58 the Land Conservation Plan for Maine's Piscataqua Region

Total Page：16

File Type：pdf, Size：1020Kb

58 the Land Conservation Plan for Maine's Piscataqua Region

CONSERVATION FOCUS AREA DESCRIPTIONS SHAKER POND CFA Conservation Focus Areas MAINE Core Areas Map Prepared by Maine Department of Inland Supporting Landscape Fisheries & Wildlife March 16, 2010 Major Roads Jason Czapiga, Cartographer NEW HAMPSHIRE Streams 0 0.2 0.4 0.8 Mile Piscataqua River Watershed Boundary 0 0.2 0.4 0.8 Kilometer Town Boundaries Universal Transverse Mercator (UTM) Projection North American Datum (NAD) 1983 1:24,000 Conservation Lands 58 THE LAND CONSERVATION PLAN FOR MAINE’S PISCATAQUA REGION WATERSHEDS CONSERVATION FOCUS AREA DESCRIPTIONS SHAKER POND TOWNS: Alfred, Waterboro WATERSHED: Shaker Brook, Littlefield River (Mousam River) CORE AREA SUPPORTING LANDSCAPE SIZE 337 acres 642 acres SIGNIFICANT ECOLOGICAL RESOURCES Forest Ecosystem Area w/in undeveloped habitat block 270 acres 297 acres Area w/in unfragmented forest block none mapped none mapped Freshwater Systems Undeveloped stream reaches 15 1 River & stream miles 1.7 miles 0.3 miles Significant Wildlife Habitat Inland wadingbird and waterfowl habitat 2 mapped totaling 220 acres in core 113 additional acres Tidal wadingbird waterfowl habitat n/a n/a Deer wintering area none mapped none mapped Significant vernal pool none mapped none mapped Shorebird feeding / roosting area n/a n/a Significant Plant & Animal Occurrences Rare plant populations Swamp White oak, Wild Indigo Rare animal populations Blanding’s Turtle, Spotted Turtle, Northern Black Racer, Ribbon Snake, Least Bittern, Ringed Boghaunter Rare natural communities none mapped Exemplary natural communities and ecosystems Sedge Meadow Water Supply High yield aquifer Most of this CFA is located over a Significant sand and gravel aquifer Wellheads and wellhead protection zones Public Water Supply wells occur in the northern portion of this CFA CURRENT CONSERVATION STATUS Permanently Protected, Managed as natural no conservation lands known no conservation lands known area or ecological reserve (GAP 1 & 2) Permanently Protected, Managed primarily as working forest (GAP 3) Not permanently protected, but in public or institutional ownership (GAP 3a) RELATIONSHIP TO OTHER PLANS Area identified in other planning initiatives Shaker Pond is included as a focus area in Maine’s Wildlife Action Plan and is identified as a conservation priority 58 THE LAND CONSERVATION PLAN FOR MAINE’S PISCATAQUA REGION WATERSHEDS THE LAND CONSERVATION PLAN FOR MAINE’S PISCATAQUA REGION WATERSHEDs 59.

