SEPA Natural Flood Management Handbook
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Gills Coulee Creek, 2006 [PDF]
Wisconsin Department of Natural Resources Bureau of Watershed Management Sediment TMDL for Gills Coulee Creek INTRODUCTION Gills Coulee Creek is a tributary stream to the La Crosse River, located in La Crosse County in west central Wisconsin. (Figure A-1) The Wisconsin Department of Natural Resources (WDNR) placed the entire length of Gills Coulee Creek on the state’s 303(d) impaired waters list as low priority due to degraded habitat caused by excessive sedimentation. The Clean Water Act and US EPA regulations require that each state develop Total Maximum Daily Loads (TMDLs) for waters on the Section 303(d) list. The purpose of this TMDL is to identify load allocations and management actions that will help restore the biological integrity of the stream. Waterbody TMDL Impaired Existing Codified Pollutant Impairment Priority WBIC Name ID Stream Miles Use Use Gills Coulee 0-1 Cold II Degraded 1652300 168 WWFF Sediment High Creek 1-5 Cold III Habitat Table 1. Gills Coulee use designations, pollutants, and impairments PROBLEM STATEMENT Due to excessive sedimentation, Gills Coulee Creek is currently not meeting applicable narrative water quality criterion as defined in NR 102.04 (1); Wisconsin Administrative Code: “To preserve and enhance the quality of waters, standards are established to govern water management decisions. Practices attributable to municipal, industrial, commercial, domestic, agricultural, land development, or other activities shall be controlled so that all waters including mixing zone and effluent channels meet the following conditions at all times and under all flow conditions: (a) Substances that will cause objectionable deposits on the shore or in the bed of a body of water, shall not be present in such amounts as to interfere with public rights in waters of the state. -
Field Indicators of Hydric Soils
United States Department of Field Indicators of Agriculture Natural Resources Hydric Soils in the Conservation Service United States In cooperation with A Guide for Identifying and Delineating the National Technical Committee for Hydric Soils Hydric Soils, Version 8.2, 2018 Field Indicators of Hydric Soils in the United States A Guide for Identifying and Delineating Hydric Soils Version 8.2, 2018 (Including revisions to versions 8.0 and 8.1) United States Department of Agriculture, Natural Resources Conservation Service, in cooperation with the National Technical Committee for Hydric Soils Edited by L.M. Vasilas, Soil Scientist, NRCS, Washington, DC; G.W. Hurt, Soil Scientist, University of Florida, Gainesville, FL; and J.F. Berkowitz, Soil Scientist, USACE, Vicksburg, MS ii In accordance with Federal civil rights law and U.S. Department of Agriculture (USDA) civil rights regulations and policies, the USDA, its Agencies, offices, and employees, and institutions participating in or administering USDA programs are prohibited from discriminating based on race, color, national origin, religion, sex, gender identity (including gender expression), sexual orientation, disability, age, marital status, family/parental status, income derived from a public assistance program, political beliefs, or reprisal or retaliation for prior civil rights activity, in any program or activity conducted or funded by USDA (not all bases apply to all programs). Remedies and complaint filing deadlines vary by program or incident. Persons with disabilities who require alternative means of communication for program information (e.g., Braille, large print, audiotape, American Sign Language, etc.) should contact the responsible Agency or USDA’s TARGET Center at (202) 720-2600 (voice and TTY) or contact USDA through the Federal Relay Service at (800) 877-8339. -
Pleistocene Drainage Changes in Uncompahgre Plateau-Grand
