National Management Measures to Control Nonpoint Source Pollution from Hydromodification
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Dayton Valley Development Guidelines Final Draft
FINAL DRAFT Dayton Valley Development Guidelines Supplement to the Dayton Valley Area Drainage Master Plan prepared for August Lyon County | Storey County | 2019 Carson Water Subconservancy District i FINAL DRAFT Table of Contents 1 Introduction .......................................................................................................................................... 1 1.1 Background and Rationale ............................................................................................................ 3 1.1.1 More Frequent Flooding ....................................................................................................... 3 1.1.2 Larger Flood Peaks ................................................................................................................ 3 1.1.3 Scour and Erosion ................................................................................................................. 3 1.1.4 Flow Diversion ....................................................................................................................... 3 1.1.5 Flow Concentration ............................................................................................................... 3 1.1.6 Expanded Floodplains ........................................................................................................... 3 1.1.7 Reduced Surface Storage ...................................................................................................... 3 1.1.8 Decreased Ground Water Recharge .................................................................................... -
Request for Proposal No. PWG117-FLOOD-2154 West Fontana Channel Bioswale Improvements
Request for Proposal No. PWG117-FLOOD-2154 West Fontana Channel Bioswale Improvements County of San Bernardino Flood Control Engineering Division 825 E. Third Street, Rm. 140 San Bernardino, CA 92415 Release Date: August 18, 2016 Deadline Date: September 8, 2016 (Rev 1/30/2015) San Bernardino County Request for Proposal No. PWG117-FLOOD-2154 Flood Control District West Fontana Channel Bioswale Page 2 of 48 Improvements TABLE OF CONTENTS I. Introduction ................................................................................................................................................................. 3 A. PROPOSAL SUBMISSION ............................................................................................................................................... 3 B. PURPOSE ..................................................................................................................................................................... 3 C. TERM OF AGREEMENT .................................................................................................................................................. 3 D. QUESTIONS .................................................................................................................................................................. 3 E. CORRESPONDENCE ...................................................................................................................................................... 3 F. ADMONITION TO PROPOSERS ........................................................................................................................................ -
Upper Susquehanna River Basin Flood Damage Reduction Study
Final Fish and Wildlife Coordination Act Report Upper Susquehanna Comprehensive Flood Damage Reduction Study Prepared For: U.S. Army Corps of Engineers Prepared By: Department of the Interior U.S. Fish and Wildlife Service New York Field Office Cortland, New York Preparers: Anne Secord & Andy Lowell New York Field Office Supervisor: David Stilwell February 2019 EXECUTIVE SUMMARY Flooding in the Upper Susquehanna watershed of New York State frequently causes damage to infrastructure that has been built within flood-prone areas. This report identifies a suite of watershed activities, such as urban development, wetland elimination, stream alterations, and certain agricultural practices that have contributed to flooding of developed areas. Structural flood control measures, such as dams, levees, and floodwalls have been constructed, but are insufficient to address all floodwater-human conflicts. The U.S. Army Corps of Engineers (USACE) is evaluating a number of new structural and non-structural measures to reduce flood damages in the watershed. The New York State Department of Environmental Conservation (NYSDEC) is the “local sponsor” for this study and provides half of the study funding. New structural flood control measures that USACE is evaluating for the watershed largely consist of new levees/floodwalls, rebuilding levees/floodwalls, snagging and clearing of woody material from rivers and removing riverine shoals. Non-structural measures being evaluated include elevating structures, acquisition of structures and property, relocating at-risk structures, developing land use plans and flood proofing. Some of the proposed structural measures, if implemented as proposed, have the potential to adversely impact riparian habitat, wetlands, and riverine aquatic habitat. In addition to the alternatives currently being considered by the USACE, the U.S. -
