Taunton River Pathways Brochure
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Bridgwater and Taunton Canal- Maunsel Lock to Creech St Michael
Bridgwater and Taunton Canal- Maunsel Lock to Creech St Michael (and return) Easy to Moderate Trail Please be aware that the grading of this trail was set according to normal water levels and conditions. Weather and water level/conditions can change the nature of trail within a short space of time so please ensure you check both of these before heading out. Distance: 8 miles Approximate Time: 2-3 Hours The time has been estimated based on you travelling 3 – 5mph (a leisurely pace using a recreational type of boat). Type of Trail: Out and Back Waterways Travelled: Bridgewater and Taunton Canal Type of Water: Rural Canal Portages and Locks: 2 Nearest Town: Bridgewater/ Taunton Start and Finish: Maunsel Lock TA7 0DH O.S. Sheets: OS Map 182 Weston-Super-Mare OS Map Cutting in Bridgewater 193 Taunton and Lyme Regis Route Summary Licence Information: A licence is required to paddle Canoe along one of England’s best kept secrets. The on this waterway. See full details in useful information Bridgwater and Taunton Canal opened in 1827 and links below. the River Tone to the River Parrett. It is a well-kept secret Local Facilities: At the start and part way down the but a well-managed one! Local people, have set up a canal volunteer wardens scheme to look after their canal and their success can be shown in its beauty and peacefulness. This canal might be cut off from the rest of the system, but it has well-maintained towpaths and fascinating lock structures which make for idyllic walking and peaceful boating. -
Taunton Deane Edition
IS TH N Child Sexual IO IN IT Travel D Exploitation E SOMERSET pages Page 17 4&5 Volunteer drivers urgently wanted A day in the life of... pages 6&7 pages 14&15 Autumn 2016 Taunton Your Somerset Deane Keeping the county moving ore than £40m has been invested in Somerset’s roads in the last 18 months to keep the county moving and drive Mits economy forward. We’ve carried out a vast amount of work on schemes to reduce journey times, improve safety, support new housing developments and provide the transport network we need to help businesses thrive. More than £5m has been spent on major improvements to key roads and key junctions, including the Horsey and Hospital roundabouts in Yeovil and the Huntworth roundabout at junction 24 of the M5. A further £900,000 has gone into upgrading traffic signals, with big schemes in Taunton, Frome, Dunster and Bridgwater. More than £2m has been spent on nearly 40 Small Improvement Schemes across the county – community driven projects to tackle local highways problems. On top of that, we have invested over £30m in repairing and resurfacing the highway network. This vast programme of works has included the resurfacing of the A3088 Cartgate link road into Yeovil, the A30 in Chard and delivery of the largest surface dressing programme ever in Somerset. This represents a huge investment of capital funds (money we Congratulations to all Somerset can’t spend on the Council’s day-to-day running costs) in the county’s infrastructure. Even in these times of massive budget students who recently received pressures, making sure we have a quality road network is critical to the county’s future growth and prosperity. -
Tidal Flushing and Eddy Shedding in Mount Hope Bay and Narragansett Bay: an Application of FVCOM