New Mexico Geological Society Downloaded from: http://nmgs.nmt.edu/publications/guidebooks/32 Pleistocene drainage changes in Uncompahgre Plateau-Grand Valley region of western Colorado, including formation and abandonment of Unaweep Canyon: a hypothesis Scott Sinnock, 1981, pp. 127-136 in: Western Slope (Western Colorado), Epis, R. C.; Callender, J. F.; [eds.], New Mexico Geological Society 32nd Annual Fall Field Conference Guidebook, 337 p. This is one of many related papers that were included in the 1981 NMGS Fall Field Conference Guidebook. Annual NMGS Fall Field Conference Guidebooks Every fall since 1950, the New Mexico Geological Society (NMGS) has held an annual Fall Field Conference that explores some region of New Mexico (or surrounding states). Always well attended, these conferences provide a guidebook to participants. Besides detailed road logs, the guidebooks contain many well written, edited, and peer-reviewed geoscience papers. These books have set the national standard for geologic guidebooks and are an essential geologic reference for anyone working in or around New Mexico. Free Downloads NMGS has decided to make peer-reviewed papers from our Fall Field Conference guidebooks available for free download. Non-members will have access to guidebook papers two years after publication. Members have access to all papers. This is in keeping with our mission of promoting interest, research, and cooperation regarding geology in New Mexico. However, guidebook sales represent a significant proportion of our operating budget. Therefore, only research papers are available for download. Road logs, mini-papers, maps, stratigraphic charts, and other selected content are available only in the printed guidebooks. Copyright Information Publications of the New Mexico Geological Society, printed and electronic, are protected by the copyright laws of the United States. -
South Fox Meadow Drainage Improvement Project
VILLAGE OF SCARSDALE WESTCHESTER COUNTY, NEW YORK COMPREHENSIVE STORM WATER MANAGEMENT SOUTH FOX MEADOW STORMWATER IMPROVEMENT PROJECT In association with WESTCHESTER COUNTY FLOOD MITIGATION PROGRAM Rob DeGiorgio, P.E., CPESC, CPSWQ The Bronx River Watershed Fox Meadow Brook Bronx River Watershed Area in Westchester 48.3 square miles (30,932 acres) 15 Sub-watersheds Percent of undeveloped land in the Watershed 3.3% (0.8 acres in Fox Meadow Brook (FMB) FMB watershed) 928 acres (5.7% of watershed) Bronx River Watershed Fox Meadow Brook George Field Park High School Duck Pond Project Philosophy and Goals •Provide flood mitigation within the Fox Meadow Brook Drainage Basin. •Reduce peak run off rates in the Bronx River Watershed through dry detention storage. •Rehabilitate and preserve natural landscapes and wetlands through invasive species management and re- construction. •Improve water quality. • Petition for and obtain County grant funding to subsidize the project. Village of Scarsdale Fox Meadow Brook Watershed SR-2 BR-4 SR-3 BR-7 BR-8 SR-5 Village of Scarsdale History •In 2009 the Village completed a Comprehensive Storm Water Management Plan. •Critical Bronx River sub drainage basin areas identified inclusive of Fox Meadow Brook (BR-4, BR-7, BR-8). •26 Capital Improvement Projects were identified, several of which comprise the Fox Meadow Detention Improvement Project. •Project included in Village’s Capital Budget. •Project has been reviewed by the NYS DEC. •NYS EFC has approved financing for the project granting Scarsdale a 50% subsidy for their local share of the costs. Village of Scarsdale Site Locations – 7 Segments 7 Project Segments 1. -
WATER-QUALITY SWALES Maria Cahill, Derek C
OREGON STATE UNIVERSITY EXTENSION SERVICE Photo: Clean Water Services LOW-IMPACT DEVELOPMENT FACT SHEET WATER-QUALITY SWALES Maria Cahill, Derek C. Godwin, and Jenna H. Tilt most Oregon jurisdictions have moved away from grass. hink of a water-quality swale as a rain garden Design elements may vary in several aspects, including in motion: It treats runoff while simultaneously function, vegetation type, and physical setting. Tmoving it from one place to another. The terms “rain garden” and “swale” are often used Water-quality swales (WQ swales) are linear, vegetat- interchangeably, but rain gardens hold runoff and treat ed, channeled depressions in the landscape that convey it, while swales treat runoff as it is conveyed. Depending and treat runoff from a variety of surfaces. Runoff may on the design, the resulting water-quality benefits can be piped or channeled, or it may flow overland to a differ greatly, but water-quality swales generally provide swale. As water passes through the swale, some runoff lower benefit than rain gardens or stormwater planters. may infiltrate, or seep, into the soil. Not all swales are WQ swales. Conveyance swales, Maria Cahill, principal, Green Girl Land Development Solutions; such as ditches, move water from one place to another. Derek Godwin, watershed management faculty, professor, But these are likely narrow channels with no vegetation biological and ecological engineering, College of Agricultural Sciences, Oregon State University; Jenna H. Tilt, assistant and little to no water-quality benefits. WQ swales may be professor (senior research), College of Earth, Ocean, and planted either with grass or landscape plants, although Atmospheric Sciences, Oregon State University EM 9209 June 2018 Site conditions The channel and linear design of swales make them suitable for roadside runoff capture, although residen- tial areas with frequent, closely spaced driveway cul- verts may not be ideal locations (Barr 2001). -
