NELSONVILLE WATER TREATMENT PLANT IMPROVEMENTS

Similar documents
DELTA WASTEWATER TREATMENT PLANT UPGRADES

ONTARIO ROCK ROAD LIFT STATION EQUALIZATION FACILITY

Innovative Improvements to a 53-Year Old Water Plant for HABs, Crypto, and Whatever Else the Maumee River Brings

Ohio Section AWWA NW District Fall Meeting April 20, City of Delaware Water Plant Improvements

St. John the Baptist Parish

Utility Partner Data Report

Zero Liquid Discharge Project Extends Potable Water Supplies

Amesville Water System

Utility Partner Data Report

HENRY COUNTY WATER AND SEWER MASTER PLAN

City of Loveland Water System

Public Utilities Department April 13, 2017 Delaware Citizens Academy Brad Stanton, Director

VINE STREET GRADE SEPARATION AND STORM WATER PUMP STATION

PNW AWWA Conference 2009 Todd Reynolds, PE, BCEE

Introduction. Purpose

PIONEERING PELLET SOFTENING TREATMENT IN PENNSYLVANIA

Pittsburgh Water Treatment Plant Projects. by Jay R. Lucas, P.E. Senior Project Manager

Leading Creek Conservancy District Water Treatment Plant

City of Greenfield Water Treatment Plant/System

City of Oregon Wastewater Treatment Plant (WWTP) Secondary Treatment Improvement Project Phases 1 & 2 FAQ Sheet

AEP CARLTON HOUSE SERVICE UPGRADE

APPENDIX B THE MUNICIPAL AUTHORITY OF THE TOWNSHIP OF ROBINSON DESCRIPTION OF THE AUTHORITY ' S WATER AND SEWER SYSTEM AND FINANCIAL INFORMATION

PERFORMANCE AND RESIDUAL MANAGEMENT ASSESSMENT OF 5 MGD MEMBRANE WATER PLANT. Presented by: Stephen P. Dorman, P.E.

TREATING BRACKISH WATER IN SANDOVAL COUNTY FEBRUARY 19, 2010

Backup Generators Bacon Road Water Treatment Plant Case Study

ADVERTISEMENT: REQUEST FOR PROPOSAL

City of Hillsboro Water Treatment Plant/System

Final Project Completion Report

Rectangular Basin = Volume, gal (Length, ft) x (Width, ft) x (Height, ft) x7.48 gal/cu.ft.

City of Topeka Utilities Department

Innovative Approach to Expanding the Olentangy WTP

Approved Capacity. March 2010

Process Treatment Selection and. Jeff Macomber, P.E. One Water Conference August 28, 2014

Renovation of the Filters at the Soldier Canyon Filter Plant in Fort Collins, Colorado

biologically active filtration

Iron/Manganese Package Plant Pre-Engineered Ground Water Treatment. Village of Bolivar, NY

PROPOSED FEDERAL STIMULUS PROJECTS

CENTRALIZED TREATMENT OPTIONS AND CHALLENGES

Disinfection Byproducts in the Drinking Water What Does it Mean and What is Being Done

Understanding Pretreatment. WesTech Engineering, Inc. Salt Lake City, Utah, USA

City of Enderby Water Treatment Plant

Water Treatment Plant and Water Supply Study CITY OF SNOHOMISH, WASHINGTON

Industrial Pretreatment WT - Intakes

Environmental Assessment. Village of McClure McClure-Henry County Regional Water Service Connection

Saint Louis Water Supply Replacement Gratiot Area Water Authority

Columbiana County Water Treatment Plant Pump House Expansion Project

Report on Feasibility Assessment and Proposed Consolidation Agreement Maumelle Water Management September 22, 2015

WEFTEC.06. Lake Okeechobee, Actiflo, peroxone, surface water, Cyanobacteria

Integrating Ozone and Ion Exchange into a 40 Year Old Lime Softening Plant

CoHemis International Conference Green Communities June

ENVIRONMENTAL ASSESSMENT

CITY OF WOOSTER WATER PRODUCTION DIVISION ANNUAL REPORT FOR YEAR Prepared by. Michael Hunter Utilities Manager

Granular Activated Carbon System

VILLAGE OF ALGONQUIN 2014 WASTEWATER FACILITY PLAN UPDATE EXECUTIVE SUMMARY

ENVIRONMENTAL ASSESSMENT

Water Treatment Plant Phase 1 Upgrades CMAR Selection Pre-Submittal Meeting

Wastewater Treatment. Knowledge. Commitment. Excellence.

