Meeting the Challenges of the Changed Economic Environment Annual Conference September 2009 Water Services Training Group Regional Training Centre, Ballycoolin.

Slides:



Advertisements
Similar presentations
1000 Friends of Florida Presentation on May 12, 2005 Presenter: Kart Vaith/CDM
Advertisements

Landfill Water Quality Project Paul Brooks, Lea Bullard, Leslie Harper, Amanda Strickland, Sarah van Schagen April 30, 2004 University of North Carolina.
AQUAREC Project Centre for Water Systems AQUAREC Project Centre for Water Systems D. Joksimovic.
WATER DEPTH, VEGETATION, AND POLLUTANT REMOVAL IN A CONSTRUCTED WETLAND TREATING AQUACULTURE EFFLUENT Brian E. Dyson, Kim D. Jones, Ron Rosati* Department.
Investigation Plan for the Omaha WWTP – Stage One update Dr Mark James, Aquatic Environmental Sciences Ltd.
An Evaluation of BMP Removal Efficiency in the Kensico Reservoir Watershed New York City Department of Environmental Protection September 2008 Prepared.
Parker Water & Sanitation District Frank Jaeger, District Manager James Roche, Superintendent.
Our Water, Our Resource, Our Responsibility Module 2: Water Management Unit 2: Water Framework Directive.
By: Audella Eid Advisor: Dr. R. Zurayk Constructed Wetlands for Wastewater treatment.
WASTE STABILIZATION POND (WSP). Advantages:Simplicity simple to construct simple to construct simple to operate and maintain simple to operate and.
1 AZAcomp. African Field Test Trial Test Site: Chegutu, Zimbabwe, Municipal Sewage Pond #3 Test Start Date: September 10, Test Duration: Ongoing.
Te Kopuru Further Explanations. Recap Transition Rates Remission Policy Last year we introduced a new rates remission for the stormwater/wastewater increase.
Water Services National Training Group and National Federation of Group Water Schemes 7 th Annual Rural Water Services Conference 18 th September 2008.
Our Water, Our Resource, Our Responsibility Module 2: Water Management Unit 1: Roles, Responsibility and Legislation Muckno Mill Lough.
WASTE WATER TREATMENT FOR RITONAVIR PRODUCTION PLANT Presented by Wang Dong Mei July 8, 2000.
Glycol Treatment for Aircraft Deicing Scott Wallace and Mark Liner – Naturally Wallace Consulting David Cooper and Clodagh Murphy – ARM, Ltd. Russell Knight.
Remediation schemes to mitigate the impacts of abandoned mines Brian Bone Environment Agency for England and Wales.
National Urban Waste Water Study (Covers catchments with a population equivalent of 2,000 or more outside the Greater Dublin Area) Department of the Environment,
This is PhD work done in the context of the IUC-JU project. Contacts: PhD:
Our Water, Our Resource, Our Responsibility Module 2: Water Management Unit 3: The Local Authority - What’s happening? Castle Lake,
Introduction: We will start with an overview of treatment processes 1) Why do we treat water and wastewater? The main objectives of the conventional wastewater.
New Decade - New Challenges Annual Conference September 2010 Water Services Training Group 14 th Annual Conference New Decade – New Challenges 9 th September.
Michael Tamblin, P.E., BCEE Stearns & Wheler, LLC Protecting and Enhancing the Ramapo Watershed – A Designated Sole Source Aquifer Supplying New York and.
Glycol Treatment at London’s Heathrow Airport
04/12/04 Environmental Protection Agency/Lithuania OECD/Eurostat JQ Inland Waters Country presentation Lithuania Violeta Juozefaite.
WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006.
Meeting the Challenges of the Changed Economic Environment Annual Conference September 2009 Water Services Training Group 13 th Annual Conference 10 th.
TREATMENT OF A DAIRY FARM WASTEWATER USING A PILOT SCALE UPFLOW ANAEROBIC SLUDGE BLANKET (UASB) PROCESS By Ashveen Deerpaul & Arvinda Kumar RAGEN.
Lay-out of Proposed Scheme. Positives – Well located for integration into both NMBM Potable and Industrial supply infrastructure Can supplement either.
WSNTG Annual Conference September 2007 Water Services National Training Group 11 th Annual Conference 6 th September 2007.
