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The Conowingo Tunnel and the Anthracite Mine Flood-Control Project a Historical Perspective on a “Solution” to the Anthracite Mine Drainage Problem
The Conowingo Tunnel and the Anthracite Mine Flood-Control Project A Historical Perspective on a “Solution” to the Anthracite Mine Drainage Problem Michael C. Korb, P.E. Environmental Program Manager Pennsylvania Department of Environmental Protection Bureau of Abandoned Mine Reclamation (BAMR) Wilkes Barre District Office [email protected] www.depweb.state.pa.us Abstract Fifty-seven years ago, Pennsylvania’s Anthracite Mine Drainage Commission recommended that the Conowingo Tunnel, an expensive, long-range solution to the Anthracite Mine Drainage problem, be “tabled” and that a cheaper, short-range “job- stimulus” project be implemented instead. Today Pennsylvania’s anthracite region has more than 40 major mine water discharges, which have a combined average flow of more than 285,000 gallons per minute (GPM). Two of these average more than 30,000 GPM, 10 more of the discharges are greater than 6,000 GPM, while another 15 average more than 1,000 GPM. Had the Conowingo Tunnel Project been completed, most of this Pennsylvania Anthracite mine water problem would have been Maryland’s mine water problem. Between 1944 and 1954, engineers of the US Bureau of Mines carried out a comprehensive study resulting in more than 25 publications on all aspects of the mine water problem. The engineering study resulted in a recommendation of a fantastic and impressive plan to allow the gravity drainage of most of the Pennsylvania anthracite mines into the estuary of the Susquehanna River, below Conowingo, Maryland, by driving a 137-mile main tunnel with several laterals into the four separate anthracite fields. The $280 million (1954 dollars) scheme was not executed, but rather a $17 million program of pump installations, ditch installation, stream bed improvement and targeted strip-pit backfilling was initiated. -
Western Pennsylvania Historical Magazine Volume 18
INDEX WESTERN PENNSYLVANIA HISTORICAL MAGAZINE VOLUME 18 The names of contributors to the Western Pennsylvania Historical Magazine are printed in capitals and small capitals. The titles of books, periodicals, articles, and papers are inclosed in quotation marks. (R) indicates that the contribution is a review. Abbott, William H., 189 American Window Glass Co., manufactur- Addison, Alexander, sketch, 242 ing process, 37 Agriculture, western Pennsylvania, 86, 8fc- Americu8 Club of Pittsburgh, 3 90, 94-995 research, 162$ maize culti- Andrews, Isaac M., 191 vation, 234 Andrews, J. Cutler, speaker, 152 Algonquian Indians, archaeological remains, Andrews, J. Cutler, The Antimasonic 48} defined, 160 Movement in Western Pennsylvania, Aliquippa, public library archives, 218 255-266 Alison, Rev. , at Fort Burd, 119, 123 Anthony family, 275 Allegheny, region defined, 271 Antimasonic party, 260-266 Allegheny Cemetery, 17 Antimasonry, New York, 255, 257} Penn- Allegheny City, archives, 217 sylvania, 158, 255-266 * Allegheny College (Meadville), history, Apollonian Society, described, 131 159$ archives, 218 Archaeology, Pennsylvania, 48, 2325 Craw- Allegheny County, military and naval rec- ford County, 69} Erie County, 69} west- ords, 30 $ archives survey, 30, 210, 213, ern Pennsylvania, 304 214, 215$ foreign element, 43 j poli- Archibald, Patrick, cabin, 127 tics, 158, 244, 262, 264^ church Archives. See Historical Survey of Penn- archives, 218$ business records, 220 \j sylvania, various countries, states, and maps, 220 } taxes, 25cm} boundary, 274 counties Allegheny County Soldiers and Sailort Armagh, 276 Memorial Hall, archives, 218 Armstrong, Charles D., 234 Allegheny Observatory, telescope lenses, 39 Armstrong, Lieut. Edward, 271 Allegheny Portage Railroad, construction, Armstrong, James, 275 169 Armstrong, Col. -
