Sabine River Authority of Texas Summary Report MtBE Contamination in Lake Tawakoni from Gasoline Pipeline Rupture INTRODUCTION

Size: px
Start display at page:

Download "Sabine River Authority of Texas Summary Report MtBE Contamination in Lake Tawakoni from Gasoline Pipeline Rupture INTRODUCTION"

Transcription

1 INTRODUCTION On March 9, 2000, a gasoline pipeline several miles northwest of Greenville, Texas ruptured, spilling an estimated 600,000 gallons of reformulated gasoline into a pasture and a tributary of East Caddo Creek. The reformulated gasoline contained methyl tertiary-butyl ether (MtBE), which is difficult to remove from natural waters due to its chemical properties. MtBE has been the cause of significant environmental concern throughout the United States in the last several years because of its tendency to contaminate groundwater. Rainfall the day after the spill flushed a significant amount of the spilled gasoline 28 stream miles downstream into Lake Tawakoni, a reservoir owned and operated by the Sabine River Authority of Texas (SRA). SRA initiated monitoring of the reservoir and East Caddo Creek on March 12. Unless otherwise specified, all discussion of monitoring in this report refers to SRA s activities. The reservoir was monitored on a daily basis for several weeks until MtBE levels dissipated. Monitoring was then shifted to a regular periodic pattern, as well as after each precipitation event in the East Caddo Creek watershed. Monitoring continues in East Caddo Creek and at the head of the Caddo Inlet arm of Lake Tawakoni, where the creek flows into the reservoir, as remediation of the gasoline release is ongoing. 1.1 Physical Setting Lake Tawakoni, owned and operated by SRA, is located approximately 50 miles east of Dallas, Texas in portions of Hunt, Rains, and Van Zandt Counties. Construction on the reservoir began in 1955 and was completed in Lake Tawakoni has a surface area of about 36,700 acres. The reservoir s watershed encompasses approximately 756 square miles (SRA 2000). Three major tributaries drain into the reservoir: the South Fork Sabine River from the west, Caddo Creek from the northwest, and the Cowleech Fork Sabine River from the north. The release occurred in the upper reaches of the Caddo Creek subwatershed near East Caddo Creek, approximately 28 stream miles upstream of Lake Tawakoni. The East Caddo Creek subwatershed accounts for slightly less than eight percent of the reservoir s total drainage area. Figure 1.1 is a map showing the watershed boundaries in the area of Lake Tawakoni and the spill site. Page 3

2 Sabine River Authority of Texas Summary Report Page 4

3 The United States Geological Survey (USGS) maintains gaging stations in Cowleech Fork and South Fork, but no station is currently present in East Caddo Creek to measure flow. Historical flow measurements conducted by SRA in East Caddo Creek have ranged from less than one cubic foot per second (cfs) to 224 cfs. At the time of the spill, the creek was dry upstream of Interstate Highway 30 (IH-30) and perennial pools were present downstream toward Lake Tawakoni Spill Site Geology The spill site is located on calcareous clay and marl of the lower portion of the Upper Cretaceous Marlbrook Marl Formation. The marl unit is characterized as a medium gray, silty, sandy, calcareous clay unit that weathers light gray. The thickness of the Marlbrook Marl is mapped at approximately 300 feet in Hunt County (BEG 1967). The Marlbrook Marl is underlain by the Pecan Gap Chalk that is characterized as sandy, bedded, bluish white, limesand and chalk. The Pecan Gap Chalk has not been observed in soil borings completed as deep at the site as 18 feet or in excavations completed to date by Explorer during the site clean up operation. The Marlbrook Marl and similar Cretaceous clay formations in the region are known to weather to depths ranging from five to twenty feet below surface grade. The weathered clay zones are typically pervasively jointed and discolored due to movement of precipitation through the zone. Shallow clays within the weathered zone are normally clayey, allowing healing of joint openings during periods of soil wetting. Deeper soils of the weathered clay interval are typically harder and less clayey causing, minimal, seasonal healing and closing of the joint openings East Caddo Creek Geology Quaternary Alluvium and Fluviatile Terrace Deposits of the East Caddo Creek tributary of Lake Tawakoni traverse the outcrops of the Marlbrook Marl, Neylandville Formation, Nacatoch Sand, and the Kemp Clay in ascending order of age. Figure 1.2 is a map depicting the surface geology from the spill site to Lake Tawakoni. Page 5

4 Sabine River Authority of Texas Summary Report Page 6

5 The Quaternary Alluvium and Terrace Deposits are characterized as clay, silt, sand, and gravel soils that were deposited by the tributary over the Cretaceous formations listed above. Similar to the Marlbrook Marl, the Neylandville and the Kemp Clay formations are calcareous clay units that are mapped to measure approximately 800 feet thick in the area (BEG 1967). The clay formations are anticipated to have weathered zones that extend below surface grade by five to 20 feet. The Nacatoch Sand formation is a silty, fine-grained, sand unit mapped approximately 200 feet thick in the region Regional Structural Geology Cretaceous formations in the region strike northeast and dip to the southeast at approximately ten feet per mile. Northeast-southwest trending, normal faults of the Mexia-Talco Fault System traverse along the western side of Lake Tawakoni and in the Nacatoch Sand outcrop south of the spill site. Displacements along faults of the Mexia- Talco Fault System are pre-quaternary, affecting only Tertiary and older strata Groundwater Resources Minimal groundwater storage and distribution is anticipated in the Marlbrook Marl at the location of the spill site or in the Neylandville and Kemp Clay formations located to the south. Occurrence of a small quantity of perched groundwater is anticipated in these formations in areas of low topography and near surface water. None of the clay formations listed above are classified as aquifers in the state of Texas. Permeabilities of the clay formations are low, but jointing of these formations in the weathered zone typically yields hydraulic conductivity values in the range of 0.03 to 0.3 feet per day. The Nacatoch Sand is characterized as a minor aquifer in the state of Texas. Groundwater in the Nacatoch Sand is utilized as a drinking water resource by private individuals located in the Lake Tawakoni area and to the southeast. East Caddo Creek traverses the Nacatoch Sand outcrop approximately 17 miles downstream of the spill site, although Quaternary Alluvium overlies the Nacatoch Sand in the creek Soils The spill is located in the Leson-Houston Black general soil map unit in Hunt County. The contamination migrated to the Kaufman-Tinn general soil map unit that comprises the riparian areas along the streams that lead to the reservoir. The Leson- Houston Black unit is described as being clayey, deep, gently sloping, and moderately Page 7

