Seeking an Apprenticeship, Trainee Position, or Entry-Level Role in Civil Engineering
March 2026 - Age 18
Ongoing
Design and construct a permanent blockwork outbuilding, applying practical construction methods across foundations, masonry, roofing, services, and finishing while documenting engineering decisions, quality control, and problem-solving throughout the build.
15–16 March 2026
Weekend
Prepare the site, establish building lines, and complete setting out, ready for excavation.
Site preparation
Teamwork
Manual handling
Temporary works
Problem-solving
Crowbar
Timber levers
Spades
Cordless drill/driver
Screwdriver bits
Lump hammer
Shovel
Dustpan and broom
Timber fence panels
Timber fence posts
Concrete gravel boards
Fence post holders
Timber decking
Concrete block paving
Fixing bolts
Timber Screws
Repositioned temporary boundary fencing
Relocated an 8 × 10 ft timber shed
Removed existing timber decking
Lifted and stored block paving for future reuse
Cleared and prepared the construction area
The first stage of the project focused on preparing the site for construction by removing obstacles from the proposed building footprint while maintaining a safe and secure garden.
The existing fence line passed directly through the area where the outbuilding and its foundations will be constructed. The fence was therefore rotated approximately 90 degrees to create a temporary boundary that continued to safely enclose the garden for the family dog throughout the build. Temporary fence post holders were secured to the existing block paving using structural screws, allowing the fence to remain stable while avoiding unnecessary permanent alterations.
An existing 8 × 10 ft timber shed was then emptied before being relocated. Although the move itself was straightforward, the shed contained significantly more stored equipment than initially expected, making this the most time-consuming task of the weekend. Three people worked together to lift and pivot the shed using timber levers and spades to minimise twisting forces that could damage the ageing structure. Interestingly, once repositioned, the shed naturally settled into a more level position, confirming that movement of the original base had contributed to the leaning that ultimately prompted construction of the new outbuilding.
The existing timber decking was carefully dismantled by removing fixings with a drill/driver and using a lump hammer where required to free difficult boards. Although the decking would not be reused, careful dismantling made the timber easier to transport and recycle rather than creating unnecessary waste.
During the second day, the existing block paving within the construction area was lifted by hand and stacked in stable alternating 2 × 2 layers for future reuse. Once all materials had been removed, the working area was swept clean, leaving the site prepared for the excavation phase.
Throughout the work, manual handling techniques were used to reduce the risk of injury, with safety boots and gloves worn at all times. Particular care was taken when handling removed decking due to the potential for exposed screws and fixings.
The construction area was successfully cleared, temporary site boundaries established, reusable materials safely stored, and the proposed building footprint prepared for excavation during the next stage of the project.
Following a short break in construction due to weather and other commitments, work resumed in April.
April 2026
1 day
Review the construction site layout and relocate the temporary storage shed to maximise access for excavation of the building foundations.
Site preparation
Teamwork
Manual handling
Temporary works
Problem-solving
Crowbar
Timber levers
Spades
Cordless drill/driver
Screwdriver bits
Lump hammer
Shovel
Dustpan and broom
Timber storage shed
Timber decking
Structural timber screws
Stored building materials (shed contents)
Emptied the storage shed
Repositioned the shed approximately 3 ft to increase excavation clearance
Refilled the shed with stored materials
Removed the remaining timber decking
Rechecked the construction area
A period of poor weather delayed construction work for several weeks, providing an opportunity to reassess the site layout before excavation began. With the construction area fully cleared, it became apparent that the shed, although previously relocated, would still restrict access for digging the foundations and reduce the available working space around the proposed building footprint.
Rather than accepting this limitation and working around it later, the decision was made to reposition the shed a second time before any groundworks commenced. The shed was emptied once again to reduce its weight before being carefully moved approximately three feet further away from the construction area. As with the initial relocation, three people worked together using timber levers and spades to lift and pivot the ageing timber structure while minimising twisting forces that could damage the frame. Once repositioned, the shed was refilled with its contents.
The remaining section of timber decking was then dismantled and removed, completing the clearance of the working area. By taking the time to review the site before excavation started, sufficient space was created for both the foundation works and safe movement around the site, avoiding unnecessary restrictions during the next phase of construction.
The site layout was successfully revised, providing adequate clearance for foundation excavation and improving access around the proposed building footprint. The remaining decking was removed, leaving the site fully prepared for the groundworks phase.
Following a short break in construction due to weather and other commitments, work resumed in July.
July 2026
4 days
Complete the remaining site clearance, establish efficient waste management, and excavate the foundation trenches ready for the substructure.
Site logistics
Communication
Manual handling
Excavation
Problem-solving
Wheelbarrow
Shovel
Spade
Broom
Skip
Block paving
Hardcore
Clay soil
Concrete paving slabs
Stone paving slabs
Coordinated skip delivery
Cleared remaining block paving
Excavated foundation trenches
Removed excavated spoil
Reused hardcore within the excavation
Installed temporary trench covers
With excavation due to begin, a 6-ton skip was delivered to provide sufficient capacity for both the remaining site clearance and the large volume of spoil expected from the foundation excavation. Before delivery, I coordinated directly with the skip driver, explaining that the drop-down door needed to face the top of the driveway to allow easy wheelbarrow access throughout the project. As the skip had been loaded onto the lorry in the opposite orientation, the driver unloaded and reloaded it before positioning it. I also directed the final placement of the skip, requesting it be positioned as close to the garden gate as possible while still allowing the gate to open fully. The wheelie bins were moved beforehand to ensure the delivery could be completed safely and efficiently.
Following delivery, the remaining block paving was lifted and stacked for future reuse, fully exposing the construction area. Beneath the paving, a layer of hardcore was discovered. Rather than disposing of this material, it was retained and later spread across the base of the foundation trenches to provide a stable working surface.
Excavation of the foundations then commenced over the following three days. During digging, a large circular object surrounded by neatly arranged paving slabs was uncovered, initially suggesting the presence of an old buried structure. Rather than attempting to remove it by force, the area was carefully excavated over approximately twenty minutes to determine its purpose. Once fully exposed, it proved to be nothing more than the lid from an old paint container, with the surrounding paving having unintentionally created the appearance of a significant buried feature. Although ultimately uneventful, the investigation avoided unnecessary damage and demonstrated the importance of confirming unknown underground objects before continuing excavation.
Excavated material, consisting primarily of heavy clay soil, was loaded into the skip using wheelbarrows. Spoil was loaded progressively from the rear of the skip towards the front, ensuring the available space could be used efficiently and making full use of the skip's available capacity. Once excavation was complete, the site was swept clean and all waste materials removed, leaving a significantly safer and more organised working environment.
As the completed foundation trenches presented a potential trip hazard, large paving slabs were temporarily placed over the excavations whenever work stopped. This prevented accidental falls and retained access to the garden while allowing construction to resume efficiently during the next phase.
During the final day of this phase, two redundant concrete fence posts were removed to fully clear the construction area. As this required cutting through the internal steel reinforcement using an angle grinder, the task was undertaken by an appropriately equipped adult wearing suitable PPE. I did not participate in this activity, recognising that the work involved hazards beyond those encountered during the earlier stages of site preparation. Understanding when not to carry out a task formed an equally important part of maintaining safe working practices throughout the project.
The foundation trenches were successfully excavated, waste materials were efficiently removed from the site, and the working area was left clean and organised. The skip placement, spoil management, and temporary trench protection improved both site efficiency and safety, leaving the project ready for the next stage of construction.