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Outside of the utilization of a geotechnical engineer for your

                                                                               site characterization, there are other instances where one

                                                                               would be required for your project.

                                                                               When constructing a building, onsite sewage disposal or

                                                                               storm water management projects or projects where grading

                                                                               and soil stability may be concerning factors, a Geotechnical

                                                                               Engineer will be required. In these instances borehole

                                                                               samples of soil are analyzed for grain size, moisture content

Left: bore samples from geotechnical testing; Above: geosynthetic liner        and stability.
utilized for a liquid manure tank as a specified geotechnical requirement.
                                                                               Since a solid base of suitable soil is critical to having a sound
When having your site characterization report completed,
it is best to follow up with your geotechnical engineer to                     structure, we provide the following recommendations:
ensure that the following basics are noted in your report.
                                                                               - All footings should be on native, undisturbed soil, where
    - the size (diameter and depth) of the manure storage;
    - all testing was completed in accordance with the                         possible;
    requirements of the Nutrient Management Act (Ontario
    Regulation 267/03, as amended), including the depth                        - If more than 36 inches of structural fill is to be used, a
    of testing and number of test holes
    - the founding elevation of the proposed tank                              Geotechnical Engineer should be contacted, prior to fill
    - location of any groundwater or bedrock to a depth of
    1.5m below the founding elevation                                          placement, to provide compaction recommendations and to
    - the soil bearing capacity at the proposed depth of
    tank (SLS and ULS) as well as anticipated settlement                       perform the necessary testing;
    - confirmation that the geotechnical engineering
    firm will be completing an on-site inspection upon                         - If on-farm or graded fill is to be used, a geotechnical
    completion of the excavation to verify the soil
    conditions                                                                 professional should inspect the material prior to placement to
Ensuring your geotechnical engineer intends to include
this information in their report prior to testing will ensure                  determine its suitability. If suitable, the Geotechnical Engineer
that your engineer has the necessary information to
prepare your permit drawings. When setting up your                             should also provide a procedure for compaction and perform
geotechnical services, knowing what to ask for is the key
to getting the most from these services.                                       the necessary compaction testing;

Information for this article was provided courtesy of Kyle Hilliar, C. Tech.,  - Where soil bearing capacity is in question, a Geotechnical
Field Services Manager at CMT Engineering Inc., St. Clements, Ontario. For
more information, visit their website at www.cmtinc.net.                       Engineer should be contacted to confirm that the onsite

STONECREST ANNUAL 2017                                                         conditions are consistent with the design assumptions;

                                                                               If the foundation for a new structure is to be near existing

                                                                               structures or manure tanks, the new foundation must be

                                                                               located so as not to impart any additional loading on the

                                                                               existing facility. This is usually achieved through the use of

                                                                               step footings. However, in some instances, the soil against

                                                                               the existing building must be excavated. In this instance, a

                                                                               Geotechnical Engineer can help determine a safe course of

                                                                               action and review any undermined footings.

                                                                               It is important to ensure your geotechnical engineer provides

                                                                               their approval on your soil conditions prior to continuing with

                                                                               the construction of your project. When the structural engineer

                                                                               is onsite to do the initial footing inspection, ensure they

                                                                               receive a copy of any geotechnical reports. This will ensure

                                                                               that your building’s base has been approved and any issues

                                                                               addressed before a foundation is poured.

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