An Audit of the Surface Water Outfalls in the River Ingrebourne - ‘Outfall Safari’
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Map Plan and Report for Proposed Sewer District
MAP, PLAN AND REPORT SEWER DISTRICT FORMATION SCHOHARIE BUSINESS PARK TOWN OF SCHOHARIE, NEW YORK MARCH 11, 2020 197 ELM STREET PO BOX 610 COBLESKILL, NEW YORK 12043 TABLE OF CONTENTS 1 Introduction 1 2 Wastewater System History 1 3 Existing Conditions 1 4 Evaluation of Facilities 5 5 Proposed Sewer District Options 7 6 Conclusion and Recommendations 8 APPENDICES A Schoharie Business Park Mapping B NYSDEC Correspondence C Existing Sewer System Schematic D Water Production Data E Existing SPDES Permit F Mapping of Sewer District Options G Proposed Improvements H User Cost Calculations I Proposed Sewer District Map and Description Page 1 1 INTRODUCTION The Schoharie Business Park (SBP) consists of 13 tax parcels as indicated on the mapping in Appendix A. The Business Park is currently served by private water and sewer systems and a private road network. Recently, NYSDEC has urged the Town to consider forming a Sewer District so that certain administrative and ownership issues related to the sewer system can be addressed. While the water system and the road network also have some technical issues that need attention, the scope of this Map, Plan and Report (MPR) only includes the Sewer System. 2 WASTEWATER SYSTEM HISTORY The wastewater system for the Schoharie Business Park was issued a discharge permit from NYSDEC in March of 2001. In 2002, Schoharie Park Sewage Works, Inc. was formed to operate the wastewater system under the NYS Transportation Corporation Law. In 2017, when many properties within the Schoharie Business Park were sold, Schoharie Park Sewage Works, Inc. was dissolved. This has left two options for the proper administration of the sewer system: 1) the current owner of the Schoharie Business Park (7 Summits, LLC) can form a new Transportation Corporation or 2) the Town of Schoharie can form a Sewer District. -
Tc Walks Leaflet D5 (With 30 Years Logo)
Introduction: This walk is approximately 11k long, taking about 3.5 hours to complete at a steady pace, along paved, gravel and unmade footpaths, K including parts of the London Loop and/or Ingrebourne Way FP136, as S R E L well as following some of the valley of the River Ingrebourne. C H U U R Q C E H H E Start: From the bus stand in Tees Drive at the junction with Noak Hill R S 1 O C O A L A D L C HILL FARM O E W K O Road (served by frequent bus routes from Hornchurch, Harold E 2 R N Wood and Romford), turn right into and cross Noak Hill Road D A ST. THOMAS’S CHURCH O onto the footpath opposite. Walk along this path and uphill for R L W IL 3 H about 500 metres to the junction with Church Road and K A O 1 N Chequers Road. Continue ahead along Chequers Road for MANOR FARM about 250 metres passed Manor Farm on your right until you E reach Lower Noke Close on the right. S DAGNAM PARK T 2 Turn right into Lower Noke Close through a large green metal A gate, signposted as the beginning of Ingrebourne Way FP136. 5 H 4 After about 250m the road turns left to go under the M25 (into H A DAGNAM HOUSE Wrightsbridge Road next to Old Macdonalds Farm). Continue ahead for about 300m along a C gravel path, which is an entrance to Dagnam Park (The Manor), with fields and woods on both MES sides. -
Infiltration/Inflow Task Force Report
INFILTRATION/INFLOW TASK FORCE REPORT A GUIDANCE DOCUMENT FOR MWRA MEMBER SEWER COMMUNITIES AND REGIONAL STAKEHOLDERS MARCH 2001 INFILTRATION/INFLOW TASK FORCE REPORT A GUIDANCE DOCUMENT FOR MWRA MEMBER SEWER COMMUNITIES AND REGIONAL STAKEHOLDERS MARCH 2001 Executive Summary This report is the product of the Infiltration/Inflow (I/I) Task Force. It has been developed through the cooperative efforts of the 43 Massachusetts Water Resources Authority (MWRA) member sewer communities, MWRA Advisory Board, The Wastewater Advisory Committee (WAC) to the MWRA, Charles River Watershed Association (CRWA), Fore River Watershed Association (FRWA), Mystic River Watershed Association (MRWA), Neponset River Watershed Association (NRWA), South Shore Chamber of Commerce (SSCC), Massachusetts Department of Environmental Protection (DEP), United States Environmental Protection Agency (EPA), and MWRA. The I/I Task Force recommends implementation of the regional I/I reduction goals and implementation strategies detailed in this report. The report outlines a regional I/I reduction plan with appropriate burdens and benefits for stakeholders. The report is intended to be a guidance document for use by local sewer communities, as well as other regional stakeholders, who may tailor appropriate aspects of the report recommendations to their unique situations. Severe storms in October 1996 and June 1998 led to the unusual circumstance of numerous sanitary sewer overflows (SSOs) from local and MWRA collection systems. In the aftermath of these events, EPA and DEP began an aggressive effort to make MWRA regulate flows from community sewer systems. MWRA recommended cooperative efforts by local collection system operators, as well as regulators and environmental advocates, would be more effective than a prescriptive, enforcement based approach. -