6 well drained. It has one to five percent slopes and comprises about thirty percent of Hunt County soils. The spill site is located on Houston Black soils, which comprise about 26 percent of the Leson-Houston Black unit. Houston Black soils are gently sloping in broad areas. Typically, moderately alkaline clay extends to a depth of 64 inches. This soil is black and dark gray with brownish mottles. Below this layer, to a depth of 86 inches, the soil is moderately alkaline shaly clay. The Kaufman-Tinn unit is described as being clayey, deep, nearly level, and somewhat poorly drained. This unit has soils on floodplains that have slopes from zero to one percent. These soils cover 11 percent of Hunt County. Kaufman soils are on the large floodplains of the major rivers and streams carrying mainly calcareous sediment. Typically the soil is black clay to a depth of about 53 inches. East Caddo Creek flows along Kaufman soil beginning at its confluence with Farber Creek, approximately seven miles from Lake Tawakoni and 21 miles downstream from the spill. The creek bed upstream nearly to the spill site consists of Tinn soils. These soils are similar to Kaufman soils except that they are a black clay to a depth of about 76 inches (USDA 1981). 1.2 Sabine River Authority of Texas The Sabine River Authority of Texas (SRA) is a governmental agency of the state of Texas created in 1949 as a conservation and reclamation district with responsibilities to control, store, preserve, and distribute the waters of the Sabine River and its tributary system for useful purposes. SRA s boundaries comprise all of the area lying within the watershed of the Sabine River and its tributary streams within Texas. The watershed area in Texas includes all or parts of twenty-one counties. SRA owns and operates Lake Tawakoni and Lake Fork in Northeast Texas. Toledo Bend Reservoir, on the border of Texas and Louisiana in Southeast Texas, is jointly operated by SRA and the Sabine River Authority of Louisiana. Lake Tawakoni construction began in 1955 and was completed in The primary purpose of Lake Tawakoni is for water conservation and supply. Water is sold by SRA to numerous water customers in the vicinity of the reservoir. The reservoir storage capacity is 927,440 acre-feet at the conservation pool elevation of feet above mean sea level (msl) (SRA 2000). Page 8

7 The city of Dallas has rights to eighty percent of the water available from Lake Tawakoni. The City s raw water intake is located on the southern bank of the mouth of Kitsee Inlet near the main body of the reservoir. The cities of Commerce, Greenville, Wills Point, Point, Emory, Terrell, West Tawakoni, East Tawakoni, and Edgewood also use Lake Tawakoni for their drinking water supply source. Cash Water Supply Corporation (WSC), Combined Consumers WSC, MacBee WSC, and South Tawakoni WSC also supply water taken from the reservoir to cities and unincorporated areas in the vicinity. Figure 1.3 is a map showing the location of each raw water intake in Lake Tawakoni. Public recreational use of the reservoir and its affiliated parks is another benefit of Lake Tawakoni. It is a popular sport-fishing destination, known for excellent sand bass fishing, as well as striper, catfish, and largemouth bass. SRA has constructed picnic tables, comfort stations, boat ramps, and other recreational facilities around the reservoir for the public s use. Wind Point Park, located on 350 acres on the northeast shore of the reservoir, is a major recreational development owned and operated by SRA providing complete facilities for weekend campers. 1.3 Explorer Pipeline Company Explorer Pipeline Company owns and operates a 1,400-mile pipeline system transporting primarily gasoline, fuel oil and jet fuel from Gulf Coast refineries and import facilities in Texas and Louisiana into the mid-western United States. Major city markets served directly include Houston, Dallas, Fort Worth, Tulsa, St. Louis and Chicago. Through connections with other pipelines, Explorer serves more than seventy major population centers in sixteen states. Explorer does not buy or sell petroleum products. It only provides transportation services. Page 9

8 Sabine River Authority of Texas Summary Report Page 10

9 The pipeline system has been in operation since The mainline pipe is twenty-eight inches in diameter from Port Arthur, Texas to Tulsa, Oklahoma and twenty-four inches in diameter from Tulsa to Hammond, Indiana. The system presently has a line capacity of about 22 million gallons per day on the twenty-eight inch line segment. Explorer is a Delaware corporation and has offices in Tulsa, Oklahoma. Corporate stock is owned by subsidiaries of Chevron, CITGO, Conoco, Marathon, Phillips, Sun, Texaco, and Equilon (a Shell/Texaco joint venture). Approximately half of all present product transport is for non-owner companies. Products move through the pipeline at about four miles per hour for a delivery rate of about 15,000 gallons per minute. Electric motor driven pumps at remotely controlled unattended booster pump stations move the products through the pipeline. According to Explorer, automatic alarm systems enable the central dispatching center to quickly and safely shut down any and all system operations in the event of an emergency (Explorer 2000). 1.4 Properties of MtBE and Other Gasoline Components The product released in the pipeline rupture was refined gasoline reformulated with MtBE for cleaner-burning properties. MtBE was present in the spilled gasoline at a concentration of nine percent by volume. All the components in the gasoline were relatively volatile. MtBE, however, has properties unique to other gasoline compounds that cause it to be a more persistent contamination problem General Gasoline Components Gasoline is a mixture of many different hydrocarbons. Benzene, toluene, ethylbenzene, and xylene (BTEX) are typically the primary gasoline constituents. Benzene, a known carcinogen, was present at a concentration of approximately five percent in the spilled gasoline (Explorer 1999). Other components include trimethylbenzenes, naphthalene, and propylbenzene, although many other hydrocarbons are usually present at low concentrations. Gasoline compounds are usually very insoluble in water, are less dense than water, and evaporate relatively quickly from the water surface. When gasoline comes into contact with surface water, it floats on the surface, forming a separate layer. This property provides opportunities to contain and collect spilled gasoline from water. Page 11

10 Methods used as part of the spill response are discussed in Section 5 (Treatment and Remediation) of this report MtBE Methyl tertiary-butyl ether (MtBE) is a small organic molecule composed of carbon, hydrogen, and oxygen. Most gasoline components, known as hydrocarbons, consist only of carbon and hydrogen. It is the presence of an oxygen atom that provides MtBE with unique properties relative to other gasoline components. MtBE is a primary additive in reformulated gasoline, which is used to CH 3 improve air quality in certain designated areas of the United States that do not meet National Ambient Air Quality Standards H 3 C O C CH 3 set forth in the Federal Clean Air Act of The Reformulated Gasoline CH 3 Program, administered by the EPA, requires a minimum oxygen content of Molecular Structure of MtBE two percent in reformulated gasoline. While other oxygen-rich chemicals, or oxygenates, are available, MtBE is currently the most prevalent additive used to meet the reformulation requirement. Cornbased ethanol is another oxygenate that is used to a lesser degree in reformulated gasoline. The increased level of oxygen in gasoline is intended to promote more complete combustion, thereby reducing emissions of carbon monoxide, nitrogen oxides, and volatile organic compounds. Lowering emissions of these pollutants will reduce groundlevel ozone concentrations to within federally acceptable levels. Houston, Chicago, and seven other cities throughout the United States were required to implement reformulated gasoline by the Clean Air Act of Several other metropolitan areas, including the Dallas/Fort Worth metroplex and St. Louis have voluntarily opted into EPA s Reformulated Gasoline Programs as a method to improve air quality in their respective regions. Page 12