Hanover Township Solomon Creek Sanitary Interceptor Rehabilitation Project Phase #1A/B & #2
DRAWING LIST CS COVER SHEET C100 OVERALL PLAN C101 FIRST STREET PLAN AND PROFILE C102 FIRST STREET PLAN AND PROFILE C103 DELANEY STREET PLAN AND PROFILE C901 DETAILS HANOVER TOWNSHIP SOLOMON CREEK SANITARY INTERCEPTOR REHABILITATION PROJECT PHASE #1A/B & #2 LIST OF UTILITIES AMERIGAS 1027 TEXAS PALMYRA HIGHWAY HONESDALE, PA 18431 CONTACT: CANDY BORTZ EMAIL: [email protected] FRONTIER COMMUNICATIONS OF PA INC. 67 S MAIN STREET SHICKSHINNY, PA 18655 CONTACT: JOHN BUGDONOVITCH EMAIL: [email protected] WYOMING VALLEY SANITARY AUTHORITY PO BOX 33A WILKES BARRE, PA 18703 CONTACT: RALPH BUSH EMAIL: [email protected] UGI PENN NATURAL GAS 1 UGI CENTER WILKES-BARRE, PA 18701 CONTACT: KIM SERIS EMAIL: [email protected] VERIZON PENNSYLVANIA LLC 100 S 6TH STREET VINELAND, NEW JERSEY 08360 CONTACT:BETH BALDWIN EMAIL: [email protected] HANOVER TOWNSHIP 1267 SANS SOUCI PARKWAY HANOVER TOWNSHIP, PA 18706 CONTACT: NED ZWIEBEL SERVICE ELECTRIC COMPANY 15 J CAMPBELL COLLINS DRIVE WILKES-BARRE, PA 18702 LOCATION MAP CONTACT:DAN HOLMES EMAIL: [email protected] UGI UTILITIES 1 UGI CENTER WILKES BARRE, PA 18711 CONTACT: JEREMY BOECKER EMAIL: [email protected] PENNSYLVANIA AMERICAN WATER 2699 STAFFORD AVENUE SCRANTON, PENNSYLVANIA 18507 CONTACT;MARK BALOH EMAIL: [email protected] PAOCS NUMBER: 20180180793 CALL BEFORE YOU DIG! PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS IN DESIGN STAGE - STOP CALL Pennsylvania One Call System, Inc. www.borton-lawson.com 1-800-242-1776 BETHLEHEM ● PITTSBURGH ● STATE COLLEGE ● WILKES - BARRE REVISIONS 8/10/2017 1:28 PM - NO. DATE DESCRIPTION SEAL DRAWN BY MAG CHECKED BY DMW DATE FEBRUARY 5, 2018 PROJECT NUMBER 2016-2215-018 DRAWING NUMBER P:\2016\2215\018\02-CADD\SHEET\Cover.dwg CS GENERAL NOTES: SEWAGE DIVERSION NOTES: FEATURES LEGEND 1. -
March 8, I 877J
March 8, I 877J 1VATURE 4or logical Council to the Scottis~ Meteorol~gical Soc_iety, as are "vVe do not deny that an elementary body may in certain necessary for obtaining observations at stations reqmred for the cases give different spectra. The absorption spectrum of iodine, purposes of the Council ; for securing the pmper inspection of for instance, is quite different from its emission spectrum stations the registers from which are required for the general obtained by means of the electric spark. All bodies existing in purposes of the Council ; for t~e needful compilati?n and c_h~ck different allotropic states will give different spectra correspond of such registers ; and for meetmg other charges directly ansmg ing to these different allotropic states provided that the allotropic from these services ; or for special researches couducted. by the states still exist at the temperature of incandescence. Society with the approval of the Council ; but that no grants should. be made to ordinary observers, nor for any general pur "Oxygen, for instance, would present two different absorption poses of the society which lie beyond the scope of the operations spectra, one belonging to oxygen the other to ozone. But as to be placed under the Council. ozone is destroyed at a high temperature, only one spectrum of 23. We think that the same principle should be applied to all incandescent oxygen can exist. simil!lr local bodies interested in the study of Meteorology ; so " Sulphur in the solid state exists in different allotropic states, that, in fact, no payments should. be made to them except for and some observations lead us to believe that even as a gas it results sought for by the Council. -
