Environmental Checklist Form

Total Page:16

File Type:pdf, Size:1020Kb

Environmental Checklist Form PROJECT TITLE: Bahia Heights Residential Subdivision P2015-084, P2016-096; P2016-097; P2016-098 LEAD AGENCY: City of Novato Community Development Department 922 Machin Ave. Novato, California 94945 CONTACT PERSON: Brett Walker Senior Planner, City of Novato [email protected] (415) 493-4711 PROJECT LOCATION: 143-272-07 Misty Road, Novato PROJECT APPLICANT: Ryder Homes of California, Inc. GENERAL PLAN Low Density Residential (R1) DESIGNATION: ZONING: Planned Development EXISTING LAND USE: Undeveloped with graded building pads PROJECT SUMMARY The proposed project site is located in a low density residential area approximately 3.5 miles east of downtown Novato, 1.3 miles northeast of the Hwy 37 Petaluma River bridge, and 0.84 mile from the Petaluma River. The site consists of Assessor’s Parcel Number 143-272-07 and is located at the end of Misty Road in Novato, California. The proposed project would include the development of nine single-family homes on a vacant 8.7-acre hillside parcel which would begin low on the hillside and rise upward above Topaz Drive and sit below the upper ridgelines of this hillside. The homes would be one or two stories, range from 2,730 to 3,569 square feet, and would be between 21 feet and 27 feet, 2 inches in height. The nine lot areas range from 0.32 acre to 3.59 acre. Four different floor plans would be constructed, including both one- story and two-story designs. Houses would have dedicated two- and three-car garages attached to the units. On-street parallel parking is located on the north side of Misty Road, and 5 on-street parking spaces are located on the south side of Misty Road in two separate parking Bahia Heights Residential Subdivision December 2017 Initial Study Page i bays. The project would include the construction of necessary infrastructure improvements to serve the proposed subdivision, including installation of water and sewer lines, tree removal, the extension of Misty Road including additional sidewalk, drainage improvements, followed by the completion of all required site improvements on individual lots and the construction of the nine residences. There would also be installation of individual lot landscaping in the project development including a four-foot landscaping strip on the northern side of the street between the sidewalk and the street, and six to 14-foot wide landscape strips on the southern side of the street. No sidewalks are proposed for the southern side of the street. The proposed project site is surrounded by single-family residential development and is within the existing Bahia Subdivision. The project is located on an undeveloped hillside which was previously graded with individual building pads. Sixteen and 8/10th percent (16.8%) of the parcel is in the 0-10% slope range, 15.3% in the 10-25% range and 67.9% is greater than 25% slope. The project site is accessible through an existing roadway network. Access to the Bahia Subdivision and to the proposed nine lots would be through Atherton Avenue onto Bugeia Lane to Bahia Drive and Topaz Drive. The subdivision would be served from an extension of Misty Road. The closest highways to the proposed project site are U.S. Route 101 and Highway 37. There are currently no trails for viewshed at the proposed project site. The closest schools are Olive Elementary School, which is approximately 3.2 miles from the proposed site, and Marin Oaks High School, which is approximately 4.5 miles from the proposed project site. San Marin High School is 5.3 miles from the site. Novato High School is 5.2 miles from the project site. Sinaloa Middle School is 5.2 miles from the project site. Bahia Heights Residential Subdivision December 2017 Initial Study Page ii TABLE OF CONTENTS SECTION PAGE Acronyms .................................................................................................................................................... v Project Location .......................................................................................................................................... 1 Project Description .............................................................................................................................. 1 Surrounding Land Uses and Setting ................................................................................................. 1 Background Documents and Plans ................................................................................................... 2 Proposed Project Characteristics ....................................................................................................... 2 Entitlements and Required Approvals ........................................................................................... 13 Environmental Factors Potentially Affected: ....................................................................................... 15 Determination: .......................................................................................................................................... 16 Evaluation of Environmental Impacts: ................................................................................................. 17 Report Preparers ...................................................................................................................................... 91 APPENDICES A California Emissions Estimator Model Results B List of Species Observed On Site C Plant Species with Potential to Occur D Wildlife Species with Potential to Occur E Historic and Cultural Resources Evaluations F Geotechnical Evaluation G Sight Distance Evaluation FIGURES 1 Regional Map .......................................................................................................................... 