Subsurface Transport of Cryptosporidium Oocysts in Soils of Wisconsin s Carbonate Aquifer Region
|
|
- Owen Jennings
- 8 years ago
- Views:
Transcription
1 Subsurface Transport of Cryptosporidium Oocysts in Soils of Wisconsin s Carbonate Aquifer Region Zach Zopp Assistance Researcher: University of Wisconsin Madison Dept. of Biological Systems Engineering (BSE) 10^6 Magnification
2 Cryptosporidium parvum Cryptosporidium parvum (C. parvum) is a pathogenic protozoa parasite common to bovine manure Cryptosporidiosis In humans Human contraction occurs via: Drinking water, recreational water, or food DIC
3 FITI
4 1) Soil Treatment 2) Susceptibility HOW? 3) Dairy DAPI
5 Project Impetus Area of Interest Northeastern Wisconsin Soil based manure treatments systems have vulnerabilities that may lead to the contamination of ground and drinking water supplies FITI
6 Project Objectives 1. Determine if irradiated C. parvum is an effective surrogate for live C. parvum soil transport 2. Determine the transport potential of C. parvum for several NE WI soils 3. Relate transport potential to soil characteristics (texture, moisture, organic matter etc.) DAPI
7 Field Methodology Laboratory based study using intact 6 inch diameter x 20 inch tall undisturbed soil columns from NE WI Three soils selected for soil columns Lomira (LvB), Hochheim (HmB), Kewaunee (KnB) Silt Loam (LvB & HmB) and Silty Clay (KnB) FITI
8 Field Methodology FITI
9 FITI
10 Laboratory Methodology Simulated rainfall experiments on soil columns Surface inculcated with 10^6 C. parvum via a diluted 1% manure Collection of leachate and depth wise distribution of soil for C. parvum analysis via EPA No EPA Soil Extraction Method DIC
11 EPA Minimum Recovery 32% DIC
12 Objective #1 Are Irradiated C. parvum Oocysts an Effective Surrogate? Yes Irradiated oocysts behave in a similar manor for both leachate and soil DAPI
13 Objective #2 Transport Potential of Soils in NE WI Treatment Irradiated C. parvum 3 Soil Series (LvB, HmB, KnB) Simulation Conditions Initial Saturated Soil Condition Duration of One Pore Volume Rainfall rate individualized to maximal flux without ponding Bromide Tracer FITI
14 FITI
15 Mean Flux 2.4 cm hr -1 FITI
16 A Horizon B Horizon FITI
17 Objective #2 Lomira (LvB) & Hochheim (HmB) Silt Loam Potential for Transport to Groundwater Rapid Migration Breakthrough First Flush Kewaunee (KnB) Silty Clay Potential for Transport to Surfacewater Ponding Soil Retention FITI
18 Objective #3 Soil Characteristics (Stimulate) Texture Silt Loams have higher leachate C. parvum concentrations and dominate First Flush Effect Hydraulic Conductivity Quantify impact of Macropores, but inherit to texture Macropores The presence of connective macropores observed to increase magnitude of First Flush Effect (LvB) DIC
19 Objective #3 Soil Characteristics (Inhibit) Texture Silt Clay May prevent breakthrough Delay First Flush Effect Percentage of Clay in B Horizon Clay texture (50%) Moisture Content Expansion of Silt Clay and Clay texture DIC
20 Summary S 3 PEG method produced repeatable soil extraction recoveries of C. parvum above EPA minimum recovery standards Irradiated C. parvum is a viable surrogate for the transport of live C. parvum Oocysts in soil Under plausible conditions, the Silt Loams of NE Wisconsin have the potential to transport C. parvum to groundwater DAPI
21 Impacts Expands knowledge base of In-situ based C. parvum research Peng, 2011 Harter, 2000 DAPI
22 Collaborators & Partners Dr. Sharon Long: Professor, UW-Madison Dept. of Soils Dr. Anita Thompson: Associate Professor, UW-Madison Dept. of BSE Dr. K.G. Karthikeyan: Professor, UW-Madison Dept. BSE Dr. Fred Madison: Emeritus Professor, UW-Madison Dept. of Soils WSLH Staff (J. Olstadt, B. Hoffman, M. Collins, J. Allan) WI Department of Natural Resources WI Groundwater Coordinating Council DAPI
