Water Quality
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Piedmont Hydroelectric Project, Upper Pelzer Hydroelectric Project, Lower
DRAFT ENVIRONMENTAL ASSESSMENT FOR HYDROPOWER LICENSES Piedmont Hydroelectric Project, P-2428-007 Upper Pelzer Hydroelectric Project, P-10254-026 Lower Pelzer Hydroelectric Project, P-10253-032 South Carolina Federal Energy Regulatory Commission Office of Energy Projects Division of Hydropower Licensing 888 First Street, NE Washington, D.C. 20426 July 2019 TABLE OF CONTENTS LIST OF FIGURES ............................................................................................................ iv LIST OF TABLES............................................................................................................... v ACRONYMS AND ABBREVIATIONS.......................................................................... vii 1.0 INTRODUCTION .................................................................................................... 1 1.1 APPLICATIONS .................................................................................................. 1 1.2 PURPOSE OF ACTION AND NEED FOR POWER ......................................... 4 1.2.1 Purpose of Action ............................................................................................. 4 1.2.2 Need for Power ................................................................................................. 5 1.3 STATUTORY AND REGULATORY REQUIREMENTS ................................ 5 1.3.1 Federal Power Act ............................................................................................ 5 1.3.2 Clean Water Act .............................................................................................. -
History of the Broad River Development from Henderson Island to Hampton Island
History of the Broad River Development From Henderson Island to Hampton Island Prepared For: South Carolina Electric & Gas Company 220 Operation Way Cayce, South Carolina 29033-3701 Prepared By: 521 Clemson Road Columbia, South Carolina 29229 December 2016 TABLE OF CONTENTS INTRODUCTION 2 DEVELOPMENTAL HISTORY 3 Early Settlement 3 The Revolutionary War 4 Civil War 5 Reconstruction – 20th Century 7 HYDROELECTRIC DEVELOPMENT 9 HISTORIC SITES 14 Parr Shoals 14 Fairfield Pumped Storage 19 Lyles Ford 22 REFERENCES 23 INTRODUCTION The existing Federal Energy Regulatory Commission (FERC) license for the Parr Hydroelectric Project (FERC Project No. 1894) expires on June 30, 2020. As a result, cultural resources investigations were conducted to assist the South Carolina Electric & Gas Company (SCE&G) in complying with the FERC relicensing process for the Parr Hydroelectric Project. The Parr Hydroelectric Project is located in central South Carolina along the Broad River in eastern Newberry County and western Fairfield County. The project includes both the Parr Shoals Development and the Fairfield Pumped Storage Facility Development. The total project area encompasses 4,400 acres on the Broad River and its tributaries between Henderson Island to the north and Hampton Island to the south, and Monticello Reservoir. As part of the FERC relicensing process, a Phase I cultural resources survey of the Parr Hydroelectric Project was completed in 2013 and 2014. Additional Phase II archaeological investigations were conducted in 2016 at two archaeological sites, 38NE8 and 38NE10. As a result of these investigations, four resources were identified as being eligible for inclusion in the National Register of Historic Places (NRHP): the Parr Shoals Development, the Fairfield Pumped Storage Facility, Lyles Ford; and archaeological site 38NE8. -
NATIONAL REGISTER of HISTORIC PLACES INVENTORY -- NOMINATION FORM Lit
H Form No. 10-300 REV. (9/77) 7. America at worM>ni/i UNITED STATES DEPARTMENT OF THE INTERIOR NATIONAL PARK SERVICE NATIONAL REGISTER OF HISTORIC PLACES INVENTORY -- NOMINATION FORM lit SEE INSTRUCTIONS IN HOW TO COMPLETE NATIONAL REGISTER FORMS TYPE ALL ENTRIES -- COMPLETE APPLICABLE SECTIONS | NAME HISTORIC New Brookland Historic District AND/OR COMMON Old West Columbia LOCATION STREET & NUMBER _NOTFOR PUBLICATION CITY, TOWN CONGRESSIONAL DISTRICT West Columbia __ VICINITY OF # 2 STATE CODE COUNTY CODE South Carolina 045 Lexinaton 063 " CLASSIFICATION CATEGORY OWNERSHIP STATUS PRESENT USE ^.DISTRICT —PUBLIC —KoCCUPIED _AGRICULTURE —MUSEUM _BUILDING(S) A_PR|VATE —UNOCCUPIED —X.COMMERCIAL —PARK —STRUCTURE —BOTH WORK