Biofiltration Media Optimization – Phase I FINAL REPORT
ST. ANTHONY FALLS LABORATORY Engineering, Environmental and Geophysical Fluid Dynamics Project Report No. 593 Biofiltration Media Optimization – Phase I FINAL REPORT by Andrew J. Erickson, Jessica L. Kozarek, Kathryn A. Kramarczuk, and Laura Lewis St. Anthony Falls Laboratory, University of Minnesota, 2 Third Avenue SE Minneapolis, MN 55455 Prepared for University of Minnesota Water Resources Center, Minnesota Stormwater Research Council December 2020 Minneapolis, Minnesota Cite as: Erickson, AJ, Kozarek, JL, Kramarczuk, KA, and Lewis, L. (2020). “Biofiltration Media Optimization – Phase 1 Final Report.” Project Report No. 593, St. Anthony Falls Laboratory, University of Minnesota, Minneapolis, MN. December 2020. Biofiltration Media Optimization – Phase I Final Report – December 2020 This project was supported by the Minnesota Stormwater Research and Technology Transfer Program administered by the University of Minnesota Water Resources Center through an appropriation from the Clean Water Fund established by Minnesota Clean Water Land and Legacy Amendment and from the Minnesota Stormwater Research Council with financial contributions from: ● Capitol Region Watershed District ● Comfort Lake-Forest Lake Watershed District ● Mississippi Watershed Management Organization ● Nine Mile Creek Watershed District ● Ramsey-Washington Metro Watershed District ● South Washington Watershed District ● City of Edina ● City of Minnetonka ● City of Woodbury, and ● Wenck Associates ● Minnesota Cities Stormwater Coalition For more information about the Center and the Council, visit: https://www.wrc.umn.edu/projects/storm-waste-water For more information about the Minnesota Clean Water, Land and Legacy Amendment, visit: https://www.legacy.mn.gov/about-funds Any opinions, findings, conclusions, or recommendations expressed in this publication are those of the author(s) and do not necessarily reflect the view of the Water Resources Center or the Minnesota Stormwater Research Council. -
US EPA Stormwater Best Management Practice Design Guide
United States Office of Research EPA/600/R-04/121 Environmental Protection and Development September 2004 Agency Washington DC 20460 Stormwater Best Management Practice Design Guide: Volume 1 General Considerations EPA/600/R-04/121 September 2004 Stormwater Best Management Practice Design Guide Volume 1 General Considerations By Michael L. Clar, P.E. Ecosite, Inc. Ellicott City, Maryland, 21042 Billy J. Barfield, P.E., Ph.D. Professor Emeritus Department of Agricultural Engineering Oklahoma State University Stillwater, Oklahoma Thomas P. O’Connor Urban Watershed Management Branch Water Supply and Water Resources Division National Risk Management Research Laboratory Edison, NJ 08837 Order No. 1C-R059-NTSX Project Officer Thomas P. O’Connor Urban Watershed Management Branch Water Supply and Water Resources Division National Risk Management Research Laboratory Edison, NJ 08837 NATIONAL RISK MANAGEMENT RESEARCH LABORATORY OFFICE OF RESEARCH AND DEVELOPMENT U.S. ENVIRONMENTAL PROTECTION AGENCY CINCINNATI, OH 45268 Notice The U.S. Environmental Protection Agency through its Office of Research and Development partially funded and collaborated in the research described here under Order Number 1C-R059- NTSX to Ecosite, Inc. It has been subjected to the Agency’s peer and administrative review and has been approved for publication as an EPA document. Mention of trade names or commercial products does not constitute endorsement or recommendation for use. ii Foreword The U.S. Environmental Protection Agency (EPA) is charged by Congress with protecting the Nation's land, air, and water resources. Under a mandate of national environmental laws, the Agency strives to formulate and implement actions leading to a compatible balance between human activities and the ability of natural systems to support and nurture life. -
Stop Log Flood Barriers
PRODUCT STOP LOG FLOOD BARRIERS Flood Control International Incorporated offers removable stop log barriers that are engineered to provide similar levels of protection to permanent flood defenses, but with the distinct advantage of being fully removable when not required. They comprise aluminum panels that are inserted into steel channels. Custom made clamps compress specialist gaskets to create a reliable barrier against flood water. These stop log barriers can be supplied for virtually any configuration including arcs, closed rectangles or circles and straight runs of any length. The system can be used on slopes up to 20° and can be stepped for steeper gradients. USES Each system is load calculated based on application and the prevailing flood • Single building openings. conditions and can be configured for flood depths up to 13 feet. A four-sided • Openings in flood walls. detail is available for openings that may become fully submerged. • Stainless / aluminum system for marine environments. To facilitate installation in new builds, we can supply preformed ground plates • Fully removable perimeter defense to with integral anchors for the demountable supports. The systems can be buildings. also retrospectively fitted to suitable existing foundations in which case load • A ‘usually stored’ system for erection certified, chemically fixed sleeve anchors are used to attach the demountable when flood warnings received. supports. This leaves only stainless steel bolt blanks at each post BENEFITS location. Due to the strength of our beams, this can • Low cost system. be at 10 feet spacing. • Lightweight - sections allow safe lifting of 10ft beams by one person for rapid Purpose designed gaskets that resist silt clogging and reform even after deployment. -
