Notice Classification of Wild Trout Streams Additions, Adjustments and Deletions 2011
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NON-TIDAL BENTHIC MONITORING DATABASE: Version 3.5
NON-TIDAL BENTHIC MONITORING DATABASE: Version 3.5 DATABASE DESIGN DOCUMENTATION AND DATA DICTIONARY 1 June 2013 Prepared for: United States Environmental Protection Agency Chesapeake Bay Program 410 Severn Avenue Annapolis, Maryland 21403 Prepared By: Interstate Commission on the Potomac River Basin 51 Monroe Street, PE-08 Rockville, Maryland 20850 Prepared for United States Environmental Protection Agency Chesapeake Bay Program 410 Severn Avenue Annapolis, MD 21403 By Jacqueline Johnson Interstate Commission on the Potomac River Basin To receive additional copies of the report please call or write: The Interstate Commission on the Potomac River Basin 51 Monroe Street, PE-08 Rockville, Maryland 20850 301-984-1908 Funds to support the document The Non-Tidal Benthic Monitoring Database: Version 3.0; Database Design Documentation And Data Dictionary was supported by the US Environmental Protection Agency Grant CB- CBxxxxxxxxxx-x Disclaimer The opinion expressed are those of the authors and should not be construed as representing the U.S. Government, the US Environmental Protection Agency, the several states or the signatories or Commissioners to the Interstate Commission on the Potomac River Basin: Maryland, Pennsylvania, Virginia, West Virginia or the District of Columbia. ii The Non-Tidal Benthic Monitoring Database: Version 3.5 TABLE OF CONTENTS BACKGROUND ................................................................................................................................................. 3 INTRODUCTION .............................................................................................................................................. -
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 £ -
2021 State Transportation 12-YEAR PROGRAM Commission AUGUST 2020
2021 State Transportation 12-YEAR PROGRAM Commission AUGUST 2020 Tom Wolf Governor Yassmin Gramian, P.E. Secretary, PA Department of Transportation Chairperson, State Transportation Commission Larry S. Shifflet Deputy Secretary for Planning State Transportation Commission 2021 12-Year Program ABOUT THE PENNSYLVANIA STATE TRANSPORTATION COMMISSION The Pennsylvania State Transportation Commission (STC) serves as the Pennsylvania Department of Transportation’s (PennDOT) board of directors. The 15 member board evaluates the condition and performance of Pennsylvania’s transportation system and assesses the resources required to maintain, improve, and expand transportation facilities and services. State Law requires PennDOT to update Pennsylvania’s 12-Year Transportation Program (TYP) every two years for submission to the STC for adoption. PAGE i www.TalkPATransportation.com TABLE OF CONTENTS ABOUT THE PENNSYLVANIA STATE TRANSPORTATION COMMISSION....i THE 12-YEAR PROGRAM PROCESS............................................................9 Planning and Prioritizing Projects.....................................................9 TABLE OF CONTENTS....................................................................................ii Transportation Program Review and Approval...............................10 From Planning to Projects...............................................................11 50TH ANNIVERSARY........................................................................................1 TRANSPORTATION ADVISORY COMMITTEE.............................................13 -
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...-----......--....-...-....--..-..---.- -
2020-45 Long Range Transportation Plan
2020-45 LONG RANGE TRANSPORTATION PLAN ADOPTED JUNE 23, 2020 This page intentionally left blank 2 Northwest Pennsylvania Commission 2020-45 Long Range Transportation Plan Prepared for: Northwest Commission 395 Seneca Street P.O. Box 1127 Oil City, PA 16301 (814) 677-4800 http://northwestpa.org/transportation/ By: Michael Baker International 4431 N. Front Street Harrisburg, PA 17110 (717) 213-2900 June 23, 2020 Our Regional Geographic Position The Northwest PA region includes a 5-county area located in the northwestern corner of Pennsylvania. It is one of the state’s smallest transportation planning regions by population, yet consists of nearly 3,600 square miles of land area (or an area roughly half the size of New Jersey). The region’s location just off the shores of Lake Erie also makes it an area with one of the harshest environments in the state. The region is situated within the winter snowbelt, and annually receives upwards of 100 inches of snowfall, along with 40-48 inches of rain. PennDOT typically spends anywhere from 100 to 150 days a year de-icing the region’s roadways. Geologically, the region is located within the broader Appalachian Plateau region, with deposits of glacial till that can run more than 200 feet deep. This environmental phenomenon can substantially drive up the costs of bridge maintenance and construction, just as much as the region’s freeze and thaw cycles can adversely affect roadway conditions. The region in general is very rural, with a population density of only 64 persons per square mile. In addition, significant portions of the region are quite remote and inaccessible, with limited access to the national Interstate system. -
