Deposition Patterns and Rates of Mining-Contaminated Sediment Within a Sedimentation Basin System, S.E

Total Page:16

File Type:pdf, Size:1020Kb

Deposition Patterns and Rates of Mining-Contaminated Sediment Within a Sedimentation Basin System, S.E BearWorks Institutional Repository MSU Graduate Theses Spring 2017 Deposition Patterns and Rates of Mining- Contaminated Sediment within a Sedimentation Basin System, S.E. Missouri Joshua Carl Voss Missouri State University - Springfield, [email protected] Follow this and additional works at: http://bearworks.missouristate.edu/theses Part of the Environmental Indicators and Impact Assessment Commons, Environmental Monitoring Commons, and the Hydrology Commons Recommended Citation Voss, Joshua Carl, "Deposition Patterns and Rates of Mining-Contaminated Sediment within a Sedimentation Basin System, S.E. Missouri" (2017). MSU Graduate Theses. 3074. http://bearworks.missouristate.edu/theses/3074 This article or document was made available through BearWorks, the institutional repository of Missouri State University. The orkw contained in it may be protected by copyright and require permission of the copyright holder for reuse or redistribution. For more information, please contact [email protected]. DEPOSITION PATTERNS AND RATES OF MINING-CONTAMINATED SEDIMENT WITHIN A SEDIMENTATION BASIN SYSTEM, BIG RIVER, S.E. MISSOURI A Masters Thesis Presented to The Graduate College of Missouri State University ATE In Partial Fulfillment Of the Requirements for the Degree Master of Science, Geospatial Sciences in Geography, Geology, and Planning By Josh C. Voss May 2017 Copyright 2017 by Joshua Carl Voss ii DEPOSITION PATTERNS AND RATES OF MINING-CONTAMINATED SEDIMENT WITHIN A SEDIMENTATION BASIN SYSTEM, BIG RIVER, S.E. MISSOURI Geography, Geology, and Planning Missouri State University, May 2017 Master of Science Josh C. Voss ABSTRACT Flooding events exert a dominant control over the deposition and formation of floodplains. The rate at which floodplains form depends on flood magnitude, frequency, and duration, and associated sediment transport capacity and supply. While it is known that sediment in the Big River is contaminated from historical mining, little is known about the patterns and rates of deposition on floodplains, especially those that have been modified for remediation purposes. The goal of this study was to evaluate the influence of flood characteristics and topography on contemporary deposition patterns and rates in a sedimentation basin system located within a floodplain along the Big River. The basin system was constructed in April 2015 with the purpose of trapping contaminated sediment and reducing downstream lead (Pb) loads. The duration the basin was inundated and cumulative flood peak had the strongest influence on the amount of sediment deposited. A majority of the sediment was deposited close to channel margins near the inlet and chute where flow velocities are reduced in the upper basin. Deposition rates in the upper basin averaged 10.3 cm/yr, which is 10 times greater than average pre- construction floodplain deposition rates. Sediment deposited in the basin system is highly contaminated with average concentrations of 1,142 ppm Pb and 1,223 ppm Zn, with both coarse (2-16 mm) and fine (<2 mm) sediment containing high (>1,000 ppm) concentrations of Pb and Zn. KEYWORDS: floods, deposition rates, sedimentation basin, historical mining, Big River This abstract is approved as to form and content _______________________________ Dr. Robert Pavlowsky Chairperson, Advisory Committee Missouri State University iii DEPOSITION PATTERNS AND RATES OF MINING-CONTAMINATED SEDIMENT WITHIN A SEDIMENTATION BASIN SYSTEM, BIG RIVER, S.E. MISSOURI By Josh C. Voss A Masters Thesis Submitted to the Graduate College Of Missouri State University In Partial Fulfillment of the Requirements For the Degree of Master of Science, Geospatial Sciences in Geography, Geology, and Planning May 2017 Approved: _______________________________________ Robert Pavlowsky, PhD _______________________________________ Toby Dogwiler, PhD _______________________________________ Matthew Pierson, PhD _______________________________________ Julie Masterson, PhD: Dean, Graduate College iv ACKNOWLEDGEMENTS There were a number of people involved in this research project, and I would like to thank all of them for their help. First, I would like to thank my committee members Drs. Robert Pavlowsky, Matthew Pierson, and Toby Dogwiler for support and guidance on this project. I would like to especially thank my thesis advisor, Dr. Robert Pavlowsky, for his endless mentoring and guidance over the past two years. I would also like to thank Marc Owen for his extensive help, support, inputs, and patience throughout this project. A special thanks to all of the Ozarks Environmental and Water Resources Institute (OEWRI) graduate assistants for helping me complete field work and providing encouragement and support along the way. In addition, this project would not have been possible without funding from United States Environmental Protection Agency (U.S. EPA) Region 7 grant number 97751001 entitled “Big River Riffle-Basin Structure Monitoring Project” awarded to Robert Pavlowsky and Matthew Pierson. I would also like to thank Missouri State University Graduate College and OEWRI for partial funding of research and travel to conferences. Finally, a huge thank you to all of my family and friends that have supported me through this process. I could not have completed this project without the support and encouragement of the people closest to me. Without all of these helping hands, this research would never have been possible. v TABLE OF CONTENTS Chapter 1 - Introduction ................................................................................................... 