Princeton Wastewater Servicing Study Public Information Centre #1 - - PowerPoint PPT Presentation

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Princeton Wastewater Servicing Study Public Information Centre #1 - - PowerPoint PPT Presentation

Princeton Wastewater Servicing Study Public Information Centre #1 November 3, 2011 Presentation Agenda Study Background and Scope Existing Conditions Future Population Growth Problem/ Opportunity Statement Alternative


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SLIDE 1

Princeton Wastewater Servicing Study

Public Information Centre #1 November 3, 2011

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SLIDE 2

Presentation Agenda

  • Study Background and Scope
  • Existing Conditions
  • Future Population Growth
  • Problem/ Opportunity Statement
  • Alternative Solutions
  • Proposed Evaluation Criteria
  • Consultation
  • Next Steps

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SLIDE 3

Study Background, Objectives and Scope

  • Oxford County completed the Princeton Water Servicing

Study in 2005. The Water Servicing Study:

  • Identified aquifer contamination due to discharges from existing

septic systems, and

  • Recommended that a communal water system be constructed.

The communal water system is currently under construction

  • During the Princeton Water Servicing Study, the County

received a petition signed by 130 Princeton residents, requesting that a wastewater servicing study be completed for Princeton

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SLIDE 4

Study Background, Objectives and Scope (Cont’d)

  • Upon receiving the petition:
  • Oxford County Public Works and Public Health and

Emergency Services Departments reviewed all un- serviced and partially serviced villages

  • A priority list was developed for wastewater servicing

studies based on public health and environmental concerns

  • Princeton was identified as having the highest priority

for investigating wastewater servicing alternatives

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SLIDE 5

Study Background, Objective and Objective (Cont’d)

  • Princeton Wastewater Servicing Study Objective
  • Overall objective of the Princeton Wastewater Servicing Study

is to develop a wastewater servicing plan for the Community of Princeton that is environmentally responsible, socially acceptable and economically sustainable

  • Princeton Wastewater Servicing Study Scope:
  • Will conclude with the selection of a preferred solution and

design concept for providing wastewater servicing to Princeton

  • The study is being undertaken as a Schedule ‘C’ Municipal

Class Environmental Assessment

  • Study is expected to be completed in 2012

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SLIDE 6

Class Environmental Assessment Process

Identify problem or opportunity Public Information Centre No. 1

PHASE 1

Identify and evaluate alternative solutions to the problem or opportunity Public Information Centre No. 2 Select a preferred solution

PHASE 2

Identify and evaluate alternative design concepts for the preferred solution Public Information Centre No. 3 Select preferred design concept

PHASE 3

Complete Environmental Study Report (ESR) ESR placed on public record for review and comment

PHASE 4

Complete contract drawings and tender documents Proceed to construction and operation Monitor for environmental provisions and comments

PHASE 5

We are here

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SLIDE 7

Existing Conditions

  • Wastewater treatment is currently provided by on-

site wastewater septic tank systems

  • Analysis of existing septic systems was completed

to:

  • Estimate the age of existing systems based on

available records

  • Identify what type of replacement wastewater system

could be installed on each property based on the requirements of the current Ontario Building Code

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SLIDE 8

On-Site Wastewater Systems

  • Conventional Septic System
  • Most commonly used technology, relatively low operating costs
  • Advanced Treatment System
  • Higher installation and operating costs than a septic system
  • Can be installed in areas with poor soil conditions/ high

groundwater table

  • Generally, smaller leaching or tile bed size is required
  • Holding Tank
  • Lower cost to install, high operating cost due to need for regular

pumping

  • Is not permitted for long term servicing of development

properties where there is currently no septic system/ building

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SLIDE 9

Existing System Age

Number of Systems Between 0 and 25 Years Old 40 (19%) Number of Systems Between 25 and 35 Years Old 15 (7%) Number of Systems 35 Years Old or More 154 (74%) Total Number of Systems 209

  • Life span of a typical septic system is 20 to 25 years
  • Some systems can function effectively for 35 years

