Simulation of Groundwater Flow and Streamflow Depletion in the Branch Brook, Merriland River, and Parts of the Mousam River Watersheds in Southern Maine

Total Page:16

File Type:pdf, Size:1020Kb

Simulation of Groundwater Flow and Streamflow Depletion in the Branch Brook, Merriland River, and Parts of the Mousam River Watersheds in Southern Maine Prepared in cooperation with the Maine Geological Survey Simulation of Groundwater Flow and Streamflow Depletion in the Branch Brook, Merriland River, and Parts of the Mousam River Watersheds in Southern Maine Scientific Investigations Report 2014–5235 U.S. Department of the Interior U.S. Geological Survey Front cover photo. Branch Brook. Simulation of Groundwater Flow and Streamflow Depletion in the Branch Brook, Merriland River, and Parts of the Mousam River Watersheds in Southern Maine By Martha G. Nielsen and Daniel B. Locke Prepared in cooperation with the Maine Geological Survey Scientific Investigations Report 2014–5235 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior SALLY JEWELL, Secretary U.S. Geological Survey Suzette M. Kimball, Acting Director U.S. Geological Survey, Reston, Virginia: 2015 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment, visit http://www.usgs.gov/ or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod/ To order this and other USGS information products, visit http://store.usgs.gov/ Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this information product, for the most part, is in the public domain, it also may contain copyrighted materials as noted in the text. Permission to reproduce copyrighted items must be secured from the copyright owner. Suggested citation: Nielsen, M.G., and Locke, D.B., 2015, Simulation of groundwater flow and streamflow depletion in the Branch Brook, Merriland River, and parts of the Mousam River watersheds in southern Maine: U.S. Geological Survey Scientific Investigations Report 2014–5235, 78 p., http://dx.doi.org/10.3133/sir20145235. ISSN 2328-0328 (online) iii Acknowledgments Staff of the Kennebunk, Kennebunkport and Wells Water District (KKWWD), and the Sanford Water District (SWD) were very generous in sharing numerous well logs and reports of previous aquifer investigations in the study area. John Roberts of the Maine Turnpike Authority shared drilling and engineering reports. J.H. Swett generously shared his experience and insight as local driller in the area for the last 40 years. The Nature Conservancy allowed access to wells at the Wells Blueberry Preserve for the water-level survey, and Matthew Reynolds of Drumlin Environmental provided field assistance in collecting water-level data during the water-level survey. Mark Holden of the Maine Department of Environmental Protection shared water-level measurements in monitoring wells in the Sanford area for the water-level survey. KKWWD and SWD staff also assisted in the water-level survey effort. Numerous residents of Sanford, Wells, and Kennebunk generously provided access to private wells for water-level measurements. Robert Gerber also was particularly generous in sharing reports, drilling records, and insight into the hydrogeology of the study area from previous modeling efforts. Luke Sturtevant, U.S. Geological Survey volunteer, was very helpful in the assembling and organizing well log data from the various agencies. v Contents Acknowledgments ........................................................................................................................................iii Abstract ...........................................................................................................................................................1 Introduction.....................................................................................................................................................2 Description of the Study Area ............................................................................................................2 Previous Studies and Sources of Data .............................................................................................4 Groundwater and Surface-Water Resources ...........................................................................................5 Geologic Setting ....................................................................................................................................5 Surficial Geology and Mapped Soils ........................................................................................5 Bedrock .......................................................................................................................................10 Groundwater Resources ...................................................................................................................10 Hydraulic Properties .................................................................................................................10 