1 Floodplain Landforms and Features ..................................................................... 2 Flood Factors ....................................................................................................... 7 Floodplain Formation Processes ........................................................................... 8 Floodplain Deposition Rates .............................................................................. 13 Sediment-Metal Contamination .......................................................................... 16 Contaminated Floodplains from Historical Mining ............................................. 17 Big River Mining Contamination ....................................................................... 19 Purpose and Objectives ...................................................................................... 23 Hypotheses ........................................................................................................ 24 Benefits.............................................................................................................. 25 Chapter 2 – Study Area .................................................................................................. 26 Regional Location .............................................................................................. 26 Study Site Characteristics .................................................................................. 28 Geology and Soils .............................................................................................. 30 Climate and Hydrology ...................................................................................... 33 Mining History................................................................................................... 34 Chapter 3 - Methods ...................................................................................................... 36 Field Sampling ................................................................................................... 36 Laboratory Preparation and Analysis .................................................................. 43 Geospatial and Statistical Analysis ..................................................................... 45 Chapter 4 – Results and Discussion .............................................................................. 52 Sedimentation Basin Form ................................................................................. 52 Flood Analysis ................................................................................................... 57 Repeat Topographic Surveys using RTK ............................................................ 62 Sediment Trap Monitoring using Concrete Blocks ............................................. 68 Sediment Size and Contamination ...................................................................... 73 Flood Influence on Sediment Deposition ............................................................ 92 Longitudinal Basin Trends ................................................................................. 99 Study Period Deposition Rates ......................................................................... 110 Basin Mitigation Effectiveness ......................................................................... 115 Chapter 5 – Summary and Conclusions........................................................................ 117 Key Findings.................................................................................................... 118 Future Work ..................................................................................................... 120 References ................................................................................................................... 122 Appendices ................................................................................................................. 131 vi Appendix
Recommended publications
  • (P 117-140) Flood Pulse.Qxp
    117 THE FLOOD PULSE CONCEPT: NEW ASPECTS, APPROACHES AND APPLICATIONS - AN UPDATE Junk W.J. Wantzen K.M. Max-Planck-Institute for Limnology, Working Group Tropical Ecology, P.O. Box 165, 24302 Plön, Germany E-mail: [email protected] ABSTRACT The flood pulse concept (FPC), published in 1989, was based on the scientific experience of the authors and published data worldwide. Since then, knowledge on floodplains has increased considerably, creating a large database for testing the predictions of the concept. The FPC has proved to be an integrative approach for studying highly diverse and complex ecological processes in river-floodplain systems; however, the concept has been modified, extended and restricted by several authors. Major advances have been achieved through detailed studies on the effects of hydrology and hydrochemistry, climate, paleoclimate, biogeography, biodi- versity and landscape ecology and also through wetland restoration and sustainable management of flood- plains in different latitudes and continents. Discussions on floodplain ecology and management are greatly influenced by data obtained on flow pulses and connectivity, the Riverine Productivity Model and the Multiple Use Concept. This paper summarizes the predictions of the FPC, evaluates their value in the light of recent data and new concepts and discusses further developments in floodplain theory. 118 The flood pulse concept: New aspects, INTRODUCTION plain, where production and degradation of organic matter also takes place. Rivers and floodplain wetlands are among the most threatened ecosystems. For example, 77 percent These characteristics are reflected for lakes in of the water discharge of the 139 largest river systems the “Seentypenlehre” (Lake typology), elaborated by in North America and Europe is affected by fragmen- Thienemann and Naumann between 1915 and 1935 tation of the river channels by dams and river regula- (e.g.
