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Regional Chesapeake Bay Pollutant Reduction Plan for Wyoming Valley Sanitary Authority (Wvsa)
369 East Park Drive Harrisburg, PA 17111 (717) 564-1121 www.hrg-inc.com August 2017 REGIONAL CHESAPEAKE BAY POLLUTANT REDUCTION PLAN FOR WYOMING VALLEY SANITARY AUTHORITY (WVSA) PREPARED FOR: WVSA LUZERNE COUNTY, PENNSYLVANIA HRG Project No. R005655.0426 ©Herbert, Rowland & Grubic, Inc., 2017 REGIONAL CHESAPEAKE BAY POLLUTANT REDUCTION PLAN FOR WYOMING VALLEY SANITARY AUTHORITY, LUZERNE COUNTY, PENNSYLVANIA TABLE OF CONTENTS Executive Summary Introduction Section A – Public Participation Section B – Maps Section C – Pollutants of Concern Section D – Existing Pollutants of Concern Loading D.1 Baseline Pollutant Load Calculation D.2 Baseline Adjustment Section E – Select BMPs to Achieve the Minimum Required Reductions in Pollutant Loading E.1 Pollutant Reduction Requirements E.2 Proposed BMPs E.3 Partnerships E.4 Reportable BMPs Section F – Funding Mechanism Section G – BMP Operations and Maintenance (O&M) Appendices Appendix I – MS4 Permittee Participant List Appendix II – Public Comment Documentation Appendix III – Impaired Sewershed Maps Appendix IV – MS4 Municipal Requirements Appendix V – Existing Pollutant Loading Calculations Appendix VI – Pollutant Load Reduction Requirements BMP Strategy Pollutant Load Reduction Calculations Appendix VII – BMP Schematic Construction Details Regional Chesapeake Bay Pollutant Reduction Plan Wyoming Valley Sanitary Authority, Luzerne County, Pennsylvania Page 1 Executive Summary The Wyoming Valley Sanitary Authority (WVSA) has expanded their purpose and powers to include stormwater management. This -
Anthracite Mine Drainage Strategy Summary
Publication 279a Susquehanna Anthracite Region December 2011 River Basin Commission Mine Drainage Remediation Strategy SUMMARY In 2009, SRBC initiated the he largest source of Anthracite Coal challenging and ambitious one, especially Susquehanna River Basin Twithin the United States is found in light of current funding limitations. Anthracite Region Strategy, which in the four distinct Anthracite Coal However, opportunities exist in the is based on a similar scope of work Fields of northeastern Pennsylvania. Anthracite Coal Region that could completed for the West Branch The four fields – Northern, Eastern- encourage and assist in the restoration Susquehanna Subbasin in 2008. Middle, Western-Middle, and Southern of its lands and waters. – lie mostly in the Susquehanna River In the Anthracite Region, SRBC Basin; the remaining portions are in the For example, the numerous underground is coordinating its efforts with the Delaware River Basin. The Susquehanna mine pools of the Anthracite Region hold Eastern Pennsylvania Coalition watershed portion covers about 517 vast quantities of water that could be for Abandoned Mine Reclamation square miles (Figure 1). utilized by industry or for augmenting (EPCAMR). Sharing data between streamflows during times of drought. EPCAMR’s Anthracite Region The sheer size of these four Anthracite In addition, the large flow discharges Mine Pooling Mapping Initiative Coal Fields made this portion of indicative of the Anthracite Region also and SRBC’s remediation strategy Pennsylvania one of the most important hold hydroelectric development potential is valuable in moving both resource extraction regions in the United that can offset energy needs and, at the initiatives forward. Both agencies States and helped spur the nation’s same time, assist in the treatment of the will continue to work together Industrial Revolution. -
Federal Register/Vol. 77, No. 215/Tuesday, November 6, 2012
