Healthcare Design, Post-Covid-19 30

Total Page:16

File Type:pdf, Size:1020Kb

Healthcare Design, Post-Covid-19 30 ® WHERE TECHNOLOGY AND INNOVATION COLLIDE HEALTHCARE DESIGN, POST-COVID-19 30 VIRTUA SAMSON CANCER CENTER, MOORESTOWN, N.J. Bold Dimension T s dynamic design is created with vibrant blue PAC-CLAD cision Series HWP panel-cladded window bumpouts and o rhangs. The Precision Series wall system comes in a variety o b patterns to intermix for visual interest. M. Reed Elementary School, Las Vegas Contractor: Andy Russo Jr. Inc. Architect: Gensler & Assoc. G artin Harris Construction Owner: Clark County School District Photo: alanblakely.com cision Series HWP al Wall System tom Blue CASE STUDY @ PAC-CLAD.COM/DORIS-REED CIRCLE 751 I 800 800 3 00 T 800 866 800 8 MN: 877 571 2025 AZ: 833 750 1935 PAC-CLAD.COM | [email protected] | JAN/FEB 2021 | 30 24 FEATURES 8 NEWS+TRENDS 38 2021 multifamily 24 BD+C RESEARCH housing outlook What owners and developers want 14 THINK TANK from AEC fi rms The future of campus libraries 30 IS HEALTHCARE BETTER OFF 18 TRENDSETTING AIA CEU COURSES BECAUSE OF THE PROJECTS PANDEMIC? Studio Gang leads Metal wall and roof COVID-19’s spread Arkansas museum systems exposed cracks, and transformation; p.42 opportunities Morphosis’ Casablanca tower Historic window 38 ADAPTIVE REUSE replacement and repair Retail glut gives 54 PRODUCT health systems an INNOVATIONS p.52 avenue for growth Neutrally refl ective glass DEPARTMENTS 58 GREAT SOLUTIONS New tool simplifi es 7 EDITORIAL workplace returns ON THE COVER: Francis Cauffman Architects was the lead designer on the 66,000-sf Virtua Samson Cancer Center in Moorestown, N.J., which was converted from a closed Acme supermarket. The high ceilings allow for lots of natural light to come into the cancer center, and plenty of room for the installation of mechanicals to get the building up to healthcare standards. PHOTO: ©JEFFREY TOTARO 2014–17, 2019-20 JESSE H. NEAL AWARD WINNER | | BDCuniversity.com BUILDING DESIGN+CONSTRUCTION 3 | E-CONTENTS | BDCnetwork.com This 70-page PDF features AEC fi rm rankings across 51 building sectors, disciplines, and specialty services. DOWNLOAD A PDF OF ALL ily Design+Construction want to 2020 GIANTS 400 RANKINGS tap your expertise. As a profes- sional involved in the design and The 2020 Giants 400 rankings construction of apartments and are available in a single download- condominiums, we want to know able document. This 70-page PDF about the types of features and features AEC fi rm rankings across amenities you are specifying in 51 building sectors, disciplines, your latest multifamily housing and specialty services. The PDF is developments for our 2021 Mul- available for free download upon tifamily Amenities Survey. Could the completion of a short registra- we ask you to take 3–4 minutes tion form. The expanded Giants of your valuable time to complete 400 report includes rankings for the survey? categories such as: BDCnetwork.com/MultifamilyAmenities2021 • Top Data Center Firms • Top Government Firms • Top Reconstruction Firms MEET THE 40 UNDER 40 • Top Sports Facilities Firms CLASS OF 2020 • Top Transit Facilities Firms Read about the career and per- BDCnetwork.com/GIANTS2020 sonal accomplishments of our Class of 2020 40 Under 40 win- ATTENTION MULTIFAMILY ners. These 40 AEC industry stars HOUSING EXPERTS: WE are making their mark in busi- NEED YOUR EXPERTISE FOR ness, philanthropy, and in their OUR 2021 AMENITIES SURVEY communities. The editors of BD+C and Multifam- BDCnetwork.com/40Under40-2020 FOLLOW BD+C ON DON’T RISK IT ALL ON YOUR ROOF Protect it with a cover board Asset protection starts at the top. Using a high-performance cover board in your roof assembly helps protect your building from the costly ravages of water, fi re, wind, weight, and more. Placed