IN PROGRESS —EDUCATIONAL •^-PRIVATE RESIDENCE —SITE PUBLIC ACQUISITION ACCESSIBLE —ENTERTAINMENT —RELIGIOUS —OBJECT —IN PROCESS —YES: RESTRICTED —GOVERNMENT —SCIENTIFIC —BEING CONSIDERED — YES: UNRESTRICTED —INDUSTRIAL —TRANSPORTATION —NO —MILITARY —OTHER: OWNER OF PROPERTY NAME Multiple ownership STREET & NUMBER CITY. TOWN STATE VICINITY OF (LOCATION OF LEGAL DESCRIPTION COURTHOUSE, REGISTRY OF DEEos.ETc. Register of Mesne Conveyance Office STREET & NUMBER Lexington County Administration Building CITY, TOWN STATE Lexington South Carolina I REPRESENTATION IN EXISTING SURVEYS TITLE Inventory of Historic Places in South Carolina DATE 1973 (update) —FEDERAL X.STATE —COUNTY —LOCAL DEPOSITORY FOR SURVEY RECORDS South Carolina Department of Archivas^and History__________ CITY, TOWN STATE Columbia South Carolina DESCRIPTION CONDITION CHECK ONE CHECK ONE —EXCELLENT —DETERIORATED _UNALTERED X.ORIGINAL SITE _X_GOOD _RUINS X-ALTERED _MOVED DATE. _X_FAIR _UNEXPOSED DESCRIBE THE PRESENT AND ORIGINAL (IF KNOWN) PHYSICAL APPEARANCE The New Brookland Historic District is the historical nucleus of the City of West Columbia. It emerged in 1894 as a planned residential community for operatives of the Columbia Duck Mill, one of the first hydroelectrically powered textile mills in the nation. -
A Water Quality Trading Framework for the Reedy River
A WATER QUALITY TRADING FRAMEWORK FOR THE REEDY RIVER Gregory Michael Mikota II AUTHORS: Reedy River Watershed Policy Director Strom Thurmond Institute of Government & Public Affairs Perimeter Road Clemson, SC 29634-0125 REFERENCE: Proceedings of the 2008 South Carolina Water Resources Conference, held October 14-15, 2008, at the Charleston Area Event Center Abstract. The Reedy River flows through a relatively quality trading can provide greater flexibility and the small watershed that is rapidly experiencing growth. The potential to achieve levels of environmental benefits that watershed is approximately 167,000 acres, but the upper would not otherwise be attained under a traditional portions of the river include the urban areas of the City of command and control approach. When working with Greenville, Mauldin, and Simpsonville within Greenville non-point source pollution problems, the USEPA is County, South Carolina. The lower portions of the river required to work with individual states and local agencies flow through Laurens County as the Reedy joins the because of the provisions defined in the revision of the Saluda River to form Lake Greenwood. As the Clean Water Act in 1987. population and the economy of the Reedy River From a state and local level further analysis is needed Watershed continue to expand, the demand on this river in order to asses the applicability of creating a water resource will continue to increase. quality trading program for the Reedy River Watershed. For a number of years the Reedy River has been under This proposed paper will provide a conceptual increasing pressure from various sources. Point source framework for how a water quality trading program may and non-point source effluent loads have increased be established within this watershed. -
Archeological Survey of the Columbia Zoological Park, Richland and Lexington Counties, South Carolina Thomas M
University of South Carolina Scholar Commons Archaeology and Anthropology, South Carolina Research Manuscript Series Institute of 8-1972 Archeological Survey of the Columbia Zoological Park, Richland and Lexington Counties, South Carolina Thomas M. Ryan Follow this and additional works at: https://scholarcommons.sc.edu/archanth_books Part of the Anthropology Commons Recommended Citation Ryan, Thomas M., "Archeological Survey of the Columbia Zoological Park, Richland and Lexington Counties, South Carolina" (1972). Research Manuscript Series. 33. https://scholarcommons.sc.edu/archanth_books/33 This Book is brought to you by the Archaeology and Anthropology, South Carolina Institute of at Scholar Commons. It has been accepted for inclusion in Research Manuscript Series by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. Archeological Survey of the Columbia Zoological Park, Richland and Lexington Counties, South Carolina Keywords Indians of North America, Richland County, Lexington County, Columbia Zoological Park, South Carolina, Archeology Disciplines Anthropology Publisher The outhS Carolina Institute of Archeology and Anthropology--University of South Carolina Comments In USC online Library catalog at: http://www.sc.edu/library/ This book is available at Scholar Commons: https://scholarcommons.sc.edu/archanth_books/33 ARCHEOLOGICAL SURVEY OF THE COLUMBIA ZOOLOGICAL PARK, RICHLAND AND LEXINGTON COUNTIES, SOUTH CAROLINA by Thomas M. Ryan Research Manuscript Series, No. 37 Prepared by the INSTITUTE OF ARCHEOLOGY AND ANTHROP0LOGY UNIVERSITY OF SOUTH CAROLINA AUGUST 1972 TABLE OF CONTENTS Page INTRODUCTION. •..