Federal Register / Vol. 77, No. 215 / Tuesday, November 6, 2012 / Rules and Regulations 66555 General Services the authority to issue substantive. This final rule is also remain qualified for participation in the regulations under Public Law 111–178, exempt from Regulatory Flexibility Act National Flood Insurance Program the Special Agent Samuel Hicks per 5 U.S.C. 553 (a)(2), because it (NFIP). Families of Fallen Heroes Act, codified applies to agency management or DATES: The date of issuance of the Flood at 5 U.S.C. 5724d, relating to the personnel. However, this final rule is Insurance Rate Map (FIRM) showing payment of certain expenses when a being published to provide transparency BFEs and modified BFEs for each covered employee dies as a result of in the promulgation of Federal policies. community. This date may be obtained injuries sustained in the performance of by contacting the office where the maps his or her official duties. The overall E. Paperwork Reduction Act are available for inspection as indicated implementing authority is the FTR, The Paperwork Reduction Act does in the table below. codified in Title 41 of the Code of not apply because the changes to the Federal Regulations, Chapters 300–304 FTR do not impose recordkeeping or ADDRESSES: The final BFEs for each (41 CFR Chapters 300–304). information collection requirements, or community are available for inspection This final rule incorporates language the collection of information from at the office of the Chief Executive based on Public Law 111–178, the offerors, contractors, or members of the Officer of each community. -
SRBC 2011 Anthracite Region Mine Drainage Remediation Strategy
December 2011 Susquehanna Publication 279 River Basin Anthracite Region Commission Mine Drainage Remediation Strategy About this Report he largest source of Anthracite Coal in light of current funding limitations. Twithin the United States is found However, opportunities exist in the This technical report, Anthracite in the four distinct Anthracite Coal Anthracite Coal Region that could Region Mine Drainage Fields of northeastern Pennsylvania. encourage and assist in the restoration The four fields – Northern, Eastern- of its lands and waters. Remediation Strategy, includes: Middle, Western-Middle, and Southern – lie mostly in the Susquehanna River For example, the numerous underground introduction to the region’s Basin; the remaining portions are in the mine pools of the Anthracite Region hold geology & mining history; Delaware River Basin. The Susquehanna vast quantities of water that could be mining techniques and watershed portion covers nearly 517 utilized by industry or for augmenting square miles (Figure 1). streamflows during times of drought. impacts; In addition, the large flow discharges strategy methodology; The sheer size of these four Anthracite indicative of the Anthracite Region also discussion of data findings; Coal Fields made this portion of hold hydroelectric development potential Pennsylvania one of the most important that can offset energy needs and, at the basin-scale restoration plan; resource extraction regions in the United same time, assist in the treatment of the and States and helped spur the nation’s utilized AMD discharge. recommendations. Industrial Revolution. Anthracite Coal became the premier fuel source of To help address the environmental nineteenth and early twentieth century impacts while promoting the resource America and heated most homes and development potential of the Anthracite businesses. -
Wyoming Valley, Pennsylvania Flood Operations Plan Wyoming Valley, Pennsylvania Flood Operations Plan
Wyoming Valley, Pennsylvania Flood Operations Plan 44 TOP OF FLOOD / FLOODWALL ELEVATION VARIES 43 "FREEBOARD ZONE" 42 MAXIMUM EFFECTIVE DESIGN FLOOD PROTECTION. 41 WILKES - BARRE - LCFPA INSTALLS COURTHOUSE NORTH LAWN CLOSURE 40 WYOMING - LCFPA INSTALLS CLOSURE ON SIDEWALK AT 12 TUBES ON RT. 11. 39 EMBANKMENT PLYMOUTH - LCFPA INSTALLS CLOSURES AT BEADE STREET & OTSEGO 38 NORTH RR STREET. LAKE EXETER - LCFPA INSTALLS WILKERN ST. CLOSURE 37 EXETER - LCFPA INSTALLS OLD POCONO NORTHEAST RR CLOSURE AT RT 92. COOPERSTOWN WILKES-BARRE & EDWARDSVILLE - LCFPA INSTALL CLOSURES AT NORFOLK SOUTHERN RR 36 TRACKS. WEST WYOMING - LCFPA INSTALLS CLOSURE AT OLD LEHIGH VALLEY RR TRACKS. HANOVER TWP. - DUNDEE AREA INUNDATION BEGINS. EDWARDSVILLE - RT. 11 INUNDATED. 35 R. NESCOPECK BOROUGH - INUNDATION BEGINS N A AN WILKES - BARRE - LCFPA INSTALLS PEDESTRIAN CLOSURE IN FLOODWALL AT RIVERSIDE DR. & MARKET ST. BRIDGE CLOSURE. 126 MILESEH 34 EDWARDSVILLE - LCFPA INSTALLS CLOSURE AT RT. 11 KINGSTON - LCFPA INSTALLS MARKET ST. BRIDGE CLOSURE. SUS QU VESTAL BINGHAMTON MAJOR FLOOD STAGE WILKES - BARRE - LCFPA INSTALLS CLOSURE AT COURTHOUSE ON NORTH ST. 33 MILES CHE ELMIRA MU 50 WYOMING - LCFPA INSTALLS CLOSURE AT OLD DL & W R.R. TRACKS. NG CHEMUNG 32 R. CONKLIN LEVEE WILKES-BARRE - HOLLENBACK PARK FLOODS. EDWARDSVILLE - MARK PLAZA FLOODS. DURYEA - COXTON RD. FLOODING. HANOVER TWP. - NO LCFPA INSTALLS CLOSURE 31 GREAT BEND AT NORFOLK SOUTHERN RR & SOLOMON CREEK PUMP STATION. WEST PITTSTON - SUSQUEHANNA AVE. FLOODING. RT WILKES-BARRE - C.H. SUBBASEMENT FLOODS, BROOKSIDE (WB) - FLOOD PROTECTION SYS. ACTIVATED. LCFPA INSTALLS H 30 FT. + MAJOR FLOOD STAGE 30 PORTAL GATES AT RIVERFRONT PARK. RT. 11, AVONDALE INUNDATED. SHICKSKINNY - MAIN ST. -