Recommended Standards for Wastewater Facilities
RECOMMENDED STANDARDS for WASTEWATER FACILITIES POLICIES FOR THE DESIGN, REVIEW, AND APPROVAL OF PLANS AND SPECIFICATIONS FOR WASTEWATER COLLECTION AND TREATMENT FACILITIES 2014 EDITION A REPORT OF THE WASTEWATER COMMITTEE OF THE GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF STATE AND PROVINCIAL PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS MEMBER STATES AND PROVINCE ILLINOIS NEW YORK INDIANA OHIO IOWA ONTARIO MICHIGAN PENNSYLVANIA MINNESOTA WISCONSIN MISSOURI PUBLISHED BY: Health Research, Inc., Health Education Services Division P.O. Box 7126 Albany, N.Y. 12224 Phone: (518) 439-7286 Visit Our Web Site http://www.healthresearch.org/store/ten-state-standards Copyright © 2014 by the Great Lakes - Upper Mississippi River Board of State and Provincial Public Health and Environmental Managers This document, or portions thereof, may be reproduced without permission if credit is given to the Board and to this publication as a source. ii TABLE OF CONTENTS CHAPTER PAGE FOREWORD ..................................................................................................................................... v 10 ENGINEERING REPORTS AND FACILITY PLANS 10. General ............................................................................................................................. 10-1 11. Engineering Report Or Facility Plan ................................................................................ 10-1 12. Pre-Design Meeting ....................................................................................................... 10-12 -
Design Standards for Stormwater Detention and Retention for Pima County
Pima County Regional Flood Control District Design Standards for Stormwater Detention and Retention Supplement to Title 16, Chapter 16.48, Runoff Detention Systems Floodplain and Erosion Hazard Management Ordinance Pima County Regional Flood Control District 97 E. Congress St., 3rd Floor Tucson, AZ 85701-1791 (520) 724 -4600 June 2014 _________________ Design Standards for Stormwater Detention and Retention for Pima County REVISIONS Because of ongoing regulatory and technical changes in the fields of floodplain and stormwater management, revisions to this manual will be required from time to time. Such revisions will be approved by the Floodplain Administrator. Hard copy (printed) revisions will not be distributed. It is the holder’s responsibility to keep the document current by periodically checking the Regional Flood Control District’s web page for new digital versions. The revision history of the document is listed below. Chronology of Publication, Updates and Revisions Description Date First Edition June 2014 Chapter 6 Revised to Include Benefits of February 2015 Multiple-Use Basins I _________________ Design Standards for Stormwater Detention and Retention for Pima County TABLE OF CONTENTS No. Description Page No. 1. INTRODUCTION ................................................................................................. 1 1.1 Purpose ......................................................................................................................1 1.2 Ordinance Overview and Detention Requirements ..................................................2 -
Type of Waste Treated Wastewater Outfall Number 001 Outfall Location
Expiration Date: November 30, 2015 Permit Number: 101694 File Number: 71832 Page 1 of 16 Pages NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM WASTE DISCHARGE PERMIT Department of Environmental Quality Western Region - Salem Office 750 Front Street NE, Suite 120, Salem, OR 97301-1039 Telephone: (503) 378-8240 Issued pursuant to ORS 468B.050 and The Federal Clean Water Act ISSUED TO: SOURCES COVERED BY THIS PERMIT: City of Powers Outfall Outfall PO Box 250 Type of Waste Number Location Powers, OR 97466 Treated Wastewater 001 R.M. 28.0 FACILITY TYPE AND LOCATION: RECEIVING STREAM INFORMATION: Trickling Filter - High Rate Basin: South Coast POWERS STP Sub-Basin: Coquille 285 E CEDAR ST POWERS Receiving Stream: South Fork Coquille River LLID: 1241417430803 28.0 D Treatment System Class: Level II County: COOS Collection System Class; Level I EPA REFERENCE NO: OR0026930 Issued in response to Application No. 968383 received October 5,2010. This permit is issued based on the land use findings in jhe permit record. •7 Steve Sclmurbusch Acting Water Quality Manager Western Region North PERMITTED ACTIVITIES Until this permit expires or is modified or revoked, the permittee is authorized to construct, install, modify, or operate a wastewater collection, treatment, control and disposal system and discharge to public waters adequately treated wastewaters only from the authorized discharge point or points established in Schedule A and only in conformance with all the requirements, limitations, and conditions set forth in the attached schedules as follows: Page Schedule A - Waste Discharge Limitations not to be Exceeded 2 Schedule B - Minimum Monitoring and Reporting Requirements.... -
