Fish Passage and Screening Design Supplement 14N
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PA 4-H Horse Cloverbud Activity Book B
PA 4-H Horse Cloverbud Activity Book B Name: Club Name: County: Thank you for helping with the PA 4-H Horse Cloverbud Program! Here are some notes to help you lead this project: The PA 4-H Horse Cloverbud Policy & Safety Guidelines must be followed at all times when using this activity book. Please see your Extension Office or http://extension.psu.edu/4-h/projects/ horses/cloverbud-program/cloverbud-policy-and-guidelines for a copy of the policy and guidelines. Many sections include a variety of activities. At least one activity per section must be completed. There will be three PA 4-H Horse Cloverbud Activity Books. All Cloverbud members in one club or group should complete the same book in the course of one year, regardless of their ages or the length of time they have been members. Ex: This year, all Cloverbud Horse Club members complete Book B. Next year, all members will complete Book C, etc. Currently, this curriculum is available as an electronic publication. Please contact your local Extension Office for printed copies. For additional Cloverbud activities, please refer to our Leader & Educator Resource page located at http://extension.psu.edu/4-h/projects/horses/cloverbud-program/leader-resources. PA 4-H Horse Cloverbud Mission This educational program provides safe, fun, hands-on, developmentally appropriate learning opportunities for 4-H youth ages 5 to 7 years (as of January 1st). Using horses, this program will focus on participation as well as cooperative learning in informal settings. Summary of Differences Between -
Ame R I Ca N Pr
A Century of ME R I CA N R IDE A P August 1 3th- 16th 2014 R EGULAR A DMISSION Adults $9.00 | Kids 6-12 $5.00 | Age 5 & under Free W EDNESDAY S PECIAL All Day Adult $5.00 |Kids 6-12 $3.00 | Age 5 & under Free Fair Passes & Carnival Armbands Discounted July 1st - August 1 2th Courtesy of Grants Pass Daily Courier 2 2014 Schedule of Events SUBJECT TO CHANGE 9 AM 4-H/FFA Poultry Showmanship/Conformation Show (RP) 5:30 PM Open Div. F PeeWee Swine Contest (SB) 9 AM Open Div. E Rabbit Show (PR) 5:45 PM Barrow Show Awards (SB) ADMISSION & PARKING INFORMATION: (may move to Thursday, check with superintendent) 5:30 PM FFA Beef Showmanship (JLB) CARNIVAL ARMBANDS: 9 AM -5 PM 4-H Mini-Meal/Food Prep Contest (EB) 6 PM 4-H Beef Showmanship (JLB) Special prices July 1-August 12: 10 AM Open Barrow Show (SB) 6:30-8:30 PM $20 One-day pass (reg. price $28) 1:30 PM 4-H Breeding Sheep Show (JLB) Midway Stage-Mercy $55 Four-day pass (reg. price $80) 4:30 PM FFA Swine Showmanship Show (GSR) Grandstand- Truck & Tractor Pulls, Monster Trucks 5 PM FFA Breeding Sheep and Market Sheep Show (JLB) 7 PM Butterscotch Block closes FAIR SEASON PASSES: 5 PM 4-H Swine Showmanship Show (GSR) 8:30-10 PM PM Special prices July 1-August 12: 6:30 4-H Cavy Showmanship Show (L) Midway Stage-All Night Cowboys PM PM $30 adult (reg. -
"Evaluation of Submerged Weir to Reduce Fish Impingement at Indian Point." May 25-Jul 29,1977
wilveveaI, PDR ADOCK 05' p 0 -v EVALUATION OF A SUBMERGED WEIR TO REDUCE FISH IMPINGEMENT AT INDIAN POINT. FOR THE PERIOD 25 MAY - 29 JULY 1977 March 1978 Prepared for CONSOLIDATED EDISON COMPANY OF NEW YORK, INC. 4 Irving Place New York, New York 10003 .Prepared by TEXAS INSTRUMENTS INCORPORATED Science Services Division P.O. Box 5621 Dallas, Texas 75222 Copyright March 1978 by Consolidated Edison Company of New York, Inc. science Services division TABLE OF CONTENTS Section Title Page I INTRODUCTION I-i Ii METHODS AND MATERIALS 'I-i A. INDIAN POINT NUCLEAR PLANT 'I-i B. STUDY DESIGN 11-1 III RESULTS 111-1 IV DISCUSSION IV-l V LITERATURE CITED APPENDIX Appendix Title A IMPINGEMENT DATA COLLECTED AT INDIAN POINT UNIT 1 DURING THE COURSE OF WEIR STUDY, 25 MAY-29 JULY 1977 TABLES Table Title Page 111-1 Taxon List of Fish Collected during Submerged 111-2 Weir Study 111-2 Results of Two-tailed Mann-Whitney U-Tests Comparing 111-3 Number of Fish Collected Daily from Traveling Screens at Indian Point Unit 1 during Periods of Weir and Fixed Screen Operation ILLUSTRATIONS Figure Title Page 11-1 Indian Point Plant Layout 11-2 11-2 Cross Section of Unit 1 Forebay with Submerged Weir and 11-4 Back-up Fine N~esh Screen 11-3 Details of Submerged Weir Construction 11-4 science services division SECTION I INTRODUCTION Impingement of fish at power plant intakes is often an unavoidable consequence of withdrawals of large volumes of water from cooling water sources. Frequently, the magnitude of the impingement problem can be re duced by careful design of intake structures and judicious selection of intake location (USEPA, 1973). -