directly under the roof membrane, a high-performance cover board helps provide the resistance you need for optimal protection of your roof, your building, your tenants and their assets. Sure, you could hijack risk mitigation by nixing a cover board, but then you’d be nixing best practices right along with it. GET UNDER COVER. VISIT OWNERSROOF.COM. CIRCLE 752 CIRCLE 772 By David Barista, Editorial Director | EDITORIAL | BUILDING DESIGN +CONSTRUCTION VOLUME 62, NO. 01 EDITORIAL STAFF EDITORIAL DIRECTOR | David Barista 847.954.7929; [email protected] EXECUTIVE EDITOR | Robert Cassidy 847.391.1040; [email protected] SENIOR EDITOR | John Caulfield HOW DOWNTURNS CAN 732.257.6319; jcaulfi [email protected] ASSOCIATE EDITOR | David Malone 847.391.1057; [email protected] CONTRIBUTING EDITORS | Peter Fabris, Mike MAKE GREAT AEC LEADERS Plotnick, Adam Sullivan, C.C. Sullivan DESIGNER | Catherine LePenske f 2020 has taught us anything, intersection of existing business opera- EDITORIAL ADVISORS it’s that there are market down- tions, markets, and client bases. For DAVID P. CALLAN | PE, CEM, LEED AP, HBDP cycles, and then there are instance, STV seeks out fresh business Senior Vice President, McGuire Engineers earth-shattering, bone-rattling opportunities by observing the cross- PATRICK E. DUKE | Senior Vice President CBRE Healthcare economic events that rock entire roads of its distinct service groups, from CAROLYN FERGUSON | FSMPS, CPSM systems to their core. Like a 9.0 Energy to Buildings to Environmental President, WinMore Marketing Advisors quake, these economic events Services. JOSH FLOWERS | AIA, LEED AP I are suppose to happen once a • Tap into your future leaders. Now is General Counsel, Hnedak Bobo Group ARLEN SOLOCHEK | FAIA, Associate Vice century, maybe twice. We just happen the time, said Kelly, to encourage young Chancellor, Maricopa County CCD to have experienced two doozies within leaders to step up to the plate. “It’s a PHILIP TOBEY | FAIA, FACHA a dozens years. We should be good at great time to look into your organization Senior Vice President, SmithGroup this by now, right? and ask, Where are the leaders? Who PETER WEINGARTEN | AIA, LEED AP Director of the Architectural Practice, Gensler While a definitive playbook for how can we test in new roles to help us solve architecture, engineering, and construc- a problem?” BUSINESS STAFF tion firms can navigate their teams | GROUP DIRECTOR — PRINCIPAL Tony Mancini and grow their firms during uncertain 484.412.8686, [email protected] DIRECTOR OF EVENTS | Judy Brociek times does not exist (after all, each 847.954.7943; [email protected] AEC firm has its own set of chal- ‘It’s a great time to look into your MARKETING DIRECTOR | Stephanie Miller lenges and opportunities), there are [email protected] AEC firm leaders who are happy to DATA & AUDIENCE DEVELOPMENT organization and ask, Where are the [email protected] share their tried and true strategies, For list rental information, contact Claude Marada mindsets, and lessons from past leaders? Who can we test in new at 402.836.6274; [email protected] downturns—and even their plans for or Bart Piccirillo at 402.836.6283; roles to help us solve a problem?’ [email protected] beating this one. ASSISTANT DESIGN MANAGER | Dara Rubin Take Grey Kelly, for example. The — GREY KELLY, STV newly minted President and CEO of CORPORATE STV (as of Oct. 26, 2020) joined me CHAIRMAN EMERITUS (1922-2003) | H.S. Gillette on BD+C’ s The Weekly show to share his • Don’t delay tough choices. “I had CHAIRPERSON | K.A. Gillette CHIEF EXECUTIVE OFFICER | E.S. Gillette thoughts on the pandemic-driven market a mentor tell me going into the 2008 PRESIDENT | Rick Schwer downturn, and his team’s plans for 2021 Great Recession, ‘Greg, just don’t delay. CHIEF OPERATING OFFICER | David Shreiner