23 References CAFO and Dairy Farm Concentrations in the State of Wisconsin. (2009). Wisconsin Initiative on Climate Change Impacts. Accessed fromhttp:// Groundwater Contamination Susceptibility in Wisconsin. (1989). Wisconsin Geological & Natural History Survey. Accessed from Harter, T. & Wagner, S. (2000). Colloid Transport and Filtration of Cryptosporidium parvum in Sandy Soils and Aquifer Sediments. Environmental Science and Technology. 34, Kato, S. et al. (2002). Effects of Freeze Thaw Events on the viability of Cryptosporidium parvum oocysts in Soil. Journal of Parasitology. 88(4): Peng, X., Macdonald, S., Murphy, T. M., and Holden, N. M. (2011). The Fate and Transport of Cryptosporidium parvum Oocysts in the Soil. Principles, Application and Assessment in Soil Science, Petersen, H. H., Enemark, H. L., Olsen, A., Amin, M. G. M., & Dalsgaard, A. (2012). Transport of Cryptosporidium parvum oocysts in soil columns following applications of raw and separated liquid slurries. Applied and Environmental Microbiology, 78(17), Soil Regions of Wisconsin. (1993). Wisconsin Geological & Natural History Survey. Accessed from DAPI
24 Questions? What about radish macropores? DIC
FARM A SYST Farmstead Assessment System. Drinking Water Well Condition
G3536 1W FARM A SYST Farmstead Assessment System Worksheet #1 Assessing the Risk of Groundwater Contamination from Why should I be concerned? Drinking Water Well Condition About 95 percent of this country
More informationAppendix A9. Abbreviations and Glossary
Appendix A9 Abbreviations and Glossary A9.1 Abbreviations used in this Report ADAS The Agricultural Development and Advisory Service, now trading as ADAS AIDS Acquired Immune Deficiency Syndrome AWWARF
More informationInherent Factors Affecting Soil Nitrogen
Nitrogen (N) is the most abundant element in the atmosphere and is usually the most limiting crop nutrient. Nitrogen cycles through soil in various processes and forms. Some processes are necessary to
More informationReview of Groundwater Vulnerability Assessment Methods Unsaturated Zone. Dept. of Earth Sciences University of the Western Cape
Review of Groundwater Vulnerability Assessment Methods Unsaturated Zone Dept. of Earth Sciences University of the Western Cape Background Sililo et al. (2001) Groundwater contamination depends on: Intrinsic
More informationVulnerability Assessment
Vulnerability Assessment VULNERABILITY As used in this report, vulnerability refers to the sensitivity of groundwater to contamination, and is determined by intrinsic characteristics of the aquifer. It
More informationCHAPTER 13 LAND DISPOSAL
CHAPTER 13 LAND DISPOSAL Supplemental Questions: Which of Shakespeare's plays is the source of the opening quote? The Tempest [1611-1612],Act: I, Scene: i, Line: 70. 13-1. Cite four reasons landfills remain
More informationSoil Cleanup Goals. Minnesota Department of Agriculture Pesticide and Fertilizer Management Division. Guidance Document 19
This document is made available electronically by the Minnesota Legislative Reference Library as part of an ongoing digital archiving project. http://www.leg.state.mn.us/lrl/lrl.asp Minnesota Department
More informationSTUDY QUESTIONS FOR GEOLOGY 408U/508
Geology 408/608 Study Questions 1 STUDY QUESTIONS FOR GEOLOGY 408U/508 These questions should be used as a guide to your study of the course material for exam preparation. A significant portion of exam
More informationBioremediation of contaminated soil. Dr. Piyapawn Somsamak Department of Environmental Science Kasetsart University
Bioremediation of contaminated soil Dr. Piyapawn Somsamak Department of Environmental Science Kasetsart University Outline Process description In situ vs ex situ bioremediation Intrinsic biodegradation
More information#4.43 HYDRAULIC WASTEWATER LOADING RATES TO SOIL. E.J. Tyler* ABSTRACT INTRODUCTION
HYDRAULIC WASTEWATER LOADING RATES TO SOIL #4.43 E.J. Tyler* ABSTRACT Onsite wastewater infiltration rate into soil depends on the nature of soil clogging and soil characteristics. The rate of transmission
More informationAN AEM TOOL FOR THE EVALUATION OF UNDESIGNED WASTE STORAGE FACILITIES
AN AEM TOOL FOR THE EVALUATION OF UNDESIGNED WASTE STORAGE FACILITIES REFERENCE National Handbook of Conservation Practices Code NY313 Waste Storage Facility. INTRODUCTION CAFO permits require an Agricultural
More informationGUIDANCE DOCUMENT FOR DEVELOPMENTS AND SUBDIVISIONS WHERE ONSITE WASTEWATER TREATMENT SYSTEMS ARE PROPOSED
February 2012 July 2012 GUIDANCE DOCUMENT FOR DEVELOPMENTS AND SUBDIVISIONS WHERE ONSITE WASTEWATER TREATMENT SYSTEMS ARE PROPOSED i Table of Contents List of Tables...iii List of Figures...iii 1 Introduction...
