Orono Certification Review Report
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Penobscot Rivershed with Licensed Dischargers and Critical Salmon
0# North West Branch St John T11 R15 WELS T11 R17 WELS T11 R16 WELS T11 R14 WELS T11 R13 WELS T11 R12 WELS T11 R11 WELS T11 R10 WELS T11 R9 WELS T11 R8 WELS Aroostook River Oxbow Smith Farm DamXW St John River T11 R7 WELS Garfield Plt T11 R4 WELS Chapman Ashland Machias River Stream Carry Brook Chemquasabamticook Stream Squa Pan Stream XW Daaquam River XW Whitney Bk Dam Mars Hill Squa Pan Dam Burntland Stream DamXW Westfield Prestile Stream Presque Isle Stream FRESH WAY, INC Allagash River South Branch Machias River Big Ten Twp T10 R16 WELS T10 R15 WELS T10 R14 WELS T10 R13 WELS T10 R12 WELS T10 R11 WELS T10 R10 WELS T10 R9 WELS T10 R8 WELS 0# MARS HILL UTILITY DISTRICT T10 R3 WELS Water District Resevoir Dam T10 R7 WELS T10 R6 WELS Masardis Squapan Twp XW Mars Hill DamXW Mule Brook Penobscot RiverYosungs Lakeh DamXWed0# Southwest Branch St John Blackwater River West Branch Presque Isle Strea Allagash River North Branch Blackwater River East Branch Presque Isle Strea Blaine Churchill Lake DamXW Southwest Branch St John E Twp XW Robinson Dam Prestile Stream S Otter Brook L Saint Croix Stream Cox Patent E with Licensed Dischargers and W Snare Brook T9 R8 WELS 8 T9 R17 WELS T9 R16 WELS T9 R15 WELS T9 R14 WELS 1 T9 R12 WELS T9 R11 WELS T9 R10 WELS T9 R9 WELS Mooseleuk Stream Oxbow Plt R T9 R13 WELS Houlton Brook T9 R7 WELS Aroostook River T9 R4 WELS T9 R3 WELS 9 Chandler Stream Bridgewater T T9 R5 WELS TD R2 WELS Baker Branch Critical UmScolcus Stream lmon Habitat Overlay South Branch Russell Brook Aikens Brook West Branch Umcolcus Steam LaPomkeag Stream West Branch Umcolcus Stream Tie Camp Brook Soper Brook Beaver Brook Munsungan Stream S L T8 R18 WELS T8 R17 WELS T8 R16 WELS T8 R15 WELS T8 R14 WELS Eagle Lake Twp T8 R10 WELS East Branch Howe Brook E Soper Mountain Twp T8 R11 WELS T8 R9 WELS T8 R8 WELS Bloody Brook Saint Croix Stream North Branch Meduxnekeag River W 9 Turner Brook Allagash Stream Millinocket Stream T8 R7 WELS T8 R6 WELS T8 R5 WELS Saint Croix Twp T8 R3 WELS 1 Monticello R Desolation Brook 8 St Francis Brook TC R2 WELS MONTICELLO HOUSING CORP. -
River Related Geologic/Hydrologic Features Abbott Brook
Maine River Study Appendix B - River Related Geologic/Hydrologic Features Significant Feature County(s) Location Link / Comments River Name Abbott Brook Abbot Brook Falls Oxford Lincoln Twp best guess location no exact location info Albany Brook Albany Brook Gorge Oxford Albany Twp https://www.mainememory.net/artifact/14676 Allagash River Allagash Falls Aroostook T15 R11 https://www.worldwaterfalldatabase.com/waterfall/Allagash-Falls-20408 Allagash Stream Little Allagash Falls Aroostook Eagle Lake Twp http://bangordailynews.com/2012/04/04/outdoors/shorter-allagash-adventures-worthwhile Austin Stream Austin Falls Somerset Moscow Twp http://www.newenglandwaterfalls.com/me-austinstreamfalls.html Bagaduce River Bagaduce Reversing Falls Hancock Brooksville https://www.worldwaterfalldatabase.com/waterfall/Bagaduce-Falls-20606 Mother Walker Falls Gorge Grafton Screw Auger Falls Gorge Grafton Bear River Moose Cave Gorge Oxford Grafton http://www.newenglandwaterfalls.com/me-screwaugerfalls-grafton.html Big Wilson Stream Big Wilson Falls Piscataquis Elliotsville Twp http://www.newenglandwaterfalls.com/me-bigwilsonfalls.html Big Wilson Stream Early Landing Falls Piscataquis Willimantic https://tinyurl.com/y7rlnap6 Big Wilson Stream Tobey Falls Piscataquis Willimantic http://www.newenglandwaterfalls.com/me-tobeyfalls.html Piscataquis River Black Stream Black Stream Esker Piscataquis to Branns Mill Pond very hard to discerne best guess location Carrabasset River North Anson Gorge Somerset Anson https://www.mindat.org/loc-239310.html Cascade Stream -
Surface Water Supply of the United States 1915 Part I