Copy Link

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]
4 Year Bridge Investment Plan : Includes $160M from "An Act to Keep Bridges Safe"
Maine State Library Digital Maine Transportation Documents Transportation 4-8-2008 4 Year Bridge Investment Plan : Includes $160M from "An Act to Keep Bridges Safe" Maine Department of Transportation Follow this and additional works at: https://digitalmaine.com/mdot_docs Recommended Citation Maine Department of Transportation, "4 Year Bridge Investment Plan : Includes $160M from "An Act to Keep Bridges Safe"" (2008). Transportation Documents. 127. https://digitalmaine.com/mdot_docs/127 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]. 4 Year Bridge Investment Plan Includes $160M from "An Act to Keep Bridges Safe" April 2008 ESTIMATED BRIDGE # TOWN/S BRIDGE NAME ROAD FEATURE UNDER COST 5657 Abbot Brown Black Road Brown Brook $300,000 3300 Acton - Newfield Balch Mills Acton Bridge Road Little Ossippee River $425,000 1271 Alfred Nutter's Back Road Littlefield River $450,000 5100 Alton Tannery Tannery Road Dead Stream $350,000 6247 Amherst West Branch Route 9 W. Branch 1/2 Mile Pond Brook $435,000 3726 Anson Ice House Route 201A Gilbert Brook $760,000 3948 Arundel Hutchins Log Cabin Road (SA 5) Goffs Mill Brook $100,000 0077 Auburn Royal River Old Danville Road Royal River $600,000 1465 Augusta I-95/New Belgrade SB I-95 SB Routes 8 - 11 & 27 $2,500,000 2719 Augusta Riggs Routes 100 & 201 Riggs Brook $2,000,000 3078 Augusta Father
[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]
Annual Report Town of Alfred, Maine for the Year Ending 2016
The University of Maine DigitalCommons@UMaine Maine Town Documents Maine Government Documents 2016 Annual Report Town of Alfred, Maine For The eY ar Ending 2016 Alfred, Me. Follow this and additional works at: https://digitalcommons.library.umaine.edu/towndocs Repository Citation Alfred, Me., "Annual Report Town of Alfred, Maine For The eY ar Ending 2016" (2016). Maine Town Documents. 6323. https://digitalcommons.library.umaine.edu/towndocs/6323 This Report is brought to you for free and open access by DigitalCommons@UMaine. It has been accepted for inclusion in Maine Town Documents by an authorized administrator of DigitalCommons@UMaine. For more information, please contact [email protected]. ANNUAL REPORT TOWN OF ALFRED, MAINE FOR THE YEAR ENDING 2016 Conant Mill Site - East Branch of the Mousam In 1761, Nathaniel Conant was still living in Beverly, Massachusetts when he approached Richard Kimball of Kennebunk about building a saw mill on the east branch of the Mousam River. The partners were not farmers looking to build a small neighborhood mill to saw lumber to sheath their barns, Conant and the Kimball were well connected and ambitious men hoping to profit from Alfred’s rich timber resources by converting it to lumber. Conant was the agent for the Coxhall Proprietorship and controlled thousands of acres in interior York County; Kimball was a shipbuilder and merchant – the Father of Kennebunk. Together, they formed a perfect partnership, Conant had the timber and Kimball could get it to market. For next half century Conant’s up and down saw mill sliced Alfred timber into lumber that was hauled down Kennebunk Road and used in the local shipyards or loaded onto vessels for sale in the Caribbean.
[Show full text]
Comparison of Observed and Predicted Abutment Scour at Selected Bridges in Maine
Comparison of Observed and Predicted Abutment Scour at Selected Bridges in Maine Final Report 2008 A Publication from the Maine Department of Transportation’s Research Division Technical Report Documentation Page 1. Report No.08-04 2. 3. Recipient’s Accession No. 4. Title and Subtitle 5. Report Date Comparison of Observed and Predicted Abutment 2008 Scour at Selected Bridges in Maine 6. 7. Author(s) 8. Performing Organization Report No. Pamela J. Lombard and Glenn A. Hodgkins SIR 2008-5099 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. U.S. Geological Survey, Maine Division 11. Contract © or Grant (G) No. 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Maine DOT 16 State House Station Augusta, ME 04333-0016 14. Sponsoring Agency Code 15. Supplementary Notes 16. Abstract (Limit 200 words) Maximum abutment-scour depths predicted with five different methods were compared to maximum abutment-scour depths observed at 100 abutments at 50 bridge sites in Maine with a median bridge age of 66 years. Prediction methods included the Froehlich/Hire method, the Sturm method, and the Maryland method published in Federal Highway Administration Hydraulic Engineering Circular 18 (HEC-18); the Melville method; and envelope curves. No correlation was found between scour calculated using any of the prediction methods and observed scour. Abutment scour observed in the field ranged from 0 to 6.8 feet, with an average observed scour of less than 1.0 foot. Fifteen of the 50 bridge sites had no observable scour. Equations frequently overpredicted scour by an order of magnitude and in some cases by two orders of magnitude.