More informationTim Johnson, Mike Truex, Jason Greenwood, Chris Strickland, Dawn Wellman: Pacific Northwest National Laboratory
3D Site Characterization and Autonomous Remedial Process Monitoring Using High Performance Electrical Resistivity and Induced Polarization Tomographic Imaging Tim Johnson, Mike Truex, Jason Greenwood,
More informationName: PLSOIL 105 & 106 First Hour Exam February 27, 2012. Part A. Place answers on bubble sheet. 2 pts. each.
Name: PLSOIL 105 & 106 First Hour Exam February 27, 2012 Part A. Place answers on bubble sheet. 2 pts. each. 1. A soil with 15% clay and 20% sand would belong to what textural class? A. Clay C. Loamy sand
More informationSite Assessment for the Proposed Coke Point Dredged Material Containment Facility at Sparrows Point
Site Assessment for the Proposed Coke Point Dredged Material Containment Facility at Sparrows Point Prepared for Maryland Port Administration 2310 Broening Highway Baltimore, MD 21224 (410) 631-1022 Maryland
More informationEstimating Potential Reduction Flood Benefits of Restored Wetlands
Estimating Potential Reduction Flood Benefits of Restored Wetlands Kenneth W. Potter University of Wisconsin Introduction Throughout the summer of 1993 a recurring question was the impact of wetland drainage
More informationStormwater Management Design Brief. Proposed Commercial Redevelopment 5830 Hazeldean Road Ottawa (Stittsville), Ontario.
Stormwater Management Design Brief Proposed Commercial Redevelopment 5830 Hazeldean Road Ottawa (Stittsville), Ontario Prepared For: 1319 Kanata Tires & Rims June 30, 2015 Report No: FS-15-013-REP.02 Stormwater
More informationUniversal Soil Erosion Equation
Author: Laura Swantek Time: 50 minute class period Grade Level: 9-12 Background: Soil is created by the weathering of rock and the decomposition of organic materials. Soils are classified according to
More informationAppendix D.1. Testing Requirements for Infiltration, Bioretention and Sand Filter Subsoils
Appendix D.1 Testing Requirements for Infiltration, Bioretention and Sand Filter Subsoils General Notes Pertinent to All Testing 1. For infiltration trench (I-1) and basin (I-2) practices, a minimum field
More informationAPPENDIX B CHARACTERIZATION OF SOILS AT TEST SITES
APPENDIX B HARATERIZATION OF SOILS AT TEST SITES A.1 LAMBTON FAILITY 2015 ANNUAL LANDFILL REPORT BIOMONITORING PROGRAM pendix B haracterization of Soils at Test Sites pendix B HARATERIZATION OF SOILS
More informationRetention/Irrigation. Design Considerations. Soil for Infiltration Area Required Slope Environmental Side-effects
Description Retention/irrigation refers to the capture of stormwater runoff in a holding pond and subsequent use of the captured volume for irrigation of landscape of natural pervious areas. This technology
More informationCOST AND PERFORMANCE REPORT
COST AND PERFORMANCE REPORT Pump and Treat of Contaminated Groundwater at the United Chrome Superfund Site Corvallis, Oregon September 1998 Prepared by: SITE INFORMATION Identifying Information: United
More informationU. S. Army Corps of Engineers Ground Water Extraction System Subsurface Performance Checklist
U. S. Army Corps of Engineers Ground Water Extraction System Subsurface Performance Checklist Installation Name Site Name / I.D. Evaluation Team Site Visit Date This checklist is meant to aid in evaluating
More informationGUIDELINE 39 SEPTAGE, SUMP AND PIT WASTE, AND RESTAURANT GREASE TRAP WASTE MANAGEMENT
GUIDELINE 39 SEPTAGE, SUMP AND PIT WASTE, AND RESTAURANT GREASE TRAP WASTE MANAGEMENT North Dakota Department of Health Division of Waste Management Telephone: 701.328.5166 Fax: 701.328.5200 Website: www.ndhealth.gov/wm
More informationINTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 3, 2013
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 3, 2013 Copyright by the authors - Licensee IPA- Under Creative Commons license 3.0 Research article ISSN 0976 4399 Reliability of
More informationCraig L. Patterson, P.E. Water Supply and Water Resources Division National Risk Management Research Laboratory Cincinnati, Ohio 45268
EVALUATION OF SMALL SYSTEM FILTRATION TECHNOLOGIES FOR THE TREATMENT OF COLOR, DISINFECTION BYPRODUCTS AND MICROBIOLOGICAL CONTAMINANTS IN SURFACE WATERS Craig L. Patterson, P.E. Water Supply and Water
More informationCopyright Advanced Viticulture, Inc. www.advancedvit.com
Pressure bomb Real-time Soil Moisture + PB + Porometer P. Bomb + ET Soil Moisture +PB + Porometer P. Bomb + Porometer Determine Site Characteristics Rooting Depth Soil Type Install Soil Moisture Sensors
More informationAdapt-N Guided Hands-on Exercise
Adapt-N Guided Hands-on Exercise Pointers: Use Mozilla Firefox as your browser. Do not use the BACK button. Make sure to input your locations as 2012 locations (not 2013). Make sure to input a Season End
More informationA perforated conduit such as pipe, tubing or tile installed beneath the ground to intercept and convey ground water. or structures.