Natural Vegetation of the Carolinas: Classification and Description of Plant Communities of the Lumber (Little Pee Dee) and Waccamaw Rivers
Natural vegetation of the Carolinas: Classification and Description of Plant Communities of the Lumber (Little Pee Dee) and Waccamaw Rivers A report prepared for the Ecosystem Enhancement Program, North Carolina Department of Environment and Natural Resources in partial fulfillments of contract D07042. By M. Forbes Boyle, Robert K. Peet, Thomas R. Wentworth, Michael P. Schafale, and Michael Lee Carolina Vegetation Survey Curriculum in Ecology, CB#3275 University of North Carolina Chapel Hill, NC 27599‐3275 Version 1. May 19, 2009 1 INTRODUCTION The riverine and associated vegetation of the Waccamaw, Lumber, and Little Pee Rivers of North and South Carolina are ecologically significant and floristically unique components of the southeastern Atlantic Coastal Plain. Stretching from northern Scotland County, NC to western Brunswick County, NC, the Lumber and northern Waccamaw Rivers influence a vast amount of landscape in the southeastern corner of NC. Not far south across the interstate border, the Lumber River meets the Little Pee Dee River, influencing a large portion of western Horry County and southern Marion County, SC before flowing into the Great Pee Dee River. The Waccamaw River, an oddity among Atlantic Coastal Plain rivers in that its significant flow direction is southwest rather that southeast, influences a significant portion of the eastern Horry and eastern Georgetown Counties, SC before draining into Winyah Bay along with the Great Pee Dee and several other SC blackwater rivers. The Waccamaw River originates from Lake Waccamaw in Columbus County, NC and flows ~225 km parallel to the ocean before abrubtly turning southeast in Georgetown County, SC and dumping into Winyah Bay. -
A Comparison of Flooded Forest and Floating Meadow Fish Assemblages
Journal of Fish Biology (2008) 72, 629–644 doi:10.1111/j.1095-8649.2007.01752.x, available online at http://www.blackwell-synergy.com A comparison of flooded forest and floating meadow fish assemblages in an upper Amazon floodplain S. B. CORREA*†,W.G.R.CRAMPTON‡, L. J. CHAPMAN§k AND J. S. ALBERT{ *Zoology Department, University of Florida, 223 Bartram Hall, Gainesville, FL 32611–8525, U.S.A.,‡Department of Biology, University of Central Florida, Orlando, FL 32816-2368, U.S.A.,§McGill University, Biology Department, 1205 Avenue Docteur Penfield, Montreal, Quebec, H3A 1B1 Canada, kWildlife Conservation Society, 2300 Southern Boulevard, Bronx, NY 10460, U.S.A. and {Department of Biology, University of Louisiana at Lafayette, Lafayette, LA 70504-2451, U.S.A. (Received 31 August 2006, Accepted 20 October 2007) Matched sets of gillnets of different mesh-sizes were used to evaluate the degree to which contiguous and connected flooded forest and floating meadow habitats are characterized by distinct fish faunas during the flooding season in the Peruvian Amazon. For fishes between 38–740 mm standard length (LS) (the size range captured by the gear), an overriding pattern of faunal similarity emerged between these two habitats. The mean species richness, diversity, abundance, fish mass, mean and maximum LS, and maximum mass did not differ significantly between flooded forest and floating meadows. Species abundances followed a log-normal distribution in which three species accounted for 60–70% of the total abundance in each habitat. Despite these similarities, multivariate analyses demonstrated subtle differences in species composition between flooded forest and adjacent floating macrophytes. -
Data Collection Requirements and Procedures for Mapping Wetland, Deepwater, and Related Habitats of the United States (Version 3)
