Report to/Rapport au :
Corporate Services and Economic Development Committee
Comité des services organisationnels et du développement économique
and Council/et au Conseil
26
May 2003/le 26 mai 2003
Submitted by/Soumis par : Ned Lathrop, General Manager/Directeur
général
Development Services/Services d’aménagement
and/et
R.T. Leclair, General Manager/Directrice générale
Transportation, Utilities and Public Works/Transports, services et
travaux publics
Contact/Personne-ressource : Arlene
Grégoire, Director, Building Services & Chief Building Official/Directrice,
Direction des services du bâtiment et Chef du service du bâtiment
580-2424
ext./poste : 41425 Arlene.Gregoire@ottawa.ca
|
|
Ref N°: ACS2003-DEV-BLD-0024 |
SUBJECT: |
Sensitive
Marine Clays and FounDation Stress |
OBJET: |
ARGILES MARINES SENSIBLES ET STRESS
CAUSÉ AUX FONDATIONS |
REPORT RECOMMENDATIONS
That the Corporate
Services and Economic Development Committee recommend Council approve:
1. That the City adopt immediate and short term measures as set
out in this report to assist residents in understanding the properties of
sensitive marine clays, the factors that could be contributing to soil
settlement and foundation stress, and to address the impact of soil settlement.
2. That staff identify and develop strategies, measures and
action plans to address the potential impact of soil settlement due to
sensitive marine clays over a longer period of time, and report back to the
appropriate Standing Committees and Council for direction and approval.
RECOMMANDATIONS DU
RAPPORT
1. que la Ville adopte les mesures immédiates et à court terme
énoncées dans le présent rapport dans le but d’aider les résidents à comprendre
les propriétés des argiles marines sensibles ainsi que les facteurs pouvant
contribuer au tassement du sol et causer un stress aux fondations, et de
contrer l’effet du tassement du sol.
2. que le personnel détermine et élabore des stratégies, des
mesures et des plans d’action visant à contrer l’effet possible, à long terme,
du tassement du sol engendré par la présence d’argiles marines sensibles et
fasse rapport aux comités permanents concernés et au Conseil afin qu’ils
formulent des directives et donnent des approbations.
Foundation stress due to soil settlement has occurred from time to time in a number of areas in the City. This is because much of the City of Ottawa is located on sensitive marine clays. The sensitive marine clays were formed at the end of the last ice age when the glaciers retreated and the area was flooded by the sea. Leda clay, a familiar term in this area, is a kind of sensitive marine clay.
In most cases, the extent of the City’s involvement with foundation stress due to soil settlement has been limited to circumstances where soils or structural engineers have determined that city-owned trees may have contributed to the soil settlement. This soil settlement may have led to differential settlement of the building and related damages to the foundation and walls.
In the fall 2001, some homes in the Greenboro area experienced foundation stress, ranging from cracks in the foundation to cracked interior and exterior walls and soil settlement of yards. Given the number of residents who approached the Ward Councillor on this issue, the Councillor arranged for area residents to meet with staff to discuss the matter. At the meeting held January 8, 2002, the residents voiced concerns about the impact of city-owned street trees and about the possibility that the de-watering activities undertaken to develop a new subdivision northeast from their homes may have contributed to the soil settlement and foundation stress.
Residents raised a variety of questions that could not be answered by staff without an in-depth review. Staff agreed to undertake a review of relevant facts and respond to the questions raised at the meeting , and possibly determine the conditions and the contributing factor(s) resulting in the foundation stress. As residents in the neighbouring and older area of South Keys also had concerns, parts of that area were appended to the review.
At the meeting,
staff also agreed to commission a study regarding the impact of the de-watering
activities in the northeast development.
The report on this specific issue was made available spring 2002 to the
residents who had attended the January 8 meeting. The report (referred to as the Golder Report on Hunt Club
Enclave) confirmed that there was no link between the de-watering activities in
the new development and the soil settlement and foundation stress experienced
in the older built-up area. The
community selected a group of residents to work with the City towards a
resolution of their concerns.
Originally, the completion date for the review was set for Spring 2002. However, preliminary research by staff indicated that expertise in the fields of geotechnology and hydrogeology was required to analyze the technical data located in City records, to undertake field studies to identify existing conditions, etc., to determine with a degree of certainty the cause(s) of the soil settlement, and to provide advice/solutions, short and long term. In addition and given the number of occurrences of foundation stress in the area, the level of expertise was considered essential to enable the City,
§ to confirm whether existing practices and development parameters were adequate to ensure the developers and builders were exercising best practices in developing lands located on marine clays,
§ to confirm or establish improved practices and development parameters for application city-wide,
§ to protect as much as possible the urban forest, and
§ to identify remedial strategies and actions to be undertaken by the area residents and the City.