BMP: SUBSURFACE DRAIN Definition A perforated conduit such as pipe, tubing or tile installed beneath the ground to intercept and convey ground water. PurRoses 1. To prevent sloping soils from becoming
More informationChapter D9. Irrigation scheduling
Chapter D9. Irrigation scheduling PURPOSE OF THIS CHAPTER To explain how to plan and schedule your irrigation program CHAPTER CONTENTS factors affecting irrigation intervals influence of soil water using
More informationPOTENTIAL IMPACTS OF CLIMATE CHANGE ON FLOODING IN WISCONSIN
POTENTIAL IMPACTS OF CLIMATE CHANGE ON FLOODING IN WISCONSIN Ken Potter and Zach Schuster Department of Civil & Environmental Engineering University of Wisconsin Madison, WI OUTLINE Typical flood scenarios
More informationEnvironmental Remediation Examples and Remediation Strategic Planning
Environmental Remediation Examples and Remediation Strategic Planning Yasuo Onishi (yasuo.onishi@pnnl.gov) October 16, 2011 Pacific Northwest National Laboratory, and Washington State University, Civil
More informationSettlement of Foundations on Expansive Clays Due to Moisture Demand of Trees CIGMAT 2008
Settlement of Foundations on Expansive Clays Due to Moisture Demand of Trees CIGMAT 2008 Kenneth E. Tand, P.E. Practicing Geotechnical Engineer FRIEND OR FOE Trees are our friends. They extract carbon
More informationSoil Data and Interpretations for Applications in Food and Water Security
Soil Data and Interpretations for Applications in Food and Water Security Maxine J. Levin ; Susan Southard, Steve Peasley; Robert Dobos; Cathy A. Seybold, USDA-Natural Resources Conservation Service(NRCS
More informationStorm Drain Inlet Protection for Construction Sites (1060)
Storm Drain Inlet Protection for Construction Sites (1060) Wisconsin Department of Natural Resources Conservation Practice Standard I. Definition A temporary device installed in or around a storm drain
More informationHow To Model Soil On Gri
TECHNICAL NOTE ON USING HELP MODEL (VER. 3.07) I: INPUT STEPS GUIDE The purpose of this document is to help the users of HELP Model through the input procedures, and interpretation of the output results.
More informationFlash Flood Science. Chapter 2. What Is in This Chapter? Flash Flood Processes
Chapter 2 Flash Flood Science A flash flood is generally defined as a rapid onset flood of short duration with a relatively high peak discharge (World Meteorological Organization). The American Meteorological
More informationSoils, Foundations & Moisture Control
Soils, Foundations & Moisture Control Soil The top loose layer mineral and/or organic material on the surface of the Earth that serves as a natural medium for the growth of plants and support for the foundations
More informationPresumptive Remedy: Supplemental Bulletin Multi-Phase Extraction (MPE) Technology for VOCs in Soil and Groundwater Quick Reference Fact Sheet
Office of Emergency and Remedial Response United States Air Force Air Combat Command United States Environmental Protection Agency Office of Solid Waste and Emergency Response Directive No. 9355.0-68FS
More informationNOTES on the CONE PENETROMETER TEST
GE 441 Advanced Engineering Geology & Geotechnics Spring 2004 Introduction NOTES on the CONE PENETROMETER TEST The standardized cone-penetrometer test (CPT) involves pushing a 1.41-inch diameter 55 o to
More informationCOMPREHENSIVE PLAN SECTION B, ELEMENT 4 WATER RESOURCES. April 20, 2010 EXHIBIT 1
COMPREHENSIVE PLAN SECTION B, ELEMENT 4 WATER RESOURCES April 20, 2010 EXHIBIT 1 ELEMENT 4 WATER RESOURCES TABLE OF CONTENTS 4.1 INTRODUCTION 4.2 GOALS AND POLICIES 4.2.A General Goals and Policies 1 4.2.B
More informationSelection of geo-synthetic filter materials as drain envelopes in clay and silty loam soils to prevent siltation: A case study from Turkey
African Journal of Agricultural Research Vol. 6(16), pp. 3930-3935, 18 August, 2011 Available online at http://www.academicjournals.org/ajar DOI: 10.5897/AJAR11.716 ISSN 1991-637X 2011 Academic Journals
More informationCOTTON WATER RELATIONS