5 2 Vicinity Map ........................................................................................................................... 7 3 Site Plan ................................................................................................................................... 9 4 Water Line Plan .................................................................................................................... 11 5 CNDDB Map ......................................................................................................................... 31 6 Biological Resources Map ................................................................................................... 35 TABLES 1 Thresholds of Significance ......................................................................................................... 21 2 Average Daily Unmitigated Construction Emissions ............................................................ 24 3 Daily Unmitigated Operational Emissions ............................................................................. 26 4 Vegetation Communities and Land Cover Types .................................................................. 33 5 Special-Status Plant Species ....................................................................................................... 38 6 Special-Status Wildlife Species .................................................................................................. 39 7 Estimated Annual Unmitigated Operational Greenhouse Gas Emissions ......................... 56 8 Typical Construction Equipment Noise Emission Levels and Usage Factors ................... 69 9 Short-Term Sound Level Measurements and Traffic Counts ............................................... 70 Bahia Heights Residential Subdivision December 2017 Initial Study Page iii 10 Vibration Velocities for Typical Construction Equipment .................................................... 72 11 Average Daily Traffic Volume .................................................................................................. 79 12 Trip Generation Summary ......................................................................................................... 80 13 Trip Generation Summary for Construction Traffic .............................................................. 81 Bahia Heights Residential Subdivision December 2017 Initial Study Page iv ACRONYMS AB Assembly Bill ABAG Association of Bay Area Governments ADT average daily traffic AFY acre-feet per year APE area of potential affect BAAQMD Bay Area Air Quality Management District BMP best management practice CalEEMod California Emissions Estimator Model CAPCOA California Air Pollution Control Officers Association CARB California Air Resources Board CBC California Building Code CCAP Climate Change Action Plan CCR California Code of Regulations CDFW California Department of Fish and Wildlife CEQA California Environmental Quality Act CH4 methane CMA Congestion Management Agency CMP Congestion Management Program CNDDB California Natural Diversity Database CNPS California Native Plant Society CO carbon monoxide CO2 carbon dioxide dBA A-weighted decibel EPA U.S. Environmental Protection Agency FEMA Federal Emergency Management Agency GHG greenhouse gas GIS geographic information system GWP Global Warming Potential IPaC Information, Planning and Conservation IPCC Intergovernmental Panel on Climate Change ITE Institute of Transportation Engineers LOS level of service mph miles per hour MRZ Mineral Resource Zone MS4 Municipal Separate Storm Sewer System MT CO2E metric tons of carbon dioxide equivalent N2O nitrous oxide NAHC Native American Heritage Commission NMWD North Marin Water District NOx oxides of nitrogen NUSD Novato Unified School District NWIC North West Information Center O3 ozone
Recommended publications
  • Introduction San Andreas Fault: an Overview
    Introduction This volume is a general geology field guide to the San Andreas Fault in the San Francisco Bay Area. The first section provides a brief overview of the San Andreas Fault in context to regional California geology, the Bay Area, and earthquake history with emphasis of the section of the fault that ruptured in the Great San Francisco Earthquake of 1906. This first section also contains information useful for discussion and making field observations associated with fault- related landforms, landslides and mass-wasting features, and the plant ecology in the study region. The second section contains field trips and recommended hikes on public lands in the Santa Cruz Mountains, along the San Mateo Coast, and at Point Reyes National Seashore. These trips provide access to the San Andreas Fault and associated faults, and to significant rock exposures and landforms in the vicinity. Note that more stops are provided in each of the sections than might be possible to visit in a day. The extra material is intended to provide optional choices to visit in a region with a wealth of natural resources, and to support discussions and provide information about additional field exploration in the Santa Cruz Mountains region. An early version of the guidebook was used in conjunction with the Pacific SEPM 2004 Fall Field Trip. Selected references provide a more technical and exhaustive overview of the fault system and geology in this field area; for instance, see USGS Professional Paper 1550-E (Wells, 2004). San Andreas Fault: An Overview The catastrophe caused by the 1906 earthquake in the San Francisco region started the study of earthquakes and California geology in earnest.
