Field Drainage Guide Principles, Installations and Maintenance
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Groundwater Recharge from a Changing Landscape
ST. ANTHONY FALLS LABORATORY Engineering, Environmental and Geophysical Fluid Dynamics Project Report No. 490 Groundwater Recharge from a Changing Landscape by Timothy Erickson and Heinz G. Stefan Prepared for Minnesota Pollution Control Agency St. Paul, Minnesota May, 2007 Minneapolis, Minnesota The University of Minnesota is committed to the policy that all persons shall have equal access to its programs, facilities, and employment without regard to race, religion, color, sex, national origin, handicap, age or veteran status. 2 Abstract Urban development of rural and natural areas is an important issue and concern for many water resource management organizations and wildlife organizations. Change in groundwater recharge is one of the many effects of urbanization. Groundwater supplies to streams are necessary to sustain cold water organisms such as trout. An investigation of the changes of groundwater recharge associated with urbanization of rural and natural areas was conducted. The Vermillion River watershed, which is both a world class trout stream and on the fringes of the metro area of Minneapolis and St. Paul, Minnesota, was used for a case study. Substantial changes in groundwater recharge could destroy the cold water habitat of trout. In this report we give first an overview of different methods available to estimate recharge. We then present in some detail two models to quantify the changes in recharge that can be expected in a developing area. We finally apply these two models to a tributary watershed of the Vermillion River. In this report we discuss several techniques that can be used to estimate groundwater recharge: (1) the recession-curve-displacement method and (2) the base-flow-separation method that both use only streamflow records (Rutledge 1993, Lee and Chen 2003); (3) a recharge map developed by the USGS for the state of Minnesota (Lorenz and Delin 2007); (4) a minimal recharge map developed by the Minnesota Geological Survey using statistical methods (Ruhl et al. -
Ohio Drainage Law the City of Wadsworth Receives Frequent Calls from Landowners About Drainage Issues
Ohio Drainage Law The City of Wadsworth receives frequent calls from landowners about drainage issues. The Ohio Laws that govern water rights and drainage can be very complex and be found in statutory and common law. Please note that the City of Wadsworth cannot give you any legal advice about your particular rights and would recommend that you seek private counsel to fully advise you thereto. If there is a dispute where the parties cannot work together to solve the problem, the Court of Common Pleas would have the jurisdiction over the issues. These cases can be difficult and expensive. Typically both parties end up ahead by working together to solve the problem. General Considerations with Ohio Drainage Law The Ohio Drainage Laws generally address drainage rights and runoff issues. The “reasonable use doctrine” frequently applied by the Ohio Supreme Court permits broad latitude in the interpretation of individual rights as they pertain to drainage. It states “A possessor of land is not unqualifiedly privileged to deal with surface water as he pleases, nor is he absolutely prohibited from interfering with the natural flow of surface waters to the detriment of others. Each possessor is legally privileged to make a reasonable use of his/her land, even though the flow of surface waters is altered thereby and causes some harm to others. He incurs liability only when his harmful interference with flow of the surface water is unreasonable.” See McGlashan v. Spade Rockledge Terrace Condo Dev. Corp., 62 Ohio St. 2d 55, 402 N.E.2d 1196. The laws are not easily summarized. -
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. -
Miami-Dade County Drainage and Canals Flood Complaint Form
MIAMI-DADE COUNTY DRAINAGE AND CANALS FLOOD COMPLAINT FORM Service Request # _____________ Complaint Date Time AM PM Resident/Complainant Name Address Telephone Nearest Street Intersection of Flooding or Location of Flooding Is this the first time you report this? Yes No If No, date PLEASE SELECT ONLY ONE (1) COMPLAINT TYPE AND ANSWER RELATED QUESTIONS FOR BETTER SERVICE Type of Complaint 302 Clogged Storm Drain Is the water on top of drain now? Yes No How long does it take for the water to drain? What is the exact location of the drain? Is the area a new development? Yes No Was there a recent drainage project in the area? Yes No 303 Standing Water (No Drain) How deep is the water? How hard did it rain? Light Moderate Heavy Is your property flooded? Yes No Is your property in a new development? Yes No Where is the nearest drain? Flooding/Standing Water (Localized) Is the water flooding the inside of your residence? Yes No Is the water in your driveway / swale? Yes No Is the water across the roadway? Yes No Is it affecting traffic? Yes No How long does the water remain after rainfall? Page 1 of 2 MIAMI-DADE COUNTY DRAINAGE AND CANALS FLOOD COMPLAINT FORM Canal Complaints Solid waste (floating debris, bottles, cans, etc.) present Aquatic vegetation overgrown Needs mowing / treating vegetation on canal bank Bank instability due to Erosion / Collapses are present Culvert cleaning needed Damaged culvert / Headwall Encroachment of Easement / Right of Way Cutting / trimming of trees on a canal Right of Way needed Damaged Guardrails / Fence Canal Signs damaged / down Other Other Nature of Complaint For more information, call (305) 372-6688 Page 2 of 2 . -
Acid Sulfate Soil Materials