Recharge .....................................................................................................................................12 Groundwater Levels ..................................................................................................................12 Long-Term Groundwater Levels .....................................................................................12 Synoptic Water-Level Survey .........................................................................................13 Groundwater Flow System ................................................................................................................15 Surface-Water Resources ................................................................................................................16 Streamflow Measurements .....................................................................................................17 Calculation of State Requirements for In-stream Flows .....................................................17 Monthly Median Streamflows and In-stream Flow Requirements Based on Statewide Flow Equations .................................................................................17 Monthly Median Streamflows Based on Site-Specific Streamflow Measurements .....................................................................................................19 Comparison of Monthly Median Streamflows and Late Summer In-stream Flow Requirements Using the Two Methods ..................................................19 Water Use and Withdrawals ......................................................................................................................22 Sources of Water Use Data .....................................................................................................23 Reported Withdrawals .....................................................................................................23 Estimated Withdrawals ....................................................................................................23 Reported and Estimated Withdrawals in the Study Area ...................................................23 Simulation of Groundwater Flow and Discharge to Streams ...............................................................25 Conceptual Model of the Groundwater Flow System ...................................................................25 Steady-State Numerical Groundwater Flow Model .....................................................................25 Spatial Discretization of the Model ........................................................................................25 Boundary Conditions .................................................................................................................28 Stresses .......................................................................................................................................28 Hydraulic Properties .................................................................................................................29 Model Calibration Using Parameter Estimation and Observations ............................................29 Observations ...............................................................................................................................31 Groundwater Level Observations ..................................................................................31 Streamflow Observations ................................................................................................31 Parameters..................................................................................................................................32 Model Fit to Observations ........................................................................................................32 vi Simulated Groundwater Levels and Flow Under Steady-State Conditions .....................36 Model Sensitivity Analysis and Parameter Uncertainty .....................................................36 Model-Calculated Water Budget for Branch Brook, the Merriland River, and Lower Mousam River ............................................................................................................40 Scenario Testing .................................................................................................................................43 Use of the Groundwater Model to Determine Groundwater Divides and Flow Directions ....43 Evaluation of Streamflow Depletion in Branch Brook and the Merriland River ...............................46 Simulation of Streamflow Depletion Using the Groundwater Flow Model ...............................46
Recommended publications
  • Preliminary Flood Insurance Study