    [Show full text]
  • Western States Seismic Policy Council Policy Recommendation 18-3
    WESTERN STATES SEISMIC POLICY COUNCIL POLICY RECOMMENDATION 18-3 Definitions of Recency of Surface Faulting for the Basin and Range Province Policy Recommendation 18-3 WSSPC recommends that each state in the Basin and Range physiographic province (BRP), through consultation with state and federal geological surveys and other earthquake-hazard experts, define scientifically and societally relevant categories for recency of surface faulting (generally earthquake magnitude ≥M 6.5). WSSPC further recommends that in the absence of information to the contrary, all Quaternary faults be considered to have the recency of activity documented in the USGS Quaternary fault and fold database until more adequate data can be developed. Executive Summary Fault recency definitions are limited to the Quaternary because this period of geologic time is considered by the scientific community to be most relevant to paleoseismic studies of earthquake faults (Machette and others, 2004). The recency class of a fault is the youngest class based on the demonstrated age of most recent surface faulting. Latest Pleistocene-Holocene faults are included within the definition of late Quaternary faults, and both latest Pleistocene-Holocene and late Quaternary faults are included in Quaternary faults. Establishment/definition of surface-faulting recency categories are based on the ways that faults are portrayed on geologic maps and on the availability of geologic data in the BRP. Policy makers (owners, regulators, governmental agencies) should consult with state and federal geological surveys and other earthquake-hazard experts in using these recency categories and additional geologic data in developing definitions of hazardous faults to be considered in planning for development or infrastructure projects.
    [Show full text]
  • Late Quaternary Faulting in the Kaikoura Region, Southeastern Marlborough, New Zealand
    AN ABSTRACT OF THE THESIS OF Russell J. Van Dissen for the degree of Master of Science in Geology presented on February 15, 1989. Title: Late Quaternary Faulting in the Kaikoura Region, Southeastern Marlborough, New Zealand Redacted for privacy Abstract approved: Dr. Robert 8.0eats Active faults in the Kaikoura region include the Hope, Kekerengu, and Fidget Faults, and the newly discovered Jordan Thrust, Fyffe, and Kowhai Faults. Ages of faulted alluvial terraces along the Hope Fault and the Jordan Thrust were estimated using radiocarbon-calibrated weathering-rind measurements on graywacke clasts. Within the study area, the Hope Fault is divided, from west to east, into the Kahutara, Mt. Fyffe, and Seaward segments. The Kahutara segment has a relatively constant Holocene right-lateral slip rate of 20-32 mm/yr, and an earthquake recurrence interval of 86 to 600 yrs: based on single-event displacements of 3 to 12 m. The western portion of the Mt. Fyffe segment has a minimum Holocene lateral slip rate of 16 + 5 mm/yr .(southeast side up); the eastern portion has horizontal and vertical slip rates of 4.8+ 2.7 mm/yr and 1.7 + 0.2 mm/yr, respectively (northwest side up). There is no dated evidence for late Quaternary movementon the Seaward segment, and its topographic expression is much more subdued than that of the two western segments. The Jordan Thrust extends northeast from the Hope Fault, west of the Seaward segment. The thrust has horizontal and vertical slip rates of 2.2 + 1.3 mm/yr and 2.1 + 0.5 mm/yr, respectively (northwest side up), and a maximum recurrence interval of 1200 yrs: based on 3 events within the last 3.5 ka.