Site contamination —acid sulfate soil materials Issued November 2007 EPA 638/07: This guideline has been prepared to provide information to those involved in activities that may disturb acid sulfate soil materials (including soil, sediment and rock), the identification of these materials and measures for environmental management. What are acid sulfate soil materials? Acid sulfate soil materials is the term applied to soils, sediment or rock in the environment that contain elevated concentrations of metal sulfides (principally pyriteFeS2 or monosulfides in the form of iron sulfideFeS), which generate acidic conditions when exposed to oxygen. Identified impacts from this acidity cause minerals in soils to dissolve and liberate soluble and colloidal aluminium and iron, which may potentially impact on human health and the environment, and may also result in damage to infrastructure constructed on acid sulfate soil materials. Drainage of peaty acid sulfate soil material also results in the substantial production of the greenhouse gases carbon dioxide (CO2) and nitrous oxide (N2O). The oxidation of metal sulfides is a function of natural weathering processes. This process is slow however, and, generally, weathering alone does not pose an environmental concern. The rate of acid generation is increased greatly through human activities which expose large amounts of soil to air (eg via excavation processes). This is most commonly associated with (but not necessarily confined to) mining activities. Soil horizons that contain sulfides are called ‘sulfidic materials’ (Isbell 1996; Soil Survey Staff 2003) and can be environmentally damaging if exposed to air by disturbance. Exposure results in the oxidation of pyrite. This process transforms sulfidic material to sulfuric material when, on oxidation, the material develops a pH 4 or less (Isbell 1996; Soil Survey Staff 2003). -
Drainage Water Management R
doi:10.2489/jswc.67.6.167A RESEARCH INTRODUCTION Drainage water management R. Wayne Skaggs, Norman R. Fausey, and Robert O. Evans his article introduces a series of the most productive in the world. Drainage needed. Drainage water management, or papers that report results of field ditches or subsurface drains (tile or plastic controlled drainage, emerged as an effec- T studies to determine the effec- drain tubing) are used to remove excess tive practice for reducing losses of N in tiveness of drainage water management water and lower water tables, improve traf- drainage waters in the 1970s and 1980s. (DWM) on conserving drainage water ficability so that field operations can be The practice is inherently based on the and reducing losses of nitrogen (N) to sur- done in a timely manner, prevent water fact that the same drainage intensity is face waters. The series is focused on the logging, and increase yields. Drainage is not required all the time. It is possible to performance of the DWM (also called also needed to manage soil salinity in irri- dramatically reduce drainage rates during controlled drainage [CD]) practice in the gated arid and semiarid croplands. some parts of the year, such as the winter US Midwest, where N leached from mil- Drainage has been used to enhance crop months, without negatively affecting crop lions of acres of cropland contributes to production since the time of the Roman production. Drainage water management surface water quality problems on both Empire, and probably earlier (Luthin may also be used after the crop is planted local and national scales. -
Indiana Drainage Law
INDIANA DRAINAGE LAW Title 36 Article 9 Chapter 27 IC 36-9-27 Chapter 27. Drainage Law IC 36-9-27-1 Application of chapter Sec. 1. This chapter applies to all counties. However, sections 6, 7, 9, 10, 30, 31, and 32 of this chapter do not apply to a county having a consolidated city. As added by Acts 1981, P.L.309, SEC.101. IC 36-9-27-2 Definitions Sec. 2. As used in this chapter: "Affected land" means land within a watershed that is affected by the construction, reconstruction, or maintenance of a regulated drain. "Board" refers to the drainage board of a county. "Crossing" means a drainage structure that passes over, under, or through a location used for the passage of people, livestock, or vehicles. "Dam" means a dam or other structure and its appurtenances that impounds a small lake at the lake's outlet. "Maintenance" means work on a drain as described in section 34(c) of this chapter for any of the purposes stated in that section. "Mutual drain" means a drain that: (1) is located on two (2) or more tracts of land that are under different ownership; (2) was established by the mutual consent of all the owners; and (3) was not established under or made subject to any drainage statute. "Open drain" means a natural or artificial open channel that: (1) carries surplus water; and (2) was established under or made subject to any drainage statute. "Owner" refers to the owner of any interest in land. "Private drain" means a drain that: (1) is located on land owned by one (1) person or by two (2) or more persons jointly; and (2) was not established under or made subject to any drainage statute. -
Stormwater Management Why and What Is Stormwater Management?
Stormwater Management Why and What is Stormwater Management? • Implementaon of structural and non-structural measures to manage problems and prevent new problems • Protecng life and lessening public health and safety risks • Reducing monetary damage to private and public property • Protecng quality of surface and ground water • Minimizing disrupon of community affairs Stormwater Management Relaonship to Sustainability • Water is limited resource – Arid environment – Reduced water supplies • Water quality impacts to downstream water bodies (beaches, streams, lakes) • Groundwater recharge from rainfall – Quality and quanty • Wildlife and riparian corridors • Impacts to stability of natural creeks / rivers with increased erosion Convenonal Approaches to Stormwater Management Floodplain Management Stormwater Management Conveyance Oriented Storage Oriented Legal Aspects of Drainage Design Drainage Law - General • Legal aspects of drainage design are just as important principles as the engineering and must be aware of the general doctrines • Engineer must be must be aware of lawsuits for “negligence in design” or failure to perform in accordance with “industry standards” Drainage Law - General • Drainage law based varies widely between states and based on case law • Generally based on three doctrines: 1. Common Enemy Doctrine 2. Civil Law Rule or Natural Flow Rule 3. Rule of Reasonable • Disnguishes between “surface waters” and “water course” California Drainage Law An upper landowner is entled to discharge surface water from his land as the water naturally flows. If he modifies the natural flow, he is liable for any damage done to a lower landowner unless the lower landowner had acted “unreasonably” in altering the natural drainage over his land. The determinaon of reasonable or unreasonable is a queson of fact to be determined by the court in each case Keys v. -
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 ...................................................................................................................