Umbrella Empr: Flood Control and Drainage
I. COVERSHEET FOR ENVIRONMENTAL MITIGATION PLAN & REPORT (UMBRELLA EMPR: FLOOD CONTROL AND DRAINAGE) USAID MISSION SO # and Title: __________________________________ Title of IP Activity: __________________________________________________ IP Name: __ __________________________________________________ Funding Period: FY______ - FY______ Resource Levels (US$): ______________________ Report Prepared by: Name:__________________________ Date: ____________ Date of Previous EMPR: _________________ (if any) Status of Fulfilling Mitigation Measures and Monitoring: _____ Initial EMPR describing mitigation plan is attached (Yes or No). _____ Annual EMPR describing status of mitigation measures is established and attached (Yes or No). _____ Certain mitigation conditions could not be satisfied and remedial action has been provided within the EMPR (Yes or No). USAID Mission Clearance of EMPR: Contracting Officer’s Technical Representative:__________ Date: ______________ Mission Environmental Officer: _______________________ Date: ______________ ( ) Regional Environmental Advisor: _______________________ Date: ______________ ( ) List of CHF Haiti projects covered in this UEMPR (Flood Control and Drainage) 1 2 1. Background, Rationale and Outputs/Results Expected: According to Richard Haggerty’s country study on Haiti from 1989, in 1925, 60% of Haiti’s original forests covered the country. Since then, the population has cut down all but an estimated 2% of its original forest cover. The fact that many of Haiti’s hillsides have been deforested has caused several flooding problems for cities and other communities located in critical watershed and flood-plain areas during recent hurricane seasons. The 2008 hurricane season was particularly devastating for Haiti, where over 800 people were killed by four consecutive tropical storms or hurricanes (Fay, Gustav, Hanna, and Ike) which also destroyed infrastructure and caused severe crop losses. In 2004, tropical storm Jeanne killed an estimated 3,000 people, most in Gonaives. -
4.5 Bioretention
4.5. Bioretention (rain gardens) Bioretention Bioretention areas typically are landscaping features adapted to treat storm water runoff. Bioretention systems are also known as Mesic Prairie Depressions, Rain Gardens, Infiltration Basins, Infiltration Swales, bioretention basins, bioretention channels, tree box filters, planter boxes, or streetscapes, to name a few. Bioretention areas typically consist of a flow regulating structure, a pretreatment element, an engineered soil mix planting bed, vegetation, and an outflow regulating structure. Bioretention systems provide both water quality and quantity storm water management opportunities. Bioretention systems are flexible, adaptable and versatile storm water management facilities that are effective for new development as well as highly urban re-development situations. Bioretention can readily adapt to a site by modifying the conventional “mounded landscape” philosophy to that of a shallow landscape “cup” depression. Such landscape depression storage and treatment areas fit readily into: parking lot islands; small pockets of open areas; residential, commercial and industrial campus landscaping; and, urban and suburban green spaces and corridors. Bioretention works by routing storm water runoff into shallow, landscaped depressions. These landscaped depressions are designed to hold and remove many of the pollutants in a manner similar to natural ecosystems. During storms, runoff ponds above the mulch and Engineered Soil Mix in the system. Runoff from larger storms is generally diverted past the facility to the storm drain system. The runoff remaining in the bioretention facility filters through the Engineered Soil Mix. The filtered runoff can either be designed to enhance groundwater infiltration or can be collected in an underdrain and discharged per local storm water management requirements. -
Use Water to Fight Water
Use Water to Fight Water QUALITY IS REMEMBERED LONG AFTER PRICE IS FORGOTTEN... www.internationalfloodcontrol.com | www.usfloodcontrol.com THE TIGER DAMTM SYSTEM Due to an ever increasing demand for an innovative alternative to sandbags, U.S. Flood Control Corp. developed a simple rapid deployment system designed to act as a temporary emergency diversion dam suitable for use in a wide variety of situations. The Tiger Dam™ is the only engineered flood control solution on the market. The Tiger Dam™ is the ONLY system that is patented to join together to form a dam of any length and is the ONLY system that is stackable, from 19” to 32’ in height. The Tiger Dam™ can be filled in minutes, with minimal man power and no heavy equipment. The Tiger Dam™ System is a UV rated re-usable system that leaves NO environmental foot print behind. The Tiger Dam™ is used to create temporary dykes, protect critical infrastructure, divert river flow, keep roads open and protect essential utilities…..among a host of other applications. The rapid deployment system is both labor and energy efficient You will find, as have other Emergency Managers that the as well as environmentally friendly when compared Tiger Dam™ of any size will be a valuable tool to your teams to sandbags. flood fighting efforts and as part of your long term mitigation planning. In all Government and independent engineering Thanks to applying the principle “water against water”, it is no tests, when anchored with our patented anchoring system, the longer necessary to build sandbag dams. The Tiger Dam™ can Tiger Dam™ proved to be the most stable product in the flood be a great help for all rescue units as they may be deployed control business. -