    [Show full text]
  • Active and Potentially Active Faults in Or Near the Alaska Highway Corridor, Dot Lake to Tetlin Junction, Alaska
    Division of Geological & Geophysical Surveys PRELIMINARY INTERPRETIVE REPORT 2010-1 ACTIVE AND POTENTIALLY ACTIVE FAULTS IN OR NEAR THE ALASKA HIGHWAY CORRIDOR, DOT LAKE TO TETLIN JUNCTION, ALASKA by Gary A. Carver, Sean P. Bemis, Diana N. Solie, Sammy R. Castonguay, and Kyle E. Obermiller September 2010 THIS REPORT HAS NOT BEEN REVIEWED FOR TECHNICAL CONTENT (EXCEPT AS NOTED IN TEXT) OR FOR CONFORMITY TO THE EDITORIAL STANDARDS OF DGGS. Released by STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES Division of Geological & Geophysical Surveys 3354 College Rd. Fairbanks, Alaska 99709-3707 $4.00 CONTENTS Abstract ............................................................................................................................................................ 1 Introduction ....................................................................................................................................................... 1 Seismotectonic setting of the Tanana River valley region of Alaska ................................................................ 3 2008 fi eld studies .............................................................................................................................................. 5 Field and analytical methods ............................................................................................................................ 5 Dot “T” Johnson fault ....................................................................................................................................... 7 Robertson
    [Show full text]
  • Surface Rupture of the 14 Nov 2016 Kaikoura
    The 14 Nov 2016 Mw 7.8 Kaikoura Earthquake: Surface rupture ... and much more Pilar Villamor on behalf of the Earthquake Geology Response Team (54): Adrian Benson, Alan Bischoff, Alex Hatem, Andrea Barrier, Andy Nicol, Anekant Wandres, Biljana Lukovic, Brendan Hall, Caleb Gasston, Callum Margetts, Cam Asher, Chris Grimshaw, Chris Madugo, Clark Fenton, Dan Hale, David Barrell, David Heron, Delia Strong, Dougal Townsend, Duncan Noble, Jamie Howarth, Jarg Pettinga, Jesse Kearse, Jack Williams, Joel Bensing, John Manousakis, Josh Borella, Joshu Mountjoy, Julie Rowland, Kate Clark, Kate Pedley, Katrina Sauer, Kelvin Berryman, Mark Hemphill-Haley, Mark Stirling, Marlene Villeneuve, Matt Cockroft, Narges Khajavi, Nick Griffiths, Philip Barnes, Pilar Villamor, Rachel Carne, Robert Langridge, Robert Zinke, Russ van Dissen, Sam McColl, Simon Cox, Steve Lawson, Tim Little, Tim Stahl, Ursula Cochran, Virgina Toy, William Ries, Zoe Juniper GNS Science 14 November Kaikoura Earthquake This talk - Background - Kaikoura Earthquake - Seismicity, ground motions - InSAR and GNSS - Preliminary rupture models - Surface Rupture - Tsunami, Landslides (if we have time..) Photo: Sally Dellow, GNS Science Surface rupture of the Papatea Fault displacing the coastal platform, road, railway and hill country. GNS Science Background • The 14 Nov event occurred in the region between the Hikurangi subduction system of the North Island and the oblique collisional regime of the South Island (Alpine Fault) GNS Science Background • The 14 Nov event ruptured several faults that expand into different tectonic domains: o The strike-slip Marlborough fault system consists of a series of right lateral strike-slip faults, some with reverse component, that link to the Alpine fault on the west and to the subduction margin fore-arc to the east.
    [Show full text]
  • Surface Rupture Database for Seismic Hazard Assessment
    RAPPORT Surface rupture database for Seismic Hazard Assessment 2015 Report of the Kick-Off Meeting of the “SURE Database” Working Group RT/PRP-DGE/2016-00022 Pôle radioprotection, environnement, déchets et crise Service de caractérisation des sites et des aléas naturels ABSTRACT The goal of the fault displacement hazard assessment is to describe and quantify the permanent displacement that can occur during an earthquake at the ground surface. One of the methods to do so is probabilistic (PFDHA: Probabilistic Fault Displacement Hazard Analysis) and is basically based on empirical approaches which allows predicting the possible displacement on the earthquake fault (« on-fault » displacement) and off this major fault on other fault segments (« off-fault » displacement). Predictive relationships (also called “regressions”) were published in the last 15 years (e.g. Youngs et al., 2003; Petersen et al., 2011; Takao et al., 2013) and they are based on data catalogs limited in case numbers and in magnitude ranges. Because there are practical applications of PFDHA in terms of engineering, there is concern in the geologists and engineers communities, for instance in the INQUA and the IAEA-ISSC groups, to improve the methodology. A first and critical step is to build up a community-sourced, worldwide, unified database of surface rupturing earthquakes to include a large number of earthquake cases in various seismotectonic contexts. This is the core task of the SURE (Surface Rupture Earthquake) Working Group which is growing with the support of INQUA and IAEA-ISSC. During the kick-off meeting held in Paris (October 2015) and sponsored by the Institut de Radioprotection et Sûreté Nucléaire (IRSN), earthquake geology experts from the USA, Europe (France, Italy, UK, Germany), Japan, New Zealand, South America (Argentina) formed this group and exchanged their experience in surface rupturing events during 3 days.