Scranton Throop W 11 58 Jefferson
MPMS# PROJECT: I-81 Detector System - Pittston to Clarks Summit 4 COUNTY: Lackawanna CATEGORY: ITS MUNICIPALITY: FUNCTIONAL CLASS: 11 S.R.: 0081 Segment: 1860 NHS: Yes DESCRIPTION: I-81 Pittston to Clarks Summit - Detector system at each interchange (2 detectors each direction = 4 X $30K each x 15 exits) PROJECT NEED: TRAFFIC FACILITY ENVIRONMENT COMMUNITY PROJECT PRIORITY Criteria 1: 3 AADT: 81716 Bridges Affected: 14 Wetland: Yes Comp Plan Zone: MDIA Criteria 2: 2 AATT: 15116 SD Bridge Present? N Streams: No Transit: Yes Criteria 3: 2 Truck %: 19 Min Sufficiency Rating: 51.8 Flood Plain: Yes EJ Pop: Yes Criteria 4: 2 2009 V/C: 0.93 Max Detour Length (miles): 99 Historic: Yes TUP Pop: Yes Criteria 5: 3 2030 V/C: 1.97 Min. IRI: 1 Section 4F: Yes Criteria 6: 2 524 TOTAL: 14 Crash DELTA: 0.59 Signals Affected: QR 0 Note: RANK: 54 ESTIMATED 2011-2014 2015-2016632 2017-2018 QR6322019-2022 2023-2030 TOTAL TIP QR DATES $0.00 $0.00 $3,800,000.00 $0.00 $0.00 $3,800,000.00 Let: QR347 6 £11 ¤ 247QR 6 FUNDING SUMMARY ¤£ i Completion: r v e R 307 46 8006 aw na QR CLARKS N ck an SCOTT La ARCHBALD 307 SUMMIT O BLAKELY UV T D Y R A A H D L IELD 14 43 S Y NE RF 6 º L A A F G AV LOCATION ¤£ 34 R D O 62958 DICKSON 47 R T JESSUP ASSET MGMT E CITY S 57487 S N NEWTOND T I R ACRE A BRIDGE NEWT 200 M O L N 32 247 CMAQ B RD D 13 HILL 7912 L 80797 UV M M L R e E g CONNECTOR C O R g S k OLYPHANT U ert C ree H N A ENHANCEMENT URCH MILWA 8212 A HILL UK L D E M H R R ARS OO 247 SAFETY D E - 476 W QR R N R D TRANSIT O D ¨¦§ T SCRANTON THROOP W 11 58 JEFFERSON E £ -
Abandoned Mine Drainage Workgroup Overview
ABANDONED MINE DRAINAGE The headwaters of the Schuylkill River are located in the serene mountain valleys of Schuylkill County, Pennsylvania. An area rich in scenic beauty and coal mining history, the Little Schuylkill and Upper Schuylkill Rivers are designated cold-water fisheries, and the Schuylkill main stem is a State Scenic River at the confluence of these two tributary waterways. Abandoned Mine Drainage (AMD) is the primary cause of pollution in the Schuylkill River headwaters and the biggest source of metals downstream. AMD is created deep below the ground in abandoned mines where streams, groundwater, and stormwater fill tunnels that were once kept dry by active pumping operations. Water and oxygen react with lingering iron sulfide (pyrite) producing metal-laden and sometimes highly acidic discharges that exit the tunnels in telltale orange and silver plumes, easily visible in these regional surface waters. Abandoned mine discharge Schuylkill PottsvillPottsville River Watershed NJ S Reading ch uy Pottstown lk ill Trenton Riv e Norri r Norristown r PA e iv Philadelphia R Camden re wa N Wilmington la e DE D W E MD S Abandoned mine tunnel AMD interferes with vegetative growth and reproduction of aquatic animals by armoring the streambed with deposits of iron and other metals. Acidity and metals impair both surface and ground drinking water resources and quickly corrode pipes and industrial mechanisms. Unattractive waterways marred by AMD can hinder tourism and recreational opportunities like fishing, boating, and swimming that attract so many people to visit, vacation, and reside in this region. Passive AMD treatment system AMD treatment is expensive, but so is the economic and environmental damage that results from untreated AMD. -