In order to ensure impartiality, a firm that had not undertaken any previous technical reviews for the City or the developers/builders in the area was sought and retained. Accordingly, the firm Sarafinchin Consulting Engineers (SCE) was retained in April 2002 to undertake this technical review and analysis.
The completion date for the study was rescheduled originally for fall 2002, then extended to spring 2003. The extensions were necessary in order to accommodate the capture, compilation and analysis of seasonal conditions affecting the soils and the water table in the area. Unfortunately, the unseasonably dry conditions in 2002 prevented SCE from compiling water table fluctuations, and thus the study was delayed until late fall 2002.
Pending completion of the review and the technical study, a number of interim measures were pursued by the City to address the concerns of the residents:
· In 2002,the Transportation,
Utilities and Public Works Department (TUPW) Forestry Services unit initiated a
tree cycle pruning program on the city-owned street trees in the Greenboro/South
Keys area. A total of 700 trees have
been trimmed to date.
· Forestry Services undertook 55 Trees and Foundation investigations
since August 2001, which resulted in the removal of 116 trees.
· Surface Operations placed a
temporary ban on new tree planting through the City's Trees in Trust and
Park Tree planting programs. Forestry
Services has placed 15 trees on hold until this issue is finalized and this has
been explained to the area residents who have wished to subscribe to these city
programs. This figure includes 3 tree
replacement requests from area residents who have lost trees through the
foundation assessment process.
· An information package was distributed by hand to a number of
residents on streets where occurrences of foundation stress had been
identified. The information package,
made available in both official languages (the English version is attached as Attachment
1), was designed to inform residents of the conditions, the purpose of the
review, and the consultant’s work. It
included precautionary steps to safeguard their properties, particularly during
a hot dry summer and information on the care of trees.
· Meetings with the street representatives and the residents were held
to keep them apprised of the progress and share the preliminary findings.
· A number of boreholes and monitoring wells designed to gauge the soil moisture content of the soils in the Greenboro and South Keys area were installed and readings compiled and analyzed. These will remain in place in order to provide for longer term monitoring.
· As a result of claims that city-owned trees were the primary cause
of soil settlement, the former City of Ottawa had established a program for
undertaking an evaluation to determine whether city-owned trees were a
contributing factor in soil settlement causing foundation damages. As a prerequisite to engaging city
resources, the property owner was required to initiate the review by submitting
a soils report confirming the presence of sensitive marine clays, at their
cost. As a number of residents in the
Greenboro/South Keys area had established the presence of sensitive marine
clays, and in view of the corporate knowledge that most of the area is located
on a deposit of marine clay, the requirement to provide a soils report in order
to initiate the City’s Trees and Foundations investigations program was waived
for this area only. Residents who had
already incurred the cost of the report were advised that they would be
refunded the cost of the soils reports confirming the presence of sensitive
marine clays on the affected property.
The requirement to fund and produce a soils report confirming the
presence of sensitive marine clays remains in place for the remainder of the
City.
· All the sewers (storm and sanitary) were inspected by CCTV and where minor cracking was identified, repairs were undertaken fall 2002 and early 2003.
· Development records and building permit files were located and reviewed to confirm whether the buildings had been constructed in accordance to the Building Code, and to locate soils reports as required by the development agreements.
A meeting with the residents was held December 3, 2002 to inform the residents of the preliminary investigative findings compiled of SCE to date and to advise of the next steps to be taken. The residents were advised that the technical report would be completed spring 2003 and that following consultation with senior management and City Council, staff would report on the findings to the residents. Residents were also advised that claims would be considered once the review and report were finalized.
The review is now complete and staff is preparing a report of findings to be released to the residents. Although the report has focused on one area of the City, that of Greenboro and South Keys, it is expected that the findings will provide additional knowledge to the City from a city-wide perspective on the impact of the identified contributing factors and impacts on sensitive marine clays.
