2010-2012 Progress Report
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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 £ -
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. -
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. -
Wild Trout Waters (Natural Reproduction) - September 2021
Pennsylvania Wild Trout Waters (Natural Reproduction) - September 2021 Length County of Mouth Water Trib To Wild Trout Limits Lower Limit Lat Lower Limit Lon (miles) Adams Birch Run Long Pine Run Reservoir Headwaters to Mouth 39.950279 -77.444443 3.82 Adams Hayes Run East Branch Antietam Creek Headwaters to Mouth 39.815808 -77.458243 2.18 Adams Hosack Run Conococheague Creek Headwaters to Mouth 39.914780 -77.467522 2.90 Adams Knob Run Birch Run Headwaters to Mouth 39.950970 -77.444183 1.82 Adams Latimore Creek Bermudian Creek Headwaters to Mouth 40.003613 -77.061386 7.00 Adams Little Marsh Creek Marsh Creek Headwaters dnst to T-315 39.842220 -77.372780 3.80 Adams Long Pine Run Conococheague Creek Headwaters to Long Pine Run Reservoir 39.942501 -77.455559 2.13 Adams Marsh Creek Out of State Headwaters dnst to SR0030 39.853802 -77.288300 11.12 Adams McDowells Run Carbaugh Run Headwaters to Mouth 39.876610 -77.448990 1.03 Adams Opossum Creek Conewago Creek Headwaters to Mouth 39.931667 -77.185555 12.10 Adams Stillhouse Run Conococheague Creek Headwaters to Mouth 39.915470 -77.467575 1.28 Adams Toms Creek Out of State Headwaters to Miney Branch 39.736532 -77.369041 8.95 Adams UNT to Little Marsh Creek (RM 4.86) Little Marsh Creek Headwaters to Orchard Road 39.876125 -77.384117 1.31 Allegheny Allegheny River Ohio River Headwater dnst to conf Reed Run 41.751389 -78.107498 21.80 Allegheny Kilbuck Run Ohio River Headwaters to UNT at RM 1.25 40.516388 -80.131668 5.17 Allegheny Little Sewickley Creek Ohio River Headwaters to Mouth 40.554253 -80.206802 -
Appendix – Priority Brook Trout Subwatersheds Within the Chesapeake Bay Watershed
Appendix – Priority Brook Trout Subwatersheds within the Chesapeake Bay Watershed Appendix Table I. Subwatersheds within the Chesapeake Bay watershed that have a priority score ≥ 0.79. HUC 12 Priority HUC 12 Code HUC 12 Name Score Classification 020501060202 Millstone Creek-Schrader Creek 0.86 Intact 020501061302 Upper Bowman Creek 0.87 Intact 020501070401 Little Nescopeck Creek-Nescopeck Creek 0.83 Intact 020501070501 Headwaters Huntington Creek 0.97 Intact 020501070502 Kitchen Creek 0.92 Intact 020501070701 East Branch Fishing Creek 0.86 Intact 020501070702 West Branch Fishing Creek 0.98 Intact 020502010504 Cold Stream 0.89 Intact 020502010505 Sixmile Run 0.94 Reduced 020502010602 Gifford Run-Mosquito Creek 0.88 Reduced 020502010702 Trout Run 0.88 Intact 020502010704 Deer Creek 0.87 Reduced 020502010710 Sterling Run 0.91 Reduced 020502010711 Birch Island Run 1.24 Intact 020502010712 Lower Three Runs-West Branch Susquehanna River 0.99 Intact 020502020102 Sinnemahoning Portage Creek-Driftwood Branch Sinnemahoning Creek 1.03 Intact 020502020203 North Creek 1.06 Reduced 020502020204 West Creek 1.19 Intact 020502020205 Hunts Run 0.99 Intact 020502020206 Sterling Run 1.15 Reduced 020502020301 Upper Bennett Branch Sinnemahoning Creek 1.07 Intact 020502020302 Kersey Run 0.84 Intact 020502020303 Laurel Run 0.93 Reduced 020502020306 Spring Run 1.13 Intact 020502020310 Hicks Run 0.94 Reduced 020502020311 Mix Run 1.19 Intact 020502020312 Lower Bennett Branch Sinnemahoning Creek 1.13 Intact 020502020403 Upper First Fork Sinnemahoning Creek 0.96 -
Figure 2.6.1 Hydrologic11x17
HE k AR e T LEMON e LA NICHOLSON r K N RD C E O S k R K c SOUTH BRANCH TUNKHANNOCK CREEK b D R o Tri 288 A n J 95 L n O T C a o S k D h R o R o k D ut KS ck D h o FELL 107 n no Cre B TUNKHANNOCK CREEK ek R r GREENFIELD r N u n an a A c T h B A h E k N h L T h B n c u s H L n u I n H u a T k S Y unkhannock Creek O R r 407 V h D k h 7 e B a c L S GREE n 4 N e h n 2 FALL BROOK t L n 11 r a N A V 0 u r I o C o O T A B c S K r S k k f h W NFI i t SR c ranch T P b E O u C o o r E 2 3 R n M G S e L 85 n 5 o e D 83 E a 8 T D O k O SR 0 BENTON f 8 R F L h 8 T RD a 2 7 ll Broo L k S 8 k U n b 8 D i R O 2 u r b S R 011 SH SR 0107 SH T C T i 0 H RD To South B r S 4 T LL h B HI c BU ER 0 NK N n R 7 a A O r S M O B 28849 H A K h t E S S u Trib D o S 438 R T S R k E e 1 o L e 0 T ek L r k re I 0 V e C A C 6 k W L L S 6 k oc roo