11 MtBE is forty times more soluble in water than other gasoline compounds. At 75ºF, the water solubility of MtBE in oxygenated gasoline containing ten percent MtBE is 5,000,000 ppb, or 0.5%. Pure MtBE is ten times more water-soluble. By comparison, non-oxygenated gasoline has a total hydrocarbon solubility of 120,000 ppb. Because of its affinity for water, MtBE evaporates slowly to the atmosphere from surface waters. The equilibrium that can be established between concentrations of a chemical in the air and water can be described by Henry s Law. Henry s Law constant can be used to compare the volatility of chemicals from water. MtBE has a dimensionless value of 0.022; benzene, which is fairly insoluble in water, has a value of Chemicals with Henry s Law constant values greater than 0.05 are considered to be very volatile from water (Squillace 1998). MtBE will adsorb to granular activated carbon, an effective medium for volatile organic chemical removal from waters. Because of its low molecular weight and high water solubility, MtBE does not adsorb to carbon as cost-effectively as other gasoline components. Frequent replacement or regeneration of the carbon is typically necessary to maintain high removal rates of MtBE from water (Suffet 1999). MtBE is considered by the EPA to be a possible carcinogen based on several research studies. A drinking water advisory published by EPA in 1997 evaluated the toxicity and carcinogenicity of MtBE but did not issue a health effects advisory limit. The advisory indicated that there is little likelihood that MtBE in drinking water will cause adverse health effects at concentrations between twenty and forty ppb or below (USEPA 1997). TNRCC experts have stated that no adverse impact to an individual will occur if water contaminated with 240 ppb is consumed over the period of a lifetime. MtBE is noticeable for its objectionable taste and odor at much lower concentrations than the health-based limits set by EPA or the TNRCC. MtBE tastes and smells like turpentine. The EPA has established a taste and odor threshold of twenty to forty ppb in drinking water for aesthetics purposes. The TNRCC taste and odor threshold for MtBE drinking water contamination is 15 ppb. Page 13

Sabine River Authority of Texas Summary Report MtBE Contamination in Lake Tawakoni from Gasoline Pipeline Rupture 5. TREATMENT AND REMEDIATION

Sabine River Authority of Texas Summary Report MtBE Contamination in Lake Tawakoni from Gasoline Pipeline Rupture 5. TREATMENT AND REMEDIATION 5. TREATMENT AND REMEDIATION Explorer is responsible for the treatment and remediation of areas contaminated by the gasoline spill, including the reservoir. Explorer has worked cooperatively with SRA to

More information

Sabine River Authority of Texas Summary Report MtBE Contamination in Lake Tawakoni from Gasoline Pipeline Rupture 4. MONITORING ACTIVITIES

Sabine River Authority of Texas Summary Report MtBE Contamination in Lake Tawakoni from Gasoline Pipeline Rupture 4. MONITORING ACTIVITIES 4. MONITORING ACTIVITIES An extensive monitoring effort was conducted to track the fate and migration of the gasoline contamination. SRA began monitoring on March 12. The focus was to identify the extent

More information

The Transport of MTBE through Groundwater in the Bootheel, an Alluvial Setting

The Transport of MTBE through Groundwater in the Bootheel, an Alluvial Setting The Transport of MTBE through Groundwater in the Bootheel, an Alluvial Setting John Pate Department of Natural Resources, Missouri Geological Survey, Geological Survey Program, Environmental Geology Section,

More information

Table 30. Summary of benzene concentrations (mg/l). MCL=0.005 mg/l.

Table 30. Summary of benzene concentrations (mg/l). MCL=0.005 mg/l. Volatile Organic Compounds 77 Volatile Organic Compounds The volatile organic compounds benzene, ethylbenzene, toluene, and total xylenes are a group of chemicals characterized by a pale to colorless appearance,

More information

GROUNDWATER INFORMATION SHEET. Methyl tertiary-butyl ether (MTBE)

GROUNDWATER INFORMATION SHEET. Methyl tertiary-butyl ether (MTBE) GROUNDWATER INFORMATION SHEET Methyl tertiary-butyl ether (MTBE) The purpose of this groundwater information sheet is to provide general information regarding a specific constituent of concern (COC). The

More information

August 15, 2006 (Revised) July 3, 2006 Project No A

August 15, 2006 (Revised) July 3, 2006 Project No A August 15, 2006 (Revised) July 3, 2006 Project No. 01-05-0854-101A Mr. David Reed, P.E. Protean Design Group 100 East Pine Street, Suite 306 Orlando, Florida 32801 Preliminary Soil Survey Report Polk Parkway

More information

SABINE RIVER AUTHORITY OF TEXAS

SABINE RIVER AUTHORITY OF TEXAS SABINE RIVER AUTHORITY OF TEXAS TO: FROM: RE: INTERESTED PARTIES ENVIRONMENTAL SERVICES DIVISION OCTOBER 27 MONTHLY WATER QUALITY REPORT The Environmental Services Field Offices conducted water quality

More information

Chapter 6 Erosion & Stormwater Study Team

Chapter 6 Erosion & Stormwater Study Team Chapter 6 Erosion & Stormwater Study Team Objective How do we stabilize the Las Vegas Wash environment to most effectively reduce erosion and enhance wetlands? Introduction The Las Vegas Wash (Wash) has

More information

MTBE Fact Sheet #2 Remediation Of MTBE Contaminated Soil And Groundwater Background

MTBE Fact Sheet #2 Remediation Of MTBE Contaminated Soil And Groundwater Background United States Office Of Solid Waste And EPA 510-F-98-002 Environmental Protection Emergency Response Agency (5401G) www.epa.gov/oust/mtbe/ Office Of Underground Storage Tanks MTBE Fact Sheet #2 Remediation

More information

Supplemental Guide II-Delineations

Supplemental Guide II-Delineations Supplemental Guide II-Delineations Contents Source Water Protection Area Delineation... 1 Delineation Criteria for Systems Using Groundwater Sources... 2 Time of Travel... 4 Flow Boundaries... 4 Delineation

More information

Application of Mulch Biowall for Anaerobic Treatment of Perchlorate in Shallow Groundwater

Application of Mulch Biowall for Anaerobic Treatment of Perchlorate in Shallow Groundwater Paper G-04, in: G.B. Wickramanayake and H.V. Rectanus (Chairs), In Situ and On-Site Bioremediation 2009. Tenth International In Situ and On-Site Bioremediation Symposium (Baltimore, MD; May 5 8, 2009).