London LOOP Section 22 Harold Wood to Upminster Bridge
V4 : May 2011V4 : May London LOOP Directions: Exit Harold Wood station by the stairs at the end of the platform Section 22 to join the LOOP route which passes the station‟s main exit. Harold Wood to Upminster Bridge Once outside the station and on Gubbins Lane turn left then left again into Oak Road. Follow the road straight ahead past Athelstan Road and Ethelburga Road – lots of Saxon names here - and then go down Archibald Road, the third street on the right. Go through the metal barrier onto the gravel road passing the houses on the right and the Ingrebourne River quietly flowing by on the left. Continue on the short stretch of tarmac road to the busier Squirrels Heath Road and turn right. Start: Harold Wood (TQ547905) Station: Harold Wood After a short distance turn left into the modest Brinsmead Road A which Finish: Upminster Bridge (TQ550868) leads to Harold Wood Park. Station: Upminster Bridge Go through the gate and turn immediately right onto the path. Just before Distance: 4 miles (6.9 km) the carpark turn left to follow the tarmac path along the avenue of trees, passing tennis courts on the right. At the end of the path turn left and go past the children‟s playground on the right. A footbridge comes into view on Introduction: This section goes through Pages Wood - a superb new the right. Go over the Ingrebourne River via the wooden footbridge to enter community woodland of 74 hectares, as well as other mysterious woodland, Pages Wood. Turn right and follow the gravel path. -
Winchmore Hill
Enfield Society News No. 194, Summer 2014 Enfield’s ‘mini-Holland’ project: for and against In our last issue we discussed some of the proposals in Enfield Council’s bid under the London Mayor’s “mini-Holland” scheme to make the borough more cycle-friendly. On 10th March the Mayor announced that Enfield was one of three boroughs whose bids had been selected and that we would receive up to £30 million to implement the project. This provides a great opportunity to make extensive changes and improvements which will affect everyone who uses our streets and town centres, but there is not unanimous agreement that the present proposals are the best way of spending this money. The Council has promised extensive consultations before the proposals are developed to a detailed design stage, but it is not clear whether there are conditions attached to the funds which would prevent significant departures from the proposals in the bid. The Enfield Society thinks that it would be premature to express a definitive view until the options have been fully explored, but we are keen to participate in the consultation process, in accordance with the aim in our constitution to “ensure that new developments are environmentally sound, well designed and take account of the relevant interests of all sections of the community”. We have therefore asked two of our members to write columns for and against the current proposals, in order to stimulate discussion. A third column, from the Enfield Town Conservation Area Study Group, suggests a more visionary transformation of Enfield Town. Yes to mini-Holland! Doubts about mini- Let’s start with the people of Enfield. -
Page 1 Email
www.haveringeastlondonramblers.btck.co.uk email: [email protected] Mobile: 07583 532309 Newsletter and Programme December 2018 - March 2019 Chair's Report Another programme and a New Year on our horizon, how time flies by. We have just had our 30th AGM where we reflected on the year making note of our achievements and challenges, which includes our 30th anniversary, the rekindling of our social events and not to forget the ‘walking and talking’ aspect. The challenges faced and which will continue are Network Rail issues, GDPR and Data Transition. All of these issues will continue to progress in 2019 and we will gather and reflect your comments to and from Area. I have reviewed all the programmes 2017/18 just to get an idea of the walking distance and believe it or not the Group has walked over 788 miles, more or less from Lands End to John O’Groats. This does not include any pre- walks or detours!! This is some achievement with only 31 walk leaders, who collectively put on 125 walks. I would like to extend my thanks to every walk leader, back marker and the Committee members who have ensure everything has run smoothly in putting the programmes together, communicating information and delivery of walks. Great team work makes happy walkers. Page 1 Can I be the first to wish everyone a Happy Christmas and Happy New Year. My last word for now: May the road rise up to meet you. May the wind be always at your back. May the sun shine warm upon your face; the rains fall soft upon the fields May the muddy bogs and styles be few and May there be plentiful bushes for your convenience. -