    VOLUME 4 OF 4 YORK COUNTY, MAINE (ALL JURISDICTIONS) COMMUNITY NAME NUMBER COMMUNITY NAME NUMBER ACTON, TOWN OF 230190 OGUNQUIT, TOWN OF 230632 ALFRED, TOWN OF 230191 OLD ORCHARD BEACH, TOWN OF 230153 ARUNDEL, TOWN Of 230192 PARSONSFIELD, TOWN OF 230154 BERWICK, TOWN OF 230144 SACO, CITY OF 230155 BIDDEFORD, CITY OF 230145 SANFORD, CITY OF 230156 BUXTON, TOWN OF 230146 SHAPLEIGH, TOWN OF 230198 CORNISH, TOWN OF 230147 SOUTH BERWICK, TOWN OF 230157 DAYTON, TOWN OF 230148 WATERBORO, TOWN OF 230199 ELIOT, TOWN OF 230149 WELLS, TOWN OF 230158 HOLLIS, TOWN OF 230150 YORK, TOWN OF 230159 KENNEBUNK, TOWN OF 230151 KENNEBUNKPORT, TOWN OF 230170 KITTERY, TOWN OF 230171 LEBANON, TOWN OF 230193 LIMERICK, TOWN OF 230194 LIMINGTON, TOWN OF 230152 LYMAN, TOWN OF 230195 NEWFIELD, TOWN OF 230196 NORTH BERWICK, TOWN OF 230197 EFFECTIVE: FLOOD INSURANCE STUDY NUMBER 23005CV004A Version Number 2.3.2.1 TABLE OF CONTENTS Volume 1 Page SECTION 1.0 – INTRODUCTION 1 1.1 The National Flood Insurance Program 1 1.2 Purpose of this Flood Insurance Study Report 2 1.3 Jurisdictions Included in the Flood Insurance Study Project 2 1.4 Considerations for using this Flood Insurance Study Report 20 SECTION 2.0 – FLOODPLAIN MANAGEMENT APPLICATIONS 31 2.1 Floodplain Boundaries 31 2.2 Floodways 43 2.3 Base Flood Elevations 44 2.4 Non-Encroachment Zones 44 2.5 Coastal Flood Hazard Areas 45 2.5.1 Water Elevations and the Effects of Waves 45 2.5.2 Floodplain Boundaries and BFEs for Coastal Areas 46 2.5.3 Coastal High Hazard Areas 47 2.5.4 Limit of Moderate Wave Action 48 SECTION
    [Show full text]
  • Status of Conservation Planning for Watersheds of Southern Maine
    watermark volume 26 issue 1 5 stewardship / conserving natural resources Status of Conservation Planning for Watersheds of Southern Maine The Wells Reserve has produced or assisted with every key conservation planning document prepared for What is a watershed? southern Maine watersheds over the past decade. Use this chart to learn which plans cover your town, then An area in which water, sediments, download the plan(s) from our website or read them at the Dorothy Fish Coastal Resource Library. and dissolved material drain to a To get involved in land or water protection in your area, contact the individuals or organizations named common outlet, such as a river, lake, in the plans. Key contacts for most towns and watersheds can also be found at swim.wellsreserve.org. If these bay, or ocean. avenues don’t work out, call the Wells Reserve stewardship coordinator, Tin Smith, at 646-1555 ext 119. U.S. Environmental Protection Agency Watershed A geographic area in which water flows on its way to a larger water body, such as a stream, river, estuary, lake, or Town Bridges Swamp Neddick River Cape River Works Great Josias River Kennebunk River Little River Mousam River Ogunquit River River Piscataqua River Salmon Falls Southside Brook Creek Spruce River Webhannet River York ocean. Coastal and ocean resources Acton 7 11 are affected not only by activities in Alfred 4 7 coastal areas but also by those in Arundel 4 7 upland watersheds. Berwick 2,3 2,11 U.S. Commission on Ocean Policy Eliot 2,11 2,11 2,13,14 2,16,17 Kennebunk 4 5,6 7 Kennebunkport 4 Why these watersheds? Kittery 11 11 0 13,14 16,17 The chart shows the Maine watersheds Lebanon 11 and towns that are included in the web- Lyman 4 7 based Seacoast Watershed Information North Berwick 2,3 2,11 Manager (swim.wellsreserve.org).
    [Show full text]
  • Firm Map Index Nfip
    MAP NUMBER MAP DATES Great Works Goodall MAP REPOSITORIES River Brook TOWN OF LYMAN L i This FIRM Index displays the map date for each t B t Duck Brook (Maps available for reference only, not for l CITY OF SACO og e Estes Lake FIRM panel at the time that this Index was Br R distribution.) ook Mousam ive TOWN OF W TOWN OF printed. Because this Index may not be r River Mousam ard Brook 9 River ALFRED ARUNDEL (! distributed to unaffected communities in 23031C0361G 23031C0362G Bush Brook 23031C0391G 23031C0392G subsequent revisions, users may determine the 23031C0411G 23031C0412G 23031C0416G 23031C0417G CITY OF BIDDEFORD ACTON, TOWN OF: Salmon 23031C0440G 23031C0441G 23031C0442G 23031C0461G current map date for each FIRM panel by visiting TOWN OF (!35 23031C0462G 23031C0466G 23031C0467G 23031C0486G Town Hall Falls River Round Swamps the FEMA Map Service Center website at S 35 H Road KENNEBUNK mit Little Old Fishing k Brook h http://msc.fema.gov, or by calling the FEMA Map SANFORD Mousam o B River Acton, Maine 04001 23031C0370G Pond 1 o r r o 23031C0390G REGIONAL Kennebunk ¤£ ok Information eXchange (FMIX) at 1-877-336-2627. River B River l B Sand AIRPORT il a Great Works River tso ALFRED, TOWN OF: Pond M n 23031C0495G*** Communities annexing land on adjacent FIRM f R TOWN OF LEBANON i Town Hall 99 of v 23031C0490G*** (! e panels must obtain a current copy of the 4 G 23031C0363G 23031C0364G** (! TOWN OF r 16 Saco Road 23031C0393G adjacent panel as well as the current FIRM 23031C0394G 23031C0413G 23031C0420G KENNEBUNKPORT Alfred, Maine 04002 23031C0414G 23031C0438G 23031C0439G 23031C0443G 23031C0444G 23031C0463G Index.