Tidal Flushing and Eddy Shedding in Mount Hope Bay and Narragansett Bay: An Application of FVCOM Liuzhi Zhao, Changsheng Chen and Geoff Cowles The School for Marine Science and Technology University of Massachusetts at Dartmouth 706 South Rodney French Blvd., New Bedford, MA 02744. Corresponding author: Liuzhi Zhao, E-mail: [email protected] 1 Abstract The tidal motion in Mt. Hope Bay (MHB) and Narragansett Bay (NB) is simulated using the unstructured grid, finite-volume coastal ocean model (FVCOM). With an accurate geometric representation of irregular coastlines and islands and sufficiently high horizontal resolution in narrow channels, FVCOM provides an accurate simulation of the tidal wave in the bays and also resolves the strong tidal flushing processes in the narrow channels of MHB-NB. Eddy shedding is predicted on the lee side of these channels due to current separation during both flood and ebb tides. There is a significant interaction in the tidal flushing process between MHB-NB channel and MHB-Sakonnet River (SR) channel. As a result, the phase of water transport in the MHB-SR channel leads the MHB-NB channel by 90o. The residual flow field in the MHB and NB features multiple eddies formed around headlands, convex and concave coastline regions, islands, channel exits and river mouths. The formation of these eddies are mainly due to the current separation either at the tip of the coastlines or asymmetric tidal flushing in narrow channels or passages. Process-oriented modeling experiments show that horizontal resolution plays a critical role in resolving the asymmetric tidal flushing process through narrow passages. -
UNITED STATES DISTRICT COURT NORTHERN DISTRICT of INDIANA SOUTH BEND DIVISION in Re FEDEX GROUND PACKAGE SYSTEM, INC., EMPLOYMEN
USDC IN/ND case 3:05-md-00527-RLM-MGG document 3279 filed 03/22/19 page 1 of 354 UNITED STATES DISTRICT COURT NORTHERN DISTRICT OF INDIANA SOUTH BEND DIVISION ) Case No. 3:05-MD-527 RLM In re FEDEX GROUND PACKAGE ) (MDL 1700) SYSTEM, INC., EMPLOYMENT ) PRACTICES LITIGATION ) ) ) THIS DOCUMENT RELATES TO: ) ) Carlene Craig, et. al. v. FedEx Case No. 3:05-cv-530 RLM ) Ground Package Systems, Inc., ) ) PROPOSED FINAL APPROVAL ORDER This matter came before the Court for hearing on March 11, 2019, to consider final approval of the proposed ERISA Class Action Settlement reached by and between Plaintiffs Leo Rittenhouse, Jeff Bramlage, Lawrence Liable, Kent Whistler, Mike Moore, Keith Berry, Matthew Cook, Heidi Law, Sylvia O’Brien, Neal Bergkamp, and Dominic Lupo1 (collectively, “the Named Plaintiffs”), on behalf of themselves and the Certified Class, and Defendant FedEx Ground Package System, Inc. (“FXG”) (collectively, “the Parties”), the terms of which Settlement are set forth in the Class Action Settlement Agreement (the “Settlement Agreement”) attached as Exhibit A to the Joint Declaration of Co-Lead Counsel in support of Preliminary Approval of the Kansas Class Action 1 Carlene Craig withdrew as a Named Plaintiff on November 29, 2006. See MDL Doc. No. 409. Named Plaintiffs Ronald Perry and Alan Pacheco are not movants for final approval and filed an objection [MDL Doc. Nos. 3251/3261]. USDC IN/ND case 3:05-md-00527-RLM-MGG document 3279 filed 03/22/19 page 2 of 354 Settlement [MDL Doc. No. 3154-1]. Also before the Court is ERISA Plaintiffs’ Unopposed Motion for Attorney’s Fees and for Payment of Service Awards to the Named Plaintiffs, filed with the Court on October 19, 2018 [MDL Doc. -
Closed Closed Closed Closed Closed Closed 09:00-13
Taunton Deane & S Somerset Christmas & New Year 2020/21 Bank Holiday Pharmacy Hours TRADING NAME ADDRESS 1 ADDRESS 2 POSTCODE TELEPHONE Boxing Day Specialist Saturday 26th Sunday 27th NUMBER Christmas Day (Monday 28th New Year's Day Medicines December December December) Bishops Lydeard pharmacy Quantock Vale surgery, Mount Street Bishops Lydeard TA4 3LH 01823 430201 Closed Closed Closed Closed Closed No Bruton pharmacy 3 High Street Bruton BA10 0AB 01749 812342 Closed 09:00-13:00 Closed Closed Closed No 09:00-13:00 Boots pharmacy Fore Street Castle Cary BA7 7BG 01963 350263 Closed Closed Closed Closed No 14:00-17:00 Boots pharmacy 5 Fore Street Chard TA20 1PH 01460 63114 Closed 09:00-15:00 Closed Closed Closed No Lloydspharmacy 59 Fore Street Chard TA20 1QA 01460 63051 Closed 09:00-12:00 Closed Closed Closed No Lloydspharmacy Unit 1 Stringfellows Gallery, Holyrood Street Chard TA20 2AJ 01460 63089 Closed 09:00-17:30 Closed Closed