Lesson 2: from Here to There
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Section 1: Introduction (PDF)
SECTION 1: Introduction SECTION 1: INTRODUCTION Section 1 Contents The Purpose and Scope of This Guidance ....................................................................1-1 Relationship to CZARA Guidance ....................................................................................1-2 National Water Quality Inventory .....................................................................................1-3 What is Nonpoint Source Pollution? ...............................................................................1-4 Watershed Approach to Nonpoint Source Pollution Control .......................................1-5 Programs to Control Nonpoint Source Pollution...........................................................1-7 National Nonpoint Source Pollution Control Program .............................................1-7 Storm Water Permit Program .......................................................................................1-8 Coastal Nonpoint Pollution Control Program ............................................................1-8 Clean Vessel Act Pumpout Grant Program ................................................................1-9 International Convention for the Prevention of Pollution from Ships (MARPOL)...................................................................................................1-9 Oil Pollution Act (OPA) and Regulation ....................................................................1-10 Sources of Further Information .....................................................................................1-10 -
Irrigation Ditches and Their Operation
Irrigation Ditches and their Operation Fact Sheet No. 6.701 Natural Resources Series|Water by R. Waskom, E. Marx, D. Wolfe, and G. Wallace* Water Laws and until its completion. Otherwise, the water Quick Facts Regulations right is forfeited. In addition to a priority date, a water right is recorded based on the • Water rights in Colorado are Current western water law originated location where the water will be diverted or considered a private property during the California gold rush in 1848. Back withdrawn, the amount to be withdrawn, and right. Water rights can be sold then miners would divert water from streams the beneficial use to which it will be put. or inherited, and prices may while mining for gold. Just like the claim on In Colorado, water rights are considered a mining stake, a rule was established stating vary according to supply and a private property right. Water rights can that the first miner to use the water had the demand. be sold or inherited and prices may vary first right to it. After the first miner’s right according to supply and demand. The • Ditch companies coordinate was established, the second miner’s right was consumptively used portion of a water the use, ensure proper recognized, and so on. Claims left abandoned right may be transferred to another area or maintenance and efficient were available to others. Miners brought this use with approval of the water court, with operation of surface water system to Colorado during the gold rush the stipulation that other water rights are of 1859. -
Sources and Emissions of Air Pollutants
© Jones & Bartlett Learning, LLC. NOT FOR SALE OR DISTRIBUTION Chapter 2 Sources and Emissions of Air Pollutants LEArning ObjECtivES By the end of this chapter the reader will be able to: • distinguish the “troposphere” from the “stratosphere” • define “polluted air” in relation to various scientific disciplines • describe “anthropogenic” sources of air pollutants and distinguish them from “natural” sources • list 10 sources of indoor air contaminants • identify three meteorological factors that affect the dispersal of air pollutants ChAPtEr OutLinE I. Introduction II. Measurement Basics III. Unpolluted vs. Polluted Air IV. Air Pollutant Sources and Their Emissions V. Pollutant Transport VI. Summary of Major Points VII. Quiz and Problems VIII. Discussion Topics References and Recommended Reading 21 2 N D R E V I S E 9955 © Jones & Bartlett Learning, LLC. NOT FOR SALE OR DISTRIBUTION 22 Chapter 2 SourCeS and EmiSSionS of Air PollutantS i. IntrOduCtiOn level. Mt. Everest is thus a minute bump on the globe that adds only 0.06 percent to the Earth’s diameter. Structure of the Earth’s Atmosphere The Earth’s atmosphere consists of several defined layers (Figure 2–1). The troposphere, in which all life The Earth, along with Mercury, Venus, and Mars, is exists, and from which we breathe, reaches an altitude of a terrestrial (as opposed to gaseous) planet with a per- about 7–8 km at the poles to just over 13 km at the equa- manent atmosphere. The Earth is an oblate (slightly tor: the mean thickness being 9.1 km (5.7 miles). Thus, flattened) sphere with a mean diameter of 12,700 km the troposphere represents a very thin cover over the (about 8,000 statute miles). -
Ophir Pass Fen), San Juan Mountains, Colorado