Introduction to Study Area
INTRODUCTION PURPOSE AND SCOPE Skelly and Loy, under contract to the Pennsylvania Department of Environmental Resources (hereafter referred to in this report as the Department), and with the cooperation of various Federal, State, and private groups, has conducted an acid mine drainage feasibility study in the Newport Creek Watershed, Luzerne County, Pennsylvania. The principal objectives of this study were to: 1) locate and monitor all mine drainage discharges and their affects on stream water quality; 2) locate surface water losses to deep mines; 3) describe the origin and cause of AMD formation; and 4) offer abatement recommendations to eliminate or reduce AMD pollution in the Newport Creek Watershed. In the initial phases of this study, a network of sample stations was developed following field reconnaissance. The method of flow measurement (V-notched weirs or cross sections), was designated during field exploration. The original sampling stations were established during low flow conditions and new sample stations were added where required as the study progressed. Two samples were taken at each station on a monthly basis. One of the two samples was acidified with hydrochloric acid in the field. The samples were tested for pH, acidity, alkalinity, total and ferrous iron, and sulfate. Flows and AMD loadings were calculated after each sampling round. Initial reconnaissance and subsequent detailed field explorations located the major pollution sources. These sources were evaluated to determine the nature and extent of pollution. Five (5) months after initiation of the study abatement plans were formulated for those sites where relatively high benefits will accrue, and where sufficient data had been collected. -
Final SUSQUEHANNA RIVER METALS TMDL Luzerne County
Final SUSQUEHANNA RIVER METALS TMDL Luzerne County For Mine Drainage Affected Segments Prepared by: Pennsylvania Department of Environmental Protection February 19, 2009 1 TABLE OF CONTENTS Introduction................................................................................................................................. 3 Directions to the Susquehanna River.......................................................................................... 3 Watershed Characteristics........................................................................................................... 4 Segments addressed in this TMDL............................................................................................. 4 Clean Water Act Requirements .................................................................................................. 6 Section 303(d) Listing Process ................................................................................................... 7 Basic Steps for Determining a TMDL........................................................................................ 7 AMD Methodology..................................................................................................................... 8 TMDL Endpoints...................................................................................................................... 10 TMDL Elements (WLA, LA, MOS) ........................................................................................ 10 Allocation Summary................................................................................................................ -
Chapter 93: Pennsylvania Water Quality Standards