Closed No Creech pharmacy Creech Medical Centre, Hyde Lane Creech St Michael TA3 5FA 01823 444465 Closed Closed Closed Closed Closed No Boots pharmacy 8-10 Market Street Crewkerne TA18 7LA 01460 72310 Closed 09:00-17:30 Closed Closed Closed No Crewkerne Pharmacy Crewkerne Health Centre, Middle Path Crewkerne TA18 8BX 01460 72781 Closed Closed Closed Closed Closed No Day Lewis pharmacy 31 High Street Ilchester BA22 8NH 01935 840273 Closed Closed Closed Closed Closed No Boots pharmacy 6 East Street Ilminster TA19 0AJ 01460 52648 Closed 09:30-15:30 Closed Closed Closed No Minster pharmacy 15 Silver Street Ilminster -
Bath House, Wellington Road, Taunton, Somerset, TA1 4EQ
EPC D Bath House, Wellington Road, Taunton, Somerset, TA1 4EQ Asking Price £200,000 A two bedroom penthouse apartment with garage and parking within this Grade II Listed converted Georgian Town House. Bath House enjoys a very convenient location within close proximity to Taunton town centre. There are a wide range of retail facilities nearby as well as schools in both the state and private sectors with excellent reputations. Taunton enjoys excellent transport links with access to the M5 motorway interchange at junction 25 and a mainline railway service with fast links to London Paddington. The property also enjoys the benefit of some fantastic countryside nearby in two Areas of Outstanding Natural Beauty, The Blackdown Hills and The Quantock Hills. The internal accommodation, in brief, comprises of a characterful communal entrance hallway and stairwell which rises to the front door. Once into the apartment there is an entrance hall providing access to all principle rooms. The open plan living/dining area is an impressive 25ft in length enjoying a feature fireplace and dual aspect windows with a door opening to the private roof terrace. There is also a fitted kitchen, family bathroom and two double bedrooms (master with en suite shower room and private balcony). Outside, there is a single garage in a block with parking in front. palmersnell.co.uk Viewing arrangement by appointment 1823530142 [email protected] We advise that this property is currently tenanted on an assured short-hold tenancy. 43 High Street, Taunton, Somerset Interested parties should satisfy themselves, by inspection or otherwise as to the accuracy of the description given and any floor plans shown in these property details. -
Open PDF File, 1.14 MB, for Taunton River Watershed 2001
APPENDIX A TAUNTON RIVER WATERSHED DWM YEAR 2001 WATER QUALITY MONITORING DATA Technical Memorandum TM-62-6 DWM Control Number: 94.1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ELLEN ROY HERZFELDER, SECRETARY MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION ROBERT W. GOLLEDGE JR., COMMISSIONER DIVISION OF WATERSHED MANAGEMENT GLENN HAAS, DIRECTOR Taunton River Watershed 2001 Water Quality Assessment Report Appendix A A1 62wqar.doc DWM CN 94.0 Table of Contents Introduction ......................................................................................................................................A3 Project Objectives .............................................................................................................................A3 Field and Analytical Methods .............................................................................................................A4 Survey Conditions...........................................................................................................................A12 Water Quality Data .........................................................................................................................A17 References Cited ............................................................................................................................A34 Appendix 1 - Quality Assurance/Quality Control Data Validation .......................................................A35 Appendix 2 - 2001 Data Symbols and Qualifiers ..............................................................................A42 -