COTTON WATER RELATIONS Dan R. Krieg 1 INTRODUCTION Water is the most abundant substance on the Earth s surface and yet is the most limiting to maximum productivity of nearly all crop plants. Land plants,
More informationStorm Water Runoff from Natural Gas Well Sites in North Texas: Sampling, Modeling, and Management Options
Storm Water Runoff from Natural Gas Well Sites in North Texas: Sampling, Modeling, and Management Options Kenneth E. Banks David J. Wachal City of Denton, Texas David Wachal is now with ESRI Professional
More informationNATURAL RESOURCES CONSERVATION SERVICE CONSERVATION PRACTICE STANDARD SUBSURFACE DRAIN. (Ft.) CODE 606
606-1 NATURAL RESOURCES CONSERVATION SERVICE CONSERVATION PRACTICE STANDARD SUBSURFACE DRAIN (Ft.) CODE 606 DEFINITION A conduit installed beneath the ground surface to collect and/or convey excess water.
More informationLand Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
More informationHydrologic Soil Groups
United States Department of Agriculture Natural Resources Conservation Service Hydrology Chapter 7 Rain clouds Cloud formation Precipitation Transpiration Surface runoff Evaporation from vegetation Transpiration
More informationOn the Impact of Oil Extraction in North Orange County: Overview of Hydraulic Fracturing
On the Impact of Oil Extraction in North Orange County: Overview of Hydraulic Fracturing California State University Fullerton, September 23, 2014 Steve Bohlen, Senior Scientist, Lawrence Berkeley National
More informationHow To Know If Your Well Water Is Safe
Bernalillo County Office of Environmental Health A comprehensive guide to help maintain your well and keep your drinking water safe Bernalillo County Office of Environmental Health Bernalillo County Commission
More informationc. Borehole Shear Test (BST): BST is performed according to the instructions published by Handy Geotechnical Instruments, Inc.
Design Manual Chapter 6 - Geotechnical 6B - Subsurface Exploration Program 6B-2 Testing A. General Information Several testing methods can be used to measure soil engineering properties. The advantages,
More informationGUIDELINES FOR LEACHATE CONTROL
GUIDELINES FOR LEACHATE CONTROL The term leachate refers to liquids that migrate from the waste carrying dissolved or suspended contaminants. Leachate results from precipitation entering the landfill and
More informationFundamentals of CONE PENETROMETER TEST (CPT) SOUNDINGS. J. David Rogers, Ph.D., P.E., R.G.
Fundamentals of CONE PENETROMETER TEST (CPT) SOUNDINGS J. David Rogers, Ph.D., P.E., R.G. Cone Penetration Test CPT soundings can be very effective in site characterization, especially sites with discrete
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 4
More informationBMP 6.7.3: Soil Amendment & Restoration
BMP 6.7.3: Soil Amendment & Restoration Soil amendment and restoration is the process of improving disturbed soils and low organic soils by restoring soil porosity and/or adding a soil amendment, such
More informationInterim Summary Report for the Treatment Facility D Helipad In-Situ Bioremediation Treatability Test
Interim Summary Report for the Treatment Facility D Helipad In-Situ Bioremediation Treatability Test June 15, 2012 Environmental Restoration Department This work was performed under the auspices of the
More informationEnvironmental Engineering Professors Cal (Chair of Department), Richardson Associate Professor Huang Adjunct Faculty Brady, Hendrickx
Environmental Engineering Professors Cal (Chair of Department), Richardson Associate Professor Huang Adjunct Faculty Brady, Hendrickx Degrees Offered: B.S. in Environmental Engineering; M.S. in Environmental
More informationInvestigating Intra-annual Variability of Well. Water Quality in Lincoln Township
Investigating Intra-annual Variability of Well Water Quality in Lincoln Township June 2014 Final Report Davina Bonness, Kewaunee County Land and Water Conservation Department Kevin Masarik, Center for
More informationGENERAL SESSION Donna Francy, Dan Hippe, Moderators. 9:00 9:30 Welcome and introduction James Morris Ohio District, USGS