••• 1 METHOD OF INVESTIGATION • 3 NATURAL SETTING • 6 HISTORIC SITES. .. ... ..... 14 SALUDA CANAL (38RD59) •• ........ 14 History of the Saluda Canal • 14 Excavations •••••• 18 SALUDA RIVER BRIDGE (38RD58) .. 25 SALUDA FACTORY • 28 PREHISTORIC SITES •• 32 SABLE SITE (38RD60) •• 34 Sable Site Ceramics • 37 Chronological Position. -
Technical Memorandum
Technical Memorandum To: South Carolina Department of Natural Resources (DNR) South Carolina Department of Health and Environmental Control (DHEC) From: CDM Smith Date: January 2015 Subject: Methodology for Unimpaired Flow Development Saluda River Basin, South Carolina (Prepared as part of the South Carolina Surface Water Quantity Modeling Program) 1.0 Background and Objectives for Unimpaired Flows Unimpaired Flow (UIF) describes the natural hydrology of a river basin. UIFs quantify streamflows throughout a river basin in the absence of human intervention in the river channel, such as storage, withdrawals, discharges, and return flows. From this basis, modeling and decision making can be compared with pristine conditions. This memorandum explains the methods that will be employed to develop UIFs for South Carolina’s Saluda River basin. It describes data needs, methods for filling data gaps, and issues specific to the Saluda River basin. Once developed, UIFs will be input to the Simplified Water Allocation Model (SWAM) to evaluate surface water hydrology and operations throughout the basin. The UIFs for the Saluda Basin will extend from 1925-2013. UIFs will serve two purposes: ° UIFs will be the fundamental input to the model at headwater nodes and tributary nodes upstream of historic management activity, representing naturally occurring water in the riverways. Current and future management practices such as storage, withdrawals, and discharges will be superimposed on the UIFs. ° UIFs will provide a comparative basis for model results. The impacts of current and future management practices on flow throughout the river network can be compared to the natural conditions represented by the UIFs, and decisions about relative impacts can be well informed. -
Attachment L Historical and Archaeological Properties
ATTACHMENT L HISTORICAL AND ARCHAEOLOGICAL PROPERTIES INFORMATION TABLE L-1 LISTING OF HISTORIC PLACES AND ARCHAEOLOGICAL SITES DESC Congaree River Site Columbia, South Carolina Level of Historic Place(1,2) Location Area of Significance Significance Spans Congaree River in West Gervais Street Bridge State Architecture Columbia, SC East bank of the Broad and Congaree Rivers from the diversion dam to the Columbia Canal National Industry southern railroad bridge in Columbia, SC Archaeological Site(3) Location ID# Late 19th to Early 20th North of the Gervais Street Bridge on Century Artifact Scatter/Dump the southern tip of the Columbia 38RD233 Site Canal Dike East bank of the Congaree River at Underwater Civil War Era the outfall of Unnamed Tributary #1 38RD286 Ordnance Dumpsite into Congaree River East bank of the Congaree River Possible Ruins of Briggs' Saw south of the Gervais Street Bridge 38RD224 Mill and Unnamed Tributary #1 Late 19th to Early 20th East bank of the Congaree River Century Structure Foundation - south of the Senate Street Extension 38RD234 House boat launch Underwater Deposit of Historic Eastern portion of Congaree River 38RD278 Ceramics and Metal Artifacts south of the Alluvial Fan 19th to 20th Century Bottle Eastern bank of the Congaree River 38RD223 Dump/Landfill between Area 1 and Area 2 Expanded Boundary of Eastern portion of the Congaree Underwater Civil War Era River from the Gervais Street Bridge 38RD286 Ordnance Dumpsite to Unnamed Tributary #2 Unknown Prehistoric Lithic East bank of the Congaree River to Flake and Brick Fragment 38RD275 the south of Unnamed Tributary #2 Scatter, 20th Century V-Shaped Wooden Object East Bank of Congaree River near 38RD235 Eroding Out of Riverbank mouth of Unnamed Tributary #2 Notes: 1. -
Meeting Notes South Carolina Electric & Gas Company