e 1 n y B r an S 8 h d D sh k e u C n 8 Tu H R n o s 2 anch R T e r n Tun b B h kh T 3 a e e 107 nc nno 7 i ra ck C A r h re 5 L t K B ek CLINTON T h C 8 t L u o u 2 LACKAWANNA o D o S e T b o e S i T IL 4 97 r s 6 88 T 2 W C R 8 RD ib R D Tr r C 8 2 k e Y e NING e D k D ib N RUSH BROOK R E 524 re A HW r C ON C M S E N T W M K y 81 N e HRIS E U n d TY MAT H L E n P D ed e A T R K y n L SE C n 6 N r e U ee S k K S o 6 R SR T 0006 SH LAPLUME 0 FACTORYVILLE 5 4 G 6 I LEES CREEK 8 3 B 8 8 S NORTH ABINGTON 2 O k Sou N To th Bran H S 827 S e ch b B 28 o S U ib e T i H R Tr u r N t r u TUNKHANNOCK h n T H D C k CARBONDALE B R h 524 U r E ly a 0 a r n B n M e k n U e o R C D ch L k e c S SOUTH BRANCH TUNKHANNOCK CREEK P c r k O R T A -
1 of 13 Us Eastern PA Coalition for Abandoned Mine Reclamation
us Eastern PA Coalition for Abandoned Mine Reclamation Robert E. Hughes EPCAMR Executive Director 101 South Main Street Ashley, PA 18706 Phone: (570) 371-3523 [email protected] Website: www.epcamr.org October 11, 2016 Senate Environmental Resources & Energy Committee Senator Gene Yaw, Chairman Room 362 Capital Building, 23rd Senatorial District Senate Box 203023 Harrisburg, PA 17120-3023 RE: Waste Coal Facilities Hearing Dear Senator Yaw, Chairman of the Senate Environmental Resources & Energy Committee, and fellow members of the distinguished Committee: On behalf of the Eastern PA Coalition for Abandoned Mine Reclamation (EPCAMR), a 20 year old, regional, non-profit environmental organization located in Ashley, PA dedicated to the reclamation of abandoned mine lands, restoration of watersheds impacted by abandoned mine drainage (AMD), and economic redevelopment of abandoned mine lands impacted by past mining practices throughout the Northern Anthracite Coal Fields and the Bituminous Coal Fields of Northcentral PA, I would like to offer testimony on the importance and necessity PA’s waste coal co-generation facilities have on our past mining landscapes, watersheds, and local economies. EPCAMR is a long-time affiliate member of the ARIPPA trade association and has been an active for two decades, since our inception. ARIPPA and Anthracite Region waste coal plants and partners have been providing my organization with opportunities to partner with individual member plants in the Anthracite Region as well as in the Bituminous Region of PA -
Bell Bend Nuclear Power Plant COL, Pennsylvania Department of Environmental Protection, Water Quality Standards, Title 25, Penns
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. 93.8. [Reserved]. 93.8a. Toxic substances. 93.8b. Metals criteria. 93.8c. Human health and aquatic life criteria for toxic substances. DESIGNATED WATER USES AND WATER QUALITY CRITERIA 93.9. Designated water uses and water quality criteria. 93.9a. Drainage List A. 93.9b. Drainage List B. 93.9c. Drainage List C. 93.9d. Drainage List D. 93.9e. Drainage List E. 93.9f. Drainage List F. 93.9g. Drainage List G. 93.9h. Drainage List H. 93.9i. Drainage List I. 93.9j. Drainage List J. 93.9k. Drainage List K. 93.9l. Drainage List L. 93.9m. Drainage List M. 93.9n. Drainage List N. 93.9o. Drainage List O. 93.9p. Drainage List P. 93.9q. Drainage List Q. 93.9r. Drainage List R. 93.9s. Drainage List S. 93-1 (343933) No. 417 Aug. 09 25 ENVIRONMENTAL PROTECTION Pt. I 93.9t. Drainage List T. 93.9u. Drainage List U. 93.9v. Drainage List V. 93.9w. Drainage List W. 93.9x. Drainage List X. 93.9y. Drainage List Y. 93.9z. Drainage List Z. -
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. -
Luzerne County Hazard Mitigation Plan 2014 Update
Luzerne County Hazard Mitigation Plan 2014 Update Prepared for: Luzerne County Planning Commission 20 North Pennsylvania Avenue Wilkes-Barre, PA 18711 Prepared by: Vision Planning and Consulting, LLC August 2014 7572 Morris Street Fulton, MD 20759 2014 Multi-Hazard Mitigation Plan Update Luzerne County, Pennsylvania TABLE OF CONTENTS CHAPTER 1 – ADOPTION RESOLUTIONS ............................................................................... 1 ADOPTION BY THE LOCAL GOVERNING BODY ..................................................................................................... 1 MULTI-JURISDICTIONAL PLAN ADOPTION .......................................................................................................... 