Taunton, MA Waterbody Assessment, 305(B)/303(D)
MA62-10_2008 MA62-22_2008 MA62-32_2008 Matfield River (5) Satucket River (2) Coweeset Brook (3) 106 West 28 123 MA62-13_2008 Bridgewater Town River (3) Mansfield Easton MA62106_2008 MA62-12_2008 MA62-13_2008 Hockomock River Little Cedar Swamp (3) Town River (3) Town River (3) MA62203_2008 Town Black Brook River Fuller Hammond Ward Pond (3) MA62-35_2008 TownTown RiverRiver Pond Hockomock River (3) MA62134_2008 MA62158_2008 MA62-11_2008 Norton Reservoir (5) Reservoir (3) Town River (3) MA62-27_2008 South Brook 138 South Brook Canoe River (2) MA62-31_2008 Mulberry Meadow Brook (3) Carver Canoe River Pond MA62033_2008 Norton MA62213_2008 Carver Pond (4c) Reservoir Winnecunnet Pond (4c) MA62131_2008 Norton Lake Nippenicket (4c) (TMDL) 140 Bridgewater Winnecunnet MA62-28_2008 Lake 18 Pond Nippenicket MA62-40_2008 Snake River (3) 495 Rumford River Rumford River Rumford River (2) Watson Sawmill Brook SnowsBrook 104 SnowsBrook Pond MA62007_2008 MA62-56_2008 MA62-36_2008 Barrowsville Pond (3) Three Mile River (5) MA62166_2008 MA62088_2008 Sawmill Brook (3) Barrowsville MA62084_2008 MA62205_2008 Lake Sabbatia (5) Hewitt Pond (3) Gushee PondMA62-49_2008 Pond Gushee Pond (4c) Watson Pond (5) Otis Pratt Brook Wading River (5) Meadow Sabbatia Lake Kings Brook Pond Prospect Hill MA62101_2008 Pond Pond MA62228_2008 Mill Kings Pond (3) 24 MA62113_2008 River Johnson Bassett Brook Whittenton Impoundment (4c) Pond Meadow Brook Pond (3) MA62149_2008 Birch Brook Prospect Hill Pond (3) MA62097_2008 Middleborough MA62-56_2008 Three Mile River (5) MA62136_2008 -
Integrated Wastewater and Stormwater Master Plan Was Added As a Requirement in the Latest Amendment of the Federal Court Order
Executive Summary ES.1 Background ES.1 Background ES.2 Purpose ES.1.1 City of Fall River ES.3 Integrated Planning The City of Fall River (Fall River/City) is located in Bristol County, Approach in southeastern Massachusetts. As shown in Figure ES-1, the City ES.4 Project Issues and is located along the Taunton River and Mount Hope Bay shoreline. Goals Interstate 195 crosses through the City and provides access to Providence, Rhode Island to the west and Cape Cod to the east. ES.5 Problem Similarly, Route 24 provides access to the Boston area in the Identification and north. Several local routes (Routes 6, 79, 81 and 138) also pass Resolution Processes through the city, linking Fall River with its neighboring ES.6 Resolution Concepts communities. ES.7 Resolution Concept Fall River was founded in 1803 and incorporated as a city in Assessment 1854. The City is approximately 40.2 square miles in size, with a ES.8 Financial population of over 88,000 people. It is one of the ten largest cities Considerations in the Commonwealth of Massachusetts. ES.9 Recommended Plan ES.10 Conclusions Figure ES-1: Locus Map ES-1 Executive Summary • DRAFT Fall River played an important role in the textile industry, utilizing the Quequechan River for water power and cooling water. During the 19th century, the City experienced significant economic growth with the development of numerous textile mills. Many of these mills were located along the Quequechan River. In 1876, Fall River was the largest textile producing city in the country. -
Geology of the Taunton "Quadrangle, Bristol and Plymouth Counties Massachusetts
