BUFFALO RIVER COALITION PO Box 101, Jasper, AR (870)

Similar documents
FINAL REPORT GEOPHYSICAL INVESTIGATION VILLAGE ALHAMBRA RETENTION POND SITE THE VILLAGES, FLORIDA

Applied Geophysics for Environmental Site Characterization and Remediation

Initial Borehole Drilling and Testing in Central Huron,

Hydrogeology of Karst NE Wisconsin. Dr. Maureen A. Muldoon UW-Oshkosh Geology Department

Initial Borehole Drilling in the Hornepayne and Manitouwadge Area

Use of Non-Invasive Near-Surface Geophysics for Managing Brine Releases

Initial Borehole Drilling and Testing in or Near Ignace

Geophysical Methods for Screening and Investigating Utility Waste Landfill Sites in Karst Terrain

J.H. Campbell Generating Facility Pond A - Location Restriction Certification Report

Sabal Trail Pipeline Project Evaluation of Karst Topography and Sinkhole Potential for Pipeline and Facilities

Harvey Thorleifson, Director, Minnesota Geological Survey. Status of geological mapping needed for groundwater protection in Minnesota

REPORT OF GEOPHYSICAL SURVEY

CCR Rule Compliance: Innovative Use of Geophysics to Certify Landfill Stability and Site Groundwater Monitoring Wells

Groundwater in Bedrock Aquifers: Development Considerations

KARST MAPPING WITH GEOPHYSICS AT MYSTERY CAVE STATE PARK, MINNESOTA

Sabal Trail Pipeline Project Evaluation of Karst Topography and Sinkhole Potential for Pipeline and Facilities

Contractor Name and Address: Oxy USA, Inc. (Oxy), Midland, Texas OBJECTIVES

Association of Environmental & Engineering Geologists (AEG) To join AEG: Student membership is Free! Ask about our scholarships.

Cuyama Basin North Fork Vineyard

IMAGING OF DEEP SINKHOLES USING THE MULTI-ELECTRODE RESISTIVITY IMPLANT TECHNIQUE (MERIT) CASE STUDIES IN FLORIDA

ELECTRICAL RESISTIVITY SURVEYS OF APPLIED HOG MANURE SITES, MOUNT JUDEA, AR

An Introduction to Field Explorations for Foundations

Geophysical Exploration in Water Resources Assessment. John Mundell, P.E., L.P.G., P.G. Ryan Brumbaugh, L.P.G. Mundell & Associates, Inc.

Table 5-1 Sampling Program Summary for Milltown Ford Avenue Redevelopment Area, NJ.

FUNDAMENTALS OF ENGINEERING GEOLOGY

Presented By Quarterly Public Meeting February 22, 2012

GEOPHYSICAL IMAGING TO ENHANCE ANALYSIS, DESIGN AND DRILLING OF LARGE-SCALE GEOTHERMAL SYSTEMS. Abstract

Template for Sediment and Erosion Control Plan General Instructions. Section Instructions

SLOPE PROCESSES, LANDSLIDES, AND SUBSIDENCE

2. Initial Summary of Preliminary Expert Opinion of Converse and Psomas Reports

TAKING THE MYSTERY OUT OF USACE S ER DRILLING IN EARTH EMBANKMENT DAMS AND LEVEES

3/15/17. #22 - Subsidence - Rapid Sinkhole at Winter Park, FL in Rapid Subsidence Defined and Illustrated

GROUNDWATER MONITORING DATA 2016 SAMPLING EVENT HARSHAW CHEMICAL COMPANY FUSRAP SITE

Chapter 14: Groundwater. Fig 14.5b

Professional Development Grant Final Report. Attend and Present at the Annual Meeting of the Geological Society of America

STUDY GUIDE FOR CONTENT MASTERY. Movement and Storage of Groundwater

Is It Likely That Fracking the Organic-Rich Utica Shale Beneath Bowling Green, OH Would Be Environmentally Safe?

INVESTIGATIONS OF LARGE SCALE SINKHOLE COLLAPSES, LAIBIN, GUANGXI, CHINA

Prof. Stephen A. Nelson EENS 111. Groundwater

FRIENDS OF THE EEL RIVER

ELECTRICAL RESISTIVITY SURVEY OF INTREPID POTASH INJECTION WELL SITE: EDDY COUNTY, NEW MEXICO

Well Drilling in Benin, West Africa 30 March 2008 Executive Summary

about GCC

Template for Sediment and Erosion Control Plan General Instructions


Old Oilfields vs. New Homes, Wells Case Studies, Proposed Solutions

COMMENT CARD RESPONSES (SEISMIC)

ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR )

Vermont Geological Survey s Impact on Public Issues: Geologic Mapping Applied to Hazards and Water

MAPPING BEDROCK: Verifying Depth to Bedrock in Calumet County using Seismic Refraction

CCR Surface Impoundment Location Restrictions Demonstration. MidAmerican Energy Company, Louisa Generating Station

Guidelines for Site-Specific Seismic Hazard Reports for Essential and Hazardous Facilities and Major and Special-Occupancy Structures in Oregon

FINAL REPORT GEOPHYSICAL INVESTIGATION WATER TOWER NO. 6 SITE PLANT CITY, FL

GEO-STABILITY DESKTOP STUDY FOR A PROPOSED FILLING STATION AT ROODEKRANS MOGALE CITY, GAUTENG

Preventing New Groundwater Pollution Problems from Old Oilfield Areas. Oklahoma Corporation Commission

9/13/2011 CHAPTER 9 AND SUBSIDENCE. Case History: La Conchita Landslide. Introduction

Geophysical Case studies From Texas

COMMONWEALTH OF AUSTRALIA RECORD NO. 1962/180 QUEEN VICTORIA HOSPITAL SITE SEISMIC SURVEY, LAUN CESTON TASMANIA 1961 E. J. POLAK

Subsidence and Sinkholes

URANIUM RESEARCH ON NATIVE LANDS

Groundwater Resources of Missouri. Cynthia Brookshire, R. G.

Geosynthetics Applications and Performance Reviews Select Case Histories

TABLE 1 SSFL CHEMICAL SOIL BACKGROUND STUDY DATA QUALITY OBJECTIVES

CLUNES GOLDFIELD ITS SIGNIFICANT LEGACY

Appendix I-1: Archaeological Records Search

BOS 100 Overburden and Bedrock Groundwater Remediation Former Dry Cleaning Facility

USE OF GEOPHYSICAL SURVEYS FOR FILL CHARACTERIZATION AND QUANTITY ESTIMATION AT BROWNFIELD SITES A CASE HISTORY. Abstract

DRAFT. PRELIMINARY LANDSLIDE MODELING for KRAMER AVENUE LANDSLIDE SITKA, ALASKA. Prepared for: Andrew Friske 210 Kramer Ave. Sitka, Alaska 99835

Geology 103 Planet Earth (QR II), Laboratory Exercises 1. Groundwater

3D Time-lapse Seismic Modeling for CO2 Sequestration

Multi-Jurisdictional Hazard Mitigation Plan. Table C.10 The Richter Scale. Descriptor Richter Magnitude Earthquake Effects

Geologic Hazards. Montour County Multi-jurisdictional. General. Earthquake

Is It Safe to Frack Beneath Lake Lewisville?

Pore Pressure Prediction and Distribution in Arthit Field, North Malay Basin, Gulf of Thailand

Remedial Program. GE Hudson Falls Plant Site. GE Hudson Falls Plant Site. TDCS Status

Groundwater Vulnerability Mapping Eastern Newfoundland Executive Summary

Saving on the Geotechnical Investigation A False Economy

Lecture Outlines PowerPoint. Chapter 5 Earth Science 11e Tarbuck/Lutgens

The Richter Scale. Micro Less than 2.0 Microearthquakes, not felt. About 8,000/day

HID 362 MESLEKİ İNGİLİZCE 2

2014 Russell County Hazard Mitigation Plan Update STAKEHOLDERS AND TECHNICAL ADVISORS MEETING 2/6/14

Mitigation of Gypsum Mine Voids Under SR-2 in Ottawa County, Ohio

IN SOUTH DAKOTA PAST, PRESENT, AND FUTURE. GERALD (MACK) McGILLIVRAY OCTOBER 8-9, 2008

INNOVATIVE TECHNIQUES TO INVESTIGATE CONTAMINATION IN FRACTURED BEDROCK

Land Subsidence. Land subsidence is defined as the lowering of the land surface.

GROUNDWATER PATHWAY MAPPING USING AIRBORNE GEOPHYSICS: TWO CASE STUDIES

KRIS wsbssm. IBHiiilll

2-D Resistivity Study: The Horizontal Resolution Improvement by Introducing the Enhancing Horizontal Resolution (EHR) Technique

NATIONAL HYDROPOWER ASSOCIATION MEETING. December 3, 2008 Birmingham Alabama. Roger McNeil Service Hydrologist NWS Birmingham Alabama

WATER ON AND UNDER GROUND. Objectives. The Hydrologic Cycle

EMERGENCY INVESTIGATION OF EXTREMELY LARGE SINKHOLES, MAOHE, GUANGXI, CHINA

Electrical Resistivity Survey for Delineating Seawater Intrusion in a Coastal Aquifer