Presented below are water quality standards that are in effect for Clean Water Act purposes. EPA is posting these standards as a convenience to users and has made a reasonable effort to assure their accuracy. Additionally, EPA has made a reasonable effort to identify parts of the standards that are not approved, disapproved, or are otherwise not in effect for Clean Water Act purposes. Pennsylvania Code, Chapter 93 Water Quality Standards Effective March 19, 2021 The following provisions are in effect for Clean Water Act purposes with the exception of these three provisions that EPA disapproved: The addition of the human health criterion for chlorophenoxy herbicide (2,4‐D) to Table 5 The revision to the designated use for Chester Creek (Basin), (locally known as Goose Creek basin, Source to East Branch Chester Creek) from Trout Stocking, Migratory Fish (TSF,MF) to Warm Water Fishes, MF (WWF, MF) The revision to the designated use for Reynold’s Run (Basin) from High Quality Waters, Cold Water Fishes (HQ‐CWF, MF) to High Quality Waters, Trout Stocking (HQ‐TSF, MF) Ch. 93 WATER QUALITY STANDARDS 25 CHAPTER 93. WATER QUALITY STANDARDS GENERAL PROVISIONS Sec. 93.1. Definitions. 93.2. Scope. 93.3. Protected water uses. 93.4. Statewide water uses. ANTIDEGRADATION REQUIREMENTS 93.4a. Antidegradation. 93.4b. Qualifying as High Quality or Exceptional Value Waters. 93.4c. Implementation of antidegradation requirements. 93.4d. Processing of petitions, evaluations and assessments to change a designated use. 93.5. [Reserved]. WATER QUALITY CRITERIA 93.6. General water quality criteria. 93.7. Specific water quality criteria. -
NEWPORT CREEK WATERSHED AMD TMDL Luzerne County
NEWPORT CREEK WATERSHED AMD TMDL Luzerne County Prepared for: Pennsylvania Department of Environmental Protection September 1, 2008 TABLE OF CONTENTS INTRODUCTION .......................................................................................................................... 1 Location ...................................................................................................................................... 1 Hydrology, Geology and Land Use ............................................................................................ 2 Segments Addressed in this TMDL............................................................................................ 2 Clean Water Act Requirements .................................................................................................. 3 Section 303(d) Listing Process ................................................................................................... 4 Basic Steps for Determining a TMDL........................................................................................ 5 Watershed History ...................................................................................................................... 5 METALS AND ACIDITY TMDL DETERMINATION............................................................... 6 TMDL Endpoints........................................................................................................................ 7 TMDL Elements (WLA, LA, MOS).......................................................................................... -
Anthracite Mine Drainage Strategy
December 2011 Susquehanna Publication 279 River Basin Anthracite Region Commission Mine Drainage Remediation Strategy About this Report he largest source of Anthracite Coal in light of current funding limitations. Twithin the United States is found However, opportunities exist in the This technical report, Anthracite in the four distinct Anthracite Coal Anthracite Coal Region that could Region Mine Drainage Fields of northeastern Pennsylvania. encourage and assist in the restoration The four fields – Northern, Eastern- of its lands and waters. Remediation Strategy, includes: Middle, Western-Middle, and Southern – lie mostly in the Susquehanna River For example, the numerous underground introduction to the region’s Basin; the remaining portions are in the mine pools of the Anthracite Region hold geology & mining history; Delaware River Basin. The Susquehanna vast quantities of water that could be mining techniques and watershed portion covers nearly 517 utilized by industry or for augmenting square miles (Figure 1). streamflows during times of drought. impacts; In addition, the large flow discharges strategy methodology; The sheer size of these four Anthracite indicative of the