Restoration plan for a rare high elevation sloping fen (Ophir Pass fen), San Juan Mountains, Colorado. By Rod Chimner, Ph.D. (Michigan Technological University) Project Summary and Objectives: We will restore 0.65 ha (1.6 acres) of a unique iron fen in the San Juan Mountains, Colorado. This large and very steep fen (up to 21% slope) has six ditches (a total combined length ~700 ft) that are having a severe impact on the fen by lowering the water table, eliminated plant cover from a large area, and is causing a reversal of peat accumulation. This site is also undergoing severe frost heave and erosion that is preventing colonization of plants, and allowing direct runoff of large amounts of sediments directly into the Middle Fork of Mineral Creek. Therefore, our objective is to restore natural hydrological and vegetation conditions by filling and blocking 6 ditches, replanting the large bare area, and eliminating sediment runoff into the stream. We will restore the Ophir Pass fen by plugging and filling all six ditches, planting Sphagnum and sedges in the restored ditches and bare areas, stabilize steep slopes with coir matting, straw wattles, and excelsior mulch, and conducting pre and post vegetation and hydrologic monitoring. Community and student volunteers will assist with vegetation planting and post monitoring. This project is a collaboration of Mountain Studies Institute, U.S. Forest Service, Michigan Technological University, and Durango Mountain Resort. Project Description and Need: Fens have been thought to be rare in the continental Western U.S. because of the hot and dry climate. However, it has recently become apparent that fens are numerous in the higher elevations of the Rocky Mountains and they support endemic and widely disjunct taxa and unique communities (Cooper and Andrus 1994, Chimner et al. -
Fenland Drainage Ditches
FENLAND DRAINAGE DITCHES LOCAL HABITAT ACTION PLAN FOR CAMBRIDGESHIRE AND PETERBOROUGH Last Updated: April 2009 1 CURRENT STATUS 1.1 Context This Habitat Action Plan is intended to cover drainage ditch habitats within the Fenlands of Cambridgeshire – these are characterised by supporting aquatic and marginal habitats and by forming a network which, by virtue of strategic pumping stations, have been traditionally used to drain the fenland and make it suitable for cultivation and habitation. The area or indeed the total length of ditches in the county is not accurately known but it is clearly a large resource. The Action Plan can also be used as guidance for other drainage ditches outside the fenland area. In East Anglia, drainage ditches have been vital to the maintenance of high quality agricultural land and in the Fenland Landscape Area of Cambridgeshire are still a dominant and highly characteristic landscape feature. Drainage ditches can vary in size from small roadside cuts to 30m wide agricultural drains which, connected together, comprise a large linear, mainly freshwater system. The flow of water in Fenland Landscape Area ditches is typically slow moving and is artificially regulated. However, some smaller drains can be dry, especially in summer. The drainage ditch network connects with streams and rivers which are covered by a separate Rivers and Streams LHAP. 1.2 Biological status Although an artificial habitat, drainage ditches and their associated banks are of high value for a broad range of wildlife. There are many plants -
City of Fort Lupton
CITY OF FORT LUPTON 2018 MUNICIPAL WATER EFFICIENCY PLAN EXECUTIVE SUMMARY The City of Fort Lupton (City or Fort Lupton) is a business and family friendly municipality located at the intersection of Highway 85 and Highway 52 in Weld County. The City lies on the quieter eastern plains but is in close proximity to the main throughway of Interstate 25, with easy access to the Cities of Boulder, Greeley and the Denver metropolis. The South Platte River flows through the west side of the City, originating from snowmelt in the high-altitude areas of the Colorado Rockies. Fort Lupton residents enjoy a panoramic view of the scenic Rocky Mountains while being located only 30 minutes from the Denver International Airport. Fort Lupton provides water to its growing number of residents, commercial businesses, industries and agricultural water users and serves a population of approximately 8,160 people. The purpose of this Municipal Water Efficiency Plan (MWEP or Plan) is to guide Fort Lupton in the process of water efficiency planning and implementation as it continues to grow and develop. This Plan will aid the City in water conservation to complement its existing comprehensive master planning activities and community goals. The benefits of water efficiency activities may include delaying the purchase of costly water supplies and infrastructure upgrades; reducing wastewater flows and treatment and associated costs; and improved water management and stewardship. Fort Lupton’s goal is to optimize its existing water supplies and system through practical conservation measures while maintaining its high quality of life for residents. The City’s current water resources portfolio is comprised of treated (or potable) and non-potable water supplies. -