A Celebration of Wood
A Celebration of Wood The family compound is nestled in a private valley set back from the main road. CASE STUDY: April 2011 (Part 1) LANCASTER COUNTY, PENNSYLVANIA Introduction et deep in the heart of Lancaster County, SPennsylvania, is a project that rapidly attained the title Celebration of Wood. True to the 140 acre farmland property’s roots, this project was designed from the start to showcase the natural beauty of forest products. A finished Certi-Sawn® yellow cedar tapersawn shake roof of planning and consultation have gone into this project, and he is clearly thrilled to see his firm’s designs come to life. The theme of this project is “community” and the buildings are designed to suit the lifestyle of a remarkable couple with three grown children, each who have settled Tranquil, tree-lined drive en route to a unique family retreat in a different area of the U.S. After decades spent in Reed Axelrod, AIA, LEED AP of Reed Axelrod Architects in suburban areas, the family decided that a more rural Philadelphia, PA, has a successful 15-year track record lifestyle was preferred. The owners wanted a fully with this project’s clients. He and Project Architect, Diana functional home, equipped with the latest technologies, Henze, have worked together on three previous projects yet also one that remained true to its country roots. for this particular client. He describes his clients as Axelrod has created a design that is perfectly sensitive to “wonderful to work with” as they are open to new ideas, his clients' needs by combining modern amenities with love creative solutions, and encourage spaces that allow living space that permits treasured privacy and reflection. -
Fishway Ladder
FREQUENTLY ASKED QUESTIONS A. Fishway B. Riverwalk C. DNR Compliance with NR 333 D. Dam Removal E. Property Issues F. Fish and Aquatic Life G. Wildlife H. Recreational Use A. Fishway 1. What is the estimated cost to build a fishway at Bridge Street dam? The engineering consultant, Bonestroo, has estimated the cost at $1.3 million per the NOAA grant. 2. If the fishway is constructed next year, will it have to be rebuilt when the dam needs to be removed and replaced? Essentially no. Most of the fishway is a separate upstream structure and will not be impacted by demolition and construction of a new dam. The fishway entrance area may need to be modified if a new dam is installed or if the dam abutments are altered. 3. Why is the fishway being constructed on the west bank of the river? The west bank allows land owned by the Village of Grafton to be used for a portion of the channel alignment. Furthermore, the heaviest construction will likely be in the area currently owned by the Village (penetration of the west dam abutment). Other advantages include the appeal to tourists able to view fish entering and ascending the fishway from the riverwalk, and the known presence of shallow bedrock helping assure good foundation characteristics. Furthermore, the historic mill race crosses the area, and a portion of the mill race alignment may assist with fishway construction. 4. How long will it take to complete the construction of the fishway? The fishway will be completed by late fall of 2010. -
Freshwater Intake End-Of-Pipe Fish Screen Guideline