Susquehanna Riyer Drainage Basin
'M, General Hydrographic Water-Supply and Irrigation Paper No. 109 Series -j Investigations, 13 .N, Water Power, 9 DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY CHARLES D. WALCOTT, DIRECTOR HYDROGRAPHY OF THE SUSQUEHANNA RIYER DRAINAGE BASIN BY JOHN C. HOYT AND ROBERT H. ANDERSON WASHINGTON GOVERNMENT PRINTING OFFICE 1 9 0 5 CONTENTS. Page. Letter of transmittaL_.__.______.____.__..__.___._______.._.__..__..__... 7 Introduction......---..-.-..-.--.-.-----............_-........--._.----.- 9 Acknowledgments -..___.______.._.___.________________.____.___--_----.. 9 Description of drainage area......--..--..--.....-_....-....-....-....--.- 10 General features- -----_.____._.__..__._.___._..__-____.__-__---------- 10 Susquehanna River below West Branch ___...______-_--__.------_.--. 19 Susquehanna River above West Branch .............................. 21 West Branch ....................................................... 23 Navigation .--..........._-..........-....................-...---..-....- 24 Measurements of flow..................-.....-..-.---......-.-..---...... 25 Susquehanna River at Binghamton, N. Y_-..---...-.-...----.....-..- 25 Ghenango River at Binghamton, N. Y................................ 34 Susquehanna River at Wilkesbarre, Pa......_............-...----_--. 43 Susquehanna River at Danville, Pa..........._..................._... 56 West Branch at Williamsport, Pa .._.................--...--....- _ - - 67 West Branch at Allenwood, Pa.....-........-...-.._.---.---.-..-.-.. 84 Juniata River at Newport, Pa...-----......--....-...-....--..-..---.- -
Natural Areas Inventory of Bradford County, Pennsylvania 2005
A NATURAL AREAS INVENTORY OF BRADFORD COUNTY, PENNSYLVANIA 2005 Submitted to: Bradford County Office of Community Planning and Grants Bradford County Planning Commission North Towanda Annex No. 1 RR1 Box 179A Towanda, PA 18848 Prepared by: Pennsylvania Science Office The Nature Conservancy 208 Airport Drive Middletown, Pennsylvania 17057 This project was funded in part by a state grant from the DCNR Wild Resource Conservation Program. Additional support was provided by the Department of Community & Economic Development and the U.S. Fish and Wildlife Service through State Wildlife Grants program grant T-2, administered through the Pennsylvania Game Commission and the Pennsylvania Fish and Boat Commission. ii Site Index by Township SOUTH CREEK # 1 # LITCHFIELD RIDGEBURY 4 WINDHAM # 3 # 7 8 # WELLS ATHENS # 6 WARREN # # 2 # 5 9 10 # # 15 13 11 # 17 SHESHEQUIN # COLUMBIA # # 16 ROME OR WELL SMITHFI ELD ULSTER # SPRINGFIELD 12 # PIKE 19 18 14 # 29 # # 20 WYSOX 30 WEST NORTH # # 21 27 STANDING BURLINGTON BURLINGTON TOWANDA # # 22 TROY STONE # 25 28 STEVENS # ARMENIA HERRICK # 24 # # TOWANDA 34 26 # 31 # GRANVI LLE 48 # # ASYLUM 33 FRANKLIN 35 # 32 55 # # 56 MONROE WYALUSING 23 57 53 TUSCARORA 61 59 58 # LEROY # 37 # # # # 43 36 71 66 # # # # # # # # # 44 67 54 49 # # 52 # # # # 60 62 CANTON OVERTON 39 69 # # # 42 TERRY # # # # 68 41 40 72 63 # ALBANY 47 # # # 45 # 50 46 WILMOT 70 65 # 64 # 51 Site Index by USGS Quadrangle # 1 # 4 GILLETT # 3 # LITCHFIELD 8 # MILLERTON 7 BENTLEY CREEK # 6 # FRIENDSVILLE # 2 SAYRE # WINDHAM 5 LITTLE MEADOWS 9 -
Social Studies Grade 3