and beyond. Here is a peek at some of You know what needs to be done. Just | SENIOR VICE PRESIDENT Ann O’Neill the plays in Kelly’s unofficial playbook do it the right way.’” VICE PRESIDENT OF OPERATIONS | Bonnie Tow for market downturns: • Look around the corner. “I think the DIRECTOR OF CUSTOM MEDIA & STRATEGIC PRODUCT DEVELOPMENT | John Atwood • Don’t chase “new” at the detri- single biggest challenge is helping the ment of the core business. “It’s not the organization and clients begin to look SUBSCRIPTION INQUIRIES time to run off and do something new around the corner, and infusing a sense Building Design+Construction P.O. Box 300 | Lincolnshire, IL 60069-0300 right away. I think it’s important to stick of optimism around the future. Make [email protected] to what you do best, with an eye on the sure that your workforce, your people, Toll Free 877.501.7540 | Local 847.763.4933 Fax subscription changes to: 877.683.2064 future.” see that there is a future out there; that • The best opportunities are right in there’s light around the corner.” For advertising contacts, see page 57. front of your eyes. Kelly said the most Watch the full interview on The Weekly fruitful opportunities are found at the show at: Horizontv.BDCnetwork.com. 3030 W. SALT CREEK LANE, SUITE 201 ARLINGTON HEIGHTS, IL 60005-5025 847.391.1000 • FAX: 847.390.0408 | | BDCuniversity.com BUILDING DESIGN+CONSTRUCTION 7 | NEWS+TRENDS | By John Caulfi eld, Senior Editor, and David Malone, Associate Editor 2021 MULTIFAMILY HOUSING OUTLOOK: 19,439 DALLAS, MIAMI, D.C., WILL LEAD THE WAY The number of hotel rooms under construction in New York City as of Jan. 1, 2021, PIXABAY according to Lodging Econo- metrics. The Big Apple leads the nation in hotel con- struction activity, with 108 projects and 19,439 rooms in the works. Atlanta (46 projects, 6,728 rooms), Los Angeles (40, 7,131), Dallas (39, 4,656), and Austin, Texas (33, 4,850) round out ‘Many tertiary and the top fi ve cities for hotel tech hub markets have construction. COVID-19 has decimated In its latest outlook re- benefi ted from migration the report.
Recommended publications
  • Physical Environment Lake Koshkonong EA
    Chapter 3, Affected Environment – Physical Environment Lake Koshkonong EA Physical Environment Lake Koshkonong lies within the Southeast Glacial Plains Ecological Landscape. The Southeast Glacial Plains Ecological Landscape makes up the bulk of the non-coastal land area in southeast Wisconsin. This Ecological Landscape is made up of glacial till plains and moraines. Most of this Ecological Landscape is composed of glacial materials deposited during the Wisconsin Ice Age, but the southwest portion consists of older, pre-Wisconsin till with a more dissected topography. Soils are lime-rich tills overlain in most areas by a silt-loam loess cap. Agricultural and residential interests throughout the landscape have significantly altered the historical vegetation. Erosion Lake Koshkonong was born with an irregular shoreline. The lake has been seeking a natural shoreline of rock, gravel or sand. Such names as Black Banks, and exposed, eroded peat bank typifies the problem. Threinen (1952) identified the problem over 50 years ago and stated, “Further evidence can found from the sight of uprooted trees and from duck hunters who will exclaim that what was their duck blink has now been claimed by the lake”. Due to the combined effects of ever-increasing water levels and the loss of aquatic plants, erosion of the wetlands and some adjacent uplands continues to date. Lake Koshkonong ranks 12th in the number of erosion Table 1. Number of Erosion Control Permits by lake issued in the South Central control permits issued in the DNR Region. Lakes with 20 permits or less are not shown. Data are taken from South Central Region (Table 1).