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. -
Water Resources
WATER RESOURCES Major Tributaries The French Creek watershed has ten major tributaries whose sub-basins cover at least 50 square miles (Figure 3). In addition, those major sub-basins can be broken down further into the Pennsylvania State Water Plan designated small watersheds (Figure 13). The PA portion of the main stem of French Creek is classified as a warm water fishery (WWF) by the PA Department of Environmental Protection’s Water Quality Standards (PA Title 25, Chapter 93). West Branch of French Creek The West Branch of French Creek originates in Chautauqua County, New York and flows southwest into Erie County, Pennsylvania before turning south. It joins French Creek from the right side (facing downstream), near Wattsburg, at river mile 84.42 and drains 77.7 square miles. It drains portions of Northeast, Greenfield, and Venango townships and Wattsburg Borough in Pennsylvania. The low gradient West Branch and all of its tributaries are classified as WWF. The West Branch sub-basin contains the most extensive wetlands, including rare fens, of any Pennsylvania headwater area. Although this sub-basin still contains blocks of contiguous forest and undeveloped riparian areas, it is beginning to see development pressure from the city of Erie and North East. Work by Dr. J. Stauffer, et al, Penn State University, and other historic records have documented 26 species of fish from the West Branch sub-basin (Western Pennsylvania Conservancy, 1992). These include the PA threatened mountain brook lamprey (Ichthyomyzon greeleyi), and Ohio lamprey (Ichthyomyzon bdellium). According to surveys by WPC biologists, this stream also supports 13 freshwater mussel species, including a “viable population of the [former] federal candidate Epioblasma triqueta (snuffbox)” (Western Pennsylvania Conservancy, 1994). -
2017 Annual Report
2017 ANNUAL REPORT Pitcher plant Female cardinal LETTER FROM THE Executive Director Dear Friends, Nature is so very important to children! Science has proven that children who have regular access to nature have greater creativity, better problem solving skills, enhanced cognitive abilities, higher academic performance, and reduced attention deficit. They also have improved eyesight, better social skills, more self-discipline, and reduced stress. Isn’t it truly amazing what nature can provide for our wellbeing? Given the chance, children love to be outdoors. As stewards of our communities, we owe it to our children and future generations to ensure that nature is always available to them and is a part of their lives. North Branch Land Trust’s main mission is to permanently protect woods, fields, watersheds, and farms in our region. Just as important are the efforts to connect people with the land and nature especially children through education, outreach, and experiences. Our children are our most precious asset and represent our future. If we encourage their connection to nature, not only will they benefit, but society will benefit as a whole. Juvenile pickerel frog Please enjoy North Branch Land Trust’s 2017 Annual Report; a recap of the year in land conservation, events, programs, and outreach. A community based and funded non-profit conservation organization, NBLT is working to protect the natural lands we love in Northeastern Pennsylvania and ensure that children will always have the ability and opportunity to connect with nature. Thank you for your continued support of land conservation and NBLT. Your generosity helps protect our children’s future. -
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 -
62 Dams Removed to Restore Rivers in 2015