Geology of the Taunton "Quadrangle, Bristol and Plymouth Counties Massachusetts By JOSEPH H. HARTSHORN GEOLOGY OF SELECTED QUADRANGLES IN MASSACHUSETTS v -GEOLOGICAL SURVEY BULLETIN 1163-D Prepared in cooperation with the Commonwealth of Massachusetts ' Department of Public ff^orks ,UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1967 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY William T. Pecora, Director For sale by the Superintendent of Documents, U. S. Government Printing Office Washington, D.C. 20402 CONTENTS ' Page Abstract__ ____-_____-_---___________----__---_----___-------_--- Dl Introduction._ ___-___----____________---_----_------_-------______ 1 Acknowledgments. __.._________,.______-_-_-___-___--______-___ 2 General setting.._.---_____________-_-___'__________-.__________ 2 Pre-Pleistocene geology and history._________________________________ 2 Stratigraphy._______________________----_--------_---_-.______ 3 Structure._______-----____________---------_-----_----____.___ 6 Geologic history._-_-_--__________----_-----_-----_--_-________ 7 Pleistocene geology____-_-_____-_______--__------___-__---_-_______ 8 Glacial erosion._______________________________________________ 8 Glacial deposits.__-_-_.-_______-___---------_---_-_------_.____ 9 Till..---------------------------------------------------- 9 Field and laboratory data..____________________________ 11 * Ground moraine.-.-----------^-------------------- 12 Flowtill. _-______-.-.---------.--------.....-...-_ 19 Textural data.____________________________________ -
Overlooked by Many Boaters, Mount Hope Bay Offers a Host of Attractive Spots in Which to Wile Away a Day—Or Week—On the Water
DESTINATION MOUNT HOPE BAY The author’s boat, Friendship, at anchor in Church’s Cove. Overlooked by many boaters, Mount Hope Bay offers a host of attractive spots in which to wile away a day—or week—on the water. BY CAPTAIN DAVE BILL PHOTOGRAPHY BY CATE BROWN ount Hope Bay, shared by Massachusetts and Rhode Island, doesn’t get a lot of attention from boaters. But it should. The bay is flled with interesting places to dock, drop an anchor or explore in a small boat, so you could fll an entire week visiting a new spot every day. Every summer, I spend a signifcant amount of time on the bay aboard a 36- foot Union cutter, so I’ve gotten to know and love this body of water, which offers everything from interesting things to see and do to great dock-and-dine restaurants to scenic spots where one can drop the hook and take a dip. Here are some of my favorite places to visit, as well as some points of interest. The main gateway to Mount Hope Bay (which is named after a small hill on its western shore) is via the center span of the Mount Hope Bridge, with Hog Island Shoal to port and Musselbed Shoals to starboard. You can also enter, from the north, via the Taunton River, and from the south, via the Sakonnet River. Although the Army Corps of Engineers maintains a 35-foot-deep shipping channel through the bay up to Fall River, be mindful of navigational aids that mark obstructions such as Spar Island or Old Bay Rock. -
Plymouth County, Massachusetts (All Jurisdictions)
VOLUME 3 OF 5 PLYMOUTH COUNTY, MASSACHUSETTS (ALL JURISDICTIONS) COMMUNITY NAME NUMBER COMMUNITY NAME NUMBER ABINGTON, TOWN OF 250259 MARSHFIELD, TOWN OF 250273 BRIDGEWATER, TOWN OF 250260 MATTAPOISETT, TOWN OF 255214 BROCKTON, CITY OF 250261 MIDDLEBOROUGH, TOWN OF 250275 CARVER, TOWN OF 250262 NORWELL, TOWN OF 250276 DUXBURY, TOWN OF 250263 PEMBROKE, TOWN OF 250277 EAST BRIDGEWATER, TOWN OF 250264 PLYMOUTH, TOWN OF 250278 HALIFAX, TOWN OF 250265 PLYMPTON, TOWN OF 250279 HANOVER, TOWN OF 250266 ROCHESTER, TOWN OF 250280 HANSON, TOWN OF 250267 ROCKLAND, TOWN OF 250281 HINGHAM, TOWN OF 250268 SCITUATE, TOWN OF 250282 HULL, TOWN OF 250269 WAREHAM, TOWN OF 255223 KINGSTON, TOWN OF 250270 WEST BRIDGEWATER, TOWN OF 250284 LAKEVILLE, TOWN OF 250271 WHITMAN, TOWN OF 250285 MARION, TOWN OF 255213 PRELIMINARY: APRIL 18, 2018 FLOOD INSURANCE STUDY NUMBER 25023CV003D Version Number 2.3.3.5 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 5 SECTION 2.0 – FLOODPLAIN MANAGEMENT APPLICATIONS 17 2.1 Floodplain Boundaries 17 2.2 Floodways 34 2.3 Base Flood Elevations 35 2.4 Non-Encroachment Zones 35 2.5 Coastal Flood Hazard Areas 35 2.5.1 Water Elevations and the Effects of Waves 35 2.5.2 Floodplain Boundaries and BFEs for Coastal Areas 37 2.5.3 Coastal High Hazard Areas 38 2.5.4 Limit of Moderate Wave Action 39 SECTION 3.0