A Publication of the Lackawanna River Corridor Association
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Paper Is an Update of the Paper Presented by Dave Greenfield and Ron Ryczak of BAMR at the 2008 NAAMLP Conference in Durango, Colorado
Assessment of Fluvial Geomorphology Projects at Abandoned Mine Sites in 1 the Anthracite Region of Pennsylvania Dennis M. Palladino, P.E.² Pennsylvania Department of Environmental Protection Bureau of Abandoned Mine Reclamation 2 Public Square, Wilkes-Barre, PA 18701-1915 [email protected] (570) 830-3190 ABSTRACT Some watersheds have been so severely impacted by mining that the streams do not support aquatic life and can no longer accommodate flows or transport sediment. To fully recover the environmental resource of these scarred landscapes the land must be reclaimed and the streams reconstructed. As abandoned mine sites are being reclaimed to their approximate original contours, the hydrology of the watersheds will be returning to pre-mining conditions and generating base flows and storm discharges that residents may not have experienced in many years. A stable system will have to be designed to transport the flows and sediment while preventing erosion and flooding. Traditionally, rigid systems have been implemented that are rectangular or trapezoidal in shape and are constructed entirely of rock and concrete. These systems have a good survival rate but do not replace the resource that was lost during mining. In an attempt to reclaim the watersheds that were destroyed during mining to a natural state, the application of Fluvial Geomorphologic (FGM) techniques has been embraced at several sites in the Anthracite Region of Pennsylvania. These sites have had various degrees of success. All of the sites were designed based on bankfull conditions and were immediately successful in creating habitat for a wide variety of species. Some sites remained stable until damaged due to extreme discharge events where design, construction, or implementation flaws were revealed in regions above the bankfull elevation. -
Calendar No. 478
Calendar No. 478 111TH CONGRESS REPORT " ! 2d Session SENATE 111–228 ENERGY AND WATER DEVELOPMENT APPROPRIATIONS BILL, 2011 JULY 22, 2010.—Ordered to be printed Mr. DORGAN, from the Committee on Appropriations, submitted the following REPORT [To accompany S. 3635] The Committee on Appropriations reports the bill (S. 3635) mak- ing appropriations for energy and water development and related agencies for the fiscal year ending September 30, 2011, and for other purposes, favorably thereon and recommends that the bill do pass. Amount in new budget (obligational) authority, fiscal year 2011 Total of bill as reported to the Senate .................... $35,073,700,000 Amount of 2010 appropriations ............................... 33,978,000,000 Amount of 2011 budget estimate ............................ 35,878,274,000 Bill as recommended to Senate compared to— 2010 appropriations .......................................... ∂1,095,700,000 2011 budget estimate ........................................ ¥804,574,000 57–547 PDF CONTENTS Page Purpose ..................................................................................................................... 4 Summary of Estimates and Recommendations ..................................................... 4 Title I: Department of Defense—Civil: Department of the Army: Corps of Engineers—Civil: General Investigations ....................................................................... 14 Construction, General ........................................................................ 29 Flood Control, -
NPDES) INDIVIDUAL PERMIT to DISCHARGE STORMWATER from SMALL MUNICIPAL SEPARATE STORM SEWER SYSTEMS (Ms4s
