Surfing/Surfing Wind Surfing/Surfing lo RV Sites w/Hookups RV Sites w/Hookups Gasquet 199 s Marina/Boat Ramp Motorized Boating Marina/Boat Ramp Motorized Boating A 101 ed Horseback Riding Horseback Riding Lake Earl RV Dump Station Mountain Biking RV Dump Station Mountain Biking r i S v e n m i t h R i Rustic Cabins Rustic Cabins w Visitor Center Food Service Visitor Center Food Service Camp Site(s) Snow Sports Camp Site(s) Geocaching Snow Sports Crescent City i Picnic Area Camp Store Geocaching Picnic Area Camp Store Jedediah Smith Redwoods n Restrooms RV Access Swimming Restrooms RV Access Swimming t Hilt S r e Seiad ShowersMuseum ShowersMuseum e r California Lodging California Lodging SP v ) l Klamath Iron Fishing Fishing F i i Horse Beach Hiking Beach Hiking o a Valley Gate r R r River k T Happy Creek Res. Copco Del Norte Coast Redwoods SP h r t i t e s Lake State Parks State Parks · S m Camp v e 96 i r Hornbrook R C h c Meiss Dorris PARKS FACILITIES ACTIVITIES PARKS FACILITIES ACTIVITIES t i Scott Bar f OREGON i Requa a Lake Tulelake c Admiral William Standley SRA, G2 • • (707) 247-3318 Indian Grinding Rock SHP, K7 • • • • • • • • • • • (209) 296-7488 Klamath m a P Lower CALIFORNIA Redwood K l a Yreka 5 Tule Ahjumawi Lava Springs SP, D7 • • • • • • • • • (530) 335-2777 Jack London SHP, J2 • • • • • • • • • • • • (707) 938-5216 l K Sc Macdoel Klamath a o tt Montague Lake A I m R National iv Lake Albany SMR, K3 • • • • • • (888) 327-2757 Jedediah Smith Redwoods SP, A2 • • • • • • • • • • • • • • • • • • (707) 458-3018 e S Mount a r Park h I4 E2 t 3 Newell Anderson Marsh SHP, • • • • • • (707) 994-0688 John B. -
3300 Panorama Drive, Demolition of Tanks and Associated Structures Project
City of Morro Bay Community Development Department 955 Shasta Avenue Morro Bay, Ca 93442 805-772-6261 NOTICE OF INTENT TO ADOPT A MITIGATED NEGATIVE DECLARATION The City of Morro Bay Community Development Department has completed the Draft Initial Study/Mitigated Negative Declaration (IS/MND) for the proposed 3300 Panorama Drive, Demolition of Tanks and Associated Structures Project. The Draft IS/MND found the following environmental factors to be less than significant with mitigation incorporated: Aesthetic Resources, Air Quality, Biological Resources, Cultural Resources, Geology and Soils, Hazards/Hazardous Materials, Hydrology, Noise, Transportation and Traffic, and Tribal Cultural Resources. APPLICANT: Rhine LP and Morro94 GENERAL PLAN DESIGNATION: Medium-Density Residential/Environmentally Sensitive Habitat PROJECT LOCATION: The 10-acre project site is located at 3300 Panorama Drive, at the northeast corner of the City of Morro Bay, within the city limits. The project site was previously used by the Department of the Navy for jet fuel storage and distribution, and is within the R-1/PD/ESH (Single- Family Residential/Planned Development/Environmentally Sensitive Habitat [ESH]) zoning district and designated by the General Plan and Coastal Land Use Plan (CLUP) as Medium-Density Residential. PROJECT DESCRIPTION: Rhine LP and Morro94, LLC (the owners/applicant) propose to demolish and remove two large JP-5 fuel storage tanks (131,600 barrels, approximately 5,527,000 gallons each) once used by the United States Navy to store jet fuel, one approximately 100,000-gallon water tank, and associated pumps and piping from the decommissioned fuel storage site formally known as the DFSP, located at 3300 Panorama Drive in Morro Bay, California. -
San Luis Obispo County
Steelhead/rainbow trout resources of San Luis Obispo County San Carpoforo (San Carpojo) San Carpoforo Creek (San Carpojo Creek) consists of more than ten stream miles. It flows southwest, entering the Pacific Ocean at Ragged Point. Staff from DFG surveyed San Carpoforo Creek in 1961 and observed O. mykiss, with highest population density in the lower one mile of the creek. The survey report relays information from local residents and DFG staff including an estimate of “…155 adult steelhead in three holes between the mouth of the stream and the mine” in the late 1950s (DFG 1961a). The creek was deemed, “…a good steelhead nursery and spawning area” (DFG 1961a). In a 1966 letter DFG states, “San Carpojo and Arroyo de la Cruz Creeks are the best steelhead waters in San Luis Obispo County” (DFG 1966a). A 1973 draft report on the effects of potential water developments included estimates of steelhead run