Data Collection Requirements and Procedures for Mapping Wetland, Deepwater, and Related Habitats of the United States (version 3) U.S. FISH & WILDLIFE SERVICE - ECOLOGICAL SERVICES DIVISION OF BUDGET AND TECHNICAL SUPPORT BRANCH OF GEOSPATIAL MAPPING AND TECHNICAL SUPPORT FALLS CHURCH, VA 2204 REVISED JULY 2020 1 Acknowledgements The authors would like to acknowledge the following individuals for their support and contributions: Bill Kirchner, USFWS, Region 1, Portland, OR; Elaine Blok, USFWS, Region 8, Portland, OR Brian Huberty, USFWS, Region 3, Twin Cities, MN; Ralph Tiner, USFWS, Region 5, Hadley, MA: Kevin Bon, USFWS, Region 6, Denver, CO; Jerry Tande, USFWS, Region 7, Anchorage, AK; Julie Michaelson, USFWS, Region 7, Anchorage, AK; Norm Mangrum, USFWS, St. Petersburg, FL; Dennis Fowler, USFWS, St. Petersburg, FL; Jim Terry, USFWS, St. Petersburg, FL; Martin Kodis, USFWS, Chief - Branch of Resources and Mapping Support, Washington, D.C. and David J. Stout, USFWS, Chief - Division of Habitat and Resource Conservation, Washington, D.C. Peer review was provided by the following subject matter experts: Dr. Shawna Dark and Danielle Bram, California State University - Northridge. Robb Macleod, Ducks Unlimited, Great Lakes and Atlantic Regional Office, Ann Arbor, MI; Michael Kjellson, Dept. Wildlife and Fisheries, South Dakota State University, Brookings, SD; and Deborah (Jane) Awl, Tennessee Valley Authority, Knoxville, TN. This document may be referenced as: Dahl, T.E., J. Dick, J. Swords, and B.O. Wilen. 2020. Data Collection Requirements and Procedures for Mapping Wetland, Deepwater and Related Habitats of the United States. Division of Habitat and Resource Conservation (version 3), National Wetlands Inventory, Madison, WI. 91 p. -
National Wetlands Inventory
3/23/2016 Wetlands Mapper National Wetlands Inventory Ecological Services ES Home About Us Species Wildlife and Habitat Conservation Development and Energy FWS Regions Library Newsroom NWI Menu Wetlands Mapper NWI Home The Wetlands Mapper integrates digital map data with other resource information to produce timely and relevant management and decision support tools. We recommend looking at the following prior to launching a map: Wetlands Data » Please read the Disclaimer, Data Limitations, Exclusions and Precautions, and Status and Trends » the Wetlands Geodatabase User Caution. Wetlands Layer » Refer to the following links for documentation and answers to frequently asked New: Wetland Mapping questions: Other Topics » Projects Mapper! Wetlands Mapper Documentation and Instructions Manual (PDF) Frequently Asked Questions: Wetlands Mapper (PDF) Click below to open the Mapper. National Wetlands Frequently Asked Questions web page Printing maps with the Wetlands Inventory Mapper (PDF) Mapper Introduction Contact Information » VIDEO: How to find and use the U.S Fish and Wildlife Service's Wetlands Mapper Help and Contacts Click Here to Open the Wetlands Mapper* (data last modified on October 1, 2015; best viewed by maximizing your browser window) To beta test our new HTML5 (nonFlash) mapper on your desktop, click here (FAQs). Frequently Asked Please note: Questions When in the wetlands mapper, you can change major geographic regions by using the "Zoom to: select" pull down menu located at the upper right side corner. For help with the new mobile mapper location function, please read this FAQ. Adobe Flash™ is required to access the Wetlands Mapper. Please visit the Adobe Flash Player website (http://www.adobe.com/products/flashplayer/) to download the latest version of the player. -
Westport, Connecticut Department of Public Works Town Hall, 110 Myrtle Avenue Westport, Connecticut 06880 (203) 341 1120
WESTPORT, CONNECTICUT DEPARTMENT OF PUBLIC WORKS TOWN HALL, 110 MYRTLE AVENUE WESTPORT, CONNECTICUT 06880 (203) 341 1120 MEMORANDUM Date: 04/08/2020 To: Conservation Commission From: Edward Gill, Engineer II Re: 222 Wilton Road, Appl. #IWW-10978-20 Reference Materials Reviewed: Application, Westport Conservation Commission, dated 03/12/2020. Plan prepared by J. Edwards & Associates, LLC entitled “Proposed Site Plan, Lot B, 222 Wilton Road, Westport, Connecticut,” dated 08/10/2015 as revised to 01/28/2016. Plan prepared by Brautigam Land Surveyors, P.C. entitled “Improvement Location Survey Prepared for FBCH CT Holdings LLC, 222 Westport – Wilton Road, Westport, Connecticut,” dated 01/15/2019. Plan prepared by Landtech entitled “Proposed Site Improvement Plan, Prepared for FBCH Holdings, LLC, 222 Wilton Road, Westport, CT,” dated 02/05/2020 as revised to 04/08/2020. Corresponding