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Ti=IICEL
ENVIRONMENTAL
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TTM T202 Rev02 9 Sept 14
1
Table of contents:
1. Health & safety
precautions:
.......................................................................................................................
2
2. Transportation, offloading and
storage:
....................................................................................................
2
3. The wastewater purification process:........................................................................................................ 3
4. Tank
dimensions:
............................................................................................................................................4
5. Tank
drawing:
..................................................................................................................................................4
6. Manhole risers – (deep inverts):...................................................................................................................5
7.
Installation:
......................................................................................................................................................5
7.1 Pre –installation
inspection:
...................................................................................................................5
7.2 Quick installation guidelines:.................................................................................................................6
7.3 Detailed installation
information:
.........................................................................................................7
7.4 Dry site
installation: ...............................................................................................
................................10
7.5 Deeper tank installation & wet site
installation: ...............................................................................
11
7.6 Plinth and backfill
specifications: ..........................................................................................................
12
8. Plumbing the
system:
...............................................................................................................................
...... 14
9. Finishing the garden to ground level:........................................................................................................15
10. Maintenance:..................................................................................................................................................16
11. Operating
conditions:
................................................................................................................................
......17
It is important to read the full technical and installation guide prior to installation. This document should be
retained for the lifetime of the product and in the event of change of ownership be transferred to the new owner.
Precaution
Prior to installation, please consider finished garden level when installing the system. If you envisage that a manhole
riser/extension may be required to ensure manhole lid remains above finished ground level, the system must be
installed with the appropriate excavation foundation and backfill to accommodate the riser. Please refer to
page 5
for manhole riser details.
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1. Health and safety
precautions:
As safety and security are of vital importance in septic tank installation, the following aspects are
critical.
Ensure that all the information contained in this manual is adhered to at all times
Because of working with machinery and electrical equipment, proximity of water shall be noted.
There is potential danger when de-sludging and therefore this shall never be done alone.
Never enter a tank unless qualified to do so.
Naked flames shall not be used in the vicinity of the tank due to the danger of combustion.
The manhole cover shall never be left off an unattended tank.
Protective clothing / gloves shall be worn at all times. Always remove contaminated clothing and protective
equipment after working with septic tank.
Wash hands and face prior to eating, drinking or smoking.
A second person shall be present when carrying out maintenance.
A sampling box should be constructed if required to facilitate sampling and inspection without placing
personnel at risk.
Great care shall be taken when handling sludge.
Always secure the cover of the system when maintenance is completed.
Lids are not designed to be walked on.
2. Transportation, Offloading and storage:
1. Tanks must be held down during transportation using nylon straps, do not use cables or chains to secure
tanks. Do not over tighten straps to cause deformation of the tank shell
2. Always set the tank(s) on flat smooth ground free from debris etc. To prevent movement, tanks may need to be
tied down.
3. Tanks are best lifted by crane or suitable lifting equipment and webbing lifting straps – do not use chains
or wire ropes in contact with the tank. Ensure tank is empty when lifting.
4. Move tanks only by lifting and setting, do not push or drag
5. Do not drop or push tanks from truck/trailer.
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3. The wastewater purification process:
The Tricel Vento septic tank is an ideal solution for wastewater treatment when used in conjunction with the
appropriate disposal system.
The tank is divided into two chambers, sized sufficiently to hold wastewater for an adequate amount of time for
the solids to drop to the bottom to form a sludge and the lighter material to rise to the top of the liquid to form a
scum. The remaining liquid effluent is passed through the outlet pipe into the disposal system for final treatment.
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4. Tank dimensions:
Tank Name
Vento 6
Vento 12
Vento 20
Max design population
Pop 6 12 20
Tank capacity (actual)
litre
3056
4255
5008
Nominal inlet/outlet pipe diameter
mm 110
110 110
Overall length
mm 2700
2050
2430
Overall width
mm 1190
1850
1850
Overall height
mm 1440
1550
1550
Inlet invert to base
mm
1190
1230
1230
Outlet invert to base
mm
1140
1180
1180
Inlet invert to ground level – tank only
mm
175 245 245
Inlet invert to ground level – with 1 riser*
mm
355 425 425
Outlet invert to ground level-tank only
mm
225 295 295
Height above ground level
mm 75
75
75
Weight empty
kg 119
140 160
* See section 6
5. Tank drawings:
P6
Page 6
5
P12
P20
6. Lid Security:
Each lid should be secured at all times to prevent unauthorised access. Tanks are supplied with two securing points,
as shown below.
To secure lid, rotate until tight. Tighten screw in place with screwdriver. Lid is now secured in place.
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7. Manhole risers – (deep inverts):
Manhole risers are available for deeper installation requirements. They are available in 180mm increments x
400mm diameter to a maximum height of 540mm (max 3 risers).
