Bear Trap Dunes Water Treatment Facility Report conducted by.

Slides:



Advertisements
Similar presentations
HAULED WATER Gary Carlson Municipal Systems EPA Region 8.
Advertisements

American Water Raw Water Quality Not Textbook? Just Pilot! Iron Removal with High pH Raw Water March 27, 2008 Sandy Kutzing, P.E., CDM Eric Hahn, P.E.,
TEXAS COMMISSION on ENVIRONMENTAL QUALITY. PROPOSED STUCTURE FOR CHAPTER 217 < Subchapter A Administrative Provisions < Subchapter B Design Bases < Subchapter.
Kenya AIDS Vaccine Initiative
Nathan Saunders, P.E. Maine Drinking Water Program Public Water System Owner & Operator Responsibility.
Ground Water Rule Review, Updates and Compliance Plans MSDH – Bureau of Public Water Supply Spring 2012.
WELCOME TO THE KENNEBEC WATER DISTRICT FILTRATION PLANT.
ADULT DAY CARE Chapter 605 Survey Overview. Required Documentation When the surveyor(s) come to survey your Adult Day Care Center, they will ask you for.
Sustained Compliance Workshop - Anchorage, AK September 23-24, 2010 Eric Burg Kenai Peninsula & Southeast Alaska – Compliance & Monitoring Section DEC.
Water Treatment for NYC Croton Schematic. NYC Filtration Plant for Delaware and Catskill Systems  Filtration avoidance criteria  Alternatives to Filtration.
Water Treatment for NYC Croton Schematic. NYC Filtration Plant for Delaware and Catskill Systems ä Filtration avoidance criteria ä Alternatives to Filtration.
NYC Filtration Plant for Delaware and Catskill Systems ä Filtration avoidance criteria ä Alternatives to Filtration? ä Where should the plant(s) be located?
Cornerstone Engineering Group The Foundation for Your Civil Engineering Needs Camanche Reservoir Water Treatment Plant Project Cecilia Zamora Evangelina.
1 National Harmonisation Overview HAZCON Pty Ltd Health, Safety & Environmental Consultants
Retirement Home Regulated under the Retirement Home Act, 2010.
Chlorination & Chlorine Demand
JEFF VANSTEENBURG IOWA DEPARTMENT OF NATURAL RESOURCES Arsenic Removal/Reduction at the Point of Use in Small Water Systems.
Tulane University - Office of Environmental Health & Safety (OEHS) EMERGENCY EYEWASH AND SHOWERS FOR TULANE LABORATORY OR FACILITY EMPLOYEES WITH THE POTENTIAL.
Emergency Eye/Face Wash Training Training Provided by University of Wisconsin-Stout Safety and Risk Management Services.
PSC INSPECTION REPORT George W. Wakim, P.E.
Waupun Utilities Water Treatment Facility. Treatment Processes Source Water Pretreatment System Reverse Osmosis System Post Treatment System Distribution.
Water Quality & Intermittent Water Supplies Dr. Nawal Sunna’ Water Authority, Ministry of Water & Irrigation Amman, Jordan Consultation on Minimum Household.
The Wonderful World of Growing. Hydroponics – Growing of plants without soil  Nutrients are delivered to the plant in an aqueous solution  The scope.
Facilities Management and Design Chapter 5 Water and Wastewater systems.
Massachusetts Department of Environmental Protection Drinking Water Program.
WORKER SAFETY Radionuclides Web Cast August 4, 2004 Loren W. Setlow Office of Radiation and Indoor Air
Alternative Onsite Sewage Systems: New Regulations & Issues for Localities Potomac Watershed Roundtable January 7, 2011 Thomas E. Crow, Director Division.
After the Sanitary Survey
Capital Health Medical Outpatient Unit April 12th 2007 Final Presentation Kyle Brown Hillary Higgins Justin Lang.
Water Treatment & Distribution System Overview.