DEPARTMENT OF THE INTERIOR FRANKLIN K. LANE, Secretary UNITED STATES GEOLOGICAL SURVEY GEORGE OTIS SMITH, Director WATER-SUPPLY PAPER 401 SURFACE WATER SUPPLY OF THE UNITED STATES 1915 PART I. NORTH ATLANTIC SIOPE DRAINAGE BASINS NATHAN C. GROVES, Chief Hydraulic Engineer C. H. PIERCE, C. C. COVERT, and G. C. STEVENS. District Engineers Prepared in cooperation with the States of MAIXE, VERMONT, MASSACHUSETTS, and NEW YORK WASHINGTON GOVERNMENT FEINTING OFFICE 1917 DEPARTMENT OF THE INTERIOR FRANKLIN K. LANE, Secretary UNITED STATES GEOLOGICAL SURVEY GEORGE OTIS SMITH, Director Water-Supply Paper 401 SURFACE WATER SUPPLY OF THE UNITED STATES 1915 PART I. NORTH ATLANTIC SLOPE DRAINAGE BASINS NATHAN C. GROVER, Chief Hydraulic Engineer C. H. PIERCE, C. C. COVERT; and G. C. STEVENS, District Engineers Geological Prepared in cooperation with the States MAINE, VERMONT, MASSACHUSETTS^! N«\f Yd] WASHINGTON GOVERNMENT PRINTING OFFICE 1917 ADDITIONAL COPIES OF THIS PUBLICATION MAY BE PROCURED FROM THE SUPEBINTENDENT OF DOCUMENTS GOVERNMENT FEINTING OFFICE "WASHINGTON, D. C. AT 15 CENTS PER COPY V CONTENTS. Authorization and scope of work........................................... 7 Definition of terms....................................................... 8 Convenient equivalents.................................................... 9 Explanation of data...................................................... 11 Accuracy of field data and computed results................................ 12 Cooperation.............................................................. -
Multi-Modal Corridor Management Plan for the Eastern Penobscot Corridor UPDATE
Multi-Modal Corridor Management Plan for the Eastern Penobscot Corridor UPDATE Prepared by the Hancock County Planning Commission for the Maine Department of Transportation Winter 2015-16 Table of Contents 1.0 INTRODUCTION ............................................................................................................... 3 1.1 Overview of Corridor ....................................................................................................... 3 1.2 Purpose and Needs Statement .......................................................................................... 3 1.3 Public Participation .......................................................................................................... 4 2.0 EXISTING CONDITIONS .................................................................................................. 5 2.1 Transportation .................................................................................................................. 5 2.1.1 Highways in and adjacent to the Eastern Penobscot Corridor .................................. 5 2.1.2 Rail .......................................................................................................................... 12 2.1.3 Marine Transportation ............................................................................................ 14 2.1.4 Ferries ..................................................................................................................... 17 2.1.5 Air Transportation .................................................................................................. -
Flood of April 1987 in Maine
FLOOD OF APRIL 1987 IN MAINE By Richard A. Fontaine and Joseph P. Nielsen U.S. GEOLOGICAL SURVEY Open-File Report 92-141 Prepared in cooperation with the MAINE DEPARTMENT OF TRANSPORTATION Augusta, Maine 1991 U.S. DEPARTMENT OF THE INTERIOR MANUEL LUJAN, JR ., Secretary U.S. GEOLOGICAL S0RVEY DALLAS L. PECK, Director For additional information write: Copies of report can be purchased from: U.S. Geological Survey Books and Open-File Reports Section Water Resources Division U.S. Geol Dgical Survey 26 Canneston Drive Box 25425 Federal Center Augusta, ME 04330 Denver, CO 80225 CONTENTS Page Abstract............................................................. 1 Introduction......................................................... 1 Purpose and scope .............................................. 2 Acknowledgments................................................ 2 Hydrometeorologic setting............................................ 2 Physiography and geology....................................... 2 Antecedent hydrologic conditions ............................... 4 Runoff................................................... 13 Storage.................................................. 15 Storm characteristics.......................................... 17 Precipitation............................................ 18 Temperature.............................................. 22 Description of flood................................................. 23 Flood discharge and frequency.................................. 24 Flood crests.................................................. -