Predictive Modelling of Spatial Biodiversity Data to Support Ecological Network Mapping: a Case Study in the Fens
Predictive modelling of spatial biodiversity data to support ecological network mapping: a case study in the Fens Christopher J Panter, Paul M Dolman, Hannah L Mossman Final Report: July 2013 Supported and steered by the Fens for the Future partnership and the Environment Agency www.fensforthefuture.org.uk Published by: School of Environmental Sciences, University of East Anglia, Norwich, NR4 7TJ, UK Suggested citation: Panter C.J., Dolman P.M., Mossman, H.L (2013) Predictive modelling of spatial biodiversity data to support ecological network mapping: a case study in the Fens. University of East Anglia, Norwich. ISBN: 978-0-9567812-3-9 © Copyright rests with the authors. Acknowledgements This project was supported and steered by the Fens for the Future partnership. Funding was provided by the Environment Agency (Dominic Coath). We thank all of the species recorders and natural historians, without whom this work would not be possible. Cover picture: Extract of a map showing the predicted distribution of biodiversity. Contents Executive summary .................................................................................................................... 4 Introduction ............................................................................................................................... 5 Methodology .......................................................................................................................... 6 Biological data ................................................................................................................... -
A Water-Budget Approach to Restoring a Sedge Fen Affected by Diking and Ditching
Journal of Hydrology 320 (2006) 501–517 www.elsevier.com/locate/jhydrol A water-budget approach to restoring a sedge fen affected by diking and ditching Douglas A. Wilcoxa,*, Michael J. Sweatb,1, Martha L. Carlsona, Kurt P. Kowalskia aUS Geological Survey, Great Lakes Science Center, 1451 Green Road, Ann Arbor, MI 48105, USA bUS Geological Survey, 6520 Mercantile Way, Suite 5, Lansing, MI 48911, USA Received 10 May 2005; revised 23 May 2005 Abstract A vast, ground-water-supported sedge fen in the Upper Peninsula of Michigan, USA was ditched in the early 1900 s in a failed attempt to promote agriculture. Dikes were later constructed to impound seasonal sheet surface flows for waterfowl management. The US Fish and Wildlife Service, which now manages the wetland as part of Seney National Wildlife Refuge, sought to redirect water flows from impounded C-3 Pool to reduce erosion in downstream Walsh Ditch, reduce ground-water losses into the ditch, and restore sheet flows of surface water to the peatland. A water budget was developed for C-3 Pool, which serves as the central receiving and distribution body for water in the affected wetland. Surface-water inflows and outflows were measured in associated ditches and natural creeks, ground-water flows were estimated using a network of wells and piezometers, and precipitation and evaporation/evapotranspiration components were estimated using local meteorological data. Water budgets for the 1999 springtime peak flow period and the 1999 water year were used to estimate required releases of water from C-3 Pool via outlets other than Walsh Ditch and to guide other restoration activities. -
Drainage Ditches: All Shapes and Sizes
This isInsert the Your ImageTitle Here of My Presentation PRESENTER’S NAME - DATE © Insert Image Credit Drainage Ditches – All shapes and sizes Narrow and Deep Drainage Ditches Wide with Large capacity Drainage Ditches Typical at 6-8ft wide and fairly steep banks Farming right up to the edge of the bank Common Ditch Problems 2-Stage Ditches A tool in the Toolbox Example Projects Costs and Figures for 2-Stage Ditch Projects 2 Stage Ditches Kosciusko County 2:1 side slopes 2100 feet project 10-12 foot benches on both sides 4ft ESB on toe of side slope Seeded and soil spread on site 5 tile outlets repaired Cost = $13,500 $6.43/linear foot Funded by TNC and IDEM Kosciusko County After Site flooded twice and held up to the test 5 years later Kosciusko County 900 feet project Seeding and erosion blanket on entire side slope Benches 15 feet on both sides Cost = $12,150 $13.50/linear foot Funded through EQIP Howard County Project completed with State Road Highway dollars through Mitigation 3,696 feet project Tile outlets drop onto SCOUR STOP instead of rip rap Seeded and erosion blanket installed Cost = $447,709 Funded by Mitigation dollars Wells County 1200 feet project One side excavation and seeding - $8100.00 Entire bench width on one side Newton County 1000 feet Erosion blanket place on both sides Seeded 3:1 to near 4:1 side slopes 865 cu. yds. material - $14,000 Funded by landowner, TNC, and County maintenance funds seed and erosion measures on 25,800 sq. -
DOE-HDBK-1122-99; Radiological Control Technician Training