DISCUSSION OR ANALYSIS
Given the City’s soil composition, it is likely that the Greenboro/South Keys experience is not unique in Ottawa. The area is experiencing soil settlement and foundation stress primarily as a result of the combination of factors such as the age of the community, the maturity of tree canopy and climate change. This phenomenon may occur in other areas of the City where the same factors (age of the community, the maturity of trees and hotter and dryer weather) combine to culminate 20 years or so after the majority of the development has taken place.
The SCE study commissioned by the City confirmed the Greenboro and South Keys area is located primarily on sensitive marine clays, silt and organic deposits left behind following the retreat of first, the ice age glacier(s), then the Champlain Sea. The soil composition in this area varies in type, depth, strength and thickness, etc. Thus, it is feasible that while one residence with mature tree(s) was free of all signs of soil settlement, the adjacent property could exhibit significant foundation stress. Further soil settlements can occur in the study area. It is estimated that if no remediation action is taken, these settlements will continue during the next 20 years.
Sensitive marine clays present challenges to builders in that additional precautions must be taken to build footings and foundations in these soils. Where such soils are present, the Ontario Building Code requires that footings and foundations be engineered. The study confirmed that the buildings were built in accordance with these Building Code provisions in place at the time of construction
The study confirmed that the Greenboro Design Guidelines, which set out all the design details, including the tree species and numbers, as approved by the former City of Ottawa Council, were adhered to by the developer/builders.
The study determined the moisture in the soil and the water table underneath the footings of the affected buildings had been “drawn down” beyond the expected ranges due to a number of factors, and as a consequence, the soils shrank due to this loss of soils moisture. Once these soils shrink, they cannot be “revived”. As the soils supporting buildings shrank at different rates and locations, house foundations were subjected to stress not contemplated at the design stage. Differential settlement resulting in the vertical movement of parts of buildings at different rates can cause cracked foundations and walls.
The contributing factors identified by SCE were:
· Climate change
· Urbanization of the area
· Vegetation
· Unanticipated and non-uniform foundation loads
Each of these factors and their impact on the soils in Greenboro/South Keys are as follows:
Climate Change:
A key factor, climate change, possibly caused
by global warming, had not been contemplated at the outset of the study. However, review of the last 40 years’ worth
of climatic conditions in Ottawa has revealed that 1991, 1997, 2001 and perhaps
2002 have been some of the hottest and driest years experienced by the City of
Ottawa. These conditions are considered
as the major contributor for the significant water deficit in the ground.
Urbanization of the area:
SCE has confirmed that since the early 70’s,
approximately 50% of the lands in Greenboro and South Keys have been converted
to hard impervious surfaces. Hard
surfaces includes roofs, driveways, roads, pathways, in-ground pools, etc. The design guidelines for subdivisions
promotes the shedding of surface waters via the installation of storm sewers,
hard surfaces such as roads, etc. Residents
have come to expect that streets will have storm sewers rather than storm
ditches at the front of the property, that water will not pond in their yards,
etc. Front yards and driveways are
graded to promote the evacuation of water asap. Precipitation and snow melt are evacuated efficiently and
effectively through the use of hard surfaces and storm sewers. This process has necessarily reduced the
amount of water in the soil.
Vegetation:
The review has confirmed that the maturing trees have contributed to the soil settlement and foundation stress. Further, it would appear that the mass plantings contributed significantly to the damage to some buildings in close proximity. Although the trees were low and/or medium demand trees as per the Greenboro Design Guidelines, the combination resulted in more water being retrieved from the soils than what was being introduced through surface drainage.
SCE surmises that consistently over the last 10 years, more water has been evaporating from the leaves of mature trees in the area than what has been introduced by rainfall or snow melts.
Unanticipated and non-uniform foundation loads:
Water in the clay soils counter the loads and associated pressures on the soils supporting the footings and foundation. Water adds buoyancy to the soil supporting the building load by filling the small void between the soil particles. Clays can have up to 70% moisture content in their structure, so moisture loss can bring about volume change. The design of the buildings appears to assume a continued presence of water and buoyancy. Thus the loss of the soil moisture and drop of the water table resulted in increased pressure and settlement of the supporting soil beyond that anticipated by the designs.
As well, the predominant feature of the homes in Greenboro is that of an attached garage at the front of the structure with heavy, brick cladding. These features may have contributed to the non-uniform loading of the foundation soils.
Short term actions:
The Task Group is committed to prepare and
release a detailed report of the findings (including the findings of SCE) and
responses to the questions raised at the January 8, 2002 meeting.