SURFACE WATER SUPPLY of the UNITED STATES 1926
PLEASE DO NOT DESTROY! OR THROWAWAY THIS PUBLICATION, if you bm» no further use for it, write to the Geological Surrey at Washington and ask for a frank to return it UNITED STATES DEPARTMENT OF THE INTERIOR SURFACE WATER SUPPLY of the UNITED STATES 1926 PART I NORTH ATLANTIC SLOPE DRAINAGE BASINS GEOLOGICAL SURVEY WATER-SUPPLY PAPER 621 UNITED STATES DEPARTMENT OF THE INTERIOR BAY LYMAN WILBUR, Secretary GEOLOGICAL SURVEY GEORGE OTIS SMITH, Director Water-Supply Paper 621 SURFACE WATER SUPPLY of the UNITED STATES 1926 PART I NORTH ATLANTIC SLOPE DRAINAGE BASINS NATHAN C. GROVER, Chief Hydraulic Engineer H. B. KINNISON, A. W. HARRINGTON, O. W. HARTWELL A. H. HORTON, andJ. J. DIRZULAITIS District Engineers Prepared in cooperation with the States of MAINE, NEW HAMPSHIRE, MASSACHUSETTS, NEW YORK NEW JERSEY, MARYLAND, and VIRGINIA Geological Survey, Box3l06,Cap Oklahoma CAY, UNITED STATES GOVERNMENT PRINTING OFFICE WASHINGTON: 1930 For sale by the Superintendent of Documents, Washington, D. C. ----- Price 30 cents CONTENTS Page Authorization and scope of work____ _____________________________ 1 Definition of terms______________- _ __________ ___________ 2 Explanation of data___-____________-_-_--_------_-______-_-_____-- 2 Accuracy of field data and computed results._________________________ 4 Publications________ _________________-'---_-----_--____--________-_ 5 Cooperation. _____________________________________________________ 10 Division of work__________________________________________________ 11 Oaging-station records ______________________________________ -
Ellsworth American
•v r No. 18. LOCAL AFFAIRS. elected president; Mrs. F. W. Uollim. vice-president; Mrs. J. H. Brimmer, secretary and treasurer. Rev. R. J IN YOUTH NEW ADVERTISEMENTS THIS WEEK. Mathews spoke interestingly on the r'fc In S Mitchell. NO bankruptcy—Irving in *• troubles 8PENDING IN AGE —Horatio D Wakefield. cent Turkey. Kefreshraen e New Tel &. Tel Co—Notice. were served. Food tt |( as WF grow older that we moot need and appreciate the comforts that England ,J |t Prank C Perkins—Real estate sale. WE INVITE your eaTlnga account, large or small. Last dividend y will buy. Mr*,<H E Davis—Housekeeper wanted. About twenty business men respondet cent. Deposits go on Interest June I. Eastern Co—Summer schedule. /rate of 4 per Steamship to the call for a at R. C. Haines Ellsworth Greenhouse. meeting healthful and nutri- Floyd Market— 8pecial sale. store Tuesday evening, for the purpose o Hancock Co Savings bank. a merchants’ Burrlll Nat’l Bank. forming association. Th tious when raised with cock County Savings Bank, RC Haines—Undertaking and furniture. matter was informally discussed, ah: Union Trust Co. it was decided to call a ELLSWORTH. MAINE. J A Haynes—Cash market. finally specie Tbbmont, Mb: meeting to be held at the aldermen’* ESAVING H RumUl—Notice of foreclosure- room it) Hancock hall, to-morrow Joseph evening Bucksport, Me: at 7 o’clock. Bucksport Nat'l bank. FOR SALE. There was a slight fire'at the home oi Banoor, Mb: Judge John B. Redman on Main streel ERstern Trust A Banking Co. Monday afternoon. -
Black Bear Hydro Partners, LLC Orono Project (FERC No. 2710)