Stormwater Management Report dated 03/11/2020. Dear Conservation Commission: Our office has reviewed the proposed activity as depicted by the above referenced documents. Based on these criteria, we offer the following comments: 1. Project Description. The applicant is proposing to legalize changes to a previously approved permit for a single-family residence. These changes include construction of a patio and placement of significant fill within the 100-foot upland review setback from wetlands located on a neighboring property. The applicant is also proposing to remove a septic system installed within the 100-foot setback, construct a code complying system outside the setback, and remove a portion of the driveway previously approved for removal. 2. Flood & Erosion Control Board (FECB). The project will be subject to an administrative review from the associated staff. -
Violent Crimes in Aid of Racketeering 18 U.S.C. § 1959 a Manual for Federal Prosecutors
Violent Crimes in Aid of Racketeering 18 U.S.C. § 1959 A Manual for Federal Prosecutors December 2006 Prepared by the Staff of the Organized Crime and Racketeering Section U.S. Department of Justice, Washington, DC 20005 (202) 514-3594 Frank J. Marine, Consultant Douglas E. Crow, Principal Deputy Chief Amy Chang Lee, Assistant Chief Robert C. Dalton Merv Hamburg Gregory C.J. Lisa Melissa Marquez-Oliver David J. Stander Catherine M. Weinstock Cover Design by Linda M. Baer PREFACE This manual is intended to assist federal prosecutors in the preparation and litigation of cases involving the Violent Crimes in Aid of Racketeering Statute, 18 U.S.C. § 1959. Prosecutors are encouraged to contact the Organized Crime and Racketeering Section (OCRS) early in the preparation of their case for advice and assistance. All pleadings alleging a violation of 18 U.S.C. § 1959 including any indictment, information, or criminal complaint, and a prosecution memorandum must be submitted to OCRS for review and approval before being filed with the court. The submission should be approved by the prosecutor’s office before being submitted to OCRS. Due to the volume of submissions received by OCRS, prosecutors should submit the proposal three weeks prior to the date final approval is needed. Prosecutors should contact OCRS regarding the status of the proposed submission before finally scheduling arrests or other time-sensitive actions relating to the submission. Moreover, prosecutors should refrain from finalizing any guilty plea agreement containing a Section 1959 charge until final approval has been obtained from OCRS. The policies and procedures set forth in this manual and elsewhere relating to 18 U.S.C. -
Great Glen Trails Special Use Permit Trail and Warming Hut Construction
United States Department of Agriculture Great Glen Trails Forest Special Use Permit Service Trail and Warming Hut August 2005 Construction Scoping Report Androscoggin Ranger District White Mountain National Forest Greens Grant Coos County, New Hampshire For Information Contact: Joe Gill Eastern Region Winter Sports Team Specialist Androscoggin Ranger District White Mountain National Forest 300 Glen Road Gorham, NH 03581 (603)466-2713, ext 221 FAX/TTY (603) 466-2856 www.fs.fed.us/r9/white or Susan Howle Interdisciplinary Team Leader Eastern Region Winter Sports Team 99 Ranger Road Rochester, VT 05767 (802)767-4261 ext 543 FAX/TTY (802)767-4777 Page 1 of 5 What is the Forest Service Proposing? The Androscoggin Ranger District of the White Mountain National Forest has received a special use permit application from Great Glen. They are proposing to construct and maintain 1.3 miles of cross-country ski trails and a warming hut approximately 20 feet by 20 feet. Great Glen feels that there is a need to expand their trail system to service the northern New Hampshire cross-country skiing population to offer more varied and challenging terrain and provide a more efficient trail system. All of the additional trail system and warming hut will occur inside their current trail system area (Figure 2). Background Great Glen Trails operates a Nordic ski area on lands conveyed by its parent company, the Mount Washington Summit Road Company (Auto Road), to the United States in 1993 (Figure 1). Upon conveyance, the Auto Road retained easements for a trail system. Several of these easements have proven to be impractical to construct without creating undesirable impacts on the natural resources in the area.