This report along with an executive summary in both official languages will be finalized and distributed to the residents at a meeting to be held by the end of July or early August 2003. It is expected that there will be a high demand for the report and thus printing costs will be significant. As the report will be weighty, only an executive summary will be posted on the City’s web site for ease of access.
Forestry Services will continue to react to complaints about foundation damage in accordance with the approved process, with the exception that the requirement to provide a soils report establishing the presence of sensitive marine clays in Greenboro and South Keys has been waived (because the presence of these clays is well established in both these developments)
No new trees are being planted or replaced in Greenboro until staff have reviewed in depth SEC’s report and have determined the appropriate strategies and actions to avert or mitigate future soil settlement and foundation stress due to trees.
In addition, staff will develop strategies for addressing the immediate loss of trees in Greenboro and South Keys. The Forestry Advisory Committee will be consulted in the development of appropriate strategies and actions.
3) Public education
Staff will update and re-issue the flyer to inform residents of the potential for soil settlement and foundation stress, what steps to take, etc for distribution city-wide and via the City’s web site. This will be particularly essential if summer 2003 proves to be another hot and dry one.
Surface Operations is also working with Marketing and Communications Branch to prepare tree-watering advertisements for the newspapers, as the easiest way to avoid de-watering the soil to a critical level is to replace the ground and surface water that the tree is using by watering the tree regularly.
4) Claims
If any ratepayer is of the view that some liability rests with the municipality on this issue he or she may submit a claim to the Risk Management Division in the Finance Branch. Each claim will be independently considered. The City Solicitor will also be separately advising Committee on this issue.
Long term strategies and plans:
Transportation,
Utilities and Public Works:
§
Develop methodologies for
preserving the urban forest in communities where sensitive marine clays are
present and where foundation stress is possible,
§ Develop strategies to promote the infiltration of surface runoff to water the trees,
§ Educate the property owners on the care of trees and the foundations of their homes,
§ Review and revise the list of permitted trees and shrubs,
§ Develop a protocol with Development Services for reviewing and commenting on proposed planting schemes of developments where the existence of sensitive marine clays has been confirmed,
§ Install additional clay dykes where applicable,
§ Review and revise as appropriate the sewer design guidelines,
§ Review and revise as appropriate the water supply design guidelines,
§ Review and revise as appropriate the construction standards and specifications for infrastructure installations.
Development Services Department:
· Establish Official Plan policies pertaining to development in areas identified as having sensitive marine clays,
· Review and develop new development parameters. In view of the preliminary findings compiled late 2002, the Department introduced in the new Official Plan the wording to enable the establishment of policies, which would exact additional conditions to development in areas where the soils investigations have identified the presence of sensitive marine clays. Thus, for future development (once the Official Plan is legally binding), the City will be able to include in subdivision and site plan agreements additional requirements that would result in the development deviating from the norm, for example, of requiring the installation of one tree per lot, or for installing trees at the back of the lot rather than in the front yard (given the back yard is sufficiently big),
§ Compile a GIS based map that identifies the locations of the deposits of sensitive marine clays within the new boundaries of the City of Ottawa. This map would be available to staff and the public and would serve as notice of potential difficulties due to soils conditions if certain steps are not taken,
§ Develop and establish new development/design guidelines to maximize the retention of soil moisture and re-hydration of soils to counter the impact of climate change. These guidelines will appear to be counter to the objectives of the new Official Plan as strategies may include the imposition of larger lots and front yards to counter the presence of a tree at the front of the lot, the de-watering impact of sewer trenches at the front of the property, etc. Staff will consider the viability of some or all of the following steps:
Ø the re-introduction of storm ditches rather than storm sewers,
Ø the prohibition of asphalt or concrete paving for driveways. Driveways would have to be open grid pavers, which allow water to percolate through,
Ø installation of swales to maximize water retention on site or absorbent trenches in the front yards,
Ø minimize grade changes to slow surface water runoff,
Ø use of perforated storm sewers to recharge ground water,
Ø preloading the lands prior to development (5-6 years ahead of development),
Ø requirement to install clay dikes within the private services trenches,
§ Explore and/or develop new standards for the construction of foundations in areas where sensitive marine clays are confirmed.
§ Meet with the local geotechnical and structural engineers to review SCE’s findings and to educate and identify new processes/practices,
§ Develop a protocol for reviewing and commenting on proposed developments where the existence of sensitive marine clays has been confirmed,
§ Develop and publish literature to inform homeowners on the development processes, the respective roles of the City, the developer/subdivider, the builders, the homeowners, and on the care of their homes and trees.