Stormwater Evaluation Report
Stormwater Evaluation Report Prepared for City of Davis September 2017 011-10-17-55 REPORT | SEPTEMBER 2017 Stormwater Evaluation Report ———— Prepared for City of Davis Project No. 011-10-17-55 9/5/17 Project Manager: Kristen Whatley, PE 9/5/17 QA/QC Review: Doug Moore, PE W E S T Y O S T A S S O C I A T E S Carlsbad 2173 Salk Avenue, Suite 250 Carlsbad, CA 92008 (760) 795-0365 Davis 2020 Research Park Drive, Suite 100 Davis, CA 95618 (530) 756-5905 Eugene 1650 W 11th Ave. Suite 1-A Eugene, OR 97402 (541) 431-1280 Irvine 6 Venture, Suite 290 Irvine, CA 92618 (949) 517-9060 Pleasanton 6800 Koll Center Parkway, Suite 150 Pleasanton, CA 94566 (925) 426-2580 Portland 4949 Meadows Road, Suite 125 Lake Oswego, OR 97035 (503) 451-4500 Sacramento 2725 Riverside Boulevard, Suite 5 Sacramento, CA 95818 (916) 504-4915 Santa Rosa 2235 Mercury Way, Suite 105 Santa Rosa, CA 95407 (707) 543-8506 Sunnyvale 1250 Oakmead Parkway, Suite 210 Sunnyvale, CA 94085 (408) 451-8453 Walnut Creek 1777 Botelho Drive, Suite 240 Walnut Creek, CA 94596 (925) 949-5800 W E S T Y O S T A S S O C I A T E S Table of Contents 1.0 Introduction ............................................................................................................................................. 1 1.1 Purpose ............................................................................................................................................ 1 1.2 Available Workhour Assumptions ..................................................................................................... 1 -
Alluvial Fan Hazards & Design Issues for Design
Presentation Program Outline Overview Countermeasures / Planning Process Levees / Dikes / Diversions Channelization / Conveyance Grade Control Structures Detention Basin / Debris Basin Case Study – Localized Subdivision Protection (THOUSAND PALMS, CA) Case Study – Whole Fan Facilities (INDIAN WELLS, CA) Structural Countermeasures Overview / Planning Process & Design Considerations Alluvial Fan Hazards & Design Issues for Design • Uncertainty of flow depths (R&U analysis) • Inundation extents / flow direction / impingement • Sediment deposition • Scouring and undermining • Impact forces • Channel avulsions and entrenchments • Hydrostatic and buoyant forces • High velocities • Unpredictable flow path (R&U analysis) • Flooding from both debris and water flows “Riverine” vs. “Alluvial Fan” - Structural Countermeasure Design Issues / Considerations • Flow uncertainty • Velocity • Flow duration • Sediment deposition • Seepage control • Impingement • Flow direction and path uncertainty Alluvial Fan Riverine “Whole Fan” Solutions vs. Localized Protection – Structural Countermeasures “Whole Fan” Solutions vs. Localized Protection – Structural Countermeasures Structural Countermeasures for Alluvial Fans – Basic Building Blocks Collection Channels Conveyance Channels Dispersion Channels Structural Countermeasures for Alluvial Fans – Basic Building Blocks - Example Standard Alluvial Fan Structural Countermeasures Effectiveness of Alluvial Fan Structural Countermeasures for Different Hazards Structural Countermeasure – General Design Considerations -
River Island Park to Manville Dam – Beginner Tour, Rhode Island
BLACKSTONE RIVER & CANAL GUIDE River Island Park to Manville Dam – Beginner Tour, Rhode Island [Map: USGS Pawtucket] Level . Beginner Start . River Island Park, Woonsocket, RI R iv End . Manville Dam, Cumberland, RI e r River Miles . 4.2 one way S t r Social St Time . 1-2 hours e reet e Ro t ute Description. Flatwater, Class I-II rapids 104 Commission Scenery. Urban, Forested Offices Thundermist Portages . None treet Dam in S !CAUTION! BVTC Tour Ma Rapids R o Boat Dock u A trip past historic mills and wooded banks. C t o e ur 1 Market t S 2 This is probably the most challenging of our beginner tours. t 6 Square 0 miles R ou This segment travels through the heart of downtown Woonsocket in the B te Woonsocket e 1 r 2 first half, and then through forested city-owned land in the western part of n 2 High School River Island o River n the city. After putting in at River Island Park, go under the Bernon Street Park S Access t Bridge and you enter a section of the river lined with historic mills on both Ha mlet Ave sides. On the right just after the bridge is the Bernon Mills complex. The oldest building in the complex, the 1827 stone mill in the center, is the earliest known example of slow-burning mill construction in America that used noncombustible walls, heavy timber posts and beams and double plank floors to resist burning if it caught fire. d a Starting before the Court Street truss bridge (1895) is a stretch of about o r l WOONSOCKET i 1000 feet of Class I and II rapids, with plenty of rocks that require skillful a R 6 maneuvering.