Skip to the record
The only place to find full transcripts.

Council archive · source document

Appendix E - Geotechnical site classification report · MCU25/0022

of 15

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

                        Gardens for a reactive site                                         • Water that is transmitted into masonry, metal or timber building
                                                                                              elements causes damage and/or decay to those elements.
                                                                                            • High subfloor humidity and moisture content create an ideal
                                                                                              environment for various pests, including termites and
                                                                                              spiders.
                                                                                            • Where high moisture levels are transmitted to the flooring and
                                                                                              walls, an increase in the dust mite count can ensue within the
                                                                                              living areas. Dust mites, as well as dampness in general, can be
                                                                                              a health hazard to inhabitants, particularly those who are
                                                                                              abnormally susceptible to respiratory ailments.

                                                                                         The garden
                                                                                          The ideal vegetation layout is to have lawn or plants that require only light
                                                                                          watering immediately adjacent to the drainage or paving edge, then more
                                                                                          demanding plants, shrubs and trees spread out in that order.
                                                                                          Overwatering due to misuse of automatic watering systems is a common
                                                                                          cause of saturation and water migration under footings. If it is necessary
                                                                                          to use these systems, it is important to remove garden beds to a
                                                                                          completely safe distance from buildings.
                                                                                         Existing trees
                                                                                          Where a tree is causing a problem of soil drying or there is the existence
                                                                                          or threat of upheaval of footings, if the offending roots are subsidiary
                                                                                          and their removal will not significantly damage the tree, they should be
                                                                                          severed and a concrete or metal barrier placed vertically in the soil to
                                                                                          prevent future root growth in the direction of the building. If it is not
                                                                                          possible to remove the relevant roots without damage to the tree, an
                                                                                          application to remove the tree should be made to the local authority. A
                                                                                          prudent plan is to transplant likely offenders before they become a
                                                                                          problem.

                                                                                         Information on trees, plants and shrubs
                                                                                          State departments overseeing agriculture can give information regarding
                                                                                          root patterns, volume of water needed and safe distance from buildings
                                                                                          of most species. Botanic gardens are also sources of information. For
                                                                                          information on plant roots and drains, see Building Technology File 17.

                                                                                         Excavation
                                                                                          Excavation around footings must be properly engineered. Soil
 extend outwards a minimum of 900 mm (more in highly reactive soil) and                   supporting footings can only be safely excavated at an angle that allows
 should have a minimum fall away from the building of 1:60. The finished                  the soil under the footing to remain stable. This angle is called the angle
 paving should be no less than 100 mm below brick vent bases.                             of repose (or friction) and varies significantly between soil types and
 It is prudent to relocate drainage pipes away from this paving, if possible,             conditions. Removal of soil within the angle of repose will cause
 to avoid complications from future leakage. If this is not practical,                    subsidence.
 earthenware pipes should be replaced by PVC and backfilling should be                   Remediation
 of the same soil type as the surrounding soil and compacted to the same                    Where erosion has occurred that has washed away soil adjacent to
 density.                                                                                   footings, soil of the same classification should be introduced and
 Except in areas where freezing of water is an issue, it is wise to remove                  compacted to the same density. Where footings have been undermined,
 taps in the building area and relocate them well away from the building –                  augmentation or other specialist work may be required. Remediation of
 preferably not uphill from it (see BTF 19).                                                footings and foundations is generally the realm of a specialist consultant.
 It may be desirable to install a grated drain at the outside edge of the                   Where isolated footings rise and fall because of swell/shrink effect, the
 paving on the uphill side of the building. If subsoil drainage is needed this              homeowner may be tempted to alleviate floor bounce by filling the gap
 can be installed under the surface drain.                                                  that has appeared between the bearer and the pier with blocking. The
                                                                                            danger here is that when the next swell segment of the cycle occurs, the
Condensation                                                                                extra blocking will push the floor up into an accentuated dome and may
 In buildings with a subfloor void such as where bearers and joists support                 also cause local shear failure in the soil. If it is necessary to use blocking,
 flooring, insufficient ventilation creates ideal conditions for                            it should be by a pair of fine wedges and monitoring should be carried
 condensation, particularly where there is little clearance between the floor               out fortnightly.
 and the ground. Condensation adds to the moisture already present in the                   This BTF was prepared by John Lewer FAIB, MIAMA, Partner,
 subfloor and significantly slows the process of drying out. Installation of                Construction Diagnosis.
 an adequate subfloor ventilation system, either natural or mechanical, is
 desirable.
 Warning: Although this Building Technology File deals with cracking in
 buildings, it should be said that subfloor moisture can result in the
 development of other problems, notably:

                     The information in this and other issues in the series was derived from various sources and was believed to be correct when published.

                         The information is advisory. It is provided in good faith and not claimed to be an exhaustive treatment of the relevant subject.

                                 Further professional advice needs to be obtained before taking any action based on the information provided.

                                                                                 Distributed by
                                          CSIRO PUBLISHING Locked Bag 10, Clayton South VIC 3169 Tel (03)
                                            9545 8400                      1300 788 000             www.publish.csiro.au Email:
                                                                         [email protected]

                                               © CSIRO 2003. Unauthorised copying of this Building Technology File is prohibited



            8894-193 Sankeys Rd-FEDERAL                                        Page 15 of 15                                                            19/07/2023

Used in these records

About this file

File size
4.6 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Appendix E - Geotechnical site classification report.pdf · 4.6 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.