More information

Hydrology and Water Quality. Water. Water 9/13/2016. Molecular Water a great solvent. Molecular Water

Hydrology and Water Quality. Water. Water 9/13/2016. Molecular Water a great solvent. Molecular Water Hydrology and Water Quality Water Molecular Water Exists as an equilibrium But equilibrium altered by what is dissolved in it Water Molecular Water a great solvent In reality, water in the environment

More information

IXPER 70C Calcium Peroxide CASE STUDY

IXPER 70C Calcium Peroxide CASE STUDY IXPER 70C INTRODUCTION TO ENHANCED AEROBIC BIOREMEDIATION Enhanced aerobic bioremediation is a well-established and viable remediation technology for in situ degradation of a variety of petroleum hydrocarbon

More information

Analysis of Proposed Water Sale Agreement Between Sabine River Authority, State of Louisiana and Toledo Bend Partners, LP

Analysis of Proposed Water Sale Agreement Between Sabine River Authority, State of Louisiana and Toledo Bend Partners, LP Analysis of Proposed Water Sale Agreement Between Sabine River Authority, State of Louisiana and Toledo Bend Partners, LP Pursuant to La. R.S. 38:2325(16), the Sabine River Authority of Louisiana ( SRA-LA

More information

Hydrology and Water Quality. Water. Water 9/11/2018. Molecular Water a great solvent. Molecular Water

Hydrology and Water Quality. Water. Water 9/11/2018. Molecular Water a great solvent. Molecular Water Hydrology and Water Quality Water Molecular Water Exists as an equilibrium But equilibrium altered by what is dissolved in it Water Molecular Water a great solvent In reality, water in the environment

More information

Trend Report on MTBE in Public Water Supplies

Trend Report on MTBE in Public Water Supplies Trend Report on MTBE in Public Water Supplies Prepared by the Dutchess County Department of Health Division of Environmental Health & Division of Health Planning and Education April 28, 2014 Purpose: To

More information

Water Quality CONTENTS EXECUTIVE SUMMARY AND RECOMMENDATIONS..................... 2-5 Introduction and Scope.............................................. 2-5 Sources and Releases................................................

More information

Office of Land and Water Evaluations of Groundwater Resources of Southern Mississippi

Office of Land and Water Evaluations of Groundwater Resources of Southern Mississippi Office of Land and Water Evaluations of Groundwater Resources of Southern Mississippi Virtually all of the water used for public and domestic drinking water supplies in southern Mississippi is derived

More information

Bluff Creek One Water

Bluff Creek One Water Bluff Creek One Water The Bluff Creek Watershed has no lakes within its boundaries. As the westernmost watershed within the District, land use changes from agricultural to residential have occurred relatively

More information

APPENDIX I WATER SUPPLY AVAILABLE TO REGION C

APPENDIX I WATER SUPPLY AVAILABLE TO REGION C APPENDIX I WATER SUPPLY AVAILABLE TO REGION C APPENDIX I WATER SUPPLY AVAILABLE TO REGION C Table I.1 shows the overall water supply available to Region C. Table I.2 shows the overall water supply available

More information

Chapter 2: Conditions in the Spring Lake Watershed related to Stormwater Pollution

Chapter 2: Conditions in the Spring Lake Watershed related to Stormwater Pollution Chapter 2: Conditions in the Spring Lake Watershed related to Stormwater Pollution To identify the primary causes and consequences of stormwater discharges to Spring Lake and its adjoining waterbodies,

More information

The Use of A Horizontal Extraction Well In Conjunction with Air Stripping to Intercept A MTBE Plume and Protect a Municipal Water Supply Well

The Use of A Horizontal Extraction Well In Conjunction with Air Stripping to Intercept A MTBE Plume and Protect a Municipal Water Supply Well The Use of A Horizontal Extraction Well In Conjunction with Air Stripping to Intercept A MTBE Plume and Protect a Municipal Water Supply Well James A. Berndt, CGWP, Mundell & Associates; Owen R. Schwartz,

More information

BIG ROCHE A CRI LAKE CHARACTERISTICS

BIG ROCHE A CRI LAKE CHARACTERISTICS BIG ROCHE A CRI LAKE CHARACTERISTICS Lake Description Big Roche Cri Lake is located in north central Adams County and has a surface area of 205 acres, a shoreline length of 6.1 mile, a volume of 6,993

More information

Deep River-Portage Burns Waterway Watershed 2015

Deep River-Portage Burns Waterway Watershed 2015 2.4 Soils Soil development is the product of the interaction of parent material, topography, climate, organisms and time. Understanding the types of soils that exist within a watershed and their characteristics

More information

Industrial Activity and Site Contamination

Industrial Activity and Site Contamination Name: Date: Figure1,Mapofcontaminatedwaterfrontsites;somedegreeofcleanuphasoccurredatallofthese sites.(figure:timesstandard,april29,1996).theballoontracksiteisatlocationnumber6 (SouthernPacificyard). IndustrialActivityandSiteContamination

More information

APPENDIX I WATER SUPPLY AVAILABLE TO REGION C DRAFT

APPENDIX I WATER SUPPLY AVAILABLE TO REGION C DRAFT APPENDIX I WATER SUPPLY AVAILABLE TO REGION C APPENDIX I WATER SUPPLY AVAILABLE TO REGION C Table I-1 shows the overall water supply available to Region C. Table I-2 shows the overall water supply available

More information

MARYLAND DEPARTMENT OF THE ENVIRONMENT

MARYLAND DEPARTMENT OF THE ENVIRONMENT MARYLA DEPARTMENT OF THE ENVIRONMENT 1800 Washington Boulevard Suite 620 Baltimore, Maryland 21230-1719 410-537-3442 800-633-6101 x 3442 www.mde.state.md.us Land Management Administration Oil Control Program

More information

Movement and Storage of Groundwater The Hydrosphere

Movement and Storage of Groundwater The Hydrosphere Movement and Storage of Groundwater The Hydrosphere The water on and in Earth s crust makes up the hydrosphere. About 97 percent of the hydrosphere is contained in the oceans. The water contained by landmasses

More information

Background Information on the. Peace River Basin

Background Information on the. Peace River Basin Background Information on the Peace River Basin Resource Conservation & Development Department August 24 Background Physiography The Peace River drainage basin occupies large parts of Polk, Hardee, DeSoto,

More information

Quarterly Monitoring Report

Quarterly Monitoring Report Quarterly Monitoring Report CHESTER RIVER HOSPITAL CENTER 208 Fourth Quarter Monitoring Report Submitted to: Maryland Department of the Environment Oil Control Program 800 Washington Boulevard, Suite 620

More information

Sabine River Basin Volunteer Water Quality Monitoring Data Summary Report compiled by Texas Watch

Sabine River Basin Volunteer Water Quality Monitoring Data Summary Report compiled by Texas Watch Sabine River Basin Volunteer Water Quality Monitoring Data Summary Report compiled by Texas Watch This data summary report includes general basin volunteer monitoring activity, general water quality descriptive

More information

Freight Street Development Strategy

Freight Street Development Strategy Freight Street Development Strategy Appendix B: Naugatuck River Floodplain Analysis Freight Street Development Strategy DECEMBER 2017 Page B-1 1.0 NAUGATUCK RIVER FLOODPLAIN AT FREIGHT STREET 1.1 Watershed