2 CHAPTER 2 – INTRODUCTION .............................................................................................. 3 OVERVIEW OF HAZARD MITIGATION ................................................................................................................ 3 2009 HAZARD MITIGATION PLAN ................................................................................................................... 3 PROJECT SCOPE ..................................................................................................................................... 4 ORGANIZATION OF THE PLAN........................................................................................................................ 4 COMMUNITY PROFILE ............................................................................................................................... -
United States Department of the Interior Geological Survey Water-Quality Investigation of Francis Slocum Lake, Luzerne C
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY WATER-QUALITY INVESTIGATION OF FRANCIS SLOCUM LAKE, LUZERNE COUNTY, PENNSYLVANIA U.S. GEOLOGICAL SURVEY Open-File Report 78-819 Prepared in cooperation with the Pennsylvania Department of Environmental Resources, Bureau of State Parks UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY WATER-QUALITY INVESTIGATION OF FRANCIS SLOCUM LAKE, LUZERNE COUNTY, PENNSYLVANIA By James L. Barker U.S. GEOLOGICAL SURVEY Open-File Report 78-819 Prepared in cooperation with the Pennsylvania Department of Environmental Resources, Bureau of State Parks Harrisburg, Pennsylvania September 1978 CONTENTS Page Factors for converting SI metric units to U.S. Customary units 1 iv Abstract 1 1 Purpose 1 1 Area Description 1 1 Methods and Procedures 1 2 Results 1 2 Summary 1 10 Selected References 1 13 ILLUSTRATIONS Figure 1. Map showing Francis Slocum Lake basin study area 1 3 TABLES Table 1. Summary of vertical profiles 2. Summary of Water Quality Data from Francis Slocum Lake1 3. Summary of concentrations of selected nutrients in the bed material in Francis Slocum Lake1 iii Factors for converting SI metric units to U.S. Customary units To convert from To Multiply by cubic hectometers acre-ft (acre-feet) 1.233 x 10-3 square kilometers acres 4.047 x 10-3 meters ft (feet) 3.048 x 10-1 cubic meters per second1ft3/s (cubic feet per second)1 2.832 x 10-2 kilometers1mi (miles)1 1.609 square kilometers1mil (square miles)1 2.590 kilograms per day1lb/d (pounds per day)10.4536 iv WATER-QUALITY INVESTIGATION OF FRANCIS SLOCUM LAKE, LUZERNE COUNTY, PENNSYLVANA By James L. -
Erosion and Sediment Pollution Control Plan Guide for Small Projects in Luzerne County
Erosion and Sediment Pollution Control Plan Guide For Small Projects in Luzerne County Conditions for use of this guide: • Total earth disturbance must be 0.5 acres or less to qualify. • Submissions not including a complete package (pages 1-17 of this document plus the District’s 2-page E&SCP Plan Review Application) will not be reviewed. • The District may request more detailed plans (i.e. engineered E&SPC plans), based on scope of earthwork being proposed. • Please include your municipal stormwater management permit application when submitting this guide to the District. 325 Smiths Pond Road Shavertown, PA 18708 570-674-7991 (phone) 570-674-7989 (fax) [email protected] www.luzernecd.org Rev. 9/2017 Introduction All earth disturbance activities in the Commonwealth of Pennsylvania are regulated by the requirements of the erosion and sediment pollution control regulations found in Title 25, Chapter 102 of the Pennsylvania Code. All earth disturbance activities, including those that disturb less than 5,000 square feet, must implement and maintain Best Management Practices (BMPs) to control erosion and sediment pollution. A written Erosion and Sediment Pollution Control (E&SPC) Plan is required if one or more of the following apply: the total area of disturbance is 5,000 square feet or greater, or if the activity has the potential to discharge to a water classified as a High Quality (HQ) or Exceptional Value (EV) water published in Chapter 93 regulations (relating to water quality standards). This document is intended to assist in the development of an E&SPC Plan where the total area of earth disturbance is 5,000 square feet or greater and less than 21,780 square feet (half an acre) on slopes that are less than 10%.