MEETING NOTES SOUTH CAROLINA ELECTRIC & GAS COMPANY SALUDA HYDRO PROJECT RELICENSING SAFETY RCG MEETING SCE&G Carolina Research Park Facility April 9, 2008 final acg 8/11/08 ATTENDEES: Alison Guth, Kleinschmidt Associates Dave Anderson, Kleinschmidt Associates Randy Mahan, SCANA Services, Inc. David Price, LMPS Bill Argentieri, SCE&G Mike Waddell, TU Jay Schabacher, LMA Bill Marshall, LSSRAC, SCDNR Alan Stuart, Kleinschmidt Associates Dick Christie, DNR Joy Downs, LMA Jim Devereaux, SCE&G Jim Cumberland, CCL Suzanne Rhodes, SCWF Karen Kustafik, City of Cola Parks & Rec Bret Hoffman, Kleinschmidt Associates MEETING NOTES: These notes serve as summary of the major points presented during the meeting and are not intended to be a transcript or analysis of the meeting. Bill opened the meeting and introduced Jim Devereaux who would be presenting at the meeting (presentation available at http://www.saludahydrorelicense.com/documents/SafetyRCG4-9-08.pdf ). Bill explained that Jim D has been working on the siren system and seeking advice from Karen Kustafik for the locations of the proposed sirens. It was noted that the purpose of the presentation would be to describe the existing and future warning system. Jim D. began the presentation and explained the background behind the warning system. He noted that in order to warn against rising water levels, there was a warning system that consisted of sirens, strobe lights, and a combination of the two. Jim D. also explained that the output level of the sirens was 12 decibels over ambient sound (routine background noise, including minimum flows) and sound levels were adjusted by direct measurement at each siren location. -
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION 4 ATLANTA FEDERAL CENTER 61 FORSYTH STREET ATLANTA, GEORGIA 30303-8960 Janu
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION 4 ATLANTA FEDERAL CENTER 61 FORSYTH STREET ATLANTA, GEORGIA 30303-8960 January 24, 2002 Mr. Alton C. Boozer, Chief Bureau of Water South Carolina Department of Health and Environmental Control 2600 Bull Street Columbia, South Carolina 29201-1708 SUBJECT: Intention to Delist Pollutants from 2000 § 303(d) List Dear Mr. Boozer: This is to acknowledge receipt of your December 17, 2001 request that the United States Environmental Protection Agency (EPA) review proposed § 303(d) list modifications that are intended by the State of South Carolina. EPA Region 4 has completed its review of the provided information and offers the following findings of its review. As you are aware, 40 Code of Federal Regulations (C.F.R.) § 130.7(b)(1) requires the State to identify water quality limited segments still requiring total maximum daily loads (TMDLs), i.e., the § 303(d) list. Title 40 C.F.R. § 130.7(b)(4) requires the identification of pollutants causing or expected to cause violations of the applicable water quality standards. Title 40 C.F.R. § 130.7(b)(6)(iv) allows the State to not include a water on the § 303(d) list if good cause for that decision can be demonstrated. Good cause includes, but is not limited to, more recent or accurate data; more sophisticated water quality modeling; flaws in the original analysis that led to the water being listed; or changes in conditions, e.g., new control equipment or elimination of discharges. The South Carolina Bureau of Water (the Bureau) intends to delist -
Predictive Modeling: an Archeolgical Assessment of Duke Power Company's Proposed Cherokee Transmission Lines Veletta Canouts
University of South Carolina Scholar Commons Archaeology and Anthropology, South Carolina Research Manuscript Series Institute of 10-1981 Predictive Modeling: An Archeolgical Assessment of Duke Power Company's Proposed Cherokee Transmission Lines Veletta Canouts Follow this and additional works at: https://scholarcommons.sc.edu/archanth_books Part of the Anthropology Commons Recommended Citation Canouts, Veletta, "Predictive Modeling: An Archeolgical Assessment of Duke Power Company's Proposed Cherokee Transmission Lines" (1981). Research Manuscript Series. 