size in several San Luis Obispo County creeks. The estimated adult run in San Carpoforo Creek was 500 individuals (Macias 1973). Staff from DFG surveyed San Carpoforo Creek in 1995 and observed “numerous” young of the year, age 1+ and age 2+ steelhead (DFG 1995a). The survey report indicates that the surveyed stream reach usually becomes intermittent by the end of summer. In 1999, USFS staff surveyed San Carpoforo Creek and observed “lots of trout” including fry and adults (USFS 1999a). Staff from NMFS performed systematic surveys of south coast streams in 2002-2003 to determine steelhead presence/absence. The survey report form for San Carpoforo Creek indicates multiple O. -
Appendix D Building Descriptions and Climate Zones
Appendix D Building Descriptions and Climate Zones APPENDIX D: Building Descriptions The purpose of the Building Descriptions is to assist the user in selecting an appropriate type of building when using the Air Conditioning estimating tools. The selected building type should be the one that most closely matches the actual project. These summaries provide the user with the inputs for the typical buildings. Minor variations from these inputs will occur based on differences in building vintage and climate zone. The Building Descriptions are referenced from the 2004-2005 Database for Energy Efficiency Resources (DEER) Update Study. It should be noted that the user is required to provide certain inputs for the user’s specific building (e.g. actual conditioned area, city, operating hours, economy cycle, new AC system and new AC system efficiency). The remaining inputs are approximations of the building and are deemed acceptable to the user. If none of the typical building models are determined to be a fair approximation then the user has the option to use the Custom Building approach. The Custom Building option instructs the user how to initiate the Engage Software. The Engage Software is a stand-alone, DOE2 based modeling program. July 16, 2013 D-1 Version 5.0 Prototype Source Activity Area Type Area % Area Simulation Model Notes 1. Assembly DEER Auditorium 33,235 97.8 Thermal Zoning: One zone per activity area. Office 765 2.2 Total 34,000 Model Configuration: Matches 1994 DEER prototype HVAC Systems: The prototype uses Rooftop DX systems, which are changed to Rooftop HP systems for the heat pump efficiency measures. -
Method of Determining
Hydrotransport 19 Conference, Sept 24-26, 2014, Denver, USA Options for fixed mechanical sand bypassing at river entrances N.T. Cowper1, L. Nankervis2 and A.D. Thomas3 Slurry Systems Pty Limited, Sydney, Australia 1, [email protected] 2, [email protected] 3 [email protected] ABSTRACT Littoral drift of sand along coastlines can result in sand bars forming off ocean entrances causing navigational problems. Conventional management of these sand bars involves regular dredging. Two alternative fixed sand bypassing technologies are considered. The world’s first large scale fixed bypass system at Nerang, Queensland, Australia, is described. Since 1986 it has bypassed around 17 million m3 of sand. The system consists of 10 jet pumps mounted along an offshore jetty. An alternative option, not requiring a jetty, is to use a Submarine Sand Shifter (SSS) buried beneath the sand. The development, pilot plant testing, and operational experience of the Sand Shifter is described. 1. INTRODUCTION Littoral drift is a natural process due to sand being suspended by the energy dissipated in breaking waves. The resulting sand movement is predominantly towards the beach shore. However, when waves strike the beach at an oblique angle there is a shore parallel component of sand movement, or littoral drift. The quantity of littoral drift sand varies depending on wave climate. Depending on the prevailing wave direction, sand bars may build up across river entrances, inhibiting navigation. The conventional solution involves regular dredging of the entrance. A fixed sand bypassing system can provide a more economical alternative. Fixed sand bypassing involves a system to intercept the littoral drift sand before it reaches the entrance and pump it ashore to an on-shore pump station. -
Hydrodynamic Forces on Subsea Pipes Due to Orbital Wave Effects