Department of Fisheries and Oceans DRAFT Freshwater Intake End-of-Pipe Fish Screen Guideline Fisheries Pêches and Oceans et Océans DRAFT Department of Fisheries and Oceans Freshwater Intake End-of-Pipe Fish Screen Guideline Fisheries Pêches and Oceans et Océans Freshwater Intake End-of-Pipe FishDRAFT Screen Guideline Published by: Communications Directorate Department of Fisheries and Oceans Ottawa, Ontario K1A OE6 DFO / 5080 © Minister of Supply and Services Canada 1995 ISBN 0-662-23168-6 Catalogue No. Fs 23-270 / 1995E Printed on recycled paper Freshwater Intake End-of-Pipe FishDRAFT Screen Guideline Table of 1.0 Introduction 1 Contents 2.0 Guideline Objective 1 3.0 Information Requirements for Evaluation of Intake Screens 3 4.0 Design, Installation, and Maintenance of Freshwater intake End-of-Pipe Fish Screens 3 4.1 Fish Screen Criteria 4 4.2 Design of Fixed End-of-Pipe Fish Screens 6 4.3 Installation 8 4.4 Cleaning and Maintenance 15 References 17 Glossary 19 Appendix A: Information Requirements 21 Appendix B: Sample Calculation 23 Appendix C: Units of Conversion 25 Appendix D: DFO Regional Contacts 27 March 1995 Page i Freshwater Intake End-of-Pipe FishDRAFT Screen Guideline List of Figure 1 - Open Screen Areas for End-of-Pipe Water Figures Intake Flows 9 Figure 2 - Common Screen Shapes and Area Formulae 10 Figure 3 - Typical Applications and Features of End-of-Pipe Screens 11 Figure 4 - Examples of Typical Screen and Material Types 12 Figure 5 - Examples of Typical Installations of End-of-Pipe Screens 13 Table 1 - Summary of Common Fish Species and List of Swimming Modes 5 Tables Table 2 - Open Screen Area Required for End-of-Pipe Water Intakes 7 Table 3 - Examples of Screen Material 7 March 1995 Page iii Freshwater Intake End-of-Pipe FishDRAFT Screen Guideline The Department of Fisheries and Oceans (DFO) has prepared the Freshwater Intake End-of-Pipe Fish Screen Guideline to 1.0 assist proponents in the design and installation of fish screens |for the protection of anadromous and resident fish where freshwater is extracted from fish-bearing waters. -
Fish Passage Engineering Design Criteria 2019
FISH PASSAGE ENGINEERING DESIGN CRITERIA 2019 37.2’ U.S. Fish and Wildlife Service Northeast Region June 2019 Fish and Aquatic Conservation, Fish Passage Engineering Ecological Services, Conservation Planning Assistance United States Fish and Wildlife Service Region 5 FISH PASSAGE ENGINEERING DESIGN CRITERIA June 2019 This manual replaces all previous editions of the Fish Passage Engineering Design Criteria issued by the U.S. Fish and Wildlife Service Region 5 Suggested citation: USFWS (U.S. Fish and Wildlife Service). 2019. Fish Passage Engineering Design Criteria. USFWS, Northeast Region R5, Hadley, Massachusetts. USFWS R5 Fish Passage Engineering Design Criteria June 2019 USFWS R5 Fish Passage Engineering Design Criteria June 2019 Contents List of Figures ................................................................................................................................ ix List of Tables .................................................................................................................................. x List of Equations ............................................................................................................................ xi List of Appendices ........................................................................................................................ xii 1 Scope of this Document ....................................................................................................... 1-1 1.1 Role of the USFWS Region 5 Fish Passage Engineering ............................................ -
Fish Passage Profiles Evaluation Report
Potter Valley Project Ad Hoc Committee Fish Passage Profiles Evaluation Report December 2019 Developed by the Fish Passage Working Group Fish Passage Working Group Report Contributors Scenarios and Options Subgroup Scoring Subgroup Craig Addley (Consultant to PG&E) Craig Addley (Consultant to PG&E) Joshua Fuller (NMFS) Joshua Fuller (NMFS) Paul Kubicek (PG&E) Damon Goodman (USFWS) Jon Mann (CDFW) Paul Kubicek (PG&E) David Manning (Sonoma Water) Jon Mann (CDFW) Scott McBain (Consultant to RVIT) David Manning (Sonoma Water) Darren Mierau (CalTrout) Scott McBain (Consultant to RVIT) Steve Thomas (NMFS) Darren Mierau (CalTrout) Allen Renger (CDFW) Steve Thomas (NMFS) Larry Wise (PG&E) The scenarios subgroup developed the conceptual passage scenarios and options. The scoring subgroup developed and used a passage scoring matrix to evaluate the passage options. Facilitation Team Facilitators Gina Bartlett and Stephanie Horii of Consensus Building Institute assisted the subgroups to document the process and compile results into this final report. 