Planned Course of Study Social Studies Grade 3 NORTHWESTERN LEHIGH SCHOOL DISTRICT 6493 ROUTE 309 NEW TRIPOLI, PA 18066 NORTHWESTERN LEHIGH SCHOOL BOARD 2020 Willard Dellicker, President Todd Hernandez, Vice President John Casciano, Secretary Marci Piesciencski, Treasurer Joseph Fatzinger Todd Leiser Alan Rex Rachael Scheffler James Warfel, Ed.D. John E. Freund III, Esq., Solicitor ADMINISTRATION Jennifer Holman, Superintendent Dr. Troy Sosnovik, Assistant Superintendent Andrea Edmonds, Director of Pupil Services Luann E. Matika, Director of Human Resources LeAnn M. Stitzel, Director of Curriculum and Instruction Aileen Yadush, High School Principal Donald Allen, High School Assistant Principal William Dovico, Middle School Principal Amy Stauffenberg, Middle School Assistant Principal Jill Berlet, Elementary Principal Maria Pulli, Elementary Principal INTRODUCTION The Grade 3 Social Studies curriculum guide contains planned course formats for the Northwestern Lehigh School District. The content of this document describes the objectives, activities, assessments, content, time frame, and standard alignment that serve as a guide to the specific units of study offered in Grade 3 Social Studies. The Grade 3 Social Studies curriculum guide is the product of much diligent work on the part of the following staff members of the Task Force: Marissa Bartholomew Patricia Holmes Cathy Clifford Melissa Kerschner Jacob Davis Marion Miller Alyssa Hansen Tara Reigle Tracy Heffelfinger Melanie Urso This document reflects their efforts to establish a well-defined and organized approach to teaching Social Studies in the Northwestern Lehigh School District. Approved by Northwestern Lehigh School District Board of Education May 2020 GRADE 3 SOCIAL STUDIES Unit (Big Idea): Civics & Government in Pennsylvania PA Standards: 5.1.3.A.: Explain the purposes of rules, laws, and consequences. -
Upper Susquehanna River Basin Flood Damage Reduction Study
Final Fish and Wildlife Coordination Act Report Upper Susquehanna Comprehensive Flood Damage Reduction Study Prepared For: U.S. Army Corps of Engineers Prepared By: Department of the Interior U.S. Fish and Wildlife Service New York Field Office Cortland, New York Preparers: Anne Secord & Andy Lowell New York Field Office Supervisor: David Stilwell February 2019 EXECUTIVE SUMMARY Flooding in the Upper Susquehanna watershed of New York State frequently causes damage to infrastructure that has been built within flood-prone areas. This report identifies a suite of watershed activities, such as urban development, wetland elimination, stream alterations, and certain agricultural practices that have contributed to flooding of developed areas. Structural flood control measures, such as dams, levees, and floodwalls have been constructed, but are insufficient to address all floodwater-human conflicts. The U.S. Army Corps of Engineers (USACE) is evaluating a number of new structural and non-structural measures to reduce flood damages in the watershed. The New York State Department of Environmental Conservation (NYSDEC) is the “local sponsor” for this study and provides half of the study funding. New structural flood control measures that USACE is evaluating for the watershed largely consist of new levees/floodwalls, rebuilding levees/floodwalls, snagging and clearing of woody material from rivers and removing riverine shoals. Non-structural measures being evaluated include elevating structures, acquisition of structures and property, relocating at-risk structures, developing land use plans and flood proofing. Some of the proposed structural measures, if implemented as proposed, have the potential to adversely impact riparian habitat, wetlands, and riverine aquatic habitat. In addition to the alternatives currently being considered by the USACE, the U.S. -