173. https://scholarcommons.sc.edu/archanth_books/173 This Book is brought to you by the Archaeology and Anthropology, South Carolina Institute of at Scholar Commons. It has been accepted for inclusion in Research Manuscript Series by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. Predictive Modeling: An Archeolgical Assessment of Duke Power Company's Proposed Cherokee Transmission Lines Keywords Excavations, Duke Power Company, Transmission lines, Cherokee County, South Carolina, Archeology Disciplines Anthropology Publisher The outhS Carolina Institute of Archeology and Anthropology--University of South Carolina Comments In USC online Library catalog at: http://www.sc.edu/library/ This book is available at Scholar Commons: https://scholarcommons.sc.edu/archanth_books/173 PREDICTIVE MODELING: AN ARCHEOLOG~CAL ASSESSMENT OF DUKE POWER COMPANY'S PROPOSED CHEROKEE TRANSMISSION LINES by Veletta Canouts Research Manuscript Series 181 With Contributions by Paul E. Brockington, Jr. and Tommy Charles INSTITUTE OF ARCHEOLOGY AND ANTHROPOLOGY UNIVERSITY OF SOUTH CAROLINA COLUMBIA, SOUTH CAROLINA 29208 October 1981 The University of South Carolina offers equal opportunity in its employment, admissions and educational activities, in accordance with Title IX, Section 504 of the Rehabilitation Act of 1973 and other civil rights laws. -
Upper French Broad Water Quality Management Plan
UPPER FRENCH BROAD RIVER WATERSHED (06010105) OF THE TENNESSEE RIVER BASIN WATERSHED WATER QUALITY MANAGEMENT PLAN TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION DIVISION OF WATER POLLUTION CONTROL WATERSHED MANAGEMENT SECTION UPPER FRENCH BROAD RIVER WATERSHED WATER QUALITY MANAGEMENT PLAN TABLE OF CONTENTS Glossary Summary Chapter 1. Watershed Approach to Water Quality Chapter 2. Description of the Upper French Broad River Watershed Chapter 3. Water Quality Assessment of the Upper French Broad River Watershed Chapter 4. Point and Nonpoint Source Characterization of the Upper French Broad River Watershed Chapter 5. Water Quality Partnerships in the Upper French Broad River Watershed Chapter 6. Restoration Strategies Appendix I Appendix II Appendix III Appendix IV Appendix V Glossary GLOSSARY 1Q20. The lowest average 1 consecutive days flow with average recurrence frequency of once every 20 years. 30Q2. The lowest average 3 consecutive days flow with average recurrence frequency of once every 2 years. 7Q10. The lowest average 7 consecutive days flow with average recurrence frequency of once every 10 years. 303(d). The section of the federal Clean Water Act that requires a listing by states, territories, and authorized tribes of impaired waters, which do not meet the water quality standards that states, territories, and authorized tribes have set for them, even after point sources of pollution have installed the minimum required levels of pollution control technology. 305(b). The section of the federal Clean Water Act that requires EPA to assemble and submit a report to Congress on the condition of all water bodies across the Country as determined by a biennial collection of data and other information by States and Tribes. -
Columbia Downtown Historic Resources Survey National Register Evaluations
COLUMBIA Downtown Historic Resource Survey Final Survey Report September 28, 2020 Staci Richey, Access Preservation with Dr. Lydia Brandt Intentionally Left Blank Columbia Downtown Historic Resource Survey City of Columbia, Richland County, S.C. FINAL Report September 28, 2020 Report Submitted to: City of Columbia, Planning and Development Services, 1136 Washington Street, Columbia, S.C. 29201 Report Prepared By: Access Preservation, 7238 Holloway Road, Columbia, S.C. 29209 Staci Richey – Historian and Co-Author, Access Preservation Lydia Mattice Brandt, PhD – Architectural Historian and Co-Author, Independent Contractor Intentionally Left Blank This program receives Federal financial assistance for identification and protection of historic properties. Under Title VI of the Civil Rights Act of 1964, Section 504 of the Rehabilitation Act of 1973, and the Age Discrimination Act of 1975, as amended, the U.S. Department of the Interior prohibits discrimination on the basis of race, color, national origin, disability or age in its federally assisted programs. If you believe you have been discriminated against in any program, activity, or facility as described above, or if you desire further information, please write to: Office for Equal Opportunity National Park Service 1849 C Street, NW Washington, D.C. 20240 Table of Contents Acknowledgements Lists of Figures, Tables, and Maps Abbreviations Used in Notes and Text 1. Project Summary 1 2. Survey Methodology 4 3. Historic Context of Columbia 6 Colonial and Antebellum Columbia 6 Columbia from the Civil War through World War I 16 Columbia between the Wars: 1920s through World War II 35 Mid-Century Columbia: 1945-1975 44 Conclusion 76 4.