More information

APPENDIX W WATER SUPPLY STUDY FOR KAUFMAN COUNTY

APPENDIX W WATER SUPPLY STUDY FOR KAUFMAN COUNTY APPENDIX W WATER SUPPLY STUDY FOR KAUFMAN COUNTY Water Supply Study for Kaufman County September 2010 Prepared for: Region C Water Planning Group Prepared by: Freese and Nichols, Inc Alan Plummer Associates,

More information

CHAPTER 7 PHYSICAL INVENTORY OF THE CITY

CHAPTER 7 PHYSICAL INVENTORY OF THE CITY CHAPTER 7 PHYSICAL INVENTORY OF THE CITY Chapter 7: Physical Inventory of the City 39 This page intentionally left blank. Chapter 7: Physical Inventory of the City 40 SECTION 1 PHYSICAL SETTING While communities

More information

Mr. Michael Malone CPS Energy 145 Navarro Street San Antonio, Texas Project No

Mr. Michael Malone CPS Energy 145 Navarro Street San Antonio, Texas Project No Environmental Resources Management January 13, 2017 Mr. Michael Malone 145 Navarro Street San Antonio, Texas 78205 Project No. 0352436 CityCentre Four 840 West Sam Houston Parkway North, Suite 600 Houston,

More information

LNAPL REMEDIATION USING ELECTRICAL RESISTANCE HEATING

LNAPL REMEDIATION USING ELECTRICAL RESISTANCE HEATING LNAPL REMEDIATION USING ELECTRICAL RESISTANCE HEATING TRS Group, Inc. ABSTRACT An Electrical Resistance Heating (ERH) pilot test was conducted in the fall of 1998 to determine the effectiveness of using

More information

HISTORY OF CONSTRUCTION 40 CFR (c)(1)(i) (xii) PLANT HAMMOND ASH POND (AP 2) GEEORGIA POWER COMPANY

HISTORY OF CONSTRUCTION 40 CFR (c)(1)(i) (xii) PLANT HAMMOND ASH POND (AP 2) GEEORGIA POWER COMPANY HISTORY OF CONSTRUCTION 40 CFR 257.73(c)(1)(i) (xii) PLANT HAMMOND ASH POND (AP 2) GEEORGIA POWER COMPANY (i) Site Name and Ownership Information: Site Name: Plant Hammond Site Location: Site Address:

More information

Watershed: an area or ridge of land that separates waters flowing to different rivers, basins, or seas. It is the interdependent web of living

Watershed: an area or ridge of land that separates waters flowing to different rivers, basins, or seas. It is the interdependent web of living Watershed: an area or ridge of land that separates waters flowing to different rivers, basins, or seas. It is the interdependent web of living organisms that inhabit a geographic area and depend on it

More information

SABINE RIVER AUTHORITY OF TEXAS

SABINE RIVER AUTHORITY OF TEXAS SABINE RIVER AUTHORITY OF TEXAS TO: FROM: RE: INTERESTED PARTIES ENVIRONMENTAL SERVICES DIVISION APRIL 2018 MONTHLY WATER QUALITY REPORT The Environmental Services Field Offices conducted water quality

More information

Overview of Water Availability in Mississippi

Overview of Water Availability in Mississippi Overview of Water Availability in Mississippi April 6, 2016 Pat Phillips, RPG MDEQ - OLWR Mississippi s Abundant Water Resources Groundwater Surface Water Average Annual Precipitation in Mississippi Surface

More information

HISTORY OF CONSTRUCTION 40 CFR (c)(1)(i)-(xii) PLANT WANSLEY ASH POND (AP-1) GEORGIA POWER COMPANY. Carrollton, Georgia 30116

HISTORY OF CONSTRUCTION 40 CFR (c)(1)(i)-(xii) PLANT WANSLEY ASH POND (AP-1) GEORGIA POWER COMPANY. Carrollton, Georgia 30116 (i) Site Name and Ownership Information: HISTORY OF CONSTRUCTION 40 CFR 257.73(c)(1)(i)-(xii) PLANT WANSLEY ASH POND (AP-1) GEORGIA POWER COMPANY Site Name: Site Location: Site Address: Owner: Owner Address:

More information

RE: Public Comment Period regarding proposed closure of the following four Leaking Underground Fuel Tank (LUFT) Cases:

RE: Public Comment Period regarding proposed closure of the following four Leaking Underground Fuel Tank (LUFT) Cases: 2646 Palma Drive, #450 Ventura, CA 93003 P 805-654-9611 F 805-654-9613 October 17, 2014 UCSB Environmental Health & Safety Attn: Ms. Jodi Woods 565 Mesa Road Santa Barbara, California 93106-5132 RE: Public

More information

Little Cypress Bayou Special Study - Subwatershed 1.10

Little Cypress Bayou Special Study - Subwatershed 1.10 - Subwatershed 1.1 Sabine River Authority of Texas August 31, 21 Prepared in Cooperation with the Texas Natural Resource Conservation Commission Under the Authorization of the Texas Clean Rivers Act Table

More information

Sabine River Basin Big Sandy Creek Watershed Characterization Report 2015

Sabine River Basin Big Sandy Creek Watershed Characterization Report 2015 67. Big Sandy Big Sandy Creek at White Oak Road Station 16011 Sabine River Basin Big Sandy Creek Watershed Characterization Report 2015 Prepared in Cooperation with the Texas Commission on Environmental

More information

SABINE RIVER AUTHORITY OF TEXAS

SABINE RIVER AUTHORITY OF TEXAS SABINE RIVER AUTHORITY OF TEXAS TO: FROM: RE: INTERESTED PARTIES ENVIRONMENTAL SERVICES DIVISION JUNE 2018 MONTHLY WATER QUALITY REPORT The Environmental Services Field Offices conducted water quality

More information

SOUTH BRANCH SUBWATERSHED

SOUTH BRANCH SUBWATERSHED SOUTH BRANCH SOUTH BRANCH SUBWATERSHED The South Branch Subwatershed includes the South Branch drainage area plus all the drainage area along the main stream to the south from the mouth of Surrena Run

More information

Aquifer Characterization and Drought Assessment Ocheyedan River Alluvial Aquifer

Aquifer Characterization and Drought Assessment Ocheyedan River Alluvial Aquifer Aquifer Characterization and Drought Assessment Ocheyedan River Alluvial Aquifer Iowa Geological Survey Water Resources Investigation Report 10 Aquifer Characterization and Drought Assessment Ocheyedan

More information

groundwater. Because watersheds are complex systems, each tends to respond differently to natural or human activities.

groundwater. Because watersheds are complex systems, each tends to respond differently to natural or human activities. The private development of Altos del María is located at an altitude between 550 and 1,000 meters above sea level in the environmentally sensitive Cordillera Central of Panama that separates the Pacific

More information

Texas Water Resources Institute

Texas Water Resources Institute Texas Water Resources Institute May/June 1985 Volume 11 No. 3 Stopping the Sinking By RIC JENSEN Staff Writer, TWRI The notion that some parts of Houston may be sinking is a harsh reality. Some unique

More information

Geotechnical Investigation Long Timber Brewing Building Highway 99 and Kelly Street Monroe, Oregon TABLE OF CONTENTS

Geotechnical Investigation Long Timber Brewing Building Highway 99 and Kelly Street Monroe, Oregon TABLE OF CONTENTS Highway 99 and Kelly Street TABLE OF CONTENTS PROJECT INFORMATION... 1 FIELD EXPLORATION... 1 SITE CONDITIONS... 2 Surface Conditions:... 2 Subsurface Conditions:... 2 FILL.... 2 Topsoil.... 2 Clay Alluvium....