Luzerne County Act 167 Phase II Stormwater Management Plan
Executive Summary Luzerne County Act 167 Phase II Stormwater Management Plan 613 Baltimore Drive, Suite 300 Wilkes-Barre, PA 18702 Voice: 570.821.1999 Fax: 570.821.1990 www.borton-lawson.com 3893 Adler Place, Suite 100 Bethlehem, PA 18017 Voice: 484.821.0470 Fax: 484.821.0474 Submitted to: Luzerne County Planning Commission 200 North River Street Wilkes-Barre, PA 18711 June 30, 2010 Project Number: 2008-2426-00 LUZERNE COUNTY STORMWATER MANAGEMENT PLAN EXECUTIVE SUMMARY – INTRODUCTION 1. Introduction This Stormwater Management Plan has been developed for Luzerne County, Pennsylvania to comply with the requirements of the 1978 Pennsylvania Stormwater Management Act, Act 167. This Plan is the initial county-wide Stormwater Management Plan for Luzerne County, and serves as a Plan Update for the portions or all of six (6) watershed-based previously approved Act 167 Plans including: Bowman’s Creek (portion located in Luzerne County), Lackawanna River (portion located in Luzerne County), Mill Creek, Solomon’s Creek, Toby Creek, and Wapwallopen Creek. This report is developed to document the reasoning, methodologies, and requirements necessary to implement the Plan. The Plan covers legal, engineering, and municipal government topics which, combined, form the basis for implementation of a Stormwater Management Plan. It is the responsibility of the individual municipalities located within the County to adopt this Plan and the associated Ordinance to provide a consistent methodology for the management of stormwater throughout the County. The Plan was managed and administered by the Luzerne County Planning Commission in consultation with Borton-Lawson, Inc. The Luzerne County Planning Commission Project Manager was Nancy Snee. -
Shoup's Run Watershed Association
11/1/2004 Shoup Run Watershed Restoration Plan Developed by the Huntingdon County Conservation District for The Shoup Run Watershed Association Introduction Watershed History The Shoup Run, locally known as Shoup’s Run, watershed drains approximately 13,746 acres or 21.8 square miles, in the Appalachian Mountain, Broad Top region of the Valley-Ridge Physiographic Province. Within this province, the area lies within the northwestern section of the Broad Top Mountain Plateau. This area is characterized by narrow valleys and moderately steep mountain slopes. Shoup Run is located in Huntingdon County, but includes drainage from portions of Bedford County. Shoup Run flows into the Raystown Branch of the Juniata River near the community of Saxton at river mile 42.4. Shoup Run has five named tributaries (Figure 1). Approximately 10% of the surface area of the Shoup Run basin has been surface mined. Much of the mining activity was done prior to current regulations and few of the mines were reclaimed to current specifications. Surface mining activity ended in the early 1980’s. There is currently no active mining in the watershed. Deep mines underlie approximately 12% of the Shoup Run watershed. Many abandoned deep mine entries and openings still exist in the Shoup Run Basin. Deep mining was done below the water table in many locations. In order to dewater the mines, drifts were driven into the deep mines to allow water to flow down slope and out of many of the mines. The bedrock in this area is folded and faulted. Tunnels were driven through many different lithologies to allow drainage.