Consultant:
§ Continue to undertake the field studies by monitoring the boreholes and wells to identify the moisture content of the soils and the water table for development of long term strategies,
§ Review and determine whether the water table has been impacted by development southwest of South Keys residential area and Greenboro, and report to staff the findings.
Climate change has been identified as a key factor in the increasing incidences of soil settlement and resulting foundation damage. Immediate reactions are to remove trees that are considered problematic. One of the City’s goals in it’s new Official Plan is to increase the urban forest.
Appropriate
strategies need to be developed to address the loss of trees.
The current problems being experienced with foundation stress and soil settlement are primarily associated with the urban environment.
CONSULTATION
Staff met initially with Greenboro area residents in January 2002. Since that date there has been a continuing dialogue with area residents through a selected group (street representatives). Two additional public meetings with area residents have also been held since the original meeting.
Staff are expecting to meet with area residents again in the next few months.
The cost to date for the ongoing technical review and analysis performed by Sarafinchin Consulting Engineers (SCE) is approximately $450,000. These costs, have been funded from the Department’s capital program for urban forests as well as engineering studies.
The costs of the short term work identified in the report to be
undertaken by the Transportation, Utilities and Public Works Department over a
three year period are expected to be approximately $900,000. Funding for some of this will be
accommodated within existing funding envelopes, whereas some of the initiatives
identified will require additional funding in Capital/Operating budgets.
A. Pre-Engineering
Monitoring boreholes by consultant $ 30k/yr x 3 years = $ 90k
CCTV reviews $ 3k/yr x 3 years = $ 9k
Refund private soils reports $ 2k x 15 = $ 30k
B. Communication
Flyers/ public meeting/ file searches $ 50k
Sarafinchin Report reproductions $ 50/ea x 400 = $ 2k
Drought watering notices in the media $ 40k
C. Sewers
Trenchless leak repairs $ 100k
Clay dykes in sewermain trenches $ 20k
Clay dykes in sewer service trenches $ 20k
D. Watermains
Cathodic protection $ 20k
E. Roads
Patching curbs/asphalt/sod settlements $ 200k
F. Trees
Cut and prune $ 100k
Replace high water demand trees to low demand types $ 50k
Fence replacements for mass planting screens $ 50k
G. Continuing Consultant Costs $ 75k
Additional potential costs rising in the Development Services Department are still to be quantified.
Funds for the requirements for ongoing funding, as necessary, will be presented to Committee and Council in future reports and/or during the 2004 budget process.
ATTACHMENTS
Attachment 1: City Report on Soil Settlement & Foundations
DISPOSITION
Staff in Transportation, Utilities and Public Works Department and Development Services Department will implement the recommendations as approved by Council.
Attachment 1
June 2002 City Report on Soil
Settlement & Foundations
This bulletin, issued by the City of Ottawa, is intended to respond to citizens’ concerns about soil settlement and foundation stress occurring in some homes in your area. The bulletin outlines:
· the steps we are taking to address this issue
· the type of activities you can expect to see in your neighbourhood as a result of these steps
· what you can do
· and next steps throughout the summer and fall of 2002
We have used a Question & Answer format to address your concerns. If you have other questions, please call one of the following members of the City’s Task Group formed to undertake a comprehensive review of the conditions causing the distress.
If the questions relate to soils and trees, contact:
Dale Philpotts at 580-2424, ext 25543
If the questions relate to development and the construction of the homes, contact:
Arlene Gregoire at 580-2424, ext 41425
If the questions relate to the current adjacent development contact:
Wade Clouthier at 580-2424, ext 22179.
We realize that this is a troubling time for you as you wait to hear the results of this study. Please be assured that the City is proceeding as quickly as possible. In the meantime, we sincerely appreciate your patience and co-operation.
What is the mandate of the City of Ottawa’s Task Group?
On January 8, 2002,
residents of certain streets in Greenboro and South Keys were invited to a
meeting to discuss their concerns about damages to their homes.