More information

REPORT ON RABBIT CREEK SPECIAL STUDY SUBWATERSHED 5.19

REPORT ON RABBIT CREEK SPECIAL STUDY SUBWATERSHED 5.19 REPORT ON RABBIT CREEK SPECIAL STUDY SUBWATERSHED 5.19 Sabine River Authority of Texas August 31, 23 Prepared in Cooperation with the Texas Commission on Environmental Quality Under the Authorization of

More information

AMERICAN ELECTRIC POWER (SWEPCO)

AMERICAN ELECTRIC POWER (SWEPCO) 2016 DAM & DIKE INSPECTION REPORT ASH PONDS GERS-16-163 WELSH POWER PLANT AMERICAN ELECTRIC POWER (SWEPCO) CASON, TEXAS NATIONAL INVENTORY NO. TX4357 PREPARED BY GEOTECHNICAL ENGINEERING AEP SERVICE CORPORATION

More information

SABINE RIVER AUTHORITY OF TEXAS

SABINE RIVER AUTHORITY OF TEXAS SABINE RIVER AUTHORITY OF TEXAS TO: FROM: RE: INTERESTED PARTIES ENVIRONMENTAL SERVICES DIVISION AUGUST 2013 MONTHLY WATER QUALITY REPORT The Environmental Services Field Offices conducted water quality

More information

Physiographic zones. and water quality

Physiographic zones. and water quality Southland Physiographic zones Central Plains Technical information Physiographic zones are part of the Water and Land 2020 & Beyond project that aims to maintain and improve water quality in the Southland

More information

Lake Texoma Water Management Frequently Asked Questions (FAQs)

Lake Texoma Water Management Frequently Asked Questions (FAQs) Lake Texoma Water Management Frequently Asked Questions (FAQs) Q1: Why is Lake Texoma so low? A1: A combination of factors is contributing to the current lake level. Even though there was substantial rainfall

More information

IV. ENVIRONMENTAL IMPACT ANALYSIS G. HYDROLOGY/WATER QUALITY

IV. ENVIRONMENTAL IMPACT ANALYSIS G. HYDROLOGY/WATER QUALITY IV. ENVIRONMENTAL IMPACT ANALYSIS G. HYDROLOGY/WATER QUALITY ENVIRONMENTAL SETTING The project site is located in the Wilshire community of the City of Los Angeles and is bound by S. Wetherly Drive to

More information

PEARCE CREEK CONFINED DISPOSAL AREA MODIFICATION

PEARCE CREEK CONFINED DISPOSAL AREA MODIFICATION US Army Corps of Engineers Philadelphia District PEARCE CREEK CONFINED DISPOSAL AREA MODIFICATION CECIL COUNTY MARYLAND STORMWATER MANAGEMENT PLAN NARRATIVE INITIAL SUBMISSION JUNE 2014 1 PEARCE CREEK

More information

APPENDIX I WATER SUPPLY AVAILABLE TO REGION C

APPENDIX I WATER SUPPLY AVAILABLE TO REGION C APPENDIX I WATER SUPPLY AVAILABLE TO REGION C APPENDIX I WATER SUPPLY AVAILABLE TO REGION C Table I.1 shows the overall water supply available to Region C. Table I.2 shows the overall water supply available

More information

The Vermont Legislative Research Shop. MTBE facts and alternatives

The Vermont Legislative Research Shop. MTBE facts and alternatives The Vermont Legislative Research Shop MTBE facts and alternatives MTBE background Methyl tertiary-butyl ether, more commonly referred to as MTBE is a chemical compound that is manufactured by reacting

More information

MEMORANDUM. Kathy Yager USEPA OSRTI Dick Goehlert USEPA Region 1 Darryl Luce USEPA Region 1 Mindy Vanderford, GSI Environmental, Inc.

MEMORANDUM. Kathy Yager USEPA OSRTI Dick Goehlert USEPA Region 1 Darryl Luce USEPA Region 1 Mindy Vanderford, GSI Environmental, Inc. MEMORANDUM To: From: Kathy Yager USEPA OSRTI Dick Goehlert USEPA Region 1 Darryl Luce USEPA Region 1 Mindy Vanderford, GSI Environmental, Inc. (GSI) Doug Sutton, GeoTrans, Inc. Rob Greenwald, GeoTrans,

More information

3F. Hydrology and Water Quality

3F. Hydrology and Water Quality This section provides an analysis of potential hydrological and water quality impacts associated with implementation of the proposed project. The section also evaluates and describes the potential impacts

More information

Upper Sabine Basin Water Supply Study

Upper Sabine Basin Water Supply Study Sabine River Authority of Texas Upper Sabine Basin Water Supply Study March 2003 PREPARED BY KELLOGG BROWN & ROOT, INC. A Halliburton Company Engineered by KBR Technical Services, Inc. Sabine River Authority

More information

Water Conservation Planning: How a Systems Approach to Irrigation Promotes Sustainable Water Use

Water Conservation Planning: How a Systems Approach to Irrigation Promotes Sustainable Water Use Water Conservation Planning: How a Systems Approach to Irrigation Promotes Sustainable Water Use Michael E. Sullivan and Walter M. Delp Natural Resources Conservation Service Little Rock, Arkansas michael.sullivan@ar.usda.gov

More information

DEPARTMENT OF ENVIRONMENTAL RESOURCES REVIEW NOTICE

DEPARTMENT OF ENVIRONMENTAL RESOURCES REVIEW NOTICE DEPARTMENT OF ENVIRONMENTAL RESOURCES REVIEW NOTICE This report, prepared by outside consultants, has been reviewed by the Department of Environmental Resources and approved for publication. The contents

More information

1. Introduction Site Information Site Characteristics Hydrogeologic Setting... 2

1. Introduction Site Information Site Characteristics Hydrogeologic Setting... 2 Table of Contents 1. Introduction... 1 1.1 Site Information... 1 1.2 Site Characteristics... 1 1.3 Hydrogeologic Setting... 2 2. Closure Plan... 5 2.1 Closure Description... 5 2.2 Closure Timeframe...