November 12, 2020 Orono Project (FERC No. 2710) Stillwater Project (FERC No. 2712) Ms. Shannon Ames, Executive Director Low Impact Hydropower Institute 329 Massachusetts Avenue, Suite 2 Lexington, MA 02420 Subject: Low Impact Hydropower Institute Application for the Orono Project (FERC No. 2710) and Stillwater Project (FERC No. 2712) Dear Ms. Ames: On behalf of Black Bear Hydro Partners, LLC, Black Bear Development Holdings, LLC, and Black Bear SO, LLC (collectively, “Black Bear”), owners and licensees of the Orono and Stillwater Hydroelectric Projects (“Projects”) (FERC Nos. 2710 and 2712, respectively) and affiliates of Brookfield Renewable, please find attached a revised application for recertification of the Projects, which are located on the Stillwater Branch of the Penobscot River in Maine. Black Bear is requesting recertification of these facilities, which are currently certified through November 30, 2020 per LIHI correspondence dated June 1, 2020. Black Bear submitted an initial certification application to the Low Impact Hydropower Institute (LIHI) on July 6, 2020. LIHI completed the initial Intake Review on August 5, 2020. The current application includes the following required submittals as revised in response to the LIHI Intake Review: • Introduction • Project Description and LIHI Table B-1 • Zones of Effect descriptions and overview maps and images • Matrix of Alternative Standards for each Zone of Effect identified evaluating the LIHI certification standards for each requisite criterion, including water quality, fish passage and recreation • Sworn Statement and Waiver Form • Facility Contacts Form including pertinent NGOs, as appropriate. • List of hyperlinks and supplemental documentation for pertinent FERC and regulatory documents for the Projects Please call me at (207) 755-5606 or email me at [email protected] if you have any questions or need additional information regarding this submittal. -
Town of Bucksport Comprehensive Plan 2017
Town of Bucksport Comprehensive Plan 2017 Draft for State of Maine review Prepared by the Bucksport Comprehensive Plan Committee With Technical assistance from the Hancock County Planning Commission January 27, 2017 Ship “Providence”, Bucksport Waterfront Park and Marina by E. Des Jardins. Page 0 Town of Bucksport Comprehensive Plan January 27, 2017 Table of Contents Section I Inventory and Analysis PREFACE………………………………………………………………………………………………………2 1. POPULATION and DEMOGRAPHICS ............................................................... 5 2. ECONOMY ................................................................................................... 13 3. HOUSING..................................................................................................... 21 4. TRANSPORTATION ...................................................................................... 29 5. PUBLIC FACILITIES AND SERVICES ................................................................ 40 6. RECREATION and CULTURAL RESOURCES.................................................... 66 7. MARINE RESOURCES ................................................................................... 73 8. WATER RESOURCES..................................................................................... 79 9. NATURAL RESOURCES ................................................................................. 87 10. AGRICULTURAL and FOREST RESOURCES .................................................... 97 11. HISTORIC AND ARCHAEOLOGICAL RESOURCES ........................................ -
Stillwater Recertification Attachments 2015
Stillwater Hydroelectric Project (FERC No. 2712) Project Description Black Bear Hydro Partners, LLC’s Stillwater Hydroelectric Project is a run-of-river hydroelectric generating facility located on the Stillwater Branch of the Penobscot River in Old Town, Maine with a gross nameplate generating capacity of 4.18 MW. The Stillwater Project Powerhouse A commenced initial commercial operations in 1913. The Licensee applied for an amendment to increase capacity at the Stillwater Project via the construction of an additional powerhouse (Powerhouse B). The Project consists of an existing 1,720-foot-long dam consisting of 13 sections of various height, creating an impoundment with a normal full pond elevation of 94.65 feet National Geodetic Vertical Datum. The Project has two powerhouses. Powerhouse A consists of four generating units a total installed capacity of 1,950 kW and a maximum hydraulic capacity of 1,700 cfs. Powerhouse B consists of three generating units with a total installed capacity of 2,229 kW and a maximum hydraulic capacity of 1,758 cfs. Powerhouse A has 50 ft long aerial transmission lines installed from the powerhouse’s GSU to the existing substation. Powerhouse B has 300 ft