WEDNESDAY, FEBRUARY 16, 2005 GENERAL SESSION Donna Francy, Dan Hippe, Moderators 9:00 9:30 Welcome and introduction James Morris Ohio District, USGS Opening remarks Timothy Miller Office of Water Quality,
More informationSoil compaction is the physical consolidation
A3367 Soil compaction: Causes, concerns, and cures Richard Wolkowski and Birl Lowery Compacted soil can cut crop yields by as much as 5% due to reduced aeration, increased resistance to root penetration,
More informationCalcium (Ca) and magnesium (Mg) are secondary nutrients, but they are
Chapter 4 Magnesium 32 4 Magnesium Charles S. Wortmann UNL Professor of Agronomy Revised from: Kenneth D. Frank UNL Associate Professor Emeritus, Agronomy Calcium (Ca) and magnesium (Mg) are secondary
More informationLecture Series in Water, Soil and Atmosphere (315.340) Unit 1: Interaction Soil / Vegetation / Atmosphere
Dept. Water, Soil & Atmosphere Institute of Hydraulics and Rural Water Management University of Natural Resources and Life Sciences Vienna Lecture Series in Water, Soil and Atmosphere (315.340) Unit 1:
More informationPREDICTIVE MODELLING AND MONITORING NATURAL ATTENUATION TO SAVE REMEDIAL COSTS
PREDICTIVE MODELLING AND MONITORING NATURAL ATTENUATION TO SAVE REMEDIAL COSTS A.Aziz Shaikh, Brian Tsang, Greg Sutor and Thomas Dance Abstract This paper describes the multidisciplinary components of
More informationBasics of UV Disinfection
Local Section Seminar Basics of UV Disinfection April 17, 2014 Joseph Moore, P.E. DuBois-Cooper Associates, Inc. 1 Presentation Outline Basics of Ultraviolet (UV) Disinfection Components of UV Disinfection
More informationANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY
ANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY ANNEX D1: BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN DRA FOR SAFETY D1-1 ANNEX D1 BASIC CONSIDERATIONS
More informationEmployee Training Plan Farm A
Employee Training Plan Farm A Table of Contents Training Goals, Objectives, Activities Page Requirements, Standards, Procedures and Practices Training Content Nutrient Management Odor Management Runoff
More informationON-SITE STORMWATER DISPOSAL SYSTEM (OSDS) DESIGN AND CONSTRUCTION MINIMUM GUIDELINES AND REQUIREMENTS
ON-SITE STORMWATER DISPOSAL SYSTEM (OSDS) DESIGN AND CONSTRUCTION MINIMUM GUIDELINES AND REQUIREMENTS Land Use and Transportation BUILDING SERVICES September 26, 2007 Second Edition BACKGROUND INFORMATION
More informationWeathering, Erosion, and Soils. Weathering and Erosion. Weathering and Erosion
Weathering, Erosion, and Soils 1 The Grand Canyon, a landscape shaped by weathering and erosion 2 Weathering vs. erosion Types of weathering Physical Chemical Rates of weathering and erosion Climate Rock
More informationClassification of the soil at CIMMYT s experimental station in the Yaqui Valley near Ciudad Obregón, Sonora, Mexico
Classification of the soil at CIMMYT s experimental station in the Yaqui Valley near Ciudad Obregón, Sonora, Mexico Nele Verhulst 1,2, Jozef Deckers 2, Bram Govaerts 1 Summary The soil at the experimental
More informationAGENDA ITEM SUMMARY. AGENDA ITEM TITLE: Discussion on Onsite Wastewater Treatment System (OWTS) Regulation Options
AGENDA ITEM SUMMARY WORK SESSION DATE: April 15, 2014 AGENDA ITEM TITLE: Discussion on Onsite Wastewater System (OWTS) Regulation Options STAFF RESPONSIBLE: Kurt Dahl, Environmental Health and Natural
More informationKWANG SING ENGINEERING PTE LTD
KWANG SING ENGINEERING PTE LTD 1. INTRODUCTION This report represents the soil investigation works at Aljunied Road / Geylang East Central. The objective of the soil investigation is to obtain soil parameters
More informationComments on the Long Term 2 Enhanced Surface Water Treatment Rule Toolbox Guidance Manual (Review Draft, February 2009)
Government Affairs Office 1300 Eye Street NW Suite 701W Washington, DC 20005 T 202.628.8303 F 202.628.2846 www.awwa.org The Authoritative Resource on Safe Water SM Headquarters Office 6666 W. Quincy Avenue
More information#4.42 Designing with Soil: Development and Use of a Wastewater Hydraulic Linear and Infiltration Loading Rate Table