    [Show full text]
  • Lesson 4: Sediment Deposition and River Structures
    LESSON 4: SEDIMENT DEPOSITION AND RIVER STRUCTURES ESSENTIAL QUESTION: What combination of factors both natural and manmade is necessary for healthy river restoration and how does this enhance the sustainability of natural and human communities? GUIDING QUESTION: As rivers age and slow they deposit sediment and form sediment structures, how are sediments and sediment structures important to the river ecosystem? OVERVIEW: The focus of this lesson is the deposition and erosional effects of slow-moving water in low gradient areas. These “mature rivers” with decreasing gradient result in the settling and deposition of sediments and the formation sediment structures. The river’s fast-flowing zone, the thalweg, causes erosion of the river banks forming cliffs called cut-banks. On slower inside turns, sediment is deposited as point-bars. Where the gradient is particularly level, the river will branch into many separate channels that weave in and out, leaving gravel bar islands. Where two meanders meet, the river will straighten, leaving oxbow lakes in the former meander bends. TIME: One class period MATERIALS: . Lesson 4- Sediment Deposition and River Structures.pptx . Lesson 4a- Sediment Deposition and River Structures.pdf . StreamTable.pptx . StreamTable.pdf . Mass Wasting and Flash Floods.pptx . Mass Wasting and Flash Floods.pdf . Stream Table . Sand . Reflection Journal Pages (printable handout) . Vocabulary Notes (printable handout) PROCEDURE: 1. Review Essential Question and introduce Guiding Question. 2. Hand out first Reflection Journal page and have students take a minute to consider and respond to the questions then discuss responses and questions generated. 3. Handout and go over the Vocabulary Notes. Students will define the vocabulary words as they watch the PowerPoint Lesson.
    [Show full text]
  • State-Of-The-Practice: Evaluation of Sediment Basin Design, Construction, Maintenance, and Inspection Procedures
    Research Report No. 1 Project Number: 930-791 STATE-OF-THE-PRACTICE: EVALUATION OF SEDIMENT BASIN DESIGN, CONSTRUCTION, MAINTENANCE, AND INSPECTION PROCEDURES Prepared by: Wesley C. Zech Xing Fang Christopher Logan August 2012 DISCLAIMERS The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of Auburn University or the Alabama Department of Transportation. This report does not constitute a standard, specification, or regulation. NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES Wesley C. Zech, Ph.D. Xing Fang, Ph.D., P.E., D.WRE Research Supervisors ACKNOWLEDGEMENTS Material contained herein was obtained in connection with a research project “Assessing Performance Characteristics of Sediment Basins Constructed in Franklin County,” ALDOT Project 930-791, conducted by the Auburn University Highway Research Center. Funding for the project was provided by the Alabama Department of Transportation. The funding, cooperation, and assistance of many individuals from each of these organizations are gratefully acknowledged. The authors would like to acknowledge and thank all the responding State Highway Agencies (SHAs) for their participation and valuable feedback. The project advisor committee includes Mr. Buddy Cox, P.E., (Chair); Mr. Larry Lockett, P.E., (former chair); Mr. James Brown, P.E.; Mr. Barry Fagan, P.E.; Mr. Skip Powe, P.E.; Ms. Kaye Chancellor Davis, P.E.; Ms. Michelle Owens (RAC Liaison), and Ms. Kristy Harris (FHWA Liaison). iii ABSTRACT The following document is the summary of results from a survey that was conducted to evaluate the state-of-the-practice for sediment basin design, construction, maintenance, and inspection procedures by State Highway Agencies (SHAs) across the nation.
    [Show full text]
  • SEDIMENT BASIN (No.) Code 350
    SEDIMENT BASIN (No.) Code 350 Natural Resources Conservation Service Conservation Practice Standard I. Definition filter strips, etc., to reduce the amount of sediment flowing into the basins. A basin constructed to collect and store debris or sediment. The basin shall be located to intercept sediment before it enters streams, lakes, and wetlands. For II. Purpose maximum effectiveness, the basin must be located close to the sediment source. To preserve the capacity of reservoirs, lakes, wetlands, ditches, canals, diversions, waterways, and The capacity of the sediment basin shall equal streams; to prevent undesirable deposition on bottom the volume of sediment expected to be trapped at lands and developed areas; to trap sediment the site during the planned life of the basin or the originating from construction sites; and to reduce or improvements it is designed to protect. abate pollution by providing basins for deposition and storage of silt, sand, gravel, stone, agricultural Sediment basins meeting these design criteria are wastes, and other detritus. assumed to have an 80% trapping efficiency. III. Conditions Where Practice Applies volume = calculated erosion * planned life * SDR * trap efficiency * 23.5 ft3/ton This practice applies where physical conditions or land ownership preclude treatment of a sediment Where: source or where a sediment basin offers the most 3 practical solution to reduce sediment delivery to Volume = cubic feet (ft ) downstream areas. Calculated erosion = sheet and rill, gullies, etc. (Tons / year) Sediment basins having the primary purpose of controlling suspended solids loading and attached SDR= sediment delivery ratio pollutants from runoff with a permanent pool of Trap Efficiency Assumed to be 80% watershall meet the criteria set forth in Wisconsin Department of Natural Resources (DNR) Standard If it is determined that periodic removal of 1001, Wet Detention Basin.