3800-PM-BCW0200e Rev. 8/2019 COMMONWEALTH OF PENNSYLVANIA Permit DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF CLEAN WATER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) INDIVIDUAL PERMIT TO DISCHARGE STORMWATER FROM SMALL MUNICIPAL SEPARATE STORM SEWER SYSTEMS (MS4s) NPDES PERMIT NO. PAI132224 In compliance with the provisions of the Clean Water Act, 33 U.S.C. Section 1251 et seq. (“the Act”) and Pennsylvania’s Clean Streams Law, as amended, 35 P.S. Section 691.1 et seq., Lackawanna County 1280 Mid Valley Drive Jessup, PA 18434-1819 is authorized to discharge from a regulated small municipal separate storm sewer system (MS4) located in Lackawanna County to Roaring Brook (CWF, MF), Powderly Creek (CWF, MF), Lackawanna River (HQ-CWF, MF), Unnamed Tributary to Lucky Run (CWF, MF), Wildcat Creek (CWF, MF), Keyser Creek (CWF, MF), Unnamed Tributary to Stafford Meadow Brook (HQ-CWF, MF), and Unnamed Stream (CWF, MF) in Watersheds 5-A in accordance with effluent limitations, monitoring requirements and other conditions set forth herein. THIS PERMIT SHALL BECOME EFFECTIVE ON TBD THIS PERMIT SHALL EXPIRE AT MIDNIGHT ON TBD The authority granted by coverage under this Permit is subject to the following further qualifications: 1. The permittee shall comply with the effluent limitations and reporting requirements contained in this permit. 2. The application and its supporting documents are incorporated into this permit. If there is a conflict between the application, its supporting documents and/or amendments and the terms and conditions of this permit, the terms and conditions shall apply. 3. Failure to comply with the terms, conditions or effluent limitations of this permit is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or for denial of a permit renewal application. -
Chambers Creek
Section 3 - Physical and Environmental Inventory 3.1 Chambers Creek – Clover Creek Drainage Basin 3.2 Puyallup River Drainage Basin 3.3 Sewer Service Basins in the Puyallup and White River Drainage Basins 3.4 Nisqually River Drainage Basin 3.5 Kitsap Drainage Basin 3.6 City of Tacoma - North End WWTP 3.7 Joint Base Lewis Mcchord Sewer System – Tatsolo Point WWTP Pierce County Public Works and Utilities – Sewer Utility Unified Sewer Plan Update Section 3 Section 3 – Physical and Environmental Inventory Section 3 documents the land-use and environmental tenants of the four major basins in Pierce County and are organized around those basins. Chambers Creek – Clover Creek Drainage Basin - Section 3.1 Puyallup River Drainage Basin – Section 3.2 Nisqually River Drainage Basin – Section 3.4 Kitsap Drainage Basin – Section 3.5 3.1 Chambers Creek – Clover Creek Drainage Basin The Chambers Creek - Clover Creek Drainage Basin (Basin) is located in central Pierce County, between Puget Sound on the west and the ridge above the Puyallup River Valley on the east. Point Defiance and the southwest shore of Commencement Bay serve as the basin’s northern boundary, and the City of DuPont lies on the southern boundary. The basin encompasses approximately 104,258 acres (117 square miles) of land including the Cities of DuPont, including Northwest Landing, University Place, Lakewood, and Northwest Tacoma, Fircrest, the Towns of Ruston, and Steilacoom, as well as portions of Fort Lewis and McChord Military Reservations, and the unincorporated communities of South Hill, Frederickson, Mid County, Graham, Parkland, and Spanaway. 3.1.1 Topography Lowland topography is generally flat to gently rolling. -
Industrial Mineral Operators
INDUSTRIAL MINERAL OPERATORS N M D I U N S E T R R A I L A S TABLE 40 INDUSTRIAL MINERAL DEEP MINE OPERATORS Company License No. Name of Mine/Permit No. Armstrong County Bradys Bend Corporation 4-01877 Kaylor Mine #3/03950401 R.D . 1, Box 109 East Brady, PA 16028 Continental Clay Company 3-02855 Clay Mine/03920301 260 Oak Avenue Kittanning, PA 16201 M & M Lime Company, Inc. 3-02662 Lime R.D . 1, Box 257M Worthington, PA 16262 Butler County Winfield Mine Stone Co., Inc. Winfield 1295 Winfield Road Cabot, PA 16023 Bellefonte Lime Co ., Inc. 3-01684 Mines 1, 2, 3 & 4/1474301 P .O. Box 448 Gentzel Quany/1479401 Bellefonte, PA 16823 Mines 5 & 6/149$0301 Con-Lime, Inc. Rt . 