#4.42 Designing with Soil: Development and Use of a Wastewater Hydraulic Linear and Infiltration Loading Rate Table ABSTRACT E. Jerry Tyler 1 Laura Kramer Kuns 2 Department of Soil Science Liquid/Solid
More informationCONTAMINANT SOURCES. JUNE 1998 Printed on recycled paper
Rural Wellhead Protection Protection Fact Sheet Fact Sheet CONTAMINANT SOURCES JUNE 1998 Printed on recycled paper INTRODUCTION More than 75 percent of Wyoming s population relies on groundwater for part
More information3. Given the geographic extent of the area, amendments have been made to the following regional planning documents
AMENDMENTS TO THE REGIONAL PLANS RELATING TO LAND REPAIR ON EARTHQUAKE DAMAGED RESIDENTIAL LAND UNDER s27 OF THE CANTERBURY EARTHQUAKE RECOVERY ACT 2011 1. This memorandum outlines the specific changes
More informationKey Factors for Successful DPVE Remediation at Hydrocarbon-Impacted Sites. by Wanda Sakura, John Agar & Tai Wong
Key Factors for Successful DPVE Remediation at Hydrocarbon-Impacted Sites by Wanda Sakura, John Agar & Tai Wong OUTLINE What is DPVE? Why DPVE? How to design it? How should it be operated? How well would
More informationModule 1 : Site Exploration and Geotechnical Investigation. Lecture 4 : In-situ tests [ Section 4.1: Penetrometer Tests ] Objectives
Lecture 4 : In-situ tests [ Section 4.1: Penetrometer Tests ] Objectives In this section you will learn the following Penetrometer Tests Standard penetration test Static cone penetration test Dynamic cone
More informationGround Penetrating Radar Survey of a Portion of the Riverside Cemetery, Hopkinsville, Kentucky
Ground Penetrating Radar Survey of a Portion of the Riverside Cemetery, Hopkinsville, Kentucky October 2012 Report prepared by Anthony L. Ortmann, Ph.D. Assistant Professor Department of Geosciences Murray
More informationOffshore monitoring for geological storage
Offshore monitoring for geological storage Dr Douglas Connelly National Oceanography Centre University of Southampton Waterfront Campus Southampton dpc@noc.soton.ac.uk IEAGHG Taking stock of progress and
More informationEcosystems One or more communities in an area and the abiotic factors, including water, sunlight, oxygen, temperature, and soil.
7-4.1 Summarize the characteristics of the levels of organization within ecosystems (including populations, communities, habitats, niches, and biomes). Taxonomy level: 2.4-B Understand Conceptual Knowledge
More informationStrength Determination of "Tooth-Paste" Like Sand and Gravel Washing Fines Using DMT
Strength Determination of "Tooth-Paste" Like Sand and Gravel Washing Fines Using DMT David L. Knott, P.E. and James M. Sheahan, P.E. HDR Engineering, Inc. 3 Gateway Center Pittsburgh, PA 15222-1074 Phone:
More informationSpecification Guidelines: Allan Block Modular Retaining Wall Systems
Specification Guidelines: Allan Block Modular Retaining Wall Systems The following specifications provide Allan Block Corporation's typical requirements and recommendations. At the engineer of record's
More informationAPPLICATION OF THE GEO-EMR METHOD IN HYDROGEOPHYSICS
NOVITOVI ALEKSANDAR 1, ŠESTAK ALEKSANDAR 1 APPLICATION OF THE GEO-EMR METHOD IN HYDROGEOPHYSICS During the recent decade, several new geophysical techniques have been introduced for mapping subsurface
More informationThis Questionnaire is divided into 8 sections referring to different capacity areas on the safe use of wastewater in agriculture:
Annex - II Questionnaire to support the Capacity Development Needs Assessment In the framework of the Capacity Development Project on Safe Use of Wastewater 1 in Agriculture Phase I The Food and Agriculture
More informationStorm Drain Inlet Protection for Construction Sites (1060)
Storm Drain Inlet Protection for Construction Sites (1060) Wisconsin Department of Natural Resources Conservation Practice Standard I. Definition A temporary device installed in or around a storm drain
More informationPavements should be well drained both during and upon completion of construction. Water should not be allowed to pond on or near pavement surfaces.