Hydrodynamic Forces on Subsea Pipes due to Orbital Wave Effects Lisa King Jeremy Leggoe1, Liang Cheng2 1School of Mechanical and Chemical Engineering 2School of Civil and Resource Engineering CEED Client: Woodside Energy Ltd Abstract Pipeline stability design relies on an accurate prediction of the hydrodynamic forces induced by wave and current motion. The motion of wind generated waves is generally orbital, and the orbit paths flatten to an ellipsoid with depth. This leads to the assumption in deepwater that the vertical components of the wave motion tend to zero near the seabed. Due to this simplification wave motion is often modelled as rectilinear for the purposes of analysing on-bottom pipeline stability. This simplification predicts that the magnitudes of the hydrodynamic forces are equal on the forward and reverse half wave cycle. In computational fluid dynamics (CFD) modelling results have shown the drag force exerted on an on-bottom pipeline was 7% higher than expected on the forward half wave cycle, and 5% lower on the reverse half-wave cycle when waves were modelled as orbital rather than rectilinear. This paper describes CFD modelling to be conducted to investigate this phenomenon and verify the validity of this result. 1. Introduction Pipeline stability is an integral part of the offshore oil and gas industry and in particular is a major challenge for pipeline operators in the Australian North West Shelf (NWS). Due to the severity of the environmental conditions in the NWS, pipeline stabilisation can be a significant project cost, contributing up to 30% of the capital expenditure (Zeitoun et al. -
Shedding Damage Detection of Metal Underwater Pipeline External Anticorrosive Coating by Ultrasonic Imaging Based on HOG + SVM
Journal of Marine Science and Engineering Article Shedding Damage Detection of Metal Underwater Pipeline External Anticorrosive Coating by Ultrasonic Imaging Based on HOG + SVM Xiaobin Hong, Liuwei Huang , Shifeng Gong and Guoquan Xiao * School of Mechanical & Automotive Engineering, South China University of Technology, Guangzhou 510641, China; [email protected] (X.H.); [email protected] (L.H.); [email protected] (S.G.) * Correspondence: [email protected] Abstract: Underwater pipelines are the channels for oil transportation in the sea. In the course of pipeline operation, leakage accidents occur from time to time for natural and man-made reasons which result in economic losses and environmental pollution. To avoid economic losses and environ- mental pollution, damage detection of underwater pipelines must be carried out. In this paper, based on the histogram of oriented gradient (HOG) and support vector machine (SVM), a non-contact ultrasonic imaging method is proposed to detect the shedding damage of the metal underwater pipeline external anti-corrosion layer. Firstly, the principle of acoustic scattering characteristics for de- tecting the metal underwater pipelines is introduced. Following this, a HOG+SVM image-extracting algorithm is used to extract the pipeline area from the underwater ultrasonic image. According to the difference of mean gray value in the horizontal direction of the pipeline project area, the shedding Citation: Hong, X.; Huang, L.; Gong, damage parts are identified. Subsequently, taking the metal underwater pipelines with three layers S.; Xiao, G. Shedding Damage of polyethylene outer anti-corrosive coatings as the detection object, an Autonomous Surface Vehicle Detection of Metal Underwater (ASV) for underwater pipelines defect detection is developed to verify the detection effect of the Pipeline External Anticorrosive method. -
Elucidating the Nexus of Science and Society in the Morro Bay Ecosystem
Elucidating the Nexus of Science and Society in the Morro Bay Ecosystem Dean E. Wendt Center for Coastal Marine Sciences California Polytechnic State University Wendt, D.E. Morro Bay Ecosystem Based Management Program TABLE OF CONTENTS 1.0 INTRODUCTION AND VISION FOR ECOSYSTEM-BASED MANAGEMENT PROGRAM..4 2.0 PROGRAM OVERVIEW ................................................................................................5 2.1 Unique Opportunity for EBM 2.2 Comprehensive and Practical Program 2.3 High-Value Objectives and Deliverables 2.4 Built-In Impact, Sustainability, and Replicability 2.5 Proven Leadership to Deliver Results 2.6 Effective Leverage of Volunteer and In-Kind Resources 3.0 PROBLEM DEFINITION AND OVERALL OBJECTIVES ..............................................17 4.0 BACKGROUND ...........................................................................................................17 