    [Show full text]
  • Seismic Ratings for Degrading Structural Systems
    73 Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 50, No. 2, June 2017 THE MW7.8 2016 KAIKŌURA EARTHQUAKE: SURFACE FAULT RUPTURE AND SEISMIC HAZARD CONTEXT Mark W. Stirling1, N. J. Litchfield2, P. Villamor2, R. J. Van Dissen2, A. Nicol3, J. Pettinga3, P. Barnes4, R. M. Langridge2, T. Little5, D. J. A. Barrell2, J. Mountjoy4, W. F. Ries2, J. Rowland6, C. Fenton3, I. Hamling2, C. Asher2, A. Barrier3, A. Benson5, A. Bischoff3, J. Borella3, R. Carne7, U. A. Cochran2, M. Cockroft3, S. C. Cox2, G. Duke1, F. Fenton3, C. Gasston6, C. Grimshaw3, D. Hale3, B. Hall6, K. X. Hao8, A. Hatem9, M. Hemphill-Haley10,13, D. W. Heron2, J. Howarth2, Z. Juniper2, T. Kane4, J. Kearse5, N. Khajavi3, G. Lamarche4, S. Lawson2, B. Lukovic2, C. Madugo11,13, J. Manousakis12,13, S. McColl7, D. Noble3, K. Pedley3, K. Sauer1, T. Stahll3, D. T. Strong2, D. B. Townsend2, V. Toy1, M. Villeneuve3, A. Wandres3, J. Williams1, S. Woelz4 and R. Zinke9 (Submitted March 2017; Reviewed April 2017; Accepted May 2017) ABSTRACT We provide a summary of the surface fault ruptures produced by the Mw7.8 14 November 2016 Kaikōura earthquake, including examples of damage to engineered structures, transportation networks and farming infrastructure produced by direct fault surface rupture displacement. We also provide an overview of the earthquake in the context of the earthquake source model and estimated ground motions from the current (2010) version of the National Seismic Hazard Model (NSHM) for New Zealand. A total of 21 faults ruptured along a c.180 km long zone during the earthquake, including some that were unknown prior to the event.
    [Show full text]
  • LOCAL HAZARD MITIGATION PLAN Published: October 17, 2017 City of Suisun City Local Hazard Mitigation Plan
    City of Suisun City LOCAL HAZARD MITIGATION PLAN Published: October 17, 2017 City of Suisun City Local Hazard Mitigation Plan Table of Contents Introduction .................................................................................................................................................... 3 Summary ................................................................................................................................................ 3 Definition of Hazard Mitigation .............................................................................................................. 3 Purpose of the Plan ............................................................................................................................... 4 Profile of City of Suisun City ...................................................................................................................... 5 General Data ......................................................................................................................................... 5 Existing Plans and Information ........................................................................................................... 28 Profile of Solano County ..................................................................................................................... 29 Prerequisites ............................................................................................................................................ 32 Plan Adoption .....................................................................................................................................
    [Show full text]
  • Seismotectonic Map of Afghanistan, with Annotated Bibliography
    Prepared under the auspices of the U.S. Agency for International Development Seismotectonic Map of Afghanistan, with Annotated Bibliography By Russell L. Wheeler, Charles G. Bufe, Margo L. Johnson, and Richard L. Dart Open-File Report 2005–1264 This report is USGS Afghanistan Project Product No. 011 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior Gale A. Norton, Secretary U.S. Geological Survey P. Patrick Leahy, Acting Director U.S. Geological Survey, Reston, Virginia 2005 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government This report has not been reviewed for stratigraphic nomenclature Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted material contained within this report. iii Contents 1. Abstract ......................................................................................................................................................1 2. Introduction................................................................................................................................................1 2.1. Seismotectonic
    [Show full text]
  • General Distribution and Characteristics of Active Faults and Folds in the Kaikoura District, North Canterbury
    General distribution and characteristics of active faults and folds in the Kaikoura District, North Canterbury Report No. R15/23 ISBN 978-0-478-15131-2 (print) 978-0-478-15132-9 (web) Report prepared for Environment Canterbury by DJA Barrell GNS Science March 2015 Report No. R15/23 ISBN 978-0-478-15131-2 (print) 978-0-478-15132-9 (web) PO Box 345 Christchurch 8140 Phone (03) 365 3828 Fax (03) 365 3194 75 Church Street PO Box 550 Timaru 7940 Phone (03) 687 7800 Fax (03) 687 7808 Website: www.ecan.govt.nz Customer Services Phone 0800 324 636 This report represents advice to Environment Canterbury and any views, conclusions or recommendations do not represent Council policy. The information in this report, together with any other information, may be used by staff to guide the design and review of monitoring and investigations programmes. General distribution and characteristics of active faults and folds in the Kaikoura District, North Canterbury D. J. A. Barrell GNS Science Consultancy Report 2014/210 Environment Canterbury Report R15/23 March 2015 DISCLAIMER This report has been prepared by the Institute of Geological and Nuclear Sciences Limited (GNS Science) exclusively for and under contract to Environment Canterbury. Unless otherwise agreed in writing by GNS Science, GNS Science accepts no responsibility for any use of or reliance on any contents of this Report by any person other than Environment Canterbury and shall not be liable to any person other than Environment Canterbury, on any ground, for any loss, damage or expense arising from such use or reliance.