2 Executive Summary Background and Purpose The Potter Valley Project on the Eel River is a set of hydroelectric facilities that includes two large dams (Scott and Cape Horn), water-diversion facilities, and a powerhouse. The project involves an inter-basin transfer that stores winter runoff from the upper Eel River and diverts much of that water to the Russian River to generate hydroelectric power and meet contract water demands. Scott Dam, which creates Lake Pillsbury, is a complete barrier to native fish species, preventing access to high value habitat for federally Endangered Species Act (ESA)-listed anadromous salmonids. To balance diverse Potter Valley Project interests, Congressman Jared Huffman established an Ad Hoc Committee comprised of representative stakeholder groups across four counties, who have agreed to work collaboratively towards a two-basin solution. -
Open House Summary Report
Nimbus Hatchery Fish Passage Project Environmental Impact Statement and Environmental Impact Report Open House Summary Report Rancho Cordova, California US Department of the Interior Bureau of Reclamation California Department of Fish and Game February 2011 Contents Page 1. Introduction ............................................................................................................1 1.1 Overview of the Public Involvement Process ..............................................1 1.2 Description of the Public Involvement Process to Date ..............................2 2. Meeting Overview ..................................................................................................5 3. Comment Summary ...............................................................................................7 4. Future Steps ............................................................................................................9 4.1 Summary of Future Steps and Public Participation Opportunities ..............9 4.2 Contact Information .....................................................................................9 Table Page 3-1 Summary of Comments ...........................................................................................8 Appendix Draft EIS/EIR Public Involvement Materials Nimbus Hatchery Fish Passage Project EIS/EIR February 2011 Open House Summary Report i Acronyms Acronym Full Phrase CCAO Central California Area Office CCR California Code of Regulations CDFG California Department of Fish and Game CEQA California -
NP 2013.Docx
LISTE INTERNATIONALE DES NOMS PROTÉGÉS (également disponible sur notre Site Internet : www.IFHAonline.org) INTERNATIONAL LIST OF PROTECTED NAMES (also available on our Web site : www.IFHAonline.org) Fédération Internationale des Autorités Hippiques de Courses au Galop International Federation of Horseracing Authorities 15/04/13 46 place Abel Gance, 92100 Boulogne, France Tel : + 33 1 49 10 20 15 ; Fax : + 33 1 47 61 93 32 E-mail : [email protected] Internet : www.IFHAonline.org La liste des Noms Protégés comprend les noms : The list of Protected Names includes the names of : F Avant 1996, des chevaux qui ont une renommée F Prior 1996, the horses who are internationally internationale, soit comme principaux renowned, either as main stallions and reproducteurs ou comme champions en courses broodmares or as champions in racing (flat or (en plat et en obstacles), jump) F de 1996 à 2004, des gagnants des neuf grandes F from 1996 to 2004, the winners of the nine épreuves internationales suivantes : following international races : Gran Premio Carlos Pellegrini, Grande Premio Brazil (Amérique du Sud/South America) Japan Cup, Melbourne Cup (Asie/Asia) Prix de l’Arc de Triomphe, King George VI and Queen Elizabeth Stakes, Queen Elizabeth II Stakes (Europe/Europa) Breeders’ Cup Classic, Breeders’ Cup Turf (Amérique du Nord/North America) F à partir de 2005, des gagnants des onze grandes F since 2005, the winners of the eleven famous épreuves internationales suivantes : following international races : Gran Premio Carlos Pellegrini, Grande Premio Brazil (Amérique du Sud/South America) Cox Plate (2005), Melbourne Cup (à partir de 2006 / from 2006 onwards), Dubai World Cup, Hong Kong Cup, Japan Cup (Asie/Asia) Prix de l’Arc de Triomphe, King George VI and Queen Elizabeth Stakes, Irish Champion (Europe/Europa) Breeders’ Cup Classic, Breeders’ Cup Turf (Amérique du Nord/North America) F des principaux reproducteurs, inscrits à la F the main stallions and broodmares, registered demande du Comité International des Stud on request of the International Stud Book Books. -
Fish Passage at Dams Strategic Analysis
Fish Passage at Dams Strategic Analysis Wisconsin Department of Natural Resources February 5, 2018 Nature-like Fishway at Thiensville Dam on Milwaukee River in Ozaukee County, WI Table of Contents Foreword ....................................................................................................................................................... 4 Executive Summary ....................................................................................................................................... 5 1 History of Fish Passage at Dams Policy in Wisconsin ............................................................................ 7 2 Regulatory Framework and Department Procedures and Guidelines ................................................ 11 3 Types of Fish Passage .......................................................................................................................... 19 3.1 Overview ..................................................................................................................................... 19 3.2 Upstream Fish Passage Technologies ......................................................................................... 19 3.2.1 Fishways (Passive) ............................................................................................................... 20 3.2.2 Fish Lifts and Locks (Active) ................................................................................................ 26 3.2.3 Collection and Transport (Active) ...................................................................................... -
8 Chittenden Locks 47
Seattle’s Aquatic Environments: Hiram M. Chittenden Locks Hiram M. Chittenden Locks The following write-up relies heavily on the Hiram M. Chittenden Locks/Salmon Bay Subarea Chapter by Fred Goetz in the Draft Reconnaissance Assessment – Habitat Factors that Contribute to the Decline of Salmonids by the Greater Lake Washington Technical Committee (2001). Overview The Hiram M. Chittenden Locks (Locks) were Operation of the navigational locks involves constructed by the U.S. Army Corps of Engineers raising or lowering the water level within either (the Corps) in 1916 and commissioned in 1917. the large or small lock chamber so that vessels may The Locks were built as a navigation project to pass between the two waterbodies. The filling and allow boats to travel from the marine waters of emptying of the large lock chamber is achieved by Puget Sound to the protected freshwaters of Lake use of a system of two large conduits that can Union and Lake Washington. The Locks are either fill the entire lock or half of the lock. This comprised of two navigational lock chambers: a is achieved by using a miter gate that divides the large lock that accommodates both large and small large lock chamber into two sections. Water is vessels and a small lock used by smaller vessels. In taken into the conduits via two culvert intakes addition to the lock chambers, the Locks include a located immediately upstream of the structure. dam, 6 spillway bays, and a fish ladder. Water is conveyed through each conduit and is The Locks form a dam at the outlet of the Lake discharged into the lock chamber through outlet Washington and Lake Union/Ship Canal system culverts on each side of the chamber.