CRITICAL CRITERIA FOR EVALUATING MEMBRANES FOR WATER SOFTENING

PUBLIC UTILITIES. This portion of the Comprehensive Plan includes a planning-level review of the:

IRON, MANGANESE AND HYDROGEN SULFIDE IN PRIVATE WATER SUPPLIES

17.0 INFRASTRUCTURE AND ENERGY

Water System Facility Plan North Liberty, Iowa

INDUSTRIAL SOLAR MANUFACTURING WWTP DESIGN AND EXPANSION

MAKING THE SWITCH FROM LIME TO MEMBRANE SOFTENING: WHEN IS IT THE RIGHT TIME? Introduction

Microbiological Aspects of Drinking Water Treatment. CE421/521 Environmental Biotechnology Tim Ellis October 12, 2006

Gregory J. Eldridge, P.E. Vice President Haley and Ward, Inc.

Reclaimed Waste Water for Power Plant Cooling Tower Water & Boiler Feed Make-up. Richard Coniglio, Business Product Manager

Balancing Microbial Control and Stage 2 DBP Rule Compliance (at Ocean City, Maryland)

CHAPTER SEVEN: UTILITIES

Submerged Membranes to Replace Media Filters to Increase Capacity 4X for a Small Community. Richard Stratton, PE HDR Engineering, Inc.

The Evolution of the City of Asheville Water System. Presented by Leslie Carreiro and Bill Hart

Oakland Storage. in Oakland. part of the. Water water. being. Demand. Treatment. Required Storage (gallons) Population. Condition.

ENHANCED SURFACE WATER SYSTEM: THE REGION'S FIRST ALTERNATIVE

NJWA 2014 Management & Technical Conference

Lee County Solid Waste Disposal Facility - Leachate Solution

MEETING MINUTES VILLAGE OF HOOSICK FALLS/TOWN OF HOOSICK ENGINEERING REPORTS FOR: WATER EXPANSION SEWER EXPANSION

Why is protecting the groundwater so important?

ENVIRONMENTAL ASSESSMENT. Steubenville Isolation Valve Replacement and Rehabilitation

ALBEMARLE COUNTY SERVICE AUTHORITY

Matt Leach, P.E. CH2M. Mark Eppich, P.E. City of Columbus Division of Water. S. Dean Ramsey, P.E. CH2M

PUR-1241 ADDENDUM NO. 2 INVITATION TO BID GREENSAND FILTER SYSTEM AT ELK RIDGE WATER TREATMENT PLANT

AD26 Systems for Iron, Manganese, Sulfide and Arsenic Removal

FINAL ENGINEERING REPORT

Long Point Water Treatment Plant Process Evaluation and Design Upgrades for Performance Enhancement; Dover, DE

MUNICIPALITY OF ROBLIN

RECORD DRAWINGS NOTE: alt32 ARCHITECTURE DESIGN 310 OLD VINE STREET, SUITE 300 LEXINGTON, KY 40507

Hydraulic Modeling, PUDs & Managing Water System Growth

GOOD HOPE SANITARY SEWER & WWTP IMPROVEMENTS

Horizon 2020 Steering Committee Water and Wastewater Master Plan Overview

City of Moline Water Infrastructure Overview

VISTA TECHNOLOGY CAMPUS

Sulaibiya world s largest membrane water reuse project

Economic and Design Considerations for Membrane Filtration at a Lime Softening Plant BACKGROUND

Fremont Water Pollution Control Center Plant Expansion for Nutrient Removal and Wet Weather Flow Treatment

DW Module 22 Inorganic Removal Basics Answer Key

A Comprehensive Performance Evaluation (CPE) Approach to Addressing HABs

Chapter 2: Description of Treatment Facilities

BARRABA WATER SUPPLY. Construction of Split Rock Dam Pipeline and Ancillary Works

CHAPTER SEVEN: UTILITIES

THM Removal by Water Spray Aeration- Tank Top Results. Thomas F. Clark, P.E. Production Engineer Monroe County Water Authority Rochester, New York

Transcription:

Location City of Nelsonville, Ohio Environmental Engineering, Design and Bidding, Construction Administration and Observation, Start-up Services Cost $4.25 million Size 1,000 gallon per minute Professional Services: 2009 2013 PDG Project Manager Thomas J. Borck, P.E. NELSONVILLE WATER TREATMENT PLANT IMPROVEMENTS Poggemeyer Design Group worked with the City of Nelsonville to update their dated water treatment plant process. The updates consisted of a 1,000 gallon per minute iron removal and zeolite ion exchange type water treatment. Included in the new process is (2) two horizontal pressure filters, (3) three softener units, a (2) two 200,000 gallon clearwells, low service pumping, high service pumping, and a building to house treatment units. The new water treatment plant was construction adjacent to the existing plant. The new 1.44 MGD water treatment plant will provide residents of the City with improved water quality by softening the municipal water supply to approximately 130 mg/l. The existing 3 wells supply water for the new water treatment plant. The project also included new raw waterlines from the wells to the plant. Construction also included a new backwash holding tank and standby emergency power for full plant function during an electrical utility power outage. Demolition of the existing water treatment building was included after start-up of the new water treatment plant. New Water Treatment Plant Building Ground Water Plant Zeolite Ion Exchange Process Ron Riley, Sr. Nelsonville Utilities Water Plant 211 Lake Hope Drive Nelsonville, Ohio 45764 740.753.2151