    [Show full text]
  • Smith-Konter, B., D. Sandwell, and M. Wei (2010
    inSights the EarthScope newsletter summer 2010 EarthScope NEWSNews Integrating GPS & InSAR to Resolve Stressing Rates Along the San Andreas System The absence of a major earthquake over the past three centuries along the southern San Andreas fault, a region home to over 10 million people and the site of large earthquakes in the past, provides ample motivation for studying the loading conditions of an active plate boundary. A comparison of strain rate maps of the western United States, produced by 15 research groups using primarily the same GPS measurements, reveals that modeled rates can differ by a factor of 5-8, with largest differences along the most active faults. Participants in the EarthScope San Andreas interpretive workshop (www.earthscope.org/eno/parks) show how New estimates of seismic hazard will rely on high compute continuous velocities before obtaining a the PBO-GPS station at CSU San Bernardino is moving resolution measurements of crustal deformation strain rate map. Simple dislocation models predict relative to North America. Photo by Shelley Olds and a secure understanding of strain rate derived that strain rate is proportional to slip rate divided ■ Register and apply for travel from such measurements. The growing archive by the locking depth, so even when using similar support by July 15 for the of EarthScope’s Plate Boundary Observatory slip rates, strain rates can differ by a factor of 2-3 EarthScope Institute on the (PBO) GPS data is uniquely positioned to provide because of different fault depth assumptions. Spectrum of Fault Slip Behaviors a large-scale perspective on plate boundary strain; October 11-14 in Portland, OR however it cannot accurately resolve the highest A collaborative effort involving 15 research groups (www.earthscope.org/workshops/ strain rates near the most active faults.
    [Show full text]
  • Insights the Earthscope Newsletter
    inSights the EarthScope newsletter EarthScope National Office College of Oceanic and Atmos. Sciences Oregon State University 104 COAS Admin. Bldg. Corvallis, OR 97331-5503 NEWS Inside this issue... Integrating GPS & InSAR Along the San Andreas System Edge-Driven Convection Beneath the Rio Grande Rift EarthScope News 2010 IRIS Workshop in Snowbird, UT EarthScope facilities are funded by the National Science Foundation and are being operated and maintained by UNAVCO Inc. and the Incorporated Research Institutions for Seismology with contributions from the U.S. Geological Survey and several national and international organizations. The newsletter is published by the EarthScope National Office at Oregon State University. The content of the newsletter material represents the views of the author(s) and not necessarily of the National Science Foundation. inSights is a quarterly publication showcasing exciting scientific findings, developments, and news relevant to the EarthScope program. Contact [email protected] to be added or deleted from the hardcopy mailing list; electronic copies are available at www. earthscope.org/publications/onsite. Editor: Jochen Braunmiller, OSU/EarthScope National Office, [email protected]. Production Editor: Charlotte Goddard, OSU/EarthScope National Office, [email protected] IRIS Celebrates its 25th Anniversary at the 2010 Workshop More than 230 scientists, including over 50 students and postdocs, gathered large datasets and arrays. The poster sessions included EarthScope June 9-11 at the Snowbird Resort in Utah for the 2010 Workshop and to research from the Transportable Array, Flexible Array experiments, celebrate the 25th anniversary of IRIS, a success story of extraordinary and the magnetotelluric (MT) array. Special Interest Groups (SIGs) and collaboration within the seismological community.
    [Show full text]