[Show full text]
Three Rivers Land Trust Comprehensive Plan 2019
Three Rivers Land Trust Comprehensive Plan 2019 1 Three Rivers Land Trust Mission Statement: Building stronger, healthier communities through the conservation of wild and working landscapes. Vision Statement: In 15 years towns will have implemented a broad conservation vision keeping farmland, working forest, and ecosystems intact, and increasing regional recreational opportunities, all while protecting large blocks of un-fragmented land for wildlife corridors, resilience, air quality, and carbon sequestration. 3RLT will be involved in school programs and other educational outreach opportunities. We will also be collaborating with many other groups, non-profits and municipal groups. There will be a system of interconnected trails across our service area, which people will know about and use frequently. The trust will also be involved in proactive management of our properties, and serve as a leader in best practices for farms, forests, water conservation, and renewable energy. There will be a stronger sense of community in our area, and an integrated food system that will help connect people with the land. Intention: This document is a statement of our commitment to this community, and our commitment to be transparent, welcoming, and inclusive. We hope that you, the reader, will learn from these pages and take action - by sharing it with our neighbors; by joining our efforts through membership, volunteering, or attending an event; or by considering conservation of your land. We look forward to working with you! 2 Three Rivers Land Trust Strategic Conservation Plan 2018 Table of Contents 1. Introduction 1. About Three Rivers Land Trust 2. Document Overview 2. Our Region 1.
[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]
Mousam River 2014 Data Report
Maine Department of Environmental Protection Mousam River 2014 Data Report Section 5-6 Mousam River (Mousam and Kennebunk Rivers Alliance) Mousam River The Mousam River is 23 miles long and originates at Square Pond which flows to Mousam Lake in Shapleigh. From Mousam Lake, the River flows through the towns of Alfred and Sanford to Estes Lake. The Littlefield River and Middle Branch River flow into Estes Lake from the north. From Estes Lake, Mousam River continues through the town of Kennebunk before discharging to the Gulf of Maine at Parsons Beach. Back Creek (tidal creek) enters the Mousam River near the mouth. The river is dammed at several places along its route including at Mill Pond and No. 1 Pond in Sanford, Estes Lake and Old Falls Pond. Water quality in the Mousam River was impacted historically by industrial and commercial use related to mills in the towns of Sanford and Kennebunk (Baker, 1999). Today, water quality impacts are caused in large part by stormwater runoff associated with increasing development of the watershed and high levels of impervious surfaces in the town centers of Sanford and Kennebunk. Water quality is also impacted by several point source discharges to the main stem. In addition, the industrial legacy of the ten dams on the main stem of the river may also contribute to degraded water quality. According to Maine’s statutory Water Classification System, the Mousam River Basin has designations listed below.1 Below head of tide, the river is Class SB. A. Mousam River, main stem. (1) From the outlet of Mousam Lake to a point located 0.5 miles above Mill Street in Springvale – Class B.
[Show full text]
Biennial Capital Work Plan for Fiscal Years 2010-2011 (September 2009 Revision) Maine Department of Transportation
Maine State Library Digital Maine Transportation Documents Transportation 9-2009 Biennial Capital Work Plan for Fiscal Years 2010-2011 (September 2009 Revision) Maine Department of Transportation Follow this and additional works at: https://digitalmaine.com/mdot_docs Recommended Citation Maine Department of Transportation, "Biennial Capital Work Plan for Fiscal Years 2010-2011 (September 2009 Revision)" (2009). Transportation Documents. 29. https://digitalmaine.com/mdot_docs/29 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 Department of Transportation Fiscal Years 2010-2011 Work Plan Androscoggin County Auburn Hotel Road Major Collector, Rail Crossing Engineering Property Acquisition Construction Other This project will be considered for eligibility for federal, state and general obligation bond funding. Signal Improvements(Rail/Highway Xing): This project will upgrade signals and install crossing gates at the Hotel Road Highway/Railway Crossing (#170883U), located 0.08 of a mile northerly of the Martindale Road on the St. Lawrence & Atlantic Railway. PIN Work Type Scope Total 011466.00 Development Signal Improvements(Rail/Highway Xing) $147,500 Auburn Route 11 1.64 mile(s) Minor Arterial, Highway Engineering Property Acquisition Construction Other This project will be considered for funding based on continued ATRC financial support. Highway Rehabilitation: Improvements to allow two-way traffic along the Minot Avenue leg of the rotary on Minot Avenue for approximately 1.64 miles. PIN Work Type Scope Total 011599.00 Development Reconstruction $3,701,261 Auburn Hotel Road Major Collector, Signal Engineering Property Acquisition Construction Other This project will be considered for eligibility for federal, state and general obligation bond funding.