DOE-HDBK-1122-99 Module 1.11 External Exposure Control Study Guide Course Title: Radiological Control Technician Module Title: External Exposure Control Module Number: 1.11 Objectives: 1.11.01 Identify the four basic methods for minimizing personnel external exposure. 1.11.02 Using the Exposure Rate = 6CEN equation, calculate the gamma exposure rate for specific radionuclides. 1.11.03 Identify "source reduction" techniques for minimizing personnel external exposures. 1.11.04 Identify "time-saving" techniques for minimizing personnel external exposures. 1.11.05 Using the stay time equation, calculate an individual's remaining allowable dose equivalent or stay time. 1.11.06 Identify "distance to radiation sources" techniques for minimizing personnel external exposures. 1.11.07 Using the point source equation (inverse square law), calculate the exposure rate or distance for a point source of radiation. 1.11.08 Using the line source equation, calculate the exposure rate or distance for a line source of radiation. 1.11.09 Identify how exposure rate varies depending on the distance from a surface (plane) source of radiation, and identify examples of plane sources. 1.11.10 Identify the definition and units of "mass attenuation coefficient" and "linear attenuation coefficient". 1.11.11 Identify the definition and units of "density thickness." 1.11.12 Identify the density-thickness values, in mg/cm2, for the skin, the lens of the eye and the whole body. 1.11.13 Calculate shielding thickness or exposure rates for gamma/x-ray radiation using the equations. 1.11-1 DOE-HDBK-1122-99 Module 1.11 External Exposure Control Study Guide INTRODUCTION The external exposure reduction and control measures available are of primary importance to the everyday tasks performed by the RCT. -
Brief for Petitioner ————
No. 18-260 IN THE Supreme Court of the United States ———— COUNTY OF MAUI, Petitioner, v. HAWAI‘I WILDLIFE FUND; SIERRA CLUB - MAUI GROUP; SURFRIDER FOUNDATION; WEST MAUI PRESERVATION ASSOCIATION, Respondents. ———— On Writ of Certiorari to the United States Court of Appeals for the Ninth Circuit ———— BRIEF FOR PETITIONER ———— COUNTY OF MAUI HUNTON ANDREWS KURTH LLP MOANA M. LUTEY ELBERT LIN RICHELLE M. THOMSON Counsel of Record 200 South High Street MICHAEL R. SHEBELSKIE Wailuku, Maui, Hawai‘i 96793 951 East Byrd Street, East Tower (808) 270-7740 Richmond, Virginia 23219 [email protected] (804) 788-8200 COLLEEN P. DOYLE DIANA PFEFFER MARTIN 550 South Hope Street Suite 2000 Los Angeles, California 90071 (213) 532-2000 Counsel for Petitioner May 9, 2019 WILSON-EPES PRINTING CO., INC. – (202) 789-0096 – WASHINGTON, D. C. 20002 i QUESTION PRESENTED In the Clean Water Act (CWA), Congress distin- guished between the many ways that pollutants reach navigable waters. It defined some of those ways as “point sources”—namely, pipes, ditches, and other “discernible, confined and discrete conveyance[s] … from which pollutants are or may be discharged.” 33 U.S.C. § 1362(14). The remaining ways of moving pollutants, like runoff or groundwater, are “nonpoint sources.” The CWA regulates pollution added to navigable waters “from point sources” differently than pollution added “from nonpoint sources.” It controls point source pollution through permits, e.g., id. § 1342, while nonpoint source pollution is controlled through federal oversight of state management programs, id. § 1329. Nonpoint source pollution is also addressed by other state and federal environmental laws. The question presented is: Whether the CWA requires a permit when pollu- tants originate from a point source but are conveyed to navigable waters by a nonpoint source, such as groundwater. -
St. Johns Levee and Drainage District Attempt to Mitigate Internal Flooding Lois Wright Morton and Kenneth R
doi:10.2489/jswc.71.4.91A FEATURE St. Johns Levee and Drainage District attempt to mitigate internal flooding Lois Wright Morton and Kenneth R. Olson hen the Mississippi River reaches Figure 1 87.9 m (290 ft) above sea level A riverboat on the Mississippi River can be seen passing the outlet of Main Ditch, W near New Madrid, Missouri, which drains through the 454 m frontline levee gap at New Madrid, Missouri, to the bottomlands adjacent to the river and Mississippi River. farmland, roads, ditches and wetlands begin to flood. Concurrently, at the lower end of the New Madrid Floodway the rising Mississippi backs up into Main Ditch (figure 1), the 454 m (1,500 ft) gap in the frontline levee designed to drain the Floodway and St. Johns Levee and Drainage District to the river (figure 2). When this occurs, the Main Ditch gates Copyright © 2016 Soil and Water Conservation Society. All rights reserved. on the setback levee (figure 3) are closed Journal of Soil and Water Conservation to protect the St. Johns Bayou basin from Mississippi River backflow. However, with the Main Ditch gates closed, precipitation within the basin has no outlet as it drains to the Main Ditch channel. This causes tributary streams to back up and flood a substantive portion of agricultural lands and the town of East Prairie, Missouri. For example, the 19 cm (7.5 in) of rain during the first three days of May of 2011 backed up local floodwater in the St. Johns Bayou Whenever heavy snowmelt and pro- GEOLOGICAL HISTORY 71(4):91A-97A basin all the way to East Prairie.