Princeton Wastewater Servicing Study Public Information Centre #1 - - PowerPoint PPT Presentation
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
Presentation Agenda
- Study Background and Scope
- Existing Conditions
- Future Population Growth
- Problem/ Opportunity Statement
- Alternative Solutions
- Proposed Evaluation Criteria
- Consultation
- Next Steps
1
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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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
3
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
4
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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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
6
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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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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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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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
10
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
11
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
12
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
13
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
14
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
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
16
Consultation
- Agency and Stakeholders
- Study Mailing List
- Project Notices
- Public Information Centres
- Oxford County and Township of Blandford-
Blenheim Websites
- Tracking your comments
17
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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Questions and Discussion
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