Ministry of the Environment Certificates of Approval for an Anaerobic Digestion Facility Post Construction DIGGING INTO BIOGAS DETAILS WORKSHOP April 5,
Procedimientos de Calidad Curso Refresco ERU WATSAN M15 08’ Monitoring & Reporting.
New Jersey American Water Springfield Water Treatment Plant Planning and Design.
SPWSTAC 2006 From POU to Centralized Arsenic Treatment: A Small Water System Case Study 2006 NGWA Naturally Occurring Contaminants Conference J. Mitchell.
My septic system is working just fine! New State Wide Rules Began 1 st of 2015 replacing the 1977 code Goals Update system designs to currently available.
Presented by Steven P. Feltman Food Safety and Quality Specialist.
WATER &WASTE WATER PROJECT PLANNING & TESTING EWB Meeting December 5, 2007 By Mike Smith, Burns & Mac.
Industrial Risk Control
Circuit Rider Training Program (CRTP) Circuit Rider Professional Association Annual General Meeting and Conference August 30, 2012.
All About Sanitary Surveys David Edmunds Environmental Program Specialist ADEC Drinking Water Program Sustained Compliance: What It Means to Public Water.
1. Purpose  It is the policy of the company to provide equipment necessary to prevent injury in the event of a chemical exposure. Types of hazards 
Bechtel National Inc. 1 Using Human Performance Analysis to Eliminate Errors Presented September 13, 2006 DOE Integrated Safety Management Best Practices.
EPA Groundwater Rule 40 CFR Parts and 142. Reasons for the Groundwater Rule  To protect public health due to viruses and other bacterial exposure.
Revised Total Coliform Rule Sandy Brentlinger Southwest Drinking Water.
Purpose of Water Treatment c. Safe Drinking Water Act and SDWA amendments.
Revised Total Coliform Rule (RTCR) Community Systems Rychel McKenzie Jason Pushard December 2015.
Jim Smith CONFINED SPACE Understanding the Space Park Requirements.
TRUMAN MIDDLE SCHOOL Presented by Counsilman ▪ Hunsaker Facility Audit.
ENVIRONMENTAL SCIENCE 5.4 The Waterworks. At the Waterworks When reservoirs or rivers are the source of drinking water, the water must be treated to remove.
Water Resources Department June 2, The city’s water is safe for children, adults and pets. We are in full compliance with all regulations dictated.
Water Filtration Plant Improvements Project Summary
Hazardous Waste Disposal of hazardous waste is regulated by the EPA under Resource Conservation and Recovery Act (RCRA) 40 CFR Section 261 CSP is classified.
Chlorination & Chlorine Demand
welcome to the Kennebec water district filtration plant
CTC 450 Review Open Channel Flow (Manning’s Equation)
Lead and Copper Rule (LCR)
2017 Environmental Trade Fair Shannon Gibson
CITY OF MARSHALL CHLORIDE ISSUES September 26, 2017
Sample Site Plans.
Private Homeowner Drinking Water Issues
Treatment – Chlorine Disinfection
Water Filtration Systems
Hazardous Waste Disposal of hazardous waste is regulated by the EPA under Resource Conservation and Recovery Act (RCRA) 40 CFR Section 261 CSP is classified.
CTC 450 Review Open Channel Flow (Manning’s Equation)
CITY OF MARSHALL CHLORIDE ISSUES NOVEMBER 22, 2016
ENG421 (5c) – Water Treatment Plant Costs
Southwest Section AWWA 2018 – Baton Rouge, LA
Assessment of MBR for Bacteria & Nitrogen Reduction
Lebanon Water Works National Optimization Goals Case Study - Meeting the Goals at the Lebanon Water Works Company Daren Thompson, MBA, MPM.
Presentation transcript:

Bear Trap Dunes Water Treatment Facility Report conducted by

KPC Water Team   Team members – Tim Sweany – Trevor Irvine – Thomas Burton – Tyler Wingate   Experience – 10 years combined experience in Water/Wastewater field

Mission KPC Environmental Group is an environmental company which performs water treatment consulting in Delaware. Purpose: Analyze Bear Trap Water Treatment plant – Determine compliance with regulations/ permits – Issue findings – Make Recommendations for possible improvements

Bear Trap Customers   Area Served – Bethany Bay/Ocean View System – One of Five water treatment plants

Bear Trap Customers   Population Served – 814 accounts in Bear Trap development – Seasonal occupancy (5,043 accounts system wide) 3,992 Full time residents in system 21,058 Transient residents from May-September

Aerial View of Facility

Facility Overview   Construction Dates – Wells - April 2007 – Plant - May 2008 – Open - May 2008   Wells – Well # gpm – Well # gpm – Water tower- 350,000 gal – Average production- 500,000 gpd – Maximum production- 775,000 gpd at 540 gpm – Maximum design production- 1,728,000 gpd

Treatment   Pre-filtration Chemical Addition – Caustic, Chlorine, & Potassium Permanganate   Greensand Filtration – 3 Filtration units with 540 gpm total flow – 180 gpm per filter   Post-Filtration Chemical Addition – Caustic, Chlorine (Disinfectant) & Zinc Orthophosphate   Filter Backwash – Stored in decant tank – Re-treated at 54 gpm

Sampling, Testing and Data Recording   Potassium Permanganate Analyzer   Chlorine Analyzer   pH Analyzer   Chart Recorders – Chlorine – pH – Tower level – Decant tank level

Operator Lab and Testing   Distribution sample – Once per week   Treatment plant sampling – Pre-filtration – Post-filtration (each filter) – Effluent Chlorine Iron pH Zinc

Research and Regulations   Operating Requirements – Operator visit three times per week   Distribution System Monitoring Requirements – Monthly Bacterial 30 (May-Sept.) 4 (Oct.-April) – Lead and Copper 40 every six months – WQP2 6 every six months   Facility Monitoring requirements – RIOC 1 every 9 years – RRAD 1 every 3 years – Fluoride and Nitrate 1 every year   State of Delaware Drinking Water Branch State of Delaware Drinking Water Branch

Research and Regulations cont.   Monitoring Summary – System failed lead and copper ( ) – Bear Trap Dunes area had no failures   Water Characteristics InfluentEffluent Iron mg/L mg/L pH Temperature °C °C Chlorine ResidualNone mg/L

Audit   KPC conducted a facility audit/sanitary survey on 04/28/2012 – Toured the plant – Asked operator questions – Viewed records   Reviewed available permits  Researched information about system on state website

Audit Findings   Shower/Eyewash Station – Not clear of obstructions – Difficult to access in emergency   Caustic Soda Tank – Not located in chemical room – Creates PPE issue in Filter area   Confined Space – Decant Tank entry points not labeled as Confined Space   Housekeeping

Audit Findings   Operations and Maintenance Manuals – Manuals provided by Tidewater are lacking key elements – They do not include Greensand units   Standard Operating Procedures – Not yet created   Plant Production – Rated for 1200 gpm – Produces 540 gpm   Decant Tank Size – Inadequate – Must be pumped every six days

Audit Findings   Connection Discrepancy – State-6,804 connections – Tidewater-5,043 accounts   Facility Walls – Made of plywood   Weekly manual m-scope readings – Additional time – Possibility of contamination   No PPE onsite

Recommendations   Shower/eyewash Station – Tank configuration re-ordering to allow access – Change location of eyewash station   Caustic Soda Tank – Put in chemical room – Put exclusion zone around tank   Confined Space – Add sign to all entrances   Housekeeping – Allocate time for organization

Recommendations   Standard Operating Procedures – Create a book of SOP’s available for review at the facility   Operations and Maintenance Manuals – The manuals should be revised to include information on greensand units   Plant Production – Missing out on production ability that you paid to receive – Possibility of future growth necessitates a solution   Decant Tank Size – Additional tank – Expand existing tank

Recommendations   Weekly manual m-scope readings – Permanent level reading device with chartable readings   Connection Discrepancy – Accounts vs. Connections   Facility Walls – Add a dehumidifier – Replace walls with fiberglass reinforced plastic walls that were described in design specificationsdesign specifications   No PPE onsite – Personal protective equipment at the facility

Conclusion  Facility is in compliance with regulations   Main issues to be addressed – Safety Shower/eyewash station Caustic soda tank location Confined Space signs and SOP for sludge removal – O&M Manuals Need revision, and additions

T HE E ND