    [Show full text]
  • Maine Revised Statutes 38 §468
    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. Maine Revised Statutes 38 §468 Maine Revised Statutes Title 38: WATERS AND NAVIGATION Chapter 3: PROTECTION AND IMPROVEMENT OF WATERS Subchapter 1: ENVIRONMENTAL PROTECTION BOARD Article 4-A: WATER CLASSIFICATION PROGRAM §468. Classifications of minor drainages All surface waters lying within the boundaries of the State that are in basins having a drainage area less than 100 square miles that are not classified as lakes or ponds are classified in this section. [1989, c. 764, §20 (AMD).] 1. Cumberland County. Those waters draining directly or indirectly into tidal waters of Cumberland County, with the exception of the Androscoggin River Basin, the Presumpscot River Basin, the Royal River Basin and tributaries of the Androscoggin River Estuary and Merrymeeting Bay, entering above the Chops - Class B unless otherwise specified. A. Freeport. (1) Frost Gully Brook - Class A. [1989, c. 764, §21 (RPR).] A-1. Cape Elizabeth. (1) Trout Brook, those waters that form the town boundary with South Portland - Class C. [2009, c. 163, §13 (NEW).] B. Portland. (1) All minor drainages unless otherwise specified - Class C. (2) Stroudwater River from its origin to tidewater, including all tributaries - Class B. [2009, c. 163, §14 (AMD).] C. Scarborough. (1) All minor drainages - Class C unless otherwise specified.
    [Show full text]
  • Preliminary Flood Insurance Study Information Volume 1
    VOLUME 1 OF 4 YORK COUNTY, MAINE (ALL JURISDICTIONS) COMMUNITY NAME NUMBER COMMUNITY NAME NUMBER ACTON, TOWN OF 230190 OGUNQUIT, TOWN OF 230632 ALFRED, TOWN OF 230191 OLD ORCHARD BEACH, TOWN OF 230153 ARUNDEL, TOWN Of 230192 PARSONSFIELD, TOWN OF 230154 BERWICK, TOWN OF 230144 SACO, CITY OF 230155 BIDDEFORD, CITY OF 230145 SANFORD, CITY OF 230156 BUXTON, TOWN OF 230146 SHAPLEIGH, TOWN OF 230198 CORNISH, TOWN OF 230147 SOUTH BERWICK, TOWN OF 230157 DAYTON, TOWN OF 230148 WATERBORO, TOWN OF 230199 ELIOT, TOWN OF 230149 WELLS, TOWN OF 230158 HOLLIS, TOWN OF 230150 YORK, TOWN OF 230159 KENNEBUNK, TOWN OF 230151 KENNEBUNKPORT, TOWN OF 230170 KITTERY, TOWN OF 230171 LEBANON, TOWN OF 230193 LIMERICK, TOWN OF 230194 LIMINGTON, TOWN OF 230152 LYMAN, TOWN OF 230195 NEWFIELD, TOWN OF 230196 NORTH BERWICK, TOWN OF 230197 EFFECTIVE: FLOOD INSURANCE STUDY NUMBER 23005CV001A Version Number 2.3.2.1 TABLE OF CONTENTS Volume 1 Page SECTION 1.0 – INTRODUCTION 1 1.1 The National Flood Insurance Program 1 1.2 Purpose of this Flood Insurance Study Report 2 1.3 Jurisdictions Included in the Flood Insurance Study Project 2 1.4 Considerations for using this Flood Insurance Study Report 20 SECTION 2.0 – FLOODPLAIN MANAGEMENT APPLICATIONS 31 2.1 Floodplain Boundaries 31 2.2 Floodways 43 2.3 Base Flood Elevations 44 2.4 Non-Encroachment Zones 44 2.5 Coastal Flood Hazard Areas 45 2.5.1 Water Elevations and the Effects of Waves 45 2.5.2 Floodplain Boundaries and BFEs for Coastal Areas 46 2.5.3 Coastal High Hazard Areas 47 2.5.4 Limit of Moderate Wave Action 48 SECTION
    [Show full text]