    [Show full text]
  • Climate Change in Selawik, Alaska Strategies for Community Health
    Climate Change in Selawik, Alaska Strategies for Community Health ANTHC Center for Climate and Health Funded by Report prepared by: Michael Brubaker, MS Prithviraj Chavan, P.E. James Berner, MD Mike Black John Warren, P.E. ANTHC recognizes all of our technical advisors for this report. Thank you for your support. LeeAnn Ayres, Selawik National Wildlife Reserve Eric Hanssen, ANTHC Tanya Ballot, Native Village of Selawik Millie Hawley, Maniilaq Association James Beylund, City of Selawik Lucy Snyder, Native Village of Selawik Susan Clark, Native Village of Selawik Allison Woodward, University of Alaska Fairbanks Paul Eaton, Maniilaq Association © Alaska Native Tribal Health Consortium (ANTHC), May 2012. Through adaptation, negative health effects can be prevented. TABLE OF CONTENTS Summary 1 Introduction 7 Community 9 Climate 11 Land 15 River 17 Water 19 Waste Water 21 Solid Waste 23 Transportation 25 Housing 27 Energy 29 Food 31 Conclusion 33 Figures 1. Map of Maniilaq Service Area 8 2. Google Maps view of Selawik and region 10 3. Mean Monthly Temperature Selawik (SNAP) 12 4. Mean Monthly Precipitation Selawik (SNAP) 13 5. Circulating Water, Vacuum Sewer Systems 29 6. Climate Change Health Assessment Findings, Selawik Alaska 34 Appendices A. Selawik Participants 35 B. Selawik Climate and Health Web Resources 36 C. General Climate Change Adaptation Guidelines 37 References 38 Cover Art: Whale Bone Mask by Larry Adams Rural Arctic communities are vulnerable to climate change and residents seek adaptive strategies that will protect public health. In the Inupiat community of Selawik, climate change is impacting the weather, land, river, wildlife, plants, and the lives of the people who live there.
    [Show full text]
  • Historic Stone Highway Culverts in New Hampshire Asset Management Manual
    Historic Stone Highway Culverts in New Hampshire Asset Management Manual Prepared for: New Hampshire Department of Transportation, Bureau of Environment, Concord. Prepared by: Historic Documentation Company, Inc., Portsmouth, RI September 2009 TABLE OF CONTENTS 1.0 INTRODUCTION .........................................................................................................1 1.1 Purpose......................................................................................................................1 1.2 Why Preserve Historic Stone Culverts .....................................................................2 2.0 IDENTIFYING HISTORIC STONE CULVERTS.......................................................4 2.1 General Information .................................................................................................4 2.2 New Hampshire Stone Culverts................................................................................7 2.3 Stone Box Culverts ...................................................................................................8 2.4 Stone Arch Culverts................................................................................................14 3.0 MAINTAINING HISTORIC STONE CULVERTS ..................................................16 3.1 General Maintenance Discussion ...........................................................................16 3.2 Inspection & Maintenance Program ......................................................................17 3.3 Clear Waterway .....................................................................................................18
    [Show full text]
  • Arctic and Subarctic Construction - Buildings
    UFC 3-130-07 16 JANUARY 2004 UNIFIED FACILITIES CRITERIA (UFC) DESIGN: ARCTIC AND SUBARCTIC CONSTRUCTION - BUILDINGS INACTIVE APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED UFC 3-130-07 16 JANUARY 2004 UNIFIED FACILITIES CRITERIA (UFC) DESIGN: ARCTIC AND SUBARCTIC CONSTRUCTION - BUILDINGS Any copyrighted material included in this UFC is identified at its point of use. Use of the copyrighted material apart from this UFC must have the permission of the copyright holder. U.S. ARMY CORPS OF ENGINEERS (Preparing Activity) NAVAL FACILITIES ENGINEERING COMMAND AIR FORCE CIVIL ENGINEER SUPPORT AGENCY Record of Changes (changes are indicated by \1\ ... /1/) Change No. Date Location INACTIVE _____________ This UFC supersedes TM 5-852-9, dated 25 March 1988. The format of this UFC does not conform to UFC 1-300-01; however, the format will be adjusted to conform at the next revision. The body of this UFC is the previous TM 5-852-9, dated 25 March 1988. UFC 3-130-07 16 JANUARY 2004 FOREWORD The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD(AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and work for other customers where appropriate. UFC are living documents and will be periodically reviewed, updated, and made available to users as part of the Services’ responsibility for providing technical criteria for military construction. Headquarters, U.S. Army Corps of Engineers (HQUSACE), Naval Facilities Engineering Command (NAVFAC), and Air Force Civil Engineer Support Agency (AFCESA) are responsible for administration of the UFC system.