All manholes lids are securable and must be secured for safety and to prevent unauthorised access. All
maintenance work is done through these manholes.
Never install the cover of
the system under ground
level.
Do not allow ground
water to enter the
system.
Only Tricel Vento
manhole risers shall be
used.
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7. Installation:
All installations must be “fit for purpose” to suit the on-site conditions, which will vary from site to site. This is the
responsibility of the onsite contractor.
The Tricel Vento is suitable for a maximum manhole riser of 540mm which gives a maximum outlet to ground level
invert of 960mm. The Tricel Vento is not suitable where a deeper installation is required.
7.1 Pre-Installation Inspection
Tanks should be subject to visual inspection prior to installation
Check for, fractures to the shell or ribs, deformation, punctures, scratches or abrasions deeper than 1.5mm
Any damage should be notified to the delivery driver and/or to your supplier
Do not attempt to carry out any un-authorised repairs, as this will invalidate the warranty on the tank
Once the tank has been installed, we cannot accept any claims for damage.
7.2 Quick installation guidelines:
A dry site is one where the water table never rises higher than the base of the Tricel Vento unit and the ground is
free draining.
A wet site is one where the water table may rise higher than the base of the Tricel Vento unit or where the soil
does not allow water to drain away at the same rate.
The unit should never be installed where ground water can rise higher than the outlet pipe
Guidelines
Dry Site
Wet Site
All installations must be “Fit for purpose” to suit the on-site conditions, which
will vary from site to site. This is the responsibility of the onsite contractor.
Never push the tanks. Tanks shall be lifted into position.
The unit should be located as far away from the dwelling as is practically
possible considering topography and pipe work levels. Separation
distances must meet all National and Local regulations
Dig a hole circa 400mm larger than the system in plan.
Remove any soft spots or boulders of significant size from the base or sides
of the excavation
Ground water must be pumped to give a dry excavation and excavation
lined with polythene if necessary
A base is then formed using 200mm of gravel (suitable to site conditions) and
this must be flat and level.
A base is constructed of a 300mm layer of dry mix to suit site conditions.
This must be flat and level.
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Ensure gravel/dry mix are clean and contains no large materials
Lift tank into position and align as required for connecting pipe work, access
shafts etc.
Ensure that each tank is 100% level, and that inlet/outlets are in the
correct orientations.
Fill tank with water at the same rate as you backfill the tank.
Mount and seal risers
Commence gravel backfilling in 300mm layers to 100mm over the tank,
ensuring tank and any pipe work is properly supported.
Commence backfilling in 300mm layers to 100mm over the tank,
ensuring tank and any pipe work is properly supported.
Minimal compaction should be used on the surrounding backfill.
Complete backfilling with topsoil up to ground level. Ensure that
surrounding finished ground level is never higher than the cover of the
Compact evenly around the riser extensions to reduce risk of distortion.
Ensure that No surface loadings are transferred from the cover direct to
the tank. Cover frame construction should allow movement.
An access chamber should be installed before and after the tank to assist in
clearing possible blockages
If sewage consists of high quantities of grease e.g. from a restaurant, a grease
trap may have to be installed on a separate drain prior to the system.
7.3 Detailed installation information:
7.3.1 Siting:
The minimum set back distances for installing the septic tank are outlined below:
Ireland
England/Wales
Scotland
Northern Ireland
Any Dwelling
7 metres
7 metres
5 metres
7metres
Boundary
3 metres
5 metres
5 metres
5 metres
Wall/building
4 metres
4 metres
4 metres
4 metres
Hedge or tree
roots
3 metres
5 metres
5 metres
5 metres
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The minimum set back distances for soak away/percolation area are outlined in the table below:
Ireland
England/Wales
Scotland
Northern Ireland
Any Dwelling
10 meters
15 metres
5 metres
7metres
Hedge or tree roots
3 metres
3 metres
3 metres
5 metres
Well, borehole or spring
Depends on
site conditions
50 metres
50
metres
50 metres
Watercourse
10metres
10 metres
10
metres
10 metres
Lake 50 metres
Road, railway,
permeable drain
10meters
In England and Wales there is a specified distance of 25m and 4m vertical distance of where the de-sludge tanker can
park. In Scotland this distance is 30m and 3m vertical.
The Tricel Vento should not be installed in an area subject to flooding or excessive water runoff. The area around the
Tricel Vento should be adequately drained, to permanently remove water from the proximity of the tank. The Tricel
Vento system is not suitable to be used in water logged sites, where the water level may rise above the outlet level.
7.3.2 Control of groundwater:
During installation tanks must not be subjected to buoyant forces.
Incorrectly installed tanks that are subject to movement, rotation or floatation may become damaged, for
which we cannot accept liability. Contact a qualified engineer if there are difficulties on site due to
adverse water logging.