  • Maine DOT Historic Bridge Survey, Phase II Final Report & Historic
    Maine State Library Digital Maine Transportation Documents Transportation 8-2004 Maine DOT Historic Bridge Survey, Phase II Final Report & Historic Context. 2004 Lichtenstein Consulting Engineers Maine Department of Transportation Follow this and additional works at: https://digitalmaine.com/mdot_docs Recommended Citation Lichtenstein Consulting Engineers and Maine Department of Transportation, "Maine DOT Historic Bridge Survey, Phase II Final Report & Historic Context. 2004" (2004). Transportation Documents. 33. https://digitalmaine.com/mdot_docs/33 This Text is brought to you for free and open access by the Transportation at Digital Maine. It has been accepted for inclusion in Transportation Documents by an authorized administrator of Digital Maine. For more information, please contact [email protected]. Maine DOT Historic Bridge Survey Phase II Final Report & Historic Context Free/Black Bridge, Brunswick #0323. Photo Courtesy MHPC. Prepared by Lichtenstein Consulting Engineers August 2004 PHASE II OF THE HISTORIC BRIDGE SURVEY - FINAL REPORT Table of Contents Introduction .................................................................... iv Section I. Methodology for Field Inspection, Research, and Evaluation ...................I-1 Field Inspection ............................................................I-1 Research ................................................................I-2 Determining Eligibility .......................................................I-3 Criteria for Determining Significance ............................................I-4
    [Show full text]
  • Chapter 3. PROTECTION and IMPROVEMENT of WATERS
    MRS Title 38, Chapter 3. PROTECTION AND IMPROVEMENT OF WATERS CHAPTER 3 PROTECTION AND IMPROVEMENT OF WATERS SUBCHAPTER 1 ENVIRONMENTAL PROTECTION BOARD ARTICLE 1 ORGANIZATION AND GENERAL PROVISIONS §361. Organization; compensation; meetings; duties (REPEALED) SECTION HISTORY PL 1967, c. 475, §§1,2 (AMD). PL 1969, c. 431, §9 (AMD). PL 1969, c. 499, §§1-3 (AMD). PL 1969, c. 571, §1 (AMD). PL 1971, c. 256, §1 (AMD). PL 1971, c. 414 (AMD). PL 1971, c. 527, §§1,2 (AMD). PL 1971, c. 618, §9 (AMD). PL 1973, c. 217 (AMD). PL 1973, c. 450, §1 (AMD). PL 1973, c. 712, §5 (AMD). PL 1973, c. 788, §206 (AMD). PL 1975, c. 228, §1 (AMD). PL 1975, c. 395 (AMD). PL 1975, c. 614, §1 (AMD). PL 1975, c. 771, §419 (AMD). PL 1977, c. 300, §§10-12 (AMD). PL 1977, c. 596, §2 (AMD). PL 1983, c. 483, §§4,5 (AMD). PL 1983, c. 566, §10 (AMD). PL 1983, c. 574, §2 (AMD). PL 1983, c. 743, §8 (AMD). PL 1983, c. 812, §§290,291 (AMD). PL 1985, c. 746, §17 (AMD). PL 1987, c. 125, §1 (AMD). PL 1989, c. 503, §B175 (AMD). PL 1989, c. 890, §§A34,40 (RP). §361-A. Definitions Unless the context otherwise indicates, the following words when used in any statute administered by the Department of Environmental Protection shall have the following meanings: [PL 1973, c. 423, §1 (RPR).] 1. Discharge. "Discharge" means any spilling, leaking, pumping, pouring, emptying, dumping, disposing or other addition of any pollutant to water of the State. [PL 1973, c.