    [Show full text]
  • Route Weather Resilience and Climate Change Adaptation Plans Scotland
    Route Weather Resilience and Climate Change Adaptation Plans Scotland Scotland Route: WRCCA plan Contents Director Route Asset Management statement 2 Executive summary 3 Introduction 4 Scotland Route WRCCA strategy 7 Scotland Route vulnerability assessment 8 Scotland Route impact assessment 19 Scotland Route WRCCA actions 35 Management and review 39 Purpose of this document This document sets out a Weather Resilience and Climate Change Adaptation (WRCCA) plan for Scotland Route supported by an evaluation of the resilience of rail infrastructure to historical weather events and an awareness of potential impacts from regional climate change projections. The resilience of rolling stock operating within the Route is not specifically assessed. The approach taken is consistent across all Network Rail’s Routes, and describes our current planned mitigations, how we intend to develop the plans further, and how we are improving the embedment of WRCCA across the business to deliver a railway fit for the future. Network Rail 1 Scotland Route: WRCCA plan Director Route Asset Management statement Climate change presents us with an unprecedented challenge to understand how shifts in temperature and rainfall will impact our network and to identify the actions we can take to proactively increase our weather resilience. In response to this challenge Scotland Route has developed a Weather Resilience and Climate Change Adaptation (WRCCA) plan which incorporates a number of programmes and initiatives designed to increase resilience of the railway in Scotland to effects of weather and climate change. Scotland is no stranger to the best and worst of the weather. In recent years we experienced the prolonged spell of heavy snow fall in 2010/11 and the severe rain and wind in 2012 and 2013.
    [Show full text]
  • Numerical Analysis of Ice Loads on Taraldsvikfossen Dam
    th 25 IAHR International Symposium on Ice Trondheim, 23 - 25 November 2020 Numerical analysis of ice loads on Taraldsvikfossen dam Andreas Seger1, 2, Bjørnar Sand1, Bård Arntsen1, Chris Petrich1, Megan O’Sadnick1,2 1 SINTEF Narvik, Narvik, Norway 2 UiT-The Arctic University of Norway, Tromsø, Norway [email protected], [email protected], [email protected], [email protected],[email protected], Static ice loads (ice actions) are a key design parameter for dams in cold climates. Since 2012, ice stresses have been measured at Taraldsvikfossen reservoir located in Narvik, Norway. Similar to earlier observations in Canada, it became evident from the first three years of data that various effects resulted in stresses, including thermal expansion and water level fluctuations, and that the relative dominance of the processes varied between seasons. A numerical model, using the commercially available finite element software LS-DYNA, is presented for the prediction of the stress field in an ice sheet due to temperature changes and water fluctuations as a function of time, under a variety of conditions. The finite element model accounts for variable temperature and properties through the thickness, an elastic foundation representation of the underlying water, nonlinear constitutive behavior of the ice, temperature dependent mechanical properties, flexibility of resisting structures. For verification of the numerical model, results from simulation are compared with measured temperatures and stresses at Taraldsvikfossen reservoir. 1. Introduction The age of the dams in Norway is increasing. The dams are a considerable value in terms of fixed capital assets and future profits. The consequences of a dam failure can often be very significant, causing both environmental and economic damage and loss of life.