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SLIDE 10

Estimated Maximum Number of Properties That Can Accommodate a Conventional Septic System 58 (28%) Estimated Maximum Number of Properties That Can Accommodate an Advanced Treatment System 58 (28%) Estimated Minimum Number of Properties That Cannot Accommodate a Septic System/ Advanced Treatment System. A Holding Tank Would be Required 93 (44%) Total Number of Properties 209

Current Ontario Building Code Requirements

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SLIDE 11

Existing Systems

  • Estimated number of existing systems that are less than

35 years old and meet the current Ontario Building Code requirements is 17 (8%)

  • For systems more than 35 years that do not meet the

current Ontario Building Code requirements:

  • It was estimated that a maximum of 46 or 22% of existing

systems could be replaced by a septic system

  • It was estimated that a maximum of 55 or 26% of existing

systems could be replaced by an advanced treatment system

  • It was estimated that a minimum of 91 or 44% can only be

replaced by a holding tank

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SLIDE 12

Summary of Existing Conditions

  • Many existing septic systems will need to be

replaced in the near term due to age

  • Replacement systems will need to comply with the

current Ontario Building Code

  • It is estimated that only 22% of existing septic

systems can be replaced by a new septic system. Remaining properties will require an advanced treatment system or a holding tank

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SLIDE 13

Future Growth in Princeton

  • Moderate growth within the existing community

boundary is anticipated

  • Existing population (residential and equivalent

non-residential) is estimated to be 973 persons including 648 residents plus an equivalent industrial, commercial and institutional population

  • Future population (residential and equivalent non-

residential) is estimated to be 1,648 persons

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SLIDE 14

Future Growth in Princeton (cont’d)

  • Projected

future wastewater flow of 705 m3/d for the Community of Princeton

Population and Flow Projections

500 1000 1500 2000 Year Projected Population 200 400 600 800 Projected Flow (m3/d) Population Flow Projection

2011 Future

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SLIDE 15

Problem/ Opportunity Statement

  • 192 of 209 existing systems (92% of all systems)

will require replacement due to age in the short term or do not meet the requirements of the current Ontario Building Code

  • There is existing or planned capacity available at

existing wastewater treatment facilities that serve neighbouring communities that could be used to service Princeton

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SLIDE 16

Alternative Solutions

  • The Municipal Class EA process requires that all reasonable

alternative solutions be evaluated

  • Alternative solutions that are being considered for this study are:
  • Continue to provide support and public education to residents on proper
  • peration and maintenance of their existing systems and continue to inspect

existing systems

  • Upgrade existing systems, where required, to meet the requirements of the

current Ontario Building Code

  • Construct a new communal wastewater collection system and treatment

facility in Princeton

  • Construct a new communal wastewater collection system and pump

wastewater for treatment to an existing neighbouring community wastewater treatment facility 15

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SLIDE 17

Proposed Evaluation Criteria

  • Natural Environment
  • Impacts on surface water resources
  • Impacts on terrestrial resources
  • Impacts on groundwater resources
  • Social Environment
  • Impacts on adjacent land owners

and users during long term

  • peration of alternative
  • Impacts on adjacent land owners

and users during construction

  • Construction impacts
  • Impacts on future development
  • Potential for odour emissions
  • Risk to human health
  • Technical Environment
  • System complexity
  • Increase in operating requirements
  • The need for additional studies
  • Approval requirements
  • Implementation and Operational

Risk

  • Economic Environment
  • Capital cost
  • Annual operating and maintenance

costs

  • Life-cycle costs
  • Need for property acquisition

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SLIDE 18

Consultation

  • Agency and Stakeholders
  • Study Mailing List
  • Project Notices
  • Public Information Centres
  • Oxford County and Township of Blandford-

Blenheim Websites

  • Tracking your comments

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SLIDE 19

Next Steps

  • Receive and consider public input
  • Evaluate alternative solutions
  • Hold Public Information Centre No. 2 to present the

recommended alternative solution

  • Finalize preferred solution
  • Develop and evaluate alternative design concepts
  • Hold Public Information Centre No. 3 to present the

recommended alternative design concept

  • Finalize preferred design
  • Begin 30 day public review period for the Environmental

Study Report (Spring 2012)

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SLIDE 20

Questions and Discussion

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