550 South Bellefonte, PA 16823 Fayette County Commercial Stone Co ., Inc 3-00745 Springfield Pike/3372SM24 2200 Springfield Pike Connellsville, PA 15425 Coolspring Mining, Inc. 3-02135 Coolspring 1 Quarry/3374SM58T 1122 Jumonville Rd. Uniontown, PA 15401 Somerset County Keystone Lime Co., Inc. 3-00718 Buckeye Quarry/56940301 P .O. Box 278 Springs, PA 15562 Westmoreland County Pioneer Mid-Atlantic, Inc. ,3-00744 Whitney/65900403 & P .O. Box 173 Torrance Quarry 65900402 Blairsville, PA 15717 Ferrari B./Latrobe Construction Co. 3-02809 Longbridge/65930401 1 Marcia Street, P.O . Box 150 N M Latrobe, PA 15650 D I U N York County S E T R Southdown, Inc. 3-00729 Thomasville/4874SM2 R A Biesecker Road IL Thomasville, PA 17364 A S L TABLE 41 INDUSTRIAL MINERAL OPERATORS PRODUCING MORE THAN 2,000 TONS PER YEAR License Company Address City St Zip 3-02726 A. -
RULES and REGULATIONS Title 25—ENVIRONMENTAL PROTECTION DEPARTMENT of ENVIRONMENTAL PROTECTION [25 PA
1226 RULES AND REGULATIONS Title 25—ENVIRONMENTAL PROTECTION DEPARTMENT OF ENVIRONMENTAL PROTECTION [25 PA. CODE CH. 93] Corrective Amendment to 25 Pa. Code § 93.9j The Department of Environmental Protection (Department) has discovered a discrepancy between the agency text of 25 Pa. Code § 93.9j (relating to Drainage List J) as deposited with the Legislative Reference Bureau (Bureau) and published at 32 Pa.B. 4695, 4699 (September 28, 2002) and the official text as published in the Pennsylvania Code Reporter (Master Transmittal Sheet No. 337, December 2002), and as currently appearing in the Pennsylvania Code. When the amendments made by the Department at 32 Pa.B. 4695 were codified, an entry for the Lackawanna River in Luzerne County and an unnamed tributary to it were never deleted as proposed. Therefore, under 45 Pa.C.S. § 901: The Department has deposited with the Bureau a corrective amendment to 25 Pa. Code § 93.9j. The corrective amendment to 25 Pa. Code § 93.9j is effective as of December 7, 2002, the date the defective official text was announced in the Pennsylvania Bulletin. The correct version of 25 Pa. Code § 93.9j appears in Annex A, with ellipses referring to the existing text of the regulation. Annex A TITLE 25. ENVIRONMENTAL PROTECTION PART I. DEPARTMENT OF ENVIRONMENTAL PROTECTION Subpart C. PROTECTION OF NATURAL RESOURCES ARTICLE II. WATER RESOURCES CHAPTER 93. WATER QUALITY STANDARDS § 93.9j. Drainage List J. Susquehanna River Basin in Pennsylvania Lackawanna River Exceptions Water Uses To Specific Stream Zone County -
Download Proposed Regulation
REVISED 12/16 INDEØTg%ORV Regulatory Analysis Form (Completed by PromulgatingAgency) Wfl[: >ic (All Comments submitted on this regulation will appear on IRRC’s website) Mt. — 4 (1) Agency I Environmental Protection Thdepenqp Rf&uIt -Ui, Review r,.qu; (2) Agency Number: 7 Identification Number: 548 IRRC Number: (3) PA Code Cite: 25 Pa. Code Chapter 93 (4) Short Title: Water Quality Standards — Class A Stream Redesignations (5) Agency Contacts (List Telephone Number and Email Address): Primary Contact: Laura Edinger; 717.783.8727; ledingerpa.gov Secondary Contact: Jessica Shirley; 717.783.8727; jesshirleypa.gov (6) Type of Rulemaking (check applicable box): Proposed Regulation El Emergency Certification Regulation El Final Regulation El Certification by the Governor El Final Omitted Regulation El Certification by the Attorney General (7) Briefly explain the regulation in clear and nontechnical language. (100 words or less) The amendments to Chapter 93 reflect the list of recommended redesignations of streams as embedded in the attached Water Quality Standards Review Stream Redesignation Evaluation Report. The proposed regulation will update and revise stream use designations in 25 Pa. Code § 93.9d, 93.9f, 93.9j, 93.9k, 93.91, 93.9m, 93.9p, 93.9q, 93.9r, and 93.9t. These changes will not impose any new operating requirements on existing wastewater discharges or other existing activities regulated by the Department under existing permits or approvals. If a new, increased or additional discharge is proposed by a permit applicant, more stringent treatment requirements and enhanced best management practices (BMPs) may be necessary to maintain and protect the existing quality of those waters. -
April 24, 2010 (Pages 2077-2232)