Anthracite Region also discussion of data findings; Coal Fields made this portion of hold hydroelectric development potential Pennsylvania one of the most important that can offset energy needs and, at the basin-scale restoration plan; resource extraction regions in the United same time, assist in the treatment of the and States and helped spur the nation’s utilized AMD discharge. recommendations. Industrial Revolution. Anthracite Coal became the premier fuel source of To help address the environmental nineteenth and early twentieth century impacts while promoting the resource America and heated most homes and development potential of the Anthracite businesses. -
Susquehanna River Flood Inundation Mapping Wyoming Valley Columbia, Luzerne, Montour, Northumberland, and Snyder Counties, Pennsylvania
SUSQUEHANNA RIVER FLOOD INUNDATION MAPPING WYOMING VALLEY COLUMBIA, LUZERNE, MONTOUR, NORTHUMBERLAND, AND SNYDER COUNTIES, PENNSYLVANIA Prepared by: Pennsylvania Silver Jackets Team MARCH 2019 SUSQUEHANNA RIVER FLOOD INUNDATION MAPPING WYOMING VALLEY COLUMBIA, LUZERNE, MONTOUR, NORTHUMBERLAND, AND SNYDER COUNTIES, PENNSYLVANIA Prepared by: Pennsylvania Silver Jackets Team MARCH 2019 Susquehanna River Flood Inundation Mapping i TABLE OF CONTENTS 1 INTRODUCTION ........................................................................................................................... 1-1 1.1 BACKGROUND ............................................................................................................... 1-1 1.2 STUDY AREA .................................................................................................................. 1-2 1.3 LEVERAGED DATA ........................................................................................................ 1-4 2 INUNDATION MAPPING .............................................................................................................. 2-1 2.1 MODIFICATION TO HEC-RAS FLOW FILE ..................................................................... 2-1 2.2 INUNDATION MAPPING DEVELOPMENT ...................................................................... 2-1 2.3 FLOOD RISK MANAGEMENT STRUCTURES ................................................................ 2-2 2.4 FINAL MAPPING AREAS ............................................................................................... -
Abatement Plan
THE ABATEMENT PLAN GENERAL PLAN Preventing surface waters from entering deep mine workings apparently offers the most beneficial abatement plan. For the purpose of defining the pollution potential of surface waters entering deep mines, it is reasonable to assume infiltrating waters should attain acid concentrations equivalent to those recorded for the deep mine discharges within the study area. Thus, obstructing flow into underground mines should prevent this same amount of acid pollution. This logic was applied to calculate acid loadings at the abatement sites. Diversion of surface waters entering the deep mine complex may serve other purposes. In addition to reducing deep mine discharge volume, this abatement may lower the potential for both surface subsidence and mine pool breakouts Extraction of large volumes of subsurface strata with multi-seam coal mining has resulted in a major subsidence hazard in the anthracite coal fields. Fluctuating ground water levels are thought to enhance the potential for subsidence. Therefore, reducing surface water entering deep mines aids in preventing subsidence by, limiting ground water fluctuation. This abatement should have its greatest effect during periods of excessive surface runoff when significant volumes of water can be excluded from mine workings. Techniques suggested to reduce or eliminate infiltration losses in- elude stream channel lining, rechanneling of flow, and regrading of abandoned strip areas. For abatement projects involving stream channel lining or rechanneling of flow, the quantity of water lost via infiltration was monitored during monthly sampling rounds. Average flow losses were used to compute the pollution loadings eliminated by abatement project construction. Determination of expected flow from strip mine regrading projects was done in a manner similar to the hydrologic balance.