Attachment 3 Soil Test Report

Trees: Trees can have a considerable effect over the over the performance of a structures foundation, in particular those founded on
reactive soils (Class S,M, H & E). Their pursuit for moisture will change the moisture characteristics of the susrounding soils leading to
localised shrinking and swelling which can exceed the expected soil movement. This can include trees that have been removed prior to
construction. During our Field-testing we have considered trees that existed on or adjacent the site and allowed for them in our
recommendations/design. We are unable to allow for the potential effects trees planted after our testing, reference should be made to
“Recommendations for Builders/Owners-Trees” in Appendix D that follows.

Moisture Conditions: The moisture conditions noted within this report are as recorded at the time of our field testing and have been
included in our assessment of the site. Changes to site drainage, the planting of trees or a rising water table can lead to increased levels of
in the soils leading to either an increased classification or design requirements. We must be notified of any Increase in
ions. Also refer to “Recommendations for Builders/Owners — Site Drainage in Appendix D that follows.

 

Aggressive/Contaminated Soils: This report does not consider the presence of conta

  
  

the concrete evaporates from mix causing
shrinkage to occur. The cracking as a result of this shrinkage is not a sign of structural failure and is to be expected in most concrete
elements poured on-site. AS2870-2011 states “Shrinkage cracking can be expected in concrete floors”. Unless requested by our client we
do not design concrete floor slabs to be shrinkage crack free.

c RECOMMENDATIONS

C.1. Recommendations for Builders

Codes of Practice: All construction work associated with this report must be undertaken in accordance with the BCA “part 3.1 — Site
Preparation” and “part 3.2 - Footings & Slabs” and AS2870-2011 “Residential Slabs and Footings”.

 

Underground Services/Plumbing: Where structures are built over filled, soft or loose soils, services will need to be supported so that
potential movement within the soils does not cause them damage or cause incorrect alignment which could cause leakage. Such measures
can include but are not limited to the provision of expansion joints, sleeved or foam lagged pipe penetrations throughout the structure or
treatment of the soils prior to construction. The attached illustrations detail minimum requirements.

 

 

Arrange plumbing fixtures so that the slab and beam penetrations are kept to a minimum and where necessary sleeved to allow for
movement with 40mm thick closed cell polythene or similar material. Where the penetration is within 150mm of the base of a beam or
footing, the depth of this footing element should be deepened by approximately twice the diameter of the penetration. All plumbing and
drainage must comply with the requirements of the National Plumbing and Drainage Code AS3500.

  

For Class H & E sites, AS2870 - 2011 requires that plumbing pipes servicing dwellings in class H & E sites be fitted with sleeved expansion
joints, rotational swivel joints and foam lagged penetrations.

Refer to the attached detail sheet “Plumbing Requirements Class M, H and E sites.

 

Site Drainage - Class A Sites: The ground surrounding the dwelling and the building site must be graded and drained so that stormwater
is shed away from the house area in all directions during and after construction. Particular attention should be given to ail drainage so
stormwater is not introduced to the foundation soils leading to potential scour. Roof water must be diverted away from the bu ing prior to
and after the roof is installed. Correct drainage is an essential part of our recommendations and design. If the site is not prepared correctly,
excessive foundation movements may occur leading to damage within the supported structure.

 
 
 

 

Site Drainage - Class S, M, H & E Sites: The ground surrounding the dwelling and the building site must be graded and drained so that
stormwater is shed away from the house area in all directions, during and after construction. A minimum grade of 1 : 20 (vertical :
horizontal) for 1.5m must be provided. Hard landscaping such as terrace slabs adjacent the dwelling can assist in this. Roof water must be
diverted away from the building site prior to and after the roof is installed. Where building delays occur, temporary downpipes may be
necessary. Constant maintenance of roof drainage is essential. If a rainwater tank (or similar) is to be sited within 6 meters of a structural
footing, we should be consulted for further advice. External water taps, air conditioner overflows, tank and hot water cylinder overflows
should be over grated pits connected to the drainage system. The ground surrounding the building must be graded and drained so water is
shed away from the house in all directions.

 

 

 

Particular care should be taken with drainage, plumbing and electrical trenches so that they do not introduce water to the foundation soil, do
not allow greater soil moisture evaporation and/or destabilise the footings by undermining them. The base of any trenches under the floor or
within 7.5 meters of the building should be sloped away fram the house and should be backfilled with compacted clay plug.

Correct drainage is an essential part of our recommendations and design and is documented in the CSIRO handout BTF-18 attached to the
clients copy of this report. (Additional copies available upon request.) If the site ts not prepared correctly, excessive soil moisture may
occur in some areas, which can lead to excessive foundation movements possibly damaging the supported structure.

 

Bracing for Wind Forces: Unless noted, we do not detail slab thickenings or pad footings to conform to wind bracing. Where a bracing
wall is to be bolted to a slab, 40mm bottom concrete cover attained for a radius of 150mm is required around the bolts unless noted by other
consultants.

Inspections: We require 24 hours notice if you require engineers site inspections. Inspections can be booked between 8.30am and 4.30pm
Monday to Friday by telephoning 07 5455 5604.

Silt Retention: The builder is responsible for ensuring appropriate si
construction.

  

n measures are in placed and maintained throughou

SCG Consulting Engineers Appendix Page 3 of 6 Appendices.1