1 Onsite Systems, Nutrients, and the Wakulla Springshed By Eberhard Roeder, Ph.D., P.E. Bureau of Onsite Sewage Programs FL Dept. of Health, Division of.
Integrated Constructed Wetlands Regulatory Aspects - the EPA’s role Aoife Loughnane Inspector, Environmental Licensing Programme Environmental Protection.
2008 Facility Plan Update May Purpose  Comprehensive Plan through 2033 –Builds on Past Work –Adjust for Changing Conditions  Identify Capacity,
Filtration Observations in the Carver County WMO West Metro Water Alliance May 25, 2011 (Thanks to Kristen Larson, Carver County)
The Clean Water Act © Dr. B. C. Paul (Jan. 2000).
Water Services Training Group Review of FOG Awareness Day Presentations.
WATROPEC project 1 Vlaams Kenniscentrum Water FITA premission seminar CROATIA Brussels, 25 November 2011.
© 2006, Koch Membrane Systems, Inc. All rights reserved. Joe White Maltings (Australia) MegaMagnum RO ® plant.
Meeting the Challenges of the Changed Economic Environment Annual Conference September 2009 Water Services Training Group 13 th Annual Conference 10 th.
WSNTG Annual Conference September 2007 Water Services National Training Group 11 th Annual Conference 6 th September 2007.
Construction OF AMMONIA REMOVAL UPGRADES FOR FIRST BROAD RIVER WWTP
Engineering SND Wastewater Treatment in the Classroom Sarah Sanford 1, Ann Sager 2, Sarina Ergas 2 1. T.R. Robinson; 2. Department of Civil and Environmental.
By Shih-Chieh Kao, Rebeka Sultana, T.P. Chan Tom Konopka, Tom Cooper J. Alleman, R.S. Govindaraju P URDUE U N I V E R S I T Y SAC MEETING WETLAND PROJECTS.
WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006.
LOCAL AUTHORITY REGULATORY ASPECTS Paul Carroll Executive Scientific Officer Waterford County Council Integrated Constructed Wetlands Awareness Seminar.
STREAM MONITORING CASE STUDY. Agenda  Monitoring Requirements  TMDL Requirements  OCEA Initial Monitoring Program  Selection of Parameters  Data.
Solving Water Pollution Problems in the Wakulla Springshed The City of Tallahassee’s Efforts to Reduce Stormwater Pollution Hydrogeology Workshop May 12-13,
Advisory Council 8 th Meeting 20 th February 2008 Newpark Hotel, Kilkenny.
WASTEWATER TREATMENT PETRIT TARE GENERAL DIRECTOR OF UKKO JSC CONFORMING TO EU WASTEWATER TREATMENT DIRECTIVE CASE STUDY OF KORCA CITY, ALBANIA.
MONTHLY OPERATIONS REPORT February 2016 Town of Discovery Bay, CA 2373 Days of Safe Operations 107,602 worked hours since last recordable incident.
Impacts of Livestock Waste on Surface Water Quality By the North Dakota Department of Health Division of Water Quality For the Livestock Manure Nutrient.
Membrane Bioreactors for Wastewater Treatment.
Town of Taos / Taos Valley Regional Wastewater Treatment Facility MBR Upgrade Emerging Technologies 2012 Infrastructure Finance Conference Kari Edenfield,
2011 WCW Conference. Fort McMurray James Sacker, Director Environmental Hugh Crawford, Wastewater Supervisor Plant Operations staff Alberta Environment.
Average Discharge per flush = 5 gallons Average blackwater flow (toilets) = 700 gals/day Average graywater flow = 2377 – 700 = 1677 gals/day.
Texas Commission on Environmental Quality
5th Annual Water and Sanitation Workshop
Reducing sediment & nutrient losses from intensive agriculture Restoring eutrophic shallow lakes Pastoral agriculture is the dominant land use in New.
The Cost savings on an Ecosystem Restoration project if the area is treated with Microbes First The example used for this comparison was the Stevenson.
Meeting Standards and Expectations in the Water Industry
Reduction of Accumulated Solids
Centre for Freshwater and Environmental Studies
Wastewater Design Challenges for Rural Alaska
Hydrogeologic Investigations of the Silver Lake Wetland
CITY OF MARSHALL CHLORIDE ISSUES NOVEMBER 22, 2016
Wastewater Facilities Upgrade Project
Industrial Effluent Discharge and Pollution Renaldo du Toit
Use of Domestic Reclaimed Water
USES OF DOMESTIC RECLAIMED WATER
Presentation transcript:

Meeting the Challenges of the Changed Economic Environment Annual Conference September 2009 Water Services Training Group Regional Training Centre, Ballycoolin June 28 th 2011

Meeting the Challenges of the Changed Economic Environment Annual Conference September 2009 Integrated Constructed Wetlands A Case Study, Glaslough, Co. Monaghan Dan Doody Senior Engineer (Retired) Monaghan County Council

Glaslough Location Map

Glaslough Village

ICW at Glaslough, Co. Monaghan

Glaslough Why an Integrated Constructed Wetland?

Glaslough New Treatment Works Required Pre 2001 – ‘Combined’ collection system delivered effluent to a 1940’s plant (discharging to Glaslough Stream) - overloaded. MCC prosecuted by ERFB Preliminary Report by Nicholas O’Dwyer peIR£205k Jan pe€950K ( pe€1.5m)

Glaslough 2001 Discharge Pipework Extended Temporary FM Environmental Package Plant (350pe) installed discharging to the Mountain Water River

Glaslough/Castle Leslie ICW May 2003 – Dr Rory Harrington, DEHLG & Paul Carroll, Waterford Co Co (invited by Billy Moore, Co Eng MCC) – Presentation in Monaghan on ICWs Aug 2003 – Samantha Leslie, Dan Doody & Mark Johnston MCC – Field trip to Anne Valley in Waterford to view working ICWs

Glaslough/Castle Leslie ICW DEHLG Funding Measures Small Schemes pre 2007€635k post 2007€1m Major Schemespre 2007over €635K post 2007over €1m

Glaslough/Castle Leslie ICW Major Scheme Measures – Priority to larger towns ( Monaghan, Carrickmacross, Castleblayney, Clones, & Ballybay ) Small Schemes Solution Sought – Capital Cost less than €1m – ICW??

Glaslough/Castle Leslie ICW Single major issue – Effluent Quality Castle Leslie – Land Ownership, Amenity Value & Use (related to Castle/Hotel & Equestrian Centre)

Glaslough/Castle Leslie ICW 2004 – 2006 Design, Land Lease, Tree felling, Part 8 Planning, Site Investigation, Tender Docs. Oct 2006 Construction commenced (Contractor Eamon Sherry)

Glaslough/Castle Leslie ICW Q2 – Q Earthworks, Planting (by Aila Carty, Vesi Environmental, Little Island, Cork) Ductwork, Cabling, Sampling & Monitoring Equipment) 26 th Oct 2007 ICW Commissioned Finishing Works, Riding Trails etc.

Glaslough/Castle Leslie ICW  Design 1750pe  (Current Load1400pe)  Footprint Area6.74ha  Water Surface Area3.25ha  Capital Cost€770k Meeting the Challenges of the Changed Economic Environment Annual Conference September 2009

Costs for Glaslough ICW Total cost including land€770k Less monitoring€144K Less exceptional costs, riding trails, bridges etc€220k Net cost of wetland€406k Budget cost for conventional waste treatment plant for 650pe is €1.5m

PLANOFICW

Glaslough ICW - POND 1

Right: Eamon De Butlier with Dr. R. Harrington Left: Minister Gormely visits ICW, June 2008

PLANOFICW

Stroll from Castle Leslie to… Integrated Constructed Wetland

Equestrians using Riding Trails on Embankments of Ponds

Monitoring equipment.

SCADA layout of ponds

Performance of Glaslough ICW ParameterInfluent (mg/l) Effluent (mg/l) Removal Efficiency (%) UWWD* (mg/l) BOD COD TSS Total N Total P Ammonia Nitrates MRP *UWWD = Urban Waste Water Directive NOTE: In the Consultation Paper on Environmental Objectives (Surface Water ) Regulations 2008 the level of Molybdate Reactive Phosphorus in river water body is mgP/l for High Status and mg p/l for Good Status.

Discharges Glaslough ICW ‘The Pure Drop’ (Autumn 2010)No Discharge (1 May 2011)

Quality of Receiving Waters Glaslough ICWMountain River ParameterInfluent (mg/l) Effluent (mg/l) Upstream (mg/l) Downstrea m (mg/l) UWWD * (mg/l) BOD COD TSS Total N Total P Ammonia Nitrates MRP *UWWD = Urban Waste Water Directive

CELL NUMBER SAMPLING POINT DATE SAMPLED ECOLI (Fecal Coliforms) per 100 mls TOTAL COLIFORMS per 100 mls ACCUMULATIVE PERCENTAGE OF ICW AREA Sludge pondINLET20-Jan > INLET20-Jan > INLET20-Jan INLET20-Jan INLET20-Jan-09< OUTLET20-Jan-09< Mountain River Upstream RIVER20-Jan Mountain River Downstream RIVER20-Jan Leixslip raw water – total coliforms/100mls: Range 52 to 41,000 for 2008 – faecal coliforms/100mls: Range 8 to 17,200 for 2008 – faecal coliforms/100mls: Range 8 to 17,200 for 2008 ICW Coliform Results (20/01/09)

Comparison ICW Glaslough (1750pe) v Emyvale (2000pe) *UWWD = Urban Waste Water Directive GLASLOUGH ICWEMYVALE STWUWWD ParameterInfluent mg/l Effluent mg/l to river Removal efficiency % Influent mg/l Effluent mg/l Removal efficiency mg/l Total N Ammonia Nitrates Total P MRP COD TSS BOD

Conclusion The discharge from the ICW in Glaslough not only complies with the UWWD but improves the quality of the receiving waters. Average removal efficiency for key parameters > 97 % A consistently good effluent quality Low operating and maintenance costs Positive feedback from public & Castle Leslie Keen interest (Nationally & Internationally) from Industry Professionals

Contact Information Tel Mob