    [Show full text]
  • Biogeochemical and Metabolic Responses to the Flood Pulse in a Semi-Arid Floodplain
    View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by DigitalCommons@USU 1 Running Head: Semi-arid floodplain response to flood pulse 2 3 4 5 6 Biogeochemical and Metabolic Responses 7 to the Flood Pulse in a Semi-Arid Floodplain 8 9 10 11 with 7 Figures and 3 Tables 12 13 14 15 H. M. Valett1, M.A. Baker2, J.A. Morrice3, C.S. Crawford, 16 M.C. Molles, Jr., C.N. Dahm, D.L. Moyer4, J.R. Thibault, and Lisa M. Ellis 17 18 19 20 21 22 Department of Biology 23 University of New Mexico 24 Albuquerque, New Mexico 87131 USA 25 26 27 28 29 30 31 present addresses: 32 33 1Department of Biology 2Department of Biology 3U.S. EPA 34 Virginia Tech Utah State University Mid-Continent Ecology Division 35 Blacksburg, Virginia 24061 USA Logan, Utah 84322 USA Duluth, Minnesota 55804 USA 36 540-231-2065, 540-231-9307 fax 37 [email protected] 38 4Water Resources Division 39 United States Geological Survey 40 Richmond, Virginia 23228 USA 41 1 1 Abstract: Flood pulse inundation of riparian forests alters rates of nutrient retention and 2 organic matter processing in the aquatic ecosystems formed in the forest interior. Along the 3 Middle Rio Grande (New Mexico, USA), impoundment and levee construction have created 4 riparian forests that differ in their inter-flood intervals (IFIs) because some floodplains are 5 still regularly inundated by the flood pulse (i.e., connected), while other floodplains remain 6 isolated from flooding (i.e., disconnected).
    [Show full text]
  • Sediment Basin
    Water Resources Division Sediment Basin Definition Sediment basins are temporary ponds with appropriate control structures, used on construction sites to capture eroded or disturbed soil that are washed off during or after rainstorms or other runoff events. Sediment basins are designed to protect the water quality of nearby streams, rivers, lakes, and wetlands, and to protect neighboring properties from damage. Some sediment basins are converted to permanent storm water controls following the completion of construction activity. Purpose and Description The primary purpose of sediment basins is to prevent sediment from entering streams, rivers, lakes, or wetlands. They do this by collecting and detaining runoff, allowing suspended solids to settle out prior to the runoff leaving a site. Sediment basins are also sometimes called settling basins, sumps, debris basins, or dewatering basins. Pollutant Controlled: Suspended solids Treatment Mechanism: Settling Removal Efficiency Sediment basins remove only 70 to 80 percent of medium- and coarse-sized sediment particles, so use them in conjunction with other erosion control best management practices (BMPs). Sediment basins are not effective at controlling fine soil particles such as silt or clay. Companion and Alternative BMPs Construction Barrier Mulching Polyacrylamide Riprap-Stabilized Outlet Seeding Sodding www.michigan.gov/deq MDEQ NPS BMP Manual SB-1 Rev20190208 Advantages and Disadvantages Advantages Sediment basins are a cost-effective measure for treating sediment-laden runoff from drainage areas ranging from five (5) to 100 acres in size, with soil particle sizes of predominantly sand, or medium to large silt. Sediment basins are relatively easy to construct. Disadvantages The construction and proper functioning of sediment basins require adequate space and topography.