Project No. 208-8719 January, 2009 Ref: 2-8719BR Anthony Hudson - Broadscale Geotechnical Investigation - Proposed Commercial Development - 52 Old Pacific Highway, Pimpama Page 32 iii) Pavements should
More informationWater-Table Elevation and Depth to Water Table
Water-Table Elevation and Depth to Water Table By Roberta Adams Minnesota Hydrogeology Atlas Series Atlas HG-03 Report Plate 1, Water-Table Elevation Plate 2, Depth to Water Table St. Paul June 2016 Minnesota
More informationPrepared By: Tom Parker Geum Environmental Consulting, Inc.
Prepared By: Tom Parker Geum Environmental Consulting, Inc. Topics covered: Definition of riparian and floodplain restoration Floodplain attributes as a basis for developing criteria for restoration designs
More informationIntroduction: SWAT Database:
Creating SWAT Soil Database using FAO Soil and Terrain Database of East Africa (SOTER) Data Prepared by Lauren Gies and Venkatesh Merwade vmerwade[at]purdue[dot]edu Introduction: SWAT is a very useful
More informationBenzie Leelanau District Health Department
Benzie Leelanau District Health Department Benzie Leelanau District Health Department Tri county Health Dept. Until 1990. G.T. County H.D. contract until 1996. Environmental Health regulations adopted
More informationWhat is Soil Survey?
What is Soil Survey? Soil Survey is a systematic examination, description, classification, and mapping of the soils in a given area. Brady and Weil. 1996 Who Produces Soil Survey Cooperative effort between
More informationWell gauging results LNAPL in Benzol Processing Area
Well gauging results LNAPL in Benzol Processing Area 3.59 ft 0.62 ft 4.64 ft Context Scope & Methods Onshore Results Offshore Results Summary & Conclusions 13 Page 1 of 4 Underground Storage Tanks Last
More informationfor Sediment Removal desired levels. The filtered water then can be chemically treated to ensure its safety. Municipal water Preliminary settling
Treating Water for Sediment Removal J.R. Miner Lakes, ponds, and streams are important sources of water for many farms, rural camps, and households as well as for many municipalities in Oregon. Even under
More informationGUIDELINES FOR SOIL FILTER MEDIA IN BIORETENTION SYSTEMS (Version 2.01) March 2008
GUIDELINES FOR SOIL FILTER MEDIA IN BIORETENTION SYSTEMS (Version 2.01) March 2008 The following guidelines for soil filter media in bioretention systems have been prepared on behalf of the Facility for
More informationGround-Water-Level Monitoring and the Importance of Long-Term Water-Level Data U.S. Geological Survey Circular 1217
Ground-Water-Level Monitoring and the Importance of Long-Term Water-Level Data U.S. Geological Survey Circular 1217 by Charles J. Taylor William M. Alley Denver, Colorado 2001 U.S. DEPARTMENT OF THE INTERIOR
More informationOde.T Department of Civil Engineering, faculty of Engineering Rivers State University of Science and Technology Port Harcourt
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue, Jan-Feb 06, pp. 304-34, Article ID: IJCIET_07_0_05 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=
More informationINSITU TESTS! Shear Vanes! Shear Vanes! Shear Vane Test! Sensitive Soils! Insitu testing is used for two reasons:!
In-situ Testing! Insitu Testing! Insitu testing is used for two reasons:! To allow the determination of shear strength or penetration resistance or permeability of soils that would be difficult or impossible
More informationDOCUMENTATION OF ENVIRONMENTAL INDICATOR DETERMINATION Interim Final 2/5/99 RCRA Corrective Action Environmental Indicator (EI) RCRIS code (CA725)
DOCUMENTATION OF ENVIRONMENTAL INDICATOR DETERMINATION Interim Final 2/5/99 RCRA Corrective Action Environmental Indicator (EI) RCRIS code (CA725) Current Human Exposures Under Control Facility Name: General
More informationINORGANIC PHOSPHORUS FORMS AND EXTRACTABILITY
1 2 3 INORGANIC PHOSPHORUS FORMS AND EXTRACTABILITY IN ANAEROBICALLY DIGESTED DAIRY MANURE 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 K. Güngör and K. G. Karthikeyan The
More informationVOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPORT CAPITAL REGION RESOURCE RECOVERY CENTRE
2.0 SITE INVESTIGATION METHODOLOGY The following section summarizes the Site investigation methodology applied during the subsurface investigation and hydrogeological assessment completed at the CRRRC
More informationGround Water Surveys and Investigation
Ground Water Surveys and Investigation By Gautam Mahajan ASHISH PUBLISHING HOUSE 8/81, PUNJABI BAGH, NEW DELHI-110 026 - Contents Preface List of Abbrivations (v) (vii) 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.7.1
More information