[Show full text]
Section 5-6 Mousam River (Mousam and Kennebunk Rivers Alliance)
Maine Department of Environmental Protection Mousam River 2014 Data Report Section 5-6 Mousam River (Mousam and Kennebunk Rivers Alliance) Mousam River The Mousam River is 23 miles long and originates at Square Pond which flows to Mousam Lake in Shapleigh. From Mousam Lake, the River flows through the towns of Alfred and Sanford to Estes Lake. The Littlefield River and Middle Branch River flow into Estes Lake from the north. From Estes Lake, Mousam River continues through the town of Kennebunk before discharging to the Gulf of Maine at Parsons Beach. Back Creek (tidal creek) enters the Mousam River near the mouth. The river is dammed at several places along its route including at Mill Pond and No. 1 Pond in Sanford, Estes Lake and Old Falls Pond. Water quality in the Mousam River was impacted historically by industrial and commercial use related to mills in the towns of Sanford and Kennebunk (Baker, 1999). Today, water quality impacts are caused in large part by stormwater runoff associated with increasing development of the watershed and high levels of impervious surfaces in the town centers of Sanford and Kennebunk. Water quality is also impacted by several point source discharges to the main stem. In addition, the industrial legacy of the ten dams on the main stem of the river may also contribute to degraded water quality. According to Maine’s statutory Water Classification System, the Mousam River Basin has designations listed below.1 Below head of tide, the river is Class SB. A. Mousam River, main stem. (1) From the outlet of Mousam Lake to a point located 0.5 miles above Mill Street in Springvale – Class B.
[Show full text]
Preliminary Flood Insurance Study Information Volume 3
VOLUME 3 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 23005CV003A 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]
Kennebunk-Arundel, Bartlett, Hydrology & Hydraulics
Hydrology & Hydraulics Report Bartett Bridge #2041 over Kennebunk River Kennebunk and Arundel, Maine STP-2046(800) WIN 20468.00 Maine Department of Transportation Bridge Program Hydrology Report | 1 HYDROLOGY REPORT Bartlett Bridge (#2041) over the Kennebunk River carries US Route 1 between Kennebunk and Arundel, Maine. The Kennebunk River watershed extends north and west from the bridge location. The basin begins at Kennebunk Pond in Lyman to the north and Carlisle Brook in Lyman to the west. Kennebunk Pond outlets to Lords Brook and the Kennebunk River is formed at the confluence of Carlisle and Lord Brooks in Lyman, 10.9 miles upstream of Bartlett Bridge. The watershed upstream of the bridge is 16% wetlands. Downstream of the bridge, the Kennebunk River continues 6.5 miles before discharging into the Atlantic Ocean between the towns of Kennebunk and Kennebunkport. The drainage basin characteristics for this bridge were provided by the Maine Department of Transportation Environmental Office, Hydrology Section. Peak flows were calculated with techniques described in the United States Geological Survey Water-Resources Investigations Report 99-4008 (Hodgkins, 1999). Despite the close proximity to the coast line, the bridge location does not have tidal influences due to the steep grade of the Kennebunk River downstream of the bridge. The flood of record at Bartlett Bridge occurred in April of 2007 (commonly referred to as the Patriot’s Day Flood). This event combined up to 8.5 inches of rain with snowmelt to produced peak flows greater than the 100 year recurrence interval throughout York County. The USGS report, “Flood of April 2007 in Southern Maine,” calculated the flow rate at the Bartlett Bridge crossing as 5730 CFS.
[Show full text]