    [Show full text]
  • Maine State Legislature
    MAINE STATE LEGISLATURE The following document is provided by the LAW AND LEGISLATIVE DIGITAL LIBRARY at the Maine State Law and Legislative Reference Library http://legislature.maine.gov/lawlib Reproduced from scanned originals with text recognition applied (searchable text may contain some errors and/or omissions) REVISED STATUTES 1964 prepared Undet. l~e Supervijion oll~e Commitlee on Revijion 01 Stalulej Being the Tenth Revision of the Revised Statutes of the State of Maine, 1964 Volume 6 Titles 33 to 39 Boston, Mass. Orford, N. H. Bost0n Law Book Co. Equity Publishing Corporation st. Paul, Minn. West Publishing Co. Text of Revised Statutes Copyright © 1904 by State of Maine 6 Maine Rev.Stats. This is a historical version of the Maine Revised Statutes that may not reflect the current state of the law. For the most current version, go to: http://legislature.maine.gov/legis/statutes/ Ch.3 WATERS-PROTECTION-IMPROVEMENT CHAPTER 3 PROTECTION AND IMPROVEMENT OF WATERS Subch. Sec. I. Water Improvement Commission __________________________ 361 II. Interstate Water Pollution Control ________________________ 491 III. Criminal Liability ___________ - ____ -- __ _ ___ -__ _ _ _ _ _ _ _ _ _ _ _ _ 571 SUBCHAPTER I WATER IMPROVEMENT COMMISSION ARTICLE 1. ORGANIZATION AND GENERAL PROVISIONS Sec. 361. Organization; compensation; meetings; duties. 362. Authority to accept federal funds. 363. Standards of classification of fresh waters. 364. -Tidal or marine waters. 365. Classification procedure. 366. Cooperation with other departments and agencies. 367. Classification of surface waters. 368. -Inland waters. 369. -Coastal streams. 370. -Tidal waters. 371. -Great ponds. 372. Exceptions. ARTICLE 2.
    [Show full text]
  • Recognizing Achievements, Celebrating Success Appendix A
    Tides of Change Across the Gulf : Chapter 7 - Recognizing Achievements, Celebrating Success Appendix A - Background Information on Groups Table of Contents Massachusetts Page Essex County Greenbelt Association Inc. .. 1 Massachusetts Bays Monitoring Program. .. 3 Massachusetts Bay Monitoring Program . 6 Massachusetts Water Resources Authority (MWRA) . .7 New England Aquarium Diver Club . 8 Tufts Centre for Conservation Medicine . .9 Woods Hole Oceanographic Institution . .11 Woods Hole Oceanographic Institution . 15 Maine Bagaduce Watershed Association . .21 Blue Hill Heritage Trust . 22 Casco Bay Estuary Project . 23 Cove Brook Watershed Council/8 Rivers Roundtable . 26 Damariscotta River Association . 27 Downeast Salmon Federation . .29 East Penobscot Bay Environmental Alliance . 31 FairPlay for Harpswell . 32 Friends of Acadia. 34 Friends of Taunton Bay . 35 Georges River Tidewater Association . 37 Island Institute . 39 Marine Environmental Research Institute (MERI)] . 41 Maine Sea Grant/Cooperative Extension marine Extension Team . 48 Quoddy Regional Land Trust . 51 Sheepscot Valley Conservation Association . 53 The Chewonki Foundation . 54 The Lobster Conservancy . .. 56 The Maine Chapter of The Nature Conservancy . 59 The Ocean Conservancy-New England Regional Office . 60 Union River Watershed Coalition. .. .62 University of Southern Maine . 63 Vinalhaven Land Trust . 64 Wells NERR Coastal Training Program . 66 New Hampshire Centre for Coastal and Ocean Mapping B University of New Hampshire . 67 Coastal Conservation Association of NH . 68 Nova Scotia Acadia Centre for Estuarine Research . .69 Bay of Fundy Ecosystem Partnership . 71 Bay of Fundy Ecosystem Partnership/Minas Basin Working Group. 73 Bedford Institute of Oceanography . 75 Centre for Water Resources Studies, Dalhousie University . 76 Clean Annapolis River Project . 77 Dr. Arthur Hines School .
