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City of Allegan Conversion of Lime Softening to Reverse Osmosis Softening

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City of Allegan. Conversion of Lime Softening to Reverse Osmosis Softening. Background. - PowerPoint PPT Presentation

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Page 1: City of Allegan

City of Allegan

Conversion of Lime Softening to Reverse Osmosis Softening

Page 2: City of Allegan

Background

The existing lime softening plant was constructed in the early 1970’s to service the City and local industries with high quality softened groundwater from a well water source along the Kalamazoo River in the City of Allegan (100 – 150 mg/l hardness)

Page 3: City of Allegan

Existing Plant Facts

Two upflow clarifiers, two rapid sand filters, originally rated at 3 mgd.

1977 and 1999 modifications were made to the clarifiers to improve performance

Page 4: City of Allegan

Existing Plant Schematic

Page 5: City of Allegan

Existing Problems

No standby power at treatment plant

Remote well can directly pump to system but with no treatment

Page 6: City of Allegan

Existing Problems

Site along Kalamazoo River in the floodplain, frequently floods which restricts access and requires sandbags around the wells

Lime delivery can be problematic

Page 7: City of Allegan

Existing Problems

All of the equipment is original to the plant and has outlived its useful life.

Building and HV systems are old and in need of replacement

Page 8: City of Allegan

Study Phase

Examined upgrading lime plant versus retrofitting to RO treatment

Study concluded that retrofit to RO was most cost effective

Proceeded with Pilot study of RO technology on existing well water in 2006

Page 9: City of Allegan

Study Phase

Pilot Study Conducted in 2006 for

treatment performance 2nd study conducted in 2009

to determine characteristics of concentrate for NPDES permit

Spiral wound Film Tec BW30LE-440 Membranes used in both studies

Page 10: City of Allegan

Study Phase

Pilot Study Conclusions No significant scaling Flux Rate 14 gfd 70%+ Recovery for membranes Minimal fouling Iron remained in soluble form – no pretreatment required prior to

membranes Concentrate stream did have detectable phosphorus, even with

low P antiscalant

Page 11: City of Allegan

Project Plan Phase

Stimulus funding available in 2009 Reexamined issues – new plant on existing site or new

plant elsewhere due to flooding concerns Completed DWRF Project Plan while simultaneously

designed plant in Spring/Summer 2009 New plant on existing site was the most cost-effective

alternative

Page 12: City of Allegan

Permitting Phase

Wetlands/Floodplain permit application HEC analysis of

Kalamazoo River Cut back existing lime

sludge lagoons for compensating cut for new fill on site

Raised new plant above 500 year flood level

Page 13: City of Allegan

Permitting Phase

NPDES permit application for RO concentrate discharge Potable water, high in TDS

and measurable Phosphorus TMDL on Kalamazoo

River for Phosphorus Reallocated portion of

City’s WWTP Phosphorus allocation to WTP

Page 14: City of Allegan
Page 15: City of Allegan

Plant Design Features

Cartridge Filters 5 micron

Reverse Osmosis Treatment Skids Permeate Quality = 0 mg/l

Hardness Total capacity = 3.45 mgd

when blended at 100 mg/l Hardness (3 skids)

2 Stage RO Interstage boost system

Page 16: City of Allegan

Plant Design Features

Raw Water Feed Test Panel pH, SDI, Temp, Pressure,

Conductivity

Membrane Clean-in-Place system Immersion heater

Page 17: City of Allegan

Plant Design Features

Three Iron Removal Filters Air/Water simultaneous backwash Automatic control backwash system

Automatic RO Permeate/Iron Filter Water blend control system

Air stripper for pH adjustment for RO permeate

Page 18: City of Allegan

Plant Design Features

High Service Pumping Five, horizontal split case

high service pumps (2 pressure districts)

Total firm pumping capacity = 4.8 mgd

500,000 gallon on site storage tank

Page 19: City of Allegan

Plant Design Features

Three on-site wells One new well (abandon

existing well) Retrofit two existing wells

with submersible pumps (VFD control)

Total firm pumping capacity = 3.0 mgd

Page 20: City of Allegan

Plant Design Features

Chemical feed On site mixed oxidant

generation (iron oxidation, disinfectant)

Fluoride (dental) Antiscalant (membrane feed) Phosphate (corrosion

control) Caustic soda (pH adjustment)

Page 21: City of Allegan

Plant Design Features

Membrane Solar panels incorporated into metal roof

Camera/intrusion security system

Automatic sampling system for concentrate discharge to Kalamazoo River

Page 22: City of Allegan

Plant Design Features

SCADA system for automatic control of entire plant, 24/7

Complete Laboratory Water meter testing area

Page 23: City of Allegan

Funding

Final Project Funding $3,744,000 EDA Grant $3,744,000 DWRF Low

Interest Loan $2,501,000 Stimulus Loan

Forgiveness Total project cost

$9,989,000

Grant = 63% of total project cost

Page 24: City of Allegan

Construction Phase

Began construction in February, 2010

Scheduled to begin operation of new plant in early 2011

Construction to be completed by Fall, 2011