    [Show full text]
  • Tennessee Erosion & Sediment Control Handbook
    TENNESSEE EROSION & SEDIMENT CONTROL HANDBOOK A Stormwater Planning and Design Manual for Construction Activities Fourth Edition AUGUST 2012 Acknowledgements This handbook has been prepared by the Division of Water Resources, (formerly the Division of Water Pollution Control), of the Tennessee Department of Environment and Conservation (TDEC). Many resources were consulted during the development of this handbook, and when possible, permission has been granted to reproduce the information. Any omission is unintentional, and should be brought to the attention of the Division. We are very grateful to the following agencies and organizations for their direct and indirect contributions to the development of this handbook: TDEC Environmental Field Office staff Tennessee Division of Natural Heritage University of Tennessee, Tennessee Water Resources Research Center University of Tennessee, Department of Biosystems Engineering and Soil Science Civil and Environmental Consultants, Inc. North Carolina Department of Environment and Natural Resources Virginia Department of Conservation and Recreation Georgia Department of Natural Resources California Stormwater Quality Association ~ ii ~ Preface Disturbed soil, if not managed properly, can be washed off-site during storms. Unless proper erosion prevention and sediment control Best Management Practices (BMP’s) are used for construction activities, silt transport to a local waterbody is likely. Excessive silt causes adverse impacts due to biological alterations, reduced passage in rivers and streams, higher drinking water treatment costs for removing the sediment, and the alteration of water’s physical/chemical properties, resulting in degradation of its quality. This degradation process is known as “siltation”. Silt is one of the most frequently cited pollutants in Tennessee waterways. The division has experimented with multiple ways to determine if a stream, river, or reservoir is impaired due to silt.
    [Show full text]
  • Classifying Rivers - Three Stages of River Development
    Classifying Rivers - Three Stages of River Development River Characteristics - Sediment Transport - River Velocity - Terminology The illustrations below represent the 3 general classifications into which rivers are placed according to specific characteristics. These categories are: Youthful, Mature and Old Age. A Rejuvenated River, one with a gradient that is raised by the earth's movement, can be an old age river that returns to a Youthful State, and which repeats the cycle of stages once again. A brief overview of each stage of river development begins after the images. A list of pertinent vocabulary appears at the bottom of this document. You may wish to consult it so that you will be aware of terminology used in the descriptive text that follows. Characteristics found in the 3 Stages of River Development: L. Immoor 2006 Geoteach.com 1 Youthful River: Perhaps the most dynamic of all rivers is a Youthful River. Rafters seeking an exciting ride will surely gravitate towards a young river for their recreational thrills. Characteristically youthful rivers are found at higher elevations, in mountainous areas, where the slope of the land is steeper. Water that flows over such a landscape will flow very fast. Youthful rivers can be a tributary of a larger and older river, hundreds of miles away and, in fact, they may be close to the headwaters (the beginning) of that larger river. Upon observation of a Youthful River, here is what one might see: 1. The river flowing down a steep gradient (slope). 2. The channel is deeper than it is wide and V-shaped due to downcutting rather than lateral (side-to-side) erosion.
    [Show full text]
  • River Processes- Erosion, Transportation and Deposition Task 1: for Each of the Processes of Erosion and Transportation Draw a Diagram Show the Process at Work
    River Processes- Erosion, Transportation and Deposition Task 1: For each of the processes of erosion and transportation draw a diagram show the process at work In the upper course of the main process is Erosion. This is where the bed and banks of the river are worn away. A river can erode in one of four ways: Process Definition Diagram Hydraulic the sheer force of water hitting the action banks of the river: Abrasion fine material rubs against the riverbank The bank is worn away by a sand- papering action called abrasion, and collapses. This occurs on the outside of meanders. Attrition material is moved along the bed of a river, collides with other material, and breaks up into smaller pieces. Corrosion rocks forming the banks and bed of a river are dissolved by acids in the water. Once the material is eroded it can then be transported by one of four ways, which will depend upon the energy of the river: Process Definition Diagram Traction large rocks and boulders are rolled along the bed of the river. Saltation smaller stones are bounced along the bed of the river Suspension fine material which is carried by the water and which gives the river its 'muddy' colour. Solution dissolved material transported by the river. In the middle and lower course, the land is much flatter, this means that the river is flowing more slowly and has much less energy. The river starts to deposit (drop) the material that it has been carry Deposition Challenge: Add labels onto the diagram to show where all of the processes could be happening in the river channel.