OVERVIEW OF ER DRILLING IN EARTH EMBANKMENT DAMS AND

Groundwater Rebound in the South Yorkshire Coalfield: A review of initial modelling

BEFORE THE CORPORATION COMMISSION OF THE STATE OF OKLAHOMA OPERATING LLC LOCATION EXCEPTION. Report of the Administrative Law Judge

10. GEOTECHNICAL EXPLORATION PROGRAM

MEMORANDUM. Jerry Conrow, Ojai Basin Groundwater Management Agency

Mapping Faults With Lightning, Natural-Sourced Electromagnetics (NSEM) Louis J. Berent Dynamic Measurement, LLC

M E M O R A N D U M. Mr. Jonathan K. Thrasher, P.E. and Mr. Ian Kinnear, P.E. PSI

Hazard Mapping Along the Dead Sea Shoreline

Transcription:

BUFFALO RIVER COALITION PO Box 101, Jasper, AR 72641 (870) 446-5783 buffalowatershed@gmail.com Presentation before Arkansas Pollution Control and Ecology Commission, April 29, 2016 by Richard Mays on behalf of the Buffalo River Coalition We are here today to alert the Commission to information which, while collected over a year ago, is just now coming to light. There is evidence that there has been and continues to be a possible release of contamination beneath the C&H hog farm. Slide 2: This evidence is in the form of an Electrical Resistivity Imaging (ERI) study done in March 2015 by Dr. Todd Halihan of Oklahoma State University under contract with the Big Creek Research and Extension Team and Cooperative Extension Service. In October of 2015, Tim Kresse, a water quality specialist with the USGS and a member of the BCRET, sent an e-mail to BCRET team leader Dr. Andrew Sharpley which stated in part : it would be nice to put a well on the west side in the vicinity of where Todd believed he saw a major fracture and movement of waste. This could be critical to resolving the interpretation of the resistivity data. Todd would be willing to assist on getting the drilling done for free.. Todd is fairly confident of his interpretation When the Alliance received a copy of this email in January 2016 in response to a Freedom of Information Act request, red flags went up.

Slide 3: ERI is a geophysical technique for imaging sub-surface structures based upon electrical resistivity measurements made on the surface. The Transects, such as shown here, are two dimensional images approximately 300 ft wide and 90 ft deep. The studies were conducted on application fields (an example of which is in this slide) and under the facility itself to determine the nature of the underlying substrata, such as karst, through which hog wastes might flow. This was done in connection with the monitoring effort under the BCRET Memorandum of Agreement with ADEQ. Slide 4: This color scale represents the range of electrical conductivity shown on the transects. Grey represents solids such as bedrock while violet suggests conductive material such as soils or fluids with high salinity. According to the OSU study, hog wastes have the possibility of providing a more electrically conductive signature. Thus, hog wastes would likely appear in a purple or blue color, depending on the concentration. Slide 5: In addition to the 3 C&H fields, OSU also examined the area around the C&H waste storage ponds and 4 ERI transects were conducted as shown on this slide. Slide 6: This slide shows the transect on the North end of the ponds.

Slide 7: This is the East side of the ponds and begins to show high conductivity signals (purple) extending some 40 feet beneath the surface. Slide 8: This is the Southern end of the ponds and shows much deeper penetration of high conductivity signals to as deep as 60 and a possible flow channel (shown in blue). Slide 9: This image was taken on the West side between the ponds and the barns and shows even deeper penetration of high conductivity signals, extending deeper than 90 and reveals the possible major fracture and movement of waste attributed to Dr Hallihan in the quote from Tim Kresse. Slide 10: Because neither OSU nor BCRET offered any further explanation of this concerning information, the Alliance sought independent expert opinions. Dr Christopher Liner, a geophysicist at the U of A states, In my opinion, interpretation of the holding pond data implies ground water contamination to a depth of at least 120 ft, most logically from leakage of the hog manure storage pond. According to the Arkansas state geology map, the Mount Judea area is underlain by the Mississippian Boone limestone formation. This introduces the possibility of rapid and distant groundwater transport through weathered limestone pathways. And noted geologist Tom Aley also states, In my professional opinion the resistivity profiles in the vicinity of the hog manure ponds and the comments by Tim Kresse are a matter of significant