Hydraulics Manual Chapter 13 APPENDIX F – STORM DRAINAGE
Storm Drainage 13-F-1 APPENDIX F STORM DRAINS 1.0 Introduction This appendix provides information for the planning and hydraulic design of storm drainage systems. The methodology is intended for those with an understanding of basic hydrologic and hydraulic concepts and principles. Hydrologic concepts were discussed in Chapter 7. Important hydraulic principles include flow classification, conservation of mass, conservation of momentum, and conservation of energy. These elements were introduced in Chapter 8. Guidance on procedures to evaluate energy losses associated with storm drain systems is provided in Appendix G. A storm drain is that portion of the highway drainage system which receives surface water through inlets and conveys the water through a network of pipes to an outfall (see figure below). It is composed of different lengths and sizes of pipe connected by appurtenant structures. A section of pipe connecting one inlet or appurtenant structure to another is termed a "segment" or "run". Appurtenant structures include inlet structures (excluding the actual inlet opening), access holes, junction chambers, and other miscellaneous structures. LEFT BRANCH 4 RIGHT BRANCH 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 1 3 1 1 1 2 2 1 1. Lateral storm drain 5 2. Submain storm drain 3. Main or trunk storm drain 5 4. Intercepting storm drain 5. Outfall storm drain Manhole CREEK Typical Closed Conduit Storm Drain System Storm drain system design begins after inlet capacity and spacing (Appendix D) have been determined. Then, on a drainage system map, the connecting pipes, access holes, direction of flow, outfall location, existing drainage features and any necessary horizontal/vertical adjustments to avoid existing utilities would be documented. -
Regional Flood Risk Assessment
London Regional Flood Risk Appraisal First Review August 2014 Contents Page Updating the January 2014 Consultation Draft 3 Executive Summary 4 Chapter 1 - Introduction 1.1 Wider Policy Background 5 1.2 The London Plan 6 1.3 The Sequential Test 8 1.4 How to use this RFRA 9 Chapter 2 - Overview of Flood Risk to London 2.1 Tidal Flood Risk 10 2.2 Fluvial Flood Risk 15 2.3 Surface Water Flood Risk 23 2.4 Foul Sewer Flood Risk 27 2.5 Groundwater Flood Risk 28 2.6 Reservoir Flood Risk 29 Chapter 3 – Spatial Implications of Flood Risk 3.1 Introduction 32 3.2 Specific Development Areas 33 3.3 Main Rail Network and Stations 47 3.4 London Underground & DLR Network 48 3.5 Main Road Network and Airports 49 3.6 Emergency Services 51 3.7 Schools 52 3.8 Utilities 53 3.9 Other Sites 55 Chapter 4 – Conclusions and Look Ahead 56 Appendix 1 List of Monitoring Recommendations 57 Appendix 2 Glossary 59 Appendix 3 Utility Infrastructure within Flood Risk Zones 60 Appendix 4 Comparison of Flood Risk Data with 2009 RFRA 66 Appendix 5 Flood Risk Maps Separate Document London Regional Flood Risk Appraisal – First Review – August 2014 page 2 of 66 Updating the January 2014 Consultation Draft This document represents an update of the draft, that was published in January 2014, in the light of a three-month consultation. Alongside further assistance by the Environment Agency, this final version of the First Review was also informed by responses the Mayor received from TfL as well as the London Boroughs of Richmond, Havering and Southwark (see Statement of Consultation provided separately). -
The Transport System of Medieval England and Wales
THE TRANSPORT SYSTEM OF MEDIEVAL ENGLAND AND WALES - A GEOGRAPHICAL SYNTHESIS by James Frederick Edwards M.Sc., Dip.Eng.,C.Eng.,M.I.Mech.E., LRCATS A Thesis presented for the Degree of Doctor of Philosophy University of Salford Department of Geography 1987 1. CONTENTS Page, List of Tables iv List of Figures A Note on References Acknowledgements ix Abstract xi PART ONE INTRODUCTION 1 Chapter One: Setting Out 2 Chapter Two: Previous Research 11 PART TWO THE MEDIEVAL ROAD NETWORK 28 Introduction 29 Chapter Three: Cartographic Evidence 31 Chapter Four: The Evidence of Royal Itineraries 47 Chapter Five: Premonstratensian Itineraries from 62 Titchfield Abbey Chapter Six: The Significance of the Titchfield 74 Abbey Itineraries Chapter Seven: Some Further Evidence 89 Chapter Eight: The Basic Medieval Road Network 99 Conclusions 11? Page PART THREE THr NAVIGABLE MEDIEVAL WATERWAYS 115 Introduction 116 Chapter Hine: The Rivers of Horth-Fastern England 122 Chapter Ten: The Rivers of Yorkshire 142 Chapter Eleven: The Trent and the other Rivers of 180 Central Eastern England Chapter Twelve: The Rivers of the Fens 212 Chapter Thirteen: The Rivers of the Coast of East Anglia 238 Chapter Fourteen: The River Thames and Its Tributaries 265 Chapter Fifteen: The Rivers of the South Coast of England 298 Chapter Sixteen: The Rivers of South-Western England 315 Chapter Seventeen: The River Severn and Its Tributaries 330 Chapter Eighteen: The Rivers of Wales 348 Chapter Nineteen: The Rivers of North-Western England 362 Chapter Twenty: The Navigable Rivers of