Many of the questions required an in-depth review and
study. At the request of the Ward
Councillor, a multi-disciplinary group of staff and professionals was assembled
to undertake the in-depth review to respond to questions such as:
·
the
planning approval processes for the Greenboro and the South Keys developments
·
the
building design and construction of the buildings and compliance with the
Ontario Building Code
·
a
determination on whether recent nearby development caused or contributed to the
destabilization of the soil substructure and by extension the foundations of
buildings
·
whether
bus traffic on Tapiola Crescent caused or contributed to the destabilization of
the soil substructure, and by extension the foundations of certain
buildings; and whether the potential
impact had been considered as part of the decision-making process
·
whether
trees and/or other plant materials, sewers or other factors caused or
contributed to the destabilization of the soil substructure and by extension
the foundations of buildings
·
whether
measures are available to minimize the chances of future occurrences.
Tell me what steps the City of Ottawa is taking to investigate
foundation damage to homes in the area.
The City is undertaking an in-depth review to determine the cause of the problems in Greenboro and parts of South Keys. There are two stages.
The first stage consists of:
Specifically, staff has examined:
· approximately 700 trees. Another 500 will be examined.
Since January 2002, 35 trees have been removed by the City of Ottawa. Twenty new boreholes have been drilled.
The second stage consists of a comprehensive review of the problem areas, the interpretation of all the information located and data compiled, and provision of advice and recommendations. The City has retained the consulting firm – Sarafinchin Consulting Engineers (SCE), to conduct the second phase. SCE is independent in that the firm has not been involved in any of the development of either Greenboro or the South Keys area. The firm has extensive expertise in the fields of geotechnology and hydrogeology, including expertise in sensitive soils such as leda clays.
Hydrogeological expertise is needed to provide expert advice/opinion on the water table (ability to recharge, whether the problem may be at the surface for example) and geotechnical expertise to advise on the cause or combination of causes of soil destabilization.
SCE will undertake a comprehensive study and, provide a report to the City in the autumn of 2002. The consultant will focus on the overall conditions of the soils, water table, the impact of development, among other factors.
The consultant will:
· undertake a review of the problem areas
· interpret the data compiled prior to development, during development and more recently
· determine the possible cause or causes
· provide advice and recommendations
Initially, the review focused on issues related to Greenboro, however, some residents in the South Keys area requested that the study area be extended to include parts of South Keys.
Greenboro, for the purpose of the study, is defined as the area bounded by Albion Road to the west, Hunt Club to the south, and Conroy Road to the east and Johnston Road to the north. The South Keys area, for the purpose of the study, is defined as the area bounded by Bank Street to the west, Hunt Club to the south, and Albion Road to the east and Johnston Road to the north.
Activities will include:
The SCE report will be ready in autumn of 2002. A public meeting will be held at that time to discuss the review and recommendations.
Will the City undertake an assessment and or
inspection of the damages to my home?
We will continue investigations to determine if trees situated on municipal property are contributing to foundation damages, as outlined in the attached Tree and Foundation Damage pamphlet.
A building inspector and/or the Building Services Branch code engineer may visit your property, with your consent, to conduct an assessment as part of the overall study or to confirm the structural integrity of your home if damage is extensive. This assessment will be based on the requirements outlined in the Ontario Building Code. Depending upon the circumstances, the
information may or may not be compiled in the form of a report or section of the comprehensive report.
If you are concerned about damage or possible damage to your home, we recommend you retain – at your cost - the services of an expert, such as a structural and/or soils engineer, to determine the extent of damage, the probable cause(s) and work required. Each site presents its own set of conditions and solutions. It is essential that you assess the damage and take steps to correct problems as soon as possible.
Does the City have a role in monitoring properties that have been
reported as having sustained damage?
SCE may approach owners of some homes to evaluate situations to supplement the information being collected for the overall review of community conditions.
There are cracks in my foundation.
What can I do?
Cracks in foundations or floor joists, separations between the floor and the base boards and doors, and windows that no longer open or shut properly, can be caused by a number of factors. They include shrinkage, temperature changes and the amount of moisture in a home, recent renovations, and movement because of foundation settlement.
Larger movements are normally the result of foundation settlement. Homes can accommodate a certain amount of movement without serious structural consequences.
We encourage you to hire a structural and/or soils consultant if you are concerned or if the following has occurred:
· recent rapid movements
· movement or cracks measuring one half an inch (1.25 cm) or more
Your consultant can conduct a review of your property to determine the extent of the damages and how to correct it. The consultant must be retained at your cost. It is also essential that you take action to deal with the damage as soon as possible, at your cost.
The City will remove any trees that are a contributing factor to visible damage to house foundations.
We will continue to trim the canopy of all city-owned trees in the area.
What permits are required for repair work?