More information

APPENDIX A. Hydraulic Investigations: Cascade Mall at Burlington

APPENDIX A. Hydraulic Investigations: Cascade Mall at Burlington APPENDIX A m SUMMARY REPORT FOR E.I.S. Hydraulic Investigations: Cascade Mall at Burlington July 12, 1982 John E. Norman, P.E. 14779 Northeast 32nd, #A201 Bellevue, WA 98007 (206) 882-1767 92 General A

More information

The FULL Story about Lake Conroe s Future Water Level of as a Public Water Supply

The FULL Story about Lake Conroe s Future Water Level of as a Public Water Supply The FULL Story about Lake Conroe s Future Water Level of as a Public Water Supply Introduction By Lee G. Cotton, a concerned resident of the Lake Conroe area There has been a great deal of concern among

More information

Song Lake Water Budget

Song Lake Water Budget Song Lake Water Budget Song Lake is located in northern Cortland County. It is a relatively small lake, with a surface area of about 115 acres, and an average depth of about 14 feet. Its maximum depth

More information

Background. Literature Review

Background. Literature Review Ms. Joanna Helms Economic Development Director Town of Apex 73 Hunter Street P.O. Box 250 Apex, North Carolina 27502 October 23, 2015 Reference: Report of Wetland Determination Cash Perkins Site ECS Project

More information

Sabine River Basin Lake Fork Reservoir Watershed Characterization Report 2017

Sabine River Basin Lake Fork Reservoir Watershed Characterization Report 2017 Sabine River Basin Lake Fork Reservoir Watershed Characterization Report 2017 Prepared in Cooperation with the Texas Commission on Environmental Quality. The preparation of this report was financed in

More information

SECTION 3 NATURAL RESOURCES

SECTION 3 NATURAL RESOURCES SECTION 3 NATURAL RESOURCES The natural environment plays a large role in planning for future development. Environmental conditions, such as topography, wetlands, floodplains, and water bodies, can often

More information

Lake Houston SolarBee Project Report by

Lake Houston SolarBee Project Report by Main Office and Service Center SolarBee, Inc. 530 25th Ave E, PO Box 1930, Dickinson, ND 58602 (866) 437-8076 (701) 225-4495 Fax (701) 225-0002 http://www.solarbee.com Lake Houston SolarBee Project Report

More information

7.1 Introduction. 7.2 Consistency with the Protection of Water Resources

7.1 Introduction. 7.2 Consistency with the Protection of Water Resources 7. Description of How the Regional Water Plan is Consistent with Long-Term Protection of the State s Water Resources, Agricultural Resources, and Natural Resources 7.1 Introduction The development of viable

More information

Option 11. Divert Water from Miocene and Hendricks Canal to Supply the Ridge

Option 11. Divert Water from Miocene and Hendricks Canal to Supply the Ridge Integrated Water Resources Plan Option 11 Divert Water from Miocene and Hendricks Canal to Supply the Ridge This option would use water from the Miocene Canal and/or Hendricks Canal for municipal supplies

More information

ELK RAPIDS TOWNSHIP WATER QUALITY ACTION PLAN

ELK RAPIDS TOWNSHIP WATER QUALITY ACTION PLAN ELK RAPIDS TOWNSHIP WATER QUALITY ACTION PLAN Elk-River-Chain-of-Lakes Gaps Analysis Project The Watershed Center Grand Traverse Bay Tip of the Mitt Watershed Council Michigan Department of Natural Resources

More information

Since the Game Lands are publicly owned, reclamation can be done with Project 500 bond issue funds. E. D'Appolonia Consulting Engineers, Inc.

Since the Game Lands are publicly owned, reclamation can be done with Project 500 bond issue funds. E. D'Appolonia Consulting Engineers, Inc. FINAL REPORT ENGINEERING SURVEY AND FEASIBILITY STUDY MINE DRAINAGE POLLUTION ABATEMENT STATE GAME LANDS NO. 117 WASHINGTON COUNTY, PENNSYLVANIA PROJECT NO. SL-130-1 1.0 INTRODUCTION Raccoon Creek is one

More information

New York State Department of Environmental Conservation. Receive Site Fact Sheets by . See "For More Information" to Learn How.

New York State Department of Environmental Conservation. Receive Site Fact Sheets by  . See For More Information to Learn How. New York State Department of Environmental Conservation February 2014 FACT SHEET State Superfund Program Receive Site Fact Sheets by Email. See "For More Information" to Learn How. Site Name: Powers Chemco

More information

Project Overview. Northwest Innovation Works LLC and the Port of Kalama propose to develop and operate

Project Overview. Northwest Innovation Works LLC and the Port of Kalama propose to develop and operate Project Overview Northwest Innovation Works LLC and the Port of Kalama propose to develop and operate a natural gas-tomethanol production plant and storage facilities, and a new marine terminal, in the

More information

Report. Environmental Water Demands. Butte County Department of Water and Resource Conservation Integrated Water Resources Plan.

Report. Environmental Water Demands. Butte County Department of Water and Resource Conservation Integrated Water Resources Plan. Report Butte County Department of Water and Resource Conservation Integrated Water Resources Plan s June 2004 s Section 1 - Introduction 1.1 Project Description This project is a preliminary investigation

More information

WOLF CREEK BACTERIAL IMPACT ON MAUMEE BAY STATE PARK BEACH

WOLF CREEK BACTERIAL IMPACT ON MAUMEE BAY STATE PARK BEACH WOLF CREEK BACTERIAL IMPACT ON MAUMEE BAY STATE PARK BEACH SUMMARY REPORT JUNE 2003 WOLF CREEK BACTERIAL IMPACT ON MAUMEE BAY STATE PARK BEACH SUMMARY REPORT JUNE 2003 Conducted by University of Toledo

More information

Case Study 1 Red Clover Rock Ford

Case Study 1 Red Clover Rock Ford Case Study Red Clover Rock Ford Location Northeastern California. Plumas National Forest. An unnamed tributary to Red Clover Creek in McReynolds Valley, 5 miles north of Lake Davis, CA. Forest Road 25N05,

More information

Smithville Lake 2000 Water Quality Report

Smithville Lake 2000 Water Quality Report Smithville Lake 2 Water Quality Report 1. General. a. Project location. The dam is located at river mile 12.9 on the Little Platte River, a tributary of the Platte River. The drainage area above the dam

More information

The DNR is charged with managing waters resources to assure an adequate and sustainable supply for multiple uses.