concern. The data strongly suggest that there is appreciable leakage downward out of the manure ponds. Such leakage not only introduces pollutants into the groundwater system but in this karst setting may also lead to subsidence or collapse of the ponds. At a minimum the data indicate that an adequate drilling program is needed prior to the installation of a liner in the ponds. Such a program is in the interest of C&H Hog Farm, various state and federal agencies, and those people and groups concerned with the protection of the Buffalo National River. Slide 11: These transects represent evidence of potential contamination being released from the hog farm. This raises the following questions: 1. Do these transects represent evidence of karst including possible weak areas beneath the ponds? 2. Why were no subsurface drilling samples taken to provide definitive interpretation of the transects? OSU offered to drill for free. 3. When did BCRET become aware of this information? 4. Has ADEQ been informed? 5. Why was this data and the risk it represents not mentioned in the federal agencies Environmental Assessment or the BCRET Quarterly Reports? Slide 12: The Coalition requests these actions by the Commission and ADEQ 1. Immediately halt farm operations until an investigation can evaluate possible damage or risk of damage. 2. Immediately halt the ADEQ permitted installation of pond liners. Tom Aley stated, A thin synthetic liner lacks the

strength to span even a relatively small subsidence or sinkhole feature 3. Immediately order subsurface drilling to complete a definitive assessment of geologic conditions beneath the ponds. Dr. Liner states, It should be noted that interpretation of resistivity data is subjective until calibrated with soil and drilling measurements, which were not available in this case. Drilling and analysis should be performed by the OSU Team or by an independent third party competent in the field and results should be promptly released to the public. 4. Instruct BECRET to promptly and fully disclose to ADEQ and the public any and all evidence that it may now or in the future have of any release or potential for release from the facility. The Buffalo River Coalition is hopeful that by bringing this information to your attention you will take prompt action to require a thorough investigation and ensure that corrective and protective measures are implemented before further damage is done. To do less could be viewed by the public as negligence. References: Big Creek Research an Extension Team ERI Page: http://www.bigcreekresearch.org/electrical_resistivity/ Comments from Dr. Chris Liner, geophysicist, and Tom Aley, geologist: To Buffalo River Watershed Alliance Thank you for asking me to look at the geophysical resistivity survey report and data publicly available on this web site: http://www.bigcreekresearch.org/electrical_resistivity/ The report describes resistivity surveys undertaken between Dec

2014 to March 2015 on agricultural fields in the area of Mount Judea, Arkansas. Resistivity measurements primarily respond to water quality. Pure water is highly resistive, while water contaminated with metals, salts or other dissolved solids has lower resistivity. Resistivity above 50 Ohm-m is often used as an indicator of potable water (safe for drinking by humans). Observations of resistivity below 50 Ohm-m can be an indicator of water quality problems. The agricultural field surveys in the report (figures 12-16) show resistivity values above 50 in all cases, except a controlled test in which a field was treated with hog manure as fertilizer (figure 17). In the manure test, resistivity fell below 50 at various locations along the survey line from surface to maximum depth of 8 m (24 ft). These results are discussed in the report. Also on the web site is data from four resistivity transects performed on the perimeter of a hog manure holding pond nearby. One transect (110) shows resistivity consistent with the untreated fields described in the report. However, three of the holding pond transects (107,108,109) show significant subsurface regions with resistivity values below 50 Ohm-m at depths up to 40 m (120 ft). Since deep high-resistivity features are not observed in nearby fields as described in the report, it seems unlikely that the holding pond high-resistivity zones are caused by natural soil or geological variations. In my opinion, interpretation of the holding pond data implies ground water contamination to a depth of at least 120 ft, most logically from leakage of the hog manure storage pond. According to the Arkansas state geology map, the Mount Judea area is underlain by the Mississippian Boone limestone formation. This introduces the possibility of rapid and distant groundwater transport through weathered limestone pathways.

It should be noted that interpretation of resistivity data is subjective until calibrated with soil and drilling measurements, which were not available in this case. Best regards, Prof. Christopher Liner Maurice F. Storm Endowed Chair Department of Geosciences University of Arkansas Statement from Tom Aley: I have reviewed your proposed Power Point presentation for an upcoming Arkansas Pollution Control and Ecology Commission meeting and find it technically understandable. In my professional opinion the resistivity profiles in the vicinity of the hog manure ponds (developed by Dr. Todd Halihan, School of Geology, Oklahoma State University) and the comments by Tim Kresse are a matter of significant concern. The data strongly suggest that there is appreciable leakage downward out of the manure ponds. Such leakage not only introduces pollutants into the groundwater system but in this karst setting may also lead to subsidence or collapse of the ponds. At a minimum the data indicate that an adequate drilling program is needed prior to the installation of a liner in the ponds. Such a program is in the interest of C&H Hog Farm, various state and federal agencies, and those people and groups concerned with the protection of the Buffalo National River. You are welcome to share my professional

opinions with others as you wish. Sincerely, Tom Aley, Arkansas Professional Geologist #1646 President, Ozark Underground Laboratory, Inc.