62 Dams Removed to Restore Rivers in 2015 American Rivers releases annual list including dams in California, Connecticut, Hawaii, Illinois, Maine, Maryland, Massachusetts, Michigan, Minnesota, Montana, New Hampshire, New Jersey, New York, North Carolina, Ohio, Oregon, Pennsylvania, Rhode Island, Tennessee, Vermont, and Virginia Nationwide, 1300 dams have been removed from 1912 through 2015. Dam removal brings a variety of benefits to local communities, including restoring river health and clean water, revitalizing fish and wildlife, improving public safety and recreation, and enhancing local economies. Working in a variety of functions with partner organizations throughout the country, American Rivers contributed financial and technical support in many of the removals. Contact information is provided for dam removals, if available. For further information about the list, please contact Jessie Thomas-Blate, American Rivers, Associate Director of River Restoration at 202.347.7550 or [email protected]. This list includes all known dam removals that occurred in 2015, regardless of the level of American Rivers’ involvement. Inclusion on this list does not indicate endorsement by American Rivers. Dams are categorized alphabetically by state. Memorial Park Dam, Pescadero Creek, California In October 2015, the Memorial Park Dam was removed as part of the Memorial Park Fish Passage Improvement Project. This project opened 62 miles of creek habitat to coho salmon and improved migratory conditions for juvenile salmonids. The project will also increase the flood flow capacity of the river. Contact: Kellyx Nelson, San Mateo County Resource Conservation District, [email protected] San Clemente Dam, Carmel River, California Removal of the 106 feet high San Clemente Dam represents the largest dam removal project in California history. -
Low-Flow, Base-Flow, and Mean-Flow Regression Equations for Pennsylvania Streams
Low-Flow, Base-Flow, and Mean-Flow Regression Equations for Pennsylvania Streams By Marla H. Stuckey In cooperation with the Pennsylvania Department of Environmental Protection Scientific Investigations Report 2006-5130 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DIRK KEMPTHORNE, Secretary U.S. Geological Survey P. Patrick Leahy, Acting Director U.S. Geological Survey, Reston, Virginia: 2006 For sale by U.S. Geological Survey, Information Services Box 25286, Denver Federal Center Denver, CO 80225 For more information about the USGS and its products: Telephone: 1-888-ASK-USGS World Wide Web: http://www.usgs.gov/ Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to repro- duce any copyrighted materials contained within this report. Suggested citation: Stuckey, M.H., 2006, Low-flow, base-flow, and mean-flow regression equations for Pennsylvania streams: U.S. Geo- logical Survey Scientific Investigations Report 2006-5130, 84 p. iii Contents Abstract. 1 Introduction . 1 Purpose and Scope . 2 Previous Investigations . 2 Physiography and Drainage. 2 Development of Regression Equations . 2 Streamflow-Gaging Stations . 2 Basin Characteristics . 5 Regression Techniques . 5 Low-Flow Regression Equations. 6 Base-Flow Regression Equations. 10 Mean-Flow Regression Equations. 13 Limitations of Regression Equations . 15 Summary . 15 Acknowledgments . 17 References Cited. 17 Appendixes . 19 1. Streamflow-gaging stations used in development of low-flow, base-flow, and mean-flow regression equations for Pennsylvania streams. -
TECHNIQUES for ESTIMATING MAGNITUDE and FREQUENCY of PEAK FLOWS for PENNSYLVANIA STREAMS by Marla H
U.S. Department of the Interior U.S. Geological Survey TECHNIQUES FOR ESTIMATING MAGNITUDE AND FREQUENCY OF PEAK FLOWS FOR PENNSYLVANIA STREAMS by Marla H. Stuckey and Lloyd A. Reed Water-Resources Investigations Report 00-4189 prepared in cooperation with PENNSYLVANIA DEPARTMENT OF TRANSPORTATION Lemoyne, Pennsylvania 2000 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Charles G. Groat, Director The use of product names in this report is for identification purposes only and does not constitute endorsement by the U.S. Government. For additional information Copies of this report may be write to: purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Branch of Information Services 840 Market Street Box 25286 Lemoyne, Pennsylvania 17043-1586 Denver, Colorado 80225-0286 Email: [email protected] Telephone: 1-888-ASK-USGS ii CONTENTS Page Abstract . .1 Introduction . .1 Purpose and scope. .2 Previous investigations. .2 Development of flood-frequency prediction equations . .2 Description of stations used. .2 Basin characteristics used in equation development . .4 Regression analysis and resultant equations. .7 Limitations of regression equations . .12 Techniques for estimating magnitude and frequency of peak flows . .15 Summary and conclusions . .19 References cited . .19 Appendix 1. Basin characteristics for streamflow-gaging stations used in the development of the regional regression equations . .22 Appendix 2. Flood-flow frequencies computed from streamflow-gaging data and regression equations for streamflow-gaging stations used in analysis . .33 ILLUSTRATIONS Figures 1-3. Maps showing: 1. Streamflow-gaging stations used in development of flood-flow regression equations for Pennsylvania streams . 3 2. Carbonate regions in Pennsylvania.