    [Show full text]
  • Environmental Impact Assessment of the Citronen Zinc Project, North
    Citronen Base Metal Project Environmental Impact Assessment (Volume 1) January 2015 Rev 6 Licence 2007/02 Licensee Bedford (No. 3) limited (a wholly owned subsidiary of Ironbark Zinc Limited) Prepared by Ironbark Zinc Limited Level 1 350 Hay Street Subiaco 6008 Western Australia Tel.: + 61 8 6461 6350 and Orbicon A/S Ringstedvej 20 DK-4000 Roskilde Denmark Tel: + 45 46 30 03 10 REV. NO ISSUE DATE DESCRIPTION OF REVISION 01 Feb 2011 Draft report issued to BMP. Inclusion of NERI preliminary comments (February 2011). 02 March 2011 Shipping impacts update. Dust impacts update. 03 Aug 2012 Inclusion of BMP comments (April 2011). 04 March 2013 Inclusion of BMP comments (December 2012). Inclusion of BMP comments (February 2013). 05 July 2014 Final report submitted to MLSA (English, Danish, Greenlandic) Inclusion of BMP comments (December 2014). 06 January 2015 Final report submitted to MLSA (English, Danish, Greenlandic) ii Contents 1 EXECUTIVE SUMMARY .................................................................................................. 1 2 INTRODUCTION.......................................................................................................... 11 2.1 Project setting ....................................................................................................... 11 2.2 Ironbark Zinc Limited ............................................................................................ 13 2.3 Project history ....................................................................................................... 14
    [Show full text]
  • Weathertalk for January 2, 1998 Topic
    WeatherTalk for January 2, 1998 Topic: Preliminary Climate Summary for December 1997 The most striking characteristic of December was mild temperatures. Most northern Minnesota counties experienced one of the warmest five Decembers this century and the warmest since 1923 for some communities. Central and southern counties recorded one of the warmest ten Decembers this century. For some communities it was the warmest since 1965, while for others it was the warmest since December of 1959. MSP airport did not record a single day with below normal temperatures until the last day of the month. Precipitation was less than normal for most Minnesota communities, with snow cover well below normal. Total snowfall for the month ranged from 3 to 8 inches, again well below normal. Topic: A Brief History of Snow Shoveling Bernard Mergen in his recent book, Snow in America recounts the history of the snow shovel. As early as 1870, a patent was granted to William Wentworth of Seneca Falls, NY for a snow shovel with a riveted metal tip for scrapping. In 1889 a Lydia Fairweather applied for a patent on a snow shovel that had both attachable scrapper and scooper. The snow scooper, sometimes called a yooper scooper, is a large bucket shaped shovel with sides. It is a common snow removal device in the Upper Peninsula of Michigan and in Maine, where 100 to 200 inches of snow occurs most winters. The first plastic snow shovel patent was granted to a Robert Smith of New Jersey in 1939. These are by far the most popular sold today, many with metal tips for scrapping.
    [Show full text]
  • Dalton Highway
    A Guide's Guide to the DALTON HIGHWAY Northern Alaska Tour Company Written and researched by Robert R. Weeden * Edited by LJ Evans * with special contributions from LJ Evans Jack Reakoff Sarah Manriquez-Trujillo Reference Encyclopedia This section is intended to be an easy and trustworthy source of information for guides needing quick answers to questions that arise during the course of their Dalton Highway adventures. Some entries may seem only distantly apropos to the Dalton Highway/Arctic Alaska theme; however visitor curiosity tends to reflect not only their immediate surroundings but also their prior experiences in the state — as well as any preconceptions they might have brought with them. The overall scope of the project is, for this reason, quite broad. In fact, the previous file became so unwieldy I decided to split the guide into two sections. The first contains information on the human history and culture of Alaska’s Arctic; the second on its natural history. Some entries are duplicated, but only when they contain information important to understanding both human and natural histories – and the specific information in each is different. Thus, this volume contains information of human interactions with snow, and the second an entry detailing the mechanics and bedforms of snow. Both the human and natural landscapes of Alaska’s Arctic are constantly changing, probably now more than ever. This document will, therefore, need constant updating and refreshing. Guides should feel free to make suggestions, point out inadequacies and pass along any additional information. All such contributions will be gratefully received; hopefully, we can together maintain the Guide’s Guide as an important and useful tool for many generations of Dalton Highway guides.
    [Show full text]
  • Chapter 9, Environmental Consequences - Cultural Lake Koshkonong EA
    Chapter 9, Environmental Consequences - Cultural Lake Koshkonong EA Environmental Consequences Physical Erosion Due to the combined effects of ever-increasing water levels and the loss of aquatic plants, erosion of the wetlands and some adjacent uplands has been a problem for at least the last 50 years. RKLD and other citizens have recognized this problem and have attempted to deal with this by “armoring” part of the shoreline. The majority of these projects have included riprap armor (Figures 43 and 44) of wetland shoreland areas that have been eroded and lost over time. Figure 43. 6/13/03; USGS Gage - 776.31 msl; top of riprap protection at Carcajou Shallow Marsh at outside Figure 44. Carcajou Shallow Marsh Date: 5/13/2003 Water corner of riprap lakeward from opening behind Carcajou Elevation: 777.30 msl. Shallow Marsh. Elevation near top of rock is 777.48 msl. During 2002 and 2003, the RKLD worked cooperatively with wetland owners to protect approximately 38% or 4.7 miles of the 12.5 miles of wetland shoreline. In 2001 Act 16, the Legislature granted authorization to the District for a Lake Koshkonong Comprehensive Project (Table 2). Act 16 recognized the placement of breakwater structures was another suitable management approach to prevent wetland losses resulting from wind and seasonal flood conditions. RKLD is also currently involved with the U.S. Army Corps of Engineers (ACOE) in an Ecosystem Restoration Program (under Section 206 of the Water Resources Act) to further restore and protect wetlands and near-shore shallow water areas. The ACOE has identified several places in Lake Koshkonong where off shore breakwaters could provide protected habitat for plants and aquatic life.
