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WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

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Page 1: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Water Services National Training Group

10th Annual Conference

7th September 2006

Page 2: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Alternative Wastewater Systems - Technical Aspects: S.T.E.D.S.

Geoff Salthouse

Project Engineer

Orenco Systems®, Inc. (U.S.)

Page 3: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Presentation Outline

Introduction Brief History of the Technology Orenco® Effluent Sewer Overview Secondary Treatment Overview Collection and Treatment System

Costs

Page 4: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Orenco Systems®, Inc. Established in 1981 About 300 Employees Designers and manufacturers of decentralized wastewater

technologies for individual properties and small communities– Injection-molded fiberglass tanks– Effluent pumping and filtration systems– Community collection systems– Advanced treatment systems– Monitoring and control devices

Page 5: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

History of Effluent Sewers

“If there is not enough fall to give a self-cleaning velocity in the main drain, it will sometimes be possible to put in a septic tank at the head of it. The effluent from a septic tank, being free from any solids capable of choking a drain, may safely be laid with a merely nominal fall.”

-- A. J. MartinThe Work of the Sanitary Engineer

London, 1935

Page 6: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

History of Effluent Sewers

1960: Zambia* 1962: Australia**

– STED (septic tank effluent disposal) systems developed

Simple oxidation lagoons provide secondary treatment Reuse developed, using small extended aeration plants Over 110,000 people in S. Australia served by STEDs

1964: Nigeria** The Design of Small Bore Sewer Systems, 1985.** EPA Alternative Wastewater Collection Systems Manual, October 1991.

Page 7: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

History of Effluent Sewers

Page 8: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

History of Effluent Sewers

Page 9: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

What are Effluent Sewers?

An alternative to conventional gravity sewer The collection and transportation of

wastewater to a treatment site– Usually associated with decentralized treatment– Can be integrated into an existing conventional

gravity sewer

Page 10: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Effluent vs Gravity Sewer

Page 11: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Effluent Sewers in the U.S.

Page 12: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Effluent Sewer Supported

In 1997, the USEPA submitted a Response to Congress on Use of Decentralized Wastewater Treatment Systems

An excerpt from the EPA’s Executive Summary:

Adequately managed decentralized wastewater systems are a cost-effective and long-term option for

meeting public health and water quality goals ...

Page 13: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Effluent Sewer Overview

Page 14: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Shallow burial depth Laid to contour of land No minimum velocities No oversized designs Low operation and maintenance costs Odor control necessary in certain

applications

Effluent Sewer Overview

Page 15: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Septic Tank Effluent Pumping Septic Tank Effluent Gravity

Orenco Effluent Sewers

Page 16: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Orenco Effluent Sewers

Orenco Effluent Sewers– 25 years of documented system performance in

Glide, Oregon; 900 connections

Regional examples:– North: SW Barry County, Michigan; 1000+

Strathcona, Alberta; 300

– West: Missoula, Montana; 2500

Penn Valley, California; 240

– South: Ariton, Alabama; 340

Page 17: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Primary treatment in interceptor tanks

4000-litre tank per residence 70% removal of fats, oils, and

greases 24-hour emergency storage 12-year pumpout with 95%

confidence Abuses stay in interceptor tank Chemical sources easier to

identify

Orenco Effluent Sewers

Page 18: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Component compatibility with an engineered package containing– Pump vault– High-head effluent pump– Biotube® filter cartridge– Float assembly– Discharge assembly– Splice box

Orenco Effluent Sewers

Page 19: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Effluent Pump Non-corroding stainless steel Designed for wastewater Lightweight; under 14 kg Long life; 20 to 30 years

Orenco Effluent Sewers

Page 20: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

VeriComm allows for 24/7 supervision with remote monitoring

Operation and maintenanceis simplified

Standard panel without telemetry is available

Orenco Effluent Sewers

Page 21: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Flexible in design– Adaptable to varying site conditions– Allows for phased buildout– Can be integrated into existing sewer infrastructure

Design includes storage/reserve in the event of power outages or need to repair mainline break

Low-impact construction– Minimal disruption to community

Effluent Sewer Advantages

Page 22: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Cost-effectiveness– Low initial costs– Deferred capital costs– No manholes– No lift stations– Low operating costs– Low maintenance costs– Low and gradual repair/replacement costs

Effluent Sewer Advantages

Page 23: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Quality of Treatment

The ONLY collection technology that provides treatment– 70 to 90% reduction in waste strength

Collection and treatment technology integration– Reduced hydraulic and biological loading to treatment

facility

Page 24: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

CharacteristicsOrenco

Effluent SewerConventionalGravity Sewer

Grinder /Vacuum Sewer

low strength(liquids only)

full strength(liquids & solids)

full strength(slurry)

BOD5 100 - 150 mg/L 200 - 450 mg/L 300 - 450 mg/L

TSS 20 - 40 mg/L 200 - 450 mg/L 300 - 450 mg/L

Fat, Oil, & Grease 10 - 20 mg/L 50 - 150 mg/L 60 - 160 mg/L

Small and Decentralized Wastewater Management Systems, Crites & Tchobanoglous, 1998.

Quality of Treatment

Page 25: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Secondary Treatment

Packed Bed Filter - Attached Growth Process Highly stable, reliable Uses fixed film media Operates in an unsaturated condition (not submerged) Employs intermittent dosing Uses filtration and biological/chemical reduction Produces a net reduction in cellular mass due to

endogenous respiration

– Little or no sloughing

– Minimal solids accumulation

Page 26: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

AdvanTex® Treatment

Packed bed filter Engineered textile

material Appropriate tankage and

timed dosing Complete, pre-

manufactured package

Page 27: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Attached Growth Aerobic microbes attach and grow on media Wastewater flows across a zoogleal film created by microbes Microbes extract and digest soluble organic matter from the

wastewater

Page 28: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Installed Cost: €2700 - €3500 Building sewer Interceptor tank, risers and

lids ProSTEP™ pump package Control panel Electrical conduit & wire Electrical power to controls

Service line

Orenco STEP Cost

Page 29: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

On-Lot O&M Costs

STEP systems– Annual power consumption: €10– Inspection and monitoring:  €25 per year– Inspections conducted: every other year

STEG systems– Annual power consumption: €0– Inspection and monitoring: €16 per year– Inspections conducted: every other year

Tank pumpout (10 to 12 year intervals)

Page 30: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Collection System

Typical Installed Costs

Item CostCollection pipe (50 - 150 mm) €15 - €40 per metreAir release assembly €250 - €500 eachPigging port assembly €400± eachCleanout assembly €120± eachCrossings (stream/RR) €400± per metre

Page 31: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Treatment System Costs

Treatment system installation– €0.83 to €2.10 per treated cubic metre

Includes engineering, permitting, and construction

O&M costs– Approximately €10/month/cubic metre

Page 32: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Initial vs. Deferred Costs

Page 33: WSNTG Annual Conference September 2006 Water Services National Training Group 10 th Annual Conference 7 th September 2006

WSNTG Annual Conference September 2006

Summary

Effluent Sewers are:– Affordable

Low Installation, Operating, and Maintenance Costs

– Effective Provide Consistent Primary Treatment Reduce Treatment Plant Size

– Proven Hundreds of Installed Systems

– Versatile Designed for Specific Applications