    [Show full text]
  • Impacts of a Flood Pulsing Hydrology on Plants and Invertebrates in Riparian Wetlands
    IMPACTS OF A FLOOD PULSING HYDROLOGY ON PLANTS AND INVERTEBRATES IN RIPARIAN WETLANDS A dissertation submitted to Kent State University in partial fulfillment of the requirements for the degree of Doctor of Philosophy by Maureen K. Drinkard August 2012 Dissertation written by Maureen K. Drinkard B.S., Kent State University, 2003 Ph.D., Kent State University, 2012 Approved by ___Ferenc de Szalay_, Chair, Doctoral Dissertation Committee ___Mark Kershner_______, Members, Doctoral Dissertation Committee _____Oscar Rocha________, ____Mandy Munro-Stasiuk_, Accepted by _____James Blank______, Chair, Department of Biological Sciences ______Raymond Craig___, Dean, College of Arts and Sciences ii TABLE OF CONTENTS LIST OF FIGURES ............................................................................................................... vi LIST OF TABLES ................................................................................................................. vii ACKNOWLEDGEMENTS .................................................................................................... x CHAPTER I. INTRODUCTION ................................................................................................ 1 Dissertation Goals ............................................................................................. 1 Definition of the Flood Pulse Concept .............................................................. 2 Ecological and economic importance ............................................................... 3 Impacts of environmental
    [Show full text]
  • Reclamation of Tailings Ponds
    Journal American Society of Mining and Reclamation, 2012 Volume 1, Issue 1, COMPARISON OF HYDROLOGIC CHARACTERISTICS FROM TWO DIFFERENTLY RECLAIMED TAILINGS PONDS; GRAVES MOUNTAIN, LINCOLNTON, GA1 Gwendelyn Geidel2 Abstract: This study compares and evaluates the hydrologic characteristics between two kyanite ore process tailings ponds that were reclaimed with different reclamation strategies; one reclaimed with an impermeable membrane and the other with an open, surface reconfiguration (OSR) methodology. During the extraction and processing of kyanite ore from the Graves Mountain mine, Lincoln County, Georgia, fine grained tailings were produced. The tailings were transported by slurry pipeline to various tailings ponds which were created by the construction of dams using on-site materials. The first study site, referred to as the Pyrite Pond (PP), was constructed and filled during the 1960’s and early 1970’s. In early 1992, the PP was capped with an impermeable membrane, covered with a thin soil veneer and vegetated and in 1998 the upslope reclamation was completed. The second tailings pond, referred to as the East Tailings Pond (ETP), was constructed and filled in the 1970’s and early 1980’s and was reclaimed in 1995-96 by surface reconfiguration and the addition of soil amendments. Piezometers and wells were installed into the two tailings ponds and also in close proximity to the tailings ponds. While the initial study was aimed at comparing the two reclamation strategies, it became apparent that the ground water was a dominant factor. Results of the evaluation of the potentiometric surface data for varying depths within each tailings pond indicate that while both tailings ponds exhibit delayed response to precipitation events suggesting infiltration effects, the delay in the ETP deep wells and PP wells could not be adequately described by a surface infiltration model.
    [Show full text]
  • 5.00 Storm Water Pond Systems
    This guidance is not a regulatory document and should be considered only informational and supplementary to the MPCA permits (such as the construction storm water general permit or MS4 permit) and local regulations. CHAPTER 5 TABLE OF CONTENTS Page 5.00 STORMWATER-DETENTION PONDS............................................................................5.00-1 5.01 Pond Design Criteria: SYSTEM DESIGN.........................................................5.01-1 5.02 Pond Design Criteria: POND LAYOUT AND SIZE.........................................5.02-1 5.03 Pond Design Criteria: MAIN TREATMENT CONCEPTS...............................5.03-1 5.04 Pond Design Criteria: DEAD STORAGE VOLUME .......................................5.04-1 5.05 Pond Design Criteria: EXTENDED DETENTION ...........................................5.05-1 5.06 Pond Design Criteria: POND OUTLET STRUCTURES ..................................5.06-1 5.07 Pond Design Criteria: OPERATION AND MAINTENANCE..........................5.07-1 5.08 Pond Design Criteria: SPECIAL CONSIDERATIONS ....................................5.08-1 5.10 STORMWATER POND SYSTEMS..........................................................................5.10-1 5.11 Pond Systems: ON-SITE VERSUS REGIONAL PONDS ................................5.11-1 5.12 Pond Systems: ON-LINE VERSUS OFF-LINE PONDS ..................................5.12-1 5.13 Pond Systems: OTHER POND SYSTEMS.......................................................5.13-1 5.20 Ponds: EXTENDED-DETENTION PONDS..............................................................5.20-1
    [Show full text]