Location Forest, Ohio Environmental Engineering, Electrical, Project Financing Cost $1.9 million Size.288 MGD Professional Services 2008 Construction 2010 Project Team Michael Atherine, P.E. Thomas Borck, P.E. Daniel L. Knott, P.E. Richard B. Heyman VILLAGE OF FOREST WATER TREATMENT PLANT PDG was the engineer for the new groundwater treatment plant in Forest, Ohio. The plant was designed to initially treat 288,000 gallons of water per day with the capability to be expanded to 0.576 gallons of water per day on the present site. The regional water plant serves the Village and surrounding areas. PDG worked closely with Artesian Equipment to provide a custom plant that perfectly suited the needs of the Village. Many custom features were added to enhance the performance and meet the demands of operations staff. The new plant is a groundwater treatment plant with iron and manganese filtration and ion exchange softening to provide safe high quality water for Village residents. The plant design is based on an average daily flow of 175,000 GPD and a peak design flow of 288,000 GPD. The groundwater treatment process includes aeration to oxidize iron and manganese followed by vertical pressure filters. From the pressure filters, water is piped to the ion exchange more... Ground Water Treatment Plant Iron and Maganese Filtration New Building Mr. Stephen Mann Previous Water Plant Superintendent Current Council Member 419.957.4809

Forest Water Treatment Plant softeners. A portion of the flow bypasses the softening units to provide a finished water hardness of approximately 13 mg. Caustic soda is added to adjust PH and chlorine for disinfection. High service pumps provide pressure into elevated storage and the distribution system. In order to maximize system reliability, the plant has been equipped with a SCADA computer system, which displays all of the plant variables on a central monitor and provides alarm and data logging capabilities. The project cost was $1.9 million, with significant grant and loan funding obtained with PDG assistance through the Ohio EPA, OPWC, CDBG Water and Sewer.

Location Deshler, Ohio Engineering, Architectural, Grant Administration, Construction Administration Engineer Estimate $2.658 million Project Cost $2.655 million Project Change Orders ($2,763) Project Funding DEFA ARRA funds - Principal forgiveness and 0% Loan $2,691,052 ($940,950 in Principal forgiveness and $1,750,102 in 0% Loan) OPWC grant $325,000; Wells $76,830 CDBG ARRA Grant $500,000 Professional Services 2008 Construction: 2009-2011 DESHLER WATER TREATMENT PLANT IMPROVEMENTS The project included an entirely new Well field and Water Treatment Plant for the Village of Deshler to replace an aging, inefficient plant that has outlived its useful life. The existing wells did not meet current OEPA standards for isolation radius. The existing WTP had not had a major update since approximately 1968. There are two new wells each with a capacity of approximately 500 gpm. The water quality is better than expected and will provide a good raw water source for the Village. The new water treatment plant is a masonry building with steel joists and a metal roof. There is an administrative area with office space for the billing operation and superintendent, laboratory space, restrooms and a break room. The rest of the building houses the treatment process, chemical feed areas, electrical room, and pumping facilities. more... Membrane System Review of WTP Operations Investigation of Options Plans and Specifications Project Team Michael Atherine, P.E., Officer in Charge Thomas Borck, P.E. Project Manager Daniel Knott, P.E., Electrical Engineer Steve Maas 935 West Main St. Deshler, Ohio 43516 419.278.1831 deshutil@embarqmail.com

Deshler Water Treatment Plant Improvements The treatment process is a membrane system using a combination of ultrafiltration and RO membranes. The plant is designed with two 150 gpm membrane trains able to produce approximately 432,000 gallons of drinking water per day. After the water passes through the membranes it flows through a degassifier to reduce hydrogen sulfide gas and strip of CO2 to raise the ph of the water. Chlorine and Caustic soda are added for disinfection and ph adjustment. The water is then stored in a new 200,000 gallon clearwell and pumped into the distribution system via two new 20 HP high service pumps. The treatment process is automated and is operated and monitored by a PLC which is available for the operators for logging and adjustments. Chemicals are monitored to provide information on usage and remaining chemicals. Telemetry was also installed from the elevated water storage tower to the new WTP to provide accurate tower water levels.