A building permit must be obtained for any structural work undertaken to repair the foundation or other structural element of the home.
Information on building permits may be obtained by calling the City’s Call Centre at 580-2400.
I am not experiencing problems with my house. Is there anything I should be doing?
While not all homes may be affected, we encourage you to:
Here are some recommendations on caring for trees on your property and on city property in front of your home.
A 50 mm (2”) diameter tree needs an absolute minimum of 40 litres (10 gallons) of water per week. This is approximately the amount held by two kitchen sinks. The best way to ensure that all the water applied to the tree actually stays there is to maintain the earth ring or saucer that was placed when your tree was planted. If you are able to water using a soaker hose or slow drip, give the tree a minimum of one hour’s worth of water, or better yet, overnight. During a week when we receive two or more days of rain, watering is not necessary.
A tree that has been planted 15 or more years ago may appear able to fend for itself under any conditions and this is usually true. By that point in a tree’s development, its root system has grown into a large volume of soil and can reach water and nutrients even when surface conditions appear very dry. There is however, a critical point during a drought when the remaining soil moisture is so tightly held to soil particles that roots cannot use it. Trees of all ages suffer when extended drought conditions are experienced. Just like humans, stress can make an otherwise healthy individual more susceptible to pathogens looking for weakness. Extra water to all trees during a drought, regardless of age, can keep defenses strong against invading insects or disease. Let the garden hose run at a trickle for several hours or overnight, if possible.
This type of water stress happens very quickly for trees planted in hard surface sites like those in sidewalks or patios, or in places where water is naturally shed, like a raised lawn with retaining walls. Trees in these places should be helped with a good soaking twice a week throughout the hottest part of every summer.
During very dry weather, soil particles will “lock up” water molecules at a certain threshold level. This is especially true of clay soils whose particles have very strong electrical charges that hold water very tightly. This is the start of a battle where roots try to take up water but are opposed by greater forces from the soil particles to hold it. Clay soils will actually shrink in volume because of the water loss, sometimes causing foundation damage because of the change of structural support from the adjacent soil. If the deficit is water, this problem can be avoided by ensuring that trees close to foundations are always well irrigated.
Again, the overnight trickle from a garden hose will help maintain water balance necessary to keep a clay-based soil stable. This should happen on a twice-weekly basis for as long as drought conditions persist.
Pruning trees reduces the tree’s canopy and water demand.
Why is the City removing the tree in front of my home when I don’t have
any damage?
The city-owned tree located on the municipal boulevard in front of your home has been identified as contributing to the damage to your neighbour’s foundation. This is necessary so that he/she can make repairs.
We will remove the tree stump by grinding it to approximately 15 cms below ground level. We will level the area and over-seed it.
The City will not plant a replacement tree on city property abutting your property. You can have a tree planted on your property by the City provided that you enter into an agreement and release registered on title to your land that makes you responsible for it.
If there is a drought alert, the City of Ottawa will issue specific instructions to area residents. This information will be published in the City Page, which appears on Fridays in daily newspapers.
The Ontario Building Code sets minimum standards in the construction of buildings to promote public safety, fire protection and structural sufficiency in buildings. While the Building Code provides for a set of minimum standards, it does not deal with workmanship (unless it undermines the standards set by the Code), nor does it cover many design features marketed by builders. The purchase and sale agreement between the purchaser and the builder and the New Home Warranty Program are meant to cover workmanship and other deficiencies.
Many homes in the area were built primarily before the introduction of the Ontario Building Code, which became law in Ontario in 1976. Prior to 1976, minimum building standards were imposed in accordance with the municipality’s Building By-law. That by-law was based on parts of the National Building Code and the CMHC Residential Housing Standards for residential construction.
How do I access to the building permit file?
Requests to
view and/or obtain copies of residential building permit records should be
addressed to:
Building Services Branch
Development Services Department
City of Ottawa
101 Centrepointe Drive
Nepean, ON K2G 5K7
ATT:
Mail code 04-11
An
administration charge of $25.00 must accompany requests from homeowners, $50.00
from non-homeowners. Fees for copies of
the plans and/or reports apply also.
Claims will not be reviewed by the City of Ottawa until after the comprehensive study is completed and the recommendations are presented. Each claim will be considered individually. Questions about claims should be addressed to:
Maureen Graham, Administrator, Claims
City of Ottawa
1595 Telesat Dr.
Gloucester, ON
580-2424, ext. 43093
Thank you