7.3.3 Note: water logged sites:
The Tricel Vento septic tank is not suitable to be used in water logged sites, where the ground water may
rise above the outlet level. Adequate drainage is important to improve wet sites, or sites with a high water
table level. It is recommended that water is removed from the area surrounding the system to prevent
flotation. Excessive loading caused by site water can harm the system, please consult with the
manufacturer or a qualified engineer if in doubt.
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7.3.4 Excavation size:
Suitably sized equipment will be required to excavate the hole and to lift the system into place. Installation
depends on on-site conditions, water, slopes, location etc. Excavation should be planned with due regard
to Health and Safety requirements, and should be either shored or battered back to a “safe” angle. The
excavation should allow a minimum 200mm clearance between the tank and the excavation wall or face
of shoring. Unstable ground with excessive sand, peat swamps etc. may require larger excavations.
The excavation should be maintained dry by pumping or whatever suitable means.
External dimensions: Width in meters x Length in meters
Total excavation: {Tank Width + 400mm} x {Tank Length + 400mm}
Excavation depth: Allow 200mm for a tank base/plinth.
7.3.5 Excavation depth:
The excavation depth is determined by the inlet pipe invert level relative to the bottom of the tank, and
allowing for the minimum base thickness shown. Dimension details of the tank are shown on the relevant
drawing in section 5. Ground instability at formation level (e.g. running sand) may necessitate over-
excavation and stabilisation with hardcore or blinding concrete.
Note: The maximum depth for the base slab is 2105mm for a P6 and 2215mm for P12 and P20.
Dry
Site
Wet
Site
Gravel
Dry Mix
Site Conditions
“a” minimum in mm
“b” minimum in mm
Dry
200
200
Wet
200
300
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7.4 Dry site installation:
A dry site is one where the water table never rises higher than the base of the Tricel Vento unit and the ground is
free draining.
7.4.1 Tank base/plinth:
Remove any soft spots or large stones and boulders
The base is constructed of a 200mm layer of gravel.
Ensure that base is level and at the correct height to accommodate the incoming pipe work
7.4.2 Installing onto the base/plinth:
Mechanically lift the plant carefully into the centre of the hole and place on the prepared plinth
The plant must sit dead level on the
plinth
Connect and seal the pipe work to the
tank.
Mount and seal manhole risers (if
required)
7.4.3 Backfilling dry site:
Fill the plant with clean water to a depth of 300mm and recheck the pipe work levels. Commence backfilling
with gravel as per plinth and backfill specification in section 7.6.2 in layers of 225mm evenly around
the tank
ensuring that there are no voids. Compact each layer ensuring the vibrating machine does not come in
contact with the plant. Continue filling the chambers whilst backfilling, ensure that the progressive water
level is no more than 300mm above the backfill level.
Continue to backfill until gravel has reached the inlet pipe
level.
Complete backfilling with topsoil up to the max ground level
line.
7.5 Wet site installation:
A dry mix surround must be installed in wet site
conditions
.
A wet site is one where the water table may rise higher than the base of the Tricel Vento unit or where the soil
does not allow water to drain away at the same rate.
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7.5.1Tank base/plinth:
Remove any soft spots or large stones and boulders.
The base is constructed of a 300mm layer of dry mix. Refer to plinth and backfill specifications in section
7.6.1
Ensure that base is level and ensure that correct orientations are determined to accommodate the incoming
pipe work.
It is important that no excess ground water until the concrete is set. It may be necessary to line the
excavation with a continuous layer of 1200 gauge polythene to maintain the integrity of the dry mix.
7.5.2 Installing onto the base/plinth:
Mechanically lift the plant carefully into the centre of the hole.
The plant must be dead level on the plinth
Connect and seal the pipe work to the tank appropriately.
Mount and seal manhole risers (if required)
7.5.3 Backfilling a wet site:
Dry mix
Fill the plant with clean water to a depth of 300mm and recheck the pipe work levels.
Commence
backfilling
with dry mix as per plinth and backfill specifications section 7.6.1 evenly around the tank ensuring that there
are no voids. Continue filling the chambers whilst backfilling, ensure that the progressive water level is no
more than 300mm above the backfill level.
Backfill with dry mix until it has reached the invert of the inlet pipe level.
Continue backfilling with dry mix as per plinth and backfill specifications section 7.6.2 until dry mix has
reached the inlet level.
Complete backfilling with topsoil up to the max ground level line.
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7.6 Plinth and backfill
specifications:
7.6.1 Dry mix backfill specification:
Dry mix concrete is specified 200kg cement mixed with 1m³ sand.
Note: Standard concrete mixes should not be used, where sulphates or similar aggressive chemicals are
present in the groundwater.