Pennsylvania Bulletin Volume 40 (2010) Repository 4-24-2010 April 24, 2010 (Pages 2077-2232) Pennsylvania Legislative Reference Bureau Follow this and additional works at: https://digitalcommons.law.villanova.edu/pabulletin_2010 Recommended Citation Pennsylvania Legislative Reference Bureau, "April 24, 2010 (Pages 2077-2232)" (2010). Volume 40 (2010). 17. https://digitalcommons.law.villanova.edu/pabulletin_2010/17 This April is brought to you for free and open access by the Pennsylvania Bulletin Repository at Villanova University Charles Widger School of Law Digital Repository. It has been accepted for inclusion in Volume 40 (2010) by an authorized administrator of Villanova University Charles Widger School of Law Digital Repository. Volume 40 Number 17 Saturday, April 24, 2010 • Harrisburg, PA Pages 2077—2232 See Part II page 2211 Part I for the Environmental Quality Board’s Agencies in this issue Dam Safety and Waterway Management The Courts Delaware River Basin Commission Department of Banking Department of Environmental Protection Department of Health Department of Labor and Industry Department of Public Welfare Department of Revenue Department of Transportation Environmental Quality Board Executive Board Independent Regulatory Review Commission Insurance Department Pennsylvania Gaming Control Board Pennsylvania Municipal Retirement Board Pennsylvania Public Utility Commission State Board of Chiropractic State Board of Social Workers, Marriage and Family Therapists and Professional Counselors State Conservation Commission Detailed -
Profiles of Colorado Roadless Areas
PROFILES OF COLORADO ROADLESS AREAS Prepared by the USDA Forest Service, Rocky Mountain Region July 23, 2008 INTENTIONALLY LEFT BLANK 2 3 TABLE OF CONTENTS ARAPAHO-ROOSEVELT NATIONAL FOREST ......................................................................................................10 Bard Creek (23,000 acres) .......................................................................................................................................10 Byers Peak (10,200 acres)........................................................................................................................................12 Cache la Poudre Adjacent Area (3,200 acres)..........................................................................................................13 Cherokee Park (7,600 acres) ....................................................................................................................................14 Comanche Peak Adjacent Areas A - H (45,200 acres).............................................................................................15 Copper Mountain (13,500 acres) .............................................................................................................................19 Crosier Mountain (7,200 acres) ...............................................................................................................................20 Gold Run (6,600 acres) ............................................................................................................................................21 -
Highway and Bridge Projects With
Date: 5/28/20 3:53PM Page 1 of 74 Scranton/Wilke-Barre MPO TIP - Highway & Bridge Projects Lackawanna PennDOT Project Id: 7764 Project Administrator: PENNDOT Title: West Lackawanna Ave. Bridge over Conrail Railroad Improvement Type: Replace/Rehab State Route: 7302 Municipality: Scranton (CITY) Air Quality Status: Exempt from Regional Conformity Analysis Estimated Construction Bid Date: 8/22/24 Air Quality Exempt Reason: S19 - Widen narw. pave. or recon brdgs (No addtl lanes) Actual Construction Bid Date: Location: Lackawanna County, City of Scranton, State Route 7302 (West Lackawanna Avenue) Project Description: Bridge rehabilitation/replacement on State Route 7302 (West Lackawanna Avenue) over Conrail Railroad in the City of Scranton, Lackawanna County. Project Costs(In Thousands) Phase Fund 2021 2022 2023 2024 2025 - 2028 2029 - 2032 Final Design STU $0 $0 $120 $0 $0 $0 Final Design 185 $0 $0 $30 $0 $0 $0 Construction STU $0 $0 $0 $800 $0 $0 Construction 185 $0 $0 $0 $200 $0 $0 Federal: $0 $0 $120 $800 $0 $0 State: $0 $0 $30 $200 $0 $0 Local/Other: $0 $0 $0 $0 $0 $0 2021 2022 2023 2024 2025 - 2028 2029 - 2032 Period Totals: $0 $0 $150 $1,000 $0 $0 Total FFY 2021-2032 Cost $1,150 PennDOT Project Id: 7911 Project Administrator: PENNDOT Title: North Main Avenue Bridge over Leggetts Creek Improvement Type: Replace/Rehab State Route: 7302 Municipality: Scranton (CITY) Air Quality Status: Exempt from Regional Conformity Analysis Estimated Construction Bid Date: 8/22/24 Air Quality Exempt Reason: S19 - Widen narw. pave. or recon brdgs (No addtl lanes) Actual Construction Bid Date: Location: Lackawanna County, City of Scranton, North Main Avenue Bridge Project Description: Bridge rehabilitation/replacement on North Main Avenue Bridge over Leggetts Creek in the City of Scranton, Lackawanna County. -
Aylesworth Creek Lake Pennsylvania
AYLESWORTH CREEK LAKE, PA FACT SHEET as of February 2018 AUTHORIZATION: The project was authorized by the Flood Control Act of October 23, 1962 (Public Law 87-874). TYPE OF PROJECT: Flood Risk Management, Recreation and Environmental Stewardship. CONTRIBUTION TO CHESAPEAKE BAY: Contributes to Executive Order 13508 goals to protect habitat and water quality, and expand public access within the Chesapeake Bay watershed. PROJECT PHASE: Operation and Maintenance CONGRESSIONAL INTEREST: Senators Casey, Jr, and Toomey (PA) and Representative Marino (PA-10). NON-FEDERAL SPONSOR: None BACKGROUND: Aylesworth Creek Lake is located in Archbald Borough, PA, on Aylesworth Creek approximately one mile above its confluence with the Lackawanna River. The earth and rockfill dam has a maximum height above the streambed of 90 feet and a top length of 1,270 feet. An 80-foot-wide spillway, having a discharge capacity of 10,000 cubic feet per second, was cut in the south bank. The outlet conduit is uncontrolled and consists of a 490-foot-long, 36-inch- diameter vitrified clay pipe encased in reinforced concrete. The reservoir extends about 4,600 feet upstream and inundates 87 acres at spillway crest with an elevation of 1,150 feet above mean sea level. Flood control storage is 1,700 acre-feet, equivalent to 5.1 inches of runoff from the 6.2 square mile drainage area. An auxiliary dike was required on the north bank of Aylesworth Creek to prevent flow from the lake into the Mayfield Creek drainage basin during high lake elevations. The dike is 410 feet long and has a maximum height of 28 feet. -
Executive Summary Michel Creek Coking Coal Project Loop Ridge Mine
Google 2015 Project Description - Executive Summary Michel Creek Coking Coal Project Loop Ridge Mine August 2015 Project Description – Executive Summary Michel Creek Coking Coal Project Loop Ridge Mine Submitted to: BC Environmental Assessment Office 1st Floor 836 Yates Street PO Box 9426 Stn Prov Govt Victoria, BC, V8W 9V1 And Canadian Environmental Assessment Agency 410-701 West Georgia Street Vancouver, BC, T7Y 1C6 Submitted by: CanAus Coal Limited August 2015 Project Description Michel Creek Coking Coal Project Loop Ridge Mine 5000, Highway 43 Sparwood, B.C. Canada V0B 2G1 Contacts John Pumphrey Chief Operations Officer +1.778.518.0775 [email protected] Mark Vendrig Project Lead, Environmental Assessment and Permitting +1.604.657.2727 [email protected] August 2015 Page i Table of Contents 1 General Project Information ........................................................................................ 1 1.1 Introduction ....................................................................................................................... 1 1.2 The Proponent ................................................................................................................... 3 2 The Proposed Project .................................................................................................. 4 2.1 Mining Overview ................................................................................................................ 5 2.2 Project Schedule ..............................................................................................................