Location Wapakoneta, Ohio Engineering, Grant Administration, Construction Administration Engineer Estimate $7.6 million Project Cost $6.7 million Project Change Orders $190,030 Project Funding OWDA Loan funds $6,766,023 Professional Services 2007-2009 Construction: 2010 WAPAKONETA WATER TREATMENT PLANT IMPROVEMENTS The project included an entirely new Water Treatment Plant, three new wells and connecting waterlines and sanitary sewer pump station and force main for the City of Wapakoneta to replace an aging, inefficient plant. Some of the City s existing wells did not meet current OEPA standards for isolation radius and the new wells will replace them. The existing WTP had not had a major update since the mid 1980 s. The new water treatment plant is a masonry building with steel joists and a metal roof. The architecture is similar to many other city buildings throughout the area. The WTP has an administrative area with office space for operators and superintendent, laboratory space, and a restroom. The rest of the building houses the treatment process, chemical feed areas, electrical room, and some of the pumping facilities. more... Ground Water Plant Review of WTP Operations Investigation of Options Plans and Specifications Project Team Michael Atherine, P.E., Officer in Charge Thomas Borck, P.E. Project Manager Richard Heyman, Environmental Planning Daniel Knott, P.E., Electrical Engineer Scott Schroeder, P.E., Structural Engineer Brent Hamel Water Superintendent City of Wapakoneta 419.738.7439

Wapakoneta Water Treatment Plant Improvements The treatment process for this groundwater plant includes three gravity filters for iron and manganese removal with four pressure ion exchange softeners to soften the water to a usable level. The plant is designed to produce approximately 2,500,000 gallons of high quality drinking water per day. Water passes through one of two aerators to oxidize the iron and manganese, then flows through the filters and on to ion exchange units. Chlorine and Caustic soda are added for disinfection and ph adjustment. The water is then stored in two new 200,000 gallon clearwells and pumped into the distribution system via three new 150 HP, 2,300 gpm high service pumps. The treatment process is automated and is operated and monitored by PLC s. This information is available for the operators for logging and adjustment of the process. Telemetry was also installed from the elevated water storage towers to the new WTP to provide accurate tower water levels.

AWARD WINNING PROJECT Location Ottawa County, Ohio Environmental Engineering, Grant Administration Cost $70 million Project Funding $56+ million in funding assistance Size 150 Miles of Waterline Professional Services 1993-1997 Construction: 1997-1999 Project Team Jack Jones, P.E., Project Manager Mike Atherine, P.E., Environmental Richard Hertzfeld, P.E., Environmental Linda M. Amos, LEED AP, Special Assessments OTTAWA COUNTY REGIONAL WATER SYSTEM PDG was the prime consultant for the design and construction of a highly complex regional water transmission and distribution system in a seasonal resort area. The project consisted of a 6 mgd surface water coagulation sedimentation treatment plant (expandable to 18 mgd), low and high-service pumping, 150 miles of waterline ranging from 3-inch to 30-inch diameter, three 500,000 gallon elevated water storage towers, two 750,000 gallon clearwells, and a state-of-the-art monitoring system with particle counting for cryptosporidium and giardia. To meet a tight design schedule, the project was designed in the field. Construction coordination included eight government regulatory agencies, 12,000 assessments, 9,300 parcels of land, meter pit installation for each parcel, acquisition of over 400 easements, and multiple grants and loans from six funding agencies. Over 1,100 sheets of construction drawings were developed. more... Water Transmission and distribution System James K. Frey, P.E. Sanitary Engineer Ottawa County Sanitary Engineers 315 Madison Port Clinton, Ohio 43452 419.734.6725, kfrey@co.ottawa.oh.us

Ottawa County Regional Water System The project was constructed simultaneously in three segments under 12 construction contracts with 11 prime contractors. Water service was maintained throughout construction requiring timely abandonment and connection to 130 privately-operated water systems and two public water systems. Although faced with a variety of challenges such as major river and stream crossings, rock excavation, adverse weather, contaminated soils, and the default of one contractor, the project was completed on time and within budget. The system serves Oak Harbor, Port Clinton and six townships. After five years of operation, the Ottawa County Regional Water Treatment Plant made plans to expand the plant from 6MGD to 9MGD. PDG developed plans and specifications for the expansion, two additional pretreatment basins, an additional clarifier, four new filters, and upgraded control systems were completed in 2005. Nationally recognized by the American Consulting Engineers Council Outstanding Achievement Award, Consulting Engineers Council of Ohio $56+ MILLION IN FUNDING ASSISTANCE Ohio Public Works Commission...$1.3 million Ohio Rotary Commission...$950,000 U.S. Department of Agriculture... $3 million CDBG...$814,500 OEPA...$21 million OWDA...$29 million