    [Show full text]
  • SPCO FY09 Annual Report
    SSttaattee PPiippeelliinnee CCoooorrddiinnaattoorr’’ss OOffffiiccee Annual Report Fiscal Year 2009 This page is intentionally blank. Executive Summary The Joint Pipeline Office is an intergovernmental organization dedicated to overseeing the safe and reliable transportation of petroleum and natural gas products to market while promoting the protection of public health and safety and the environment. The State Pipeline Coordinator’s Office is an agency within the Alaska Department of Natural Resources that is co-located in the Joint Pipeline Office. Pipeline right-of-way leases that are issued by the State of Alaska under Alaska Statute 38.35 fall under the jurisdiction of the State Pipeline Coordinator and are administered by the State Pipeline Coordinator’s Office. The fiscal year 2009 State Pipeline Coordinator’s Office Annual Report describes the status of jurisdictional pipeline right-of-way leases. This report integrates information from all State Pipeline Coordinator’s Office activities and summarizes the prior calendar year's construction, operations, and maintenance activities on jurisdictional pipeline rights-of-way. The sections of this report include an overview of each jurisdictional pipeline, a summary of the annual reports submitted by the lessees, and a description of SPCO oversight programs and SPCO activities during the fiscal year 2009. This report does not provide a comprehensive record of all activities that are undertaken as part of the lessee’s pipeline systems management; rather, this report highlights certain information and activities in order to demonstrate the implementation of SPCO lease oversight. The pipeline ROW leases for SPCO jurisdictional pipelines require that the lessees submit annual reports compiled for the previously concluded calendar year.
    [Show full text]
  • Icequakes on Lakes in Alberta, Canada Authors Jeffrey Kavanaugh
    1 1 Title 2 A New Year’s Day Icebreaker: Icequakes on Lakes in Alberta, Canada 3 Authors 4 Jeffrey Kavanaugh1 5 *Ryan Schultz2 6 Laurence Andriashek2 7 Mirko van der Baan1 8 Hadi Ghofrani3 9 Gail Atkinson3 10 Daniel J. Utting2 11 12 1 University of Alberta, Edmonton, Alberta 13 2 Alberta Geological Survey, Edmonton, Alberta 14 3 Western University, London, Ontario 15 *Corresponding Author: [email protected] 16 17 Accepted in the Canadian Journal of Earth Sciences 18 doi: 10.1139/cjes-2018-0196. 19 2 20 Abstract 21 Any process that causes a sudden brittle failure of material has the potential to cause 22 earthquake-like seismic events. Cryoseisms represent an underreported class of seismic event 23 due to their (often) small magnitudes. In this paper, we document the phenomenon of some of 24 the largest magnitude lake-associated icequakes (ML 2.0) yet reported. These events occurred 25 nearly simultaneously (within ~2 hours) on geographically separate lakes in Alberta, Canada 26 starting January 1 2018. We conjecture that these events were caused by the sudden brittle 27 failure of lake ice due to thermal expansion; the effects of the thermal expansion were 28 compounded by the lack of insulating snow cover, high lake water levels, and a rapid onset of 29 atmospheric warming. These factors also contributed to ice-jacking – a repeating process in 30 which thermal contraction produces tensile cracks (leads) in lake ice that are then filled with 31 water that is frozen during the cooling cycle. Thus, any subsequent thermal expansion must be 32 accommodated by new deformation or brittle failure.
    [Show full text]