    [Show full text]
  • An Assessment of the Economics of Natural and Built Infrastructure for Water Resources in Maine
    An Assessment of the Economics of Natural and Built Infrastructure for Water Resources in Maine Charles S Colgan PhD Damon Yakovleff MCPD Samuel B. Merrill PhD May 2013 Acknowledgements !e authors wish to acknowledge the contributions and feedback of the following individuals and organizations: Mark Anderson (University of Maine-Orono), John Burrows (Atlantic Salmon Federation), Gregg Caporossi (!e Trust for Public Land), Barbara Charry (Maine Audubon), Diano Circo (!e Trust for Public Land), Dan Coker (!e Nature Conservancy), Andy Cutko (Maine Natural Areas Program), Geo" Herman (Maine Munic- ipal Association), Paul Hunt (Portland Water District), Shaleen Jain (University of Maine-Orono), Kris Johnson (!e Nature Conservancy), Linda Orel (!e Trust for Public Land), Josh Royte (!e Nature Conservancy), Mark Smith (!e Nature Conservancy), Nancy Smith (GrowSmart Maine), John Talberth (World Resources Institute), R. Collin !errien (Maine Dept. of Conservation), Andrews Tolman (DHHS-Drinking Water Program), Steve Walker (Maine Department of Inland Fisheries & Wildlife), and Jed Wright (U.S. Fish and Wildlife Service). Special thanks to the Doris Duke Charitable Foundation, for its support of collaborative conservation #nance research, and to the Elmina B. Sewall Foundation, for its long-standing commitment to the environment and human well-being in the state of Maine. About the Authors Chales S. Colgan is Professor of Public Policy & Management and is a Research Associate of the New England Environmental Finance Center and Chair of the Graduate Program in Community Planning & Development in the Muskie School of Public Service at the University of Southern Maine. Damon Yakovle" is a Research Associate of the New England Environmental Finance Center.
    [Show full text]
  • 2016-2018 Mainedot Work Plan
    MaineDOT Work Plan Calendar Years 2016-2017-2018 January 2016 January 4, 2016 Dear MaineDOT Customer: Today, I am pleased to present the MaineDOT Work Plan for Calendar Years 2016-2017-2018. In this fourth annual Work Plan, our customers and partners will find basic information about the construction projects, maintenance, operations and administrative activities that MaineDOT will undertake over the next three years. Our customers—users of the transportation system—can learn about the work we plan to do in their town, city or region, and about where and how their tax dollars will be used. The Work Plan can help local and regional officials, legislators, government agencies, the construction industry, modal advocates and others with transportation interests—to plan their work, and also, to assess our effectiveness. The annual Work Plan has been well received, and is becoming more specific and more useful, every year. The estimated value of work in this Work Plan is more than $2.2 billion, with some 2,184 work items to be performed over three years. The Calendar Year (CY) 2016 work alone includes 497 capital projects with a combined total value of $520 million. The projects and activities listed for CY 2016 are more definitely funded and scheduled, while listings for CYs 2017 and 2018 may be more subject to fluctuations in funding and prices, permitting variables and weather conditions. The projects and work activities described in the Work Plan include all transportation modes in service in Maine—highways and bridges, transit (bus), passenger and freight railroad, aviation, ferries, ports and other marine facilities, and bicycle-pedestrian projects and operations.
    [Show full text]
  • Little Ossipee River, Connecting the Towns of Waterboro and Limerick, Maine
    HYDROLOGY REPORT Stimson Bridge carries State Route 5 over the Little Ossipee River, connecting the towns of Waterboro and Limerick, Maine. The Little Ossipee River begins in Acton, Maine at Balch Pond Dam and flows northeast for approximately 30 miles to its confluence with the Saco River in the town of Limington, Maine. The Little Ossipee River is approximately 120 feet wide at the location of Stimson Bridge, which is located approximately 14.3 miles upstream of its confluence with the Saco River. The drainage basin characteristics for the bridge are based on the comparison of projected peak flow rates from three sources. The first source is a 2007 report on the estimated magnitudes and recurrence intervals of peak flows on the Mousam and Little Ossipee Rivers for the flood of April 2007, with the estimated peak flows generated using the Expected Moments Algorithm (EMA) (Cohn and others, 1997; Cohn and others, 2001; Griffs and others, 2004) and the flows from the April 2007 flood. The second source is the Maine Department of Transportation (MaineDOT) Environmental Office – Hydrology Section which provided peak flows computed using the 1999 U.S.G.S. full regression equation. The third and final source is the Federal Emergency Management Agency (FEMA) flood insurance study for York County Maine, which generates peak discharges from a county wide analysis using drainage area relationships for the entire County. The three sets of peak flow data were further examined in cooperation with Charles Hebson from the MaineDOT Environmental Office ‐ Hydrology Section, where it was determined that the peak flows from the 2007 report using the EMA estimates were the most appropriate as it is the most up to date analysis of the Little Ossipee River.
    [Show full text]