The DNR is charged with managing waters resources to assure an adequate and sustainable supply for multiple uses. The DNR is charged with managing waters resources to assure an adequate and sustainable supply for multiple uses. Minnesota Laws 2015, chapter 4, article 4, directed the Department of Natural Resources

More information

Bioremediation System Integration to Contain/Treat a Known Perchlorate Source Area

Bioremediation System Integration to Contain/Treat a Known Perchlorate Source Area Paper L-11, in: Bruce M. Sass (Conference Chair), Remediation of Chlorinated and Recalcitrant Compounds 2006. Proceedings of the Fifth International Conference on Remediation of Chlorinated and Recalcitrant

More information

INVESTIGATIONS AND ABATEMENT OF PRODUCED WATER IMPACTS AND SEEPS TO SURFACE WATER

INVESTIGATIONS AND ABATEMENT OF PRODUCED WATER IMPACTS AND SEEPS TO SURFACE WATER INVESTIGATIONS AND ABATEMENT OF PRODUCED WATER IMPACTS AND SEEPS TO SURFACE WATER Introduction SECTION 319 NONPOINT SOURCE GRANT UPPER COLORADO RIVER BASIN (Segment 1426) Coke and Runnels Counties, Texas

More information

CENTRAL PLATTE NATURAL RESOURCES DISTRICT NITROGEN MANAGEMENT CERTIFICATION TEST

CENTRAL PLATTE NATURAL RESOURCES DISTRICT NITROGEN MANAGEMENT CERTIFICATION TEST CENTRAL PLATTE NATURAL RESOURCES DISTRICT NITROGEN MANAGEMENT CERTIFICATION TEST NAME: CERT #: ADDRESS: CITY: Section A: The Nitrate Contamination Concern 1) The U.S. Environmental Protection Agency s

More information

Full Scale Implementation Of Sulfate Enhanced Biodegradation To Remediate Petroleum Impacted Groundwater

Full Scale Implementation Of Sulfate Enhanced Biodegradation To Remediate Petroleum Impacted Groundwater Proceedings of the Annual International Conference on Soils, Sediments, Water and Energy Volume 14 Article 15 January 2010 Full Scale Implementation Of Sulfate Enhanced Biodegradation To Remediate Petroleum

More information

Full Scale Implementation Of Sulfate Enhanced Biodegradation To Remediate Petroleum Impacted Groundwater

Full Scale Implementation Of Sulfate Enhanced Biodegradation To Remediate Petroleum Impacted Groundwater Proceedings of the Annual International Conference on Soils, Sediments, Water and Energy Volume 14 Article 15 January 2010 Full Scale Implementation Of Sulfate Enhanced Biodegradation To Remediate Petroleum

More information

year within the area of Kings County (California Department of Water Resources, 1979).

year within the area of Kings County (California Department of Water Resources, 1979). 4.3 WATER RESOURCES 4.3 WATER RESOURCES This section describes the existing hydrological setting for the County, including a discussion of water quality, based on published and unpublished reports and

More information

Technical Memorandum No River Geometry

Technical Memorandum No River Geometry Pajaro River Watershed Study in association with Technical Memorandum No. 1.2.5 River Geometry Task: Collection and Analysis of River Geometry Data To: PRWFPA Staff Working Group Prepared by: J. Schaaf

More information

Newton Creek & Hog Island Inlet Contaminated Sediment Remediation Project

Newton Creek & Hog Island Inlet Contaminated Sediment Remediation Project Newton Creek & Hog Island Inlet Contaminated Sediment Remediation Project The St. Louis River is the largest U.S. tributary to Lake Superior The Area of Concern is shared by Minnesota and Wisconsin AOC

More information

TORCH LAKE TOWNSHIP WATER QUALITY ACTION PLAN

TORCH LAKE TOWNSHIP WATER QUALITY ACTION PLAN TORCH LAKE TOWNSHIP WATER QUALITY ACTION PLAN Elk-River-Chain-of-Lakes Gaps Analysis Project The Watershed Center Grand Traverse Bay Tip of the Mitt Watershed Council Michigan Department of Natural Resources

More information

Model Riparian Buffer Ordinance.

Model Riparian Buffer Ordinance. Model Riparian Buffer Ordinance. This is a sample riparian buffer ordinance written as an amendment to an existing zoning ordinance. This ordinance complies with the state minimum standards for river corridor

More information

Summary of Findings: Understanding Health Impacts from Hydraulic Fracturing

Summary of Findings: Understanding Health Impacts from Hydraulic Fracturing Introduction Summary of Findings: Understanding Health Impacts from Hydraulic Fracturing Presented by: Stephen J. Foster, PhD Risk Assessment and Toxicology Geosyntec Consultants, Inc. Scope of Report

More information

Introduction to Drinking Water Systems. Indiana Basics Course for Small Public Drinking Water Systems -1

Introduction to Drinking Water Systems. Indiana Basics Course for Small Public Drinking Water Systems -1 Introduction to Drinking Water Systems Indiana Basics Course for Small Public Drinking Water Systems -1 Welcome to Lesson 1: Introduction to Drinking Water Systems! To operate a public water system, you

More information

STRATEGIES FOR CHARACTERIZING SUBSURFACE RELEASES OF GASOLINE CONTAINING MTBE

STRATEGIES FOR CHARACTERIZING SUBSURFACE RELEASES OF GASOLINE CONTAINING MTBE AUGUST 2000 NO. 11 STRATEGIES FOR CHARACTERIZING SUBSURFACE RELEASES OF GASOLINE CONTAINING MTBE ERIC M. NICHOLS, LFR LEVINE!FRICKE; MURRAY D. EINARSON, CONOR PACIFIC/EFW; STEVEN C. BEADLE, LFR LEVINE!FRICKE

More information

8.3 Somervell County Water Supply Project

8.3 Somervell County Water Supply Project 8.3 Somervell County Water Supply Project 8.3.1 Description of Option The Somervell County Water District (SCWD) completed the first part of their surface water supply system in October 2011. Previously,

More information

Jason R. Vogel, Ph.D., P.E. Biosystems and Agricultural Engineering Oklahoma State University

Jason R. Vogel, Ph.D., P.E. Biosystems and Agricultural Engineering Oklahoma State University Stormwater 101 OKLAHOMA STATE UNIVERSITY Biosystems and Agricultural Engineering Department Jason R. Vogel, Ph.D., P.E. Biosystems and Agricultural Engineering Oklahoma State University Stormwater is excess

More information

Minnesota EAW Supplement

Minnesota EAW Supplement Appendix I: Minnesota EAW Supplement Lower Pool 2 Channel Management Study: Boulanger Bend to Lock and Dam No. 2 Minnesota EAW Item Identification A supplement prepared for the Minnesota DNR to identify

More information

HISTORY OF CONSTRUCTION 40 CFR (c)(1)(i)-(xii) PLANT MCDONOUGH ASH POND 1 (AP-1) GEORGIA POWER COMPANY

HISTORY OF CONSTRUCTION 40 CFR (c)(1)(i)-(xii) PLANT MCDONOUGH ASH POND 1 (AP-1) GEORGIA POWER COMPANY HISTORY OF CONSTRUCTION 40 CFR 257.73(c)(1)(i)-(xii) PLANT MCDONOUGH ASH POND 1 (AP-1) GEORGIA POWER COMPANY (i) Site Name and Ownership Information: Site Name: Site Location: Site Address: Owner: Address:

More information