4.1 Description of Planning Efforts 4.2 Conceptual Model of the Ecosystem 4.3 Definition of EBM 4.4 Current Institutional Framework 4.4.1 Marine Interests Group (MIG) 4.4.2 Morro Bay National Estuary Program (MBNEP) 4.5 Response to Reviewers’ Comments on the Program Overview and Background Section 5.0 PROJECT ACTIVITIES ...............................................................................................29 5.1 General Overview-----------------------------------------------------------29 5.1.1 Conceptual Model of Ecological Linkages and Production 5.1.2 Adaptability in Program Management 5.1.3 Dissemination of Information and Data -
An Ethnogeography of Salinan and Northern Chumas Communities – 1769 to 1810
California State University, Monterey Bay Digital Commons @ CSUMB Government Documents and Publications First Nations Era 3-10-2017 2005 – An Ethnogeography of Salinan and Northern Chumas Communities – 1769 to 1810 Follow this and additional works at: https://digitalcommons.csumb.edu/hornbeck_ind_1 Part of the Arts and Humanities Commons, Education Commons, and the Social and Behavioral Sciences Commons Recommended Citation "2005 – An Ethnogeography of Salinan and Northern Chumas Communities – 1769 to 1810" (2017). Government Documents and Publications. 4. https://digitalcommons.csumb.edu/hornbeck_ind_1/4 This Report is brought to you for free and open access by the First Nations Era at Digital Commons @ CSUMB. It has been accepted for inclusion in Government Documents and Publications by an authorized administrator of Digital Commons @ CSUMB. For more information, please contact [email protected]. An Ethnogeography of Salinan and Northern Chumash Communities – 1769 to 1810 By: Randall Milliken and John R. Johnson March 2005 FAR WESTERN ANTHROPOLOGICAL RESEARCH GROUP, INC. 2727 Del Rio Place, Suite A, Davis, California, 95616 http://www.farwestern.com 530-756-3941 Prepared for Caltrans Contract No. 06A0148 & 06A0391 For individuals with sensory disabilities this document is available in alternate formats. Please call or write to: Gale Chew-Yep 2015 E. Shields, Suite 100 Fresno, CA 93726 (559) 243-3464 Voice CA Relay Service TTY number 1-800-735-2929 An Ethnogeography of Salinan and Northern Chumash Communities – 1769 to 1810 By: Randall Milliken Far Western Anthropological Research Group, Inc. and John R. Johnson Santa Barbara Museum of Natural History Submitted by: Far Western Anthropological Research Group, Inc. 2727 Del Rio Place, Davis, California, 95616 Submitted to: Valerie Levulett Environmental Branch California Department of Transportation, District 5 50 Higuera Street, San Luis Obispo, California 93401 Contract No. -
The Impact of Coastal Dredging on Avian and Intertidal Macroinvertebrate Biodiversity of Morro Bay, California
ABSTRACT THE IMPACT OF COASTAL DREDGING ON AVIAN AND INTERTIDAL MACROINVERTEBRATE BIODIVERSITY OF MORRO BAY, CALIFORNIA Sandy beaches support dynamic and diverse, but physically narrow intertidal ecosystems that are vulnerable to the effects of anthropogenic disturbance, such as coastal dredging and beach nourishment. Our study site in Morro Bay, California has been a site of coastal dredging by the U.S. Army Corp of Engineers (USACE) since the 1960’s. In February of 2017, 240,000 cubic yards of sediment were dredged from the harbor and deposited onto the beach as beach nourishment. We assessed the impacts of this beach nourishment over two years on three aspects of beach ecosystems: 1) beach width, 2) avian biodiversity, and 3) intertidal macroinvertebrate biodiversity. We designated seven sampling sites and at each collected monthly measurements of beach width, monthly avian point counts, and quarterly macroinvertebrate samples. We found spatiotemporal variation present across months and sites, and beach width at the deposition site was significantly higher than the six control sites pooled together. Avian and macroinvertebrate biodiversity was not significantly different at the deposition site compared to the pooled control sites. Our results suggest that the dredge deposition had low or very short-term impacts to both avian and intertidal macroinvertebrate biodiversity at the deposition site over our two years of sampling. Positive impacts include a wider beach at the deposition site. Shelby Paige Moshier May 2020 THE IMPACT OF COASTAL