long aerial transmission lines installed from the powerhouse’s generating step-up unit (GSU) to the existing, adjacent 12.5 kV distribution system located adjacent to the existing project boundary and along the south side of Stillwater Avenue. The Stillwater Powerhouse B commenced initial commercial operation September, 2013. The Stillwater Project generates clean, renewable electricity while providing recreational opportunities (portage trail, parking areas for river access and hand-carried boat launch), fish passage measures, consistent water levels that enhance habitats for waterfowl, etc., and substantial support of the local community through stable property tax payments, reliable voltage support of the electrical distribution system, etc. -
Surface Water Supply of the United States 1914 Part I
U. 8, GFOL SURVEY H . HYO. RESEARCH ki A ^CITY, IOWA DEPARTMENT OF THE INTERIOR FRANKLIN K. LANE, Secretary UNITED STATES GEOLOGICAL SURVEY GEORGE OTIS SMITH, Director WATER-SUPPLY PAPER 381 SURFACE WATER SUPPLY OF THE UNITED STATES 1914 PART I. NORTH ATLANTIC SLOPE DRAINAGE BASINS NATHAN C. GROVER, Chief Hydraulic Engineer C. C. COVERT, C. H. PIERCE, and G. C. STEVENS, District Engineers Prepared in cooperation with the States of MAINE, VERMONT, MASSACHUSETTS, and NEW YORK WASHINGTON GOVERNMENT PRINTING OFFICE 1916 u. A «tUU SURVEY C/0 IOWA INST. HYD, RESEARCH DEPARTMENT OF THE INTERIOR G1TY' I(WA FRANKLIN K. LANE, Secretary UNITED STATES GEOLOGICAL SURVEY GEORGE OTIS SMITH, Director Water-Supply Paper 381 SDRFACE WATER SUPPLY OF THE UNITED STATES^*1 Geolosicil Survey, 1014 Box /r^] |_ PART I. NORTH ATLMTIC SLOPE ' NATHAN C. GROVER, Chief Hydraulic Engineer C. C. COVERT, C. H. PIERCE, and G. C. STEVENS, District Engineers Prepared in cooperation with the States of MAINE, VERMONT, MASSACHUSETTS, and NEW YORK WASHINGTON GOVERNMENT PRINTING OFFICE 1916 ADDITIONAL COPIES OF THIS PUBLICATION MAY BE PROCURED FROM THE SUPERINTENDENT OF DOCUMENTS GOVERNMENT PRINTING OFFICE WASHINGTON, D. C. AT 15 CENTS PER COPY CONTENTS. Page. Authorization and scope of work........................................... 7 Definition of terms......................................................... 8 Convenient equivalents.................................................... 9 Explanation of data........................................................ 11 Accuracy -
Sporting Camps in the Piscataquis River Watershed, Section B, Katahdin Iron Works Area William W
The University of Maine DigitalCommons@UMaine Maine History Documents Special Collections 3-2017 Piscataquis Project: Sporting Camps in the Piscataquis River Watershed, Section B, Katahdin Iron Works Area William W. Geller Follow this and additional works at: https://digitalcommons.library.umaine.edu/mainehistory Part of the History Commons Repository Citation Geller, William W., "Piscataquis Project: Sporting Camps in the Piscataquis River Watershed, Section B, Katahdin Iron Works Area" (2017). Maine History Documents. 122. https://digitalcommons.library.umaine.edu/mainehistory/122 This Article is brought to you for free and open access by DigitalCommons@UMaine. It has been accepted for inclusion in Maine History Documents by an authorized administrator of DigitalCommons@UMaine. For more information, please contact [email protected]. Piscataquis Project Sporting Camps in the Piscataquis River Watershed Section B North from Brownville to Prairie, the Ebeemee Ponds, and KIW South from KIW on the tote road to Big Houston Pond and the bowl in the shadow of the Barren-Chairback mountain range North from KIW on the Chamberlain Lake Tote Road to B-Pond, the headwaters of the East Branch of the Pleasant River, and the West Branch ponds March 2017 William (Bill) W. Geller – researcher and writer 108 Orchard Street Farmington, Maine 04938 or 207-778-6672 or [email protected] https://sites.google.com/a/maine.edu/mountain-explorations/home 1 Preface - Sporting Camps in the Piscataquis watershed I started this research and writing project when I retired in 2010. My interest was in reading the history of Maine’s wilderness through which Maine’s Appalachian Trail passes between Monson and the West Branch of the Penobscot River.