Lift height (rate of rise):
Determine the lift height (m), or rate of rise (m/h) for the specific concrete type used, to ensure that
a design pressure (P max) of 15kN/m2 on the tank is not exceeded.
Vibration:
The design of the tank assumes minimal compaction of the surrounding concrete. Where necessary, this
may be extended to include light internal vibration. Never use deep revibration which will substantially
increase the pressure on the tank, possibly causing failure.
Impact of dry mix on discharge:
Under no circumstances should dry mix be discharged directly onto the tank.
7.6.2 Gravel backfill specification:
Primary Backfill material should be free-flowing granular material. The design of the tank assumes minimal
compaction of the surrounding concrete. Compact evenly, around the turret extensions to reduce risk of
distortion. Tanks must be installed with primary backfill only within the region immediately surrounding
the tanks. This primary backfill must extend a minimum of 200mm outward from the tank and directly
beneath the tank.
The following materials are approved as Primary Backfill:
Rounded pea gravel:
Minimum particle size 3mm, maximum 18 mm, compacted to a relative density of >70%. Gravel shall be
clean and free flowing, free from large rocks, dirt, sand, roots, organic materials or debris. Upon screening
analysis the backfill material shall have no more than 5% by weight passing 2.36 mm sieve
Crushed or processed
stone:
Minimum particle size 3 mm, maximum 12 mm, compacted to a relative density of >40%
Dry gravel density must be at least 1500 kg/m3. Material should be washed or screened to remove fine
particles. Upon screening analysis the backfill material shall have no more than 5% by weight passing 2.36
mm Sieve
Use of other than specified backfill and bedding materials will void the tank warranty.
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Backfill material shall not be frozen or
contain
lumps of
frozen
material at any time during placement.
Pea gravel Crushed stone
7.6.3 Top soil:
Clean native top soil shall not contain rocks larger than 36mm on largest dimension.
Note: The use of geo textile barrier fabrics surrounding the primary backfill material is considered good
installation practice. The fabric must be chosen to allow the flow of water in and out of the excavation but
to prevent the movement of fine soil particles into the primary backfill material.
7.6.4 Burial depth:
Generally, the max depth from finished to the inlet invert level of the main shell should be no more
than 755mm for P6 and 825mm for a P12 and P20.
7.6.5 Loadings:
If the plant is installed in an area where traffic or other superimposed loadings can be applied, consult
a structural engineer for the design of a reinforced concrete slab to prevent the load being transmitted to
the tank (or its concrete surround). If this slab is constructed immediately above the plant, it should
be separated from the concrete surrounding the tank by a compressible material.
8. Plumbing the system:
Do not: Plumb storm-water (water) from roofs, drains, footpaths etc, into the Tricel Vento septic tank. A
competent person in accordance with this manual should connect the plumbing from the dwelling to the septic
tank. The Tricel Vento septic tank is plumbed for 110mm, uPVC pipe. The pipe should be vented by means of a
vent pipe above the eaves of the house. A short length of pipe with flexible joints should be used immediately
before and after the tank to allow for movement between the tank and the pipe work.
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8.1 Treatment of effluent liquid:
The T r i c e l V e n t o septic tank acts as a holding chamber and treatment of effluent is carried out in the
p ercolation area. Effluent may be disposed into any of any of the following means for treatment:
The best disposal method can depend on a variety of site factors including percolation results, soil type, water
table level and topography of the site. Please refer to the onsite engineer for further details.
8.2 Distribution box:
A distribution box and/or inspection chamber should be fitted between the tank and the percolation area. A
Distribution box is required to spread the flow throughout a percolation area. An access chamber should be
placed before and after the Tricel Vento septic tank for sampling and inspection purposes and also to assist in
any blockages that may occur.
Distribution box. 450mm high x 300mm opening Riser extension. 300mm opening x 270mm high
8.3 Ventilation:
Ventilation is crucial to the system. Prior to installing the system, great care must be given, on how to provide
adequate ventilation. As sites differ, advice is available from BS8301, BS6297, EPA CoP 2009. The Tricel
Vento septic tank is supplied with 1No 110mm socket next to the inlet pipe
which
may be used for
venting
the
tank if vent
through
the eve is not possible.
10. Maintenance:
Note: All maintenance work should be carried out from outside the tank. There is never a need to enter the septic
tank.
A certain amount of unit maintenance is required, on an ongoing basis to ensure that the system is working
correctly. This is the responsibility of the homeowner.
10.1 Quarterly Maintenance (3 months):
The outlet distribution box should be checked monthly to ensure that the effluent is free flowing and clear.
The vent should be checked to make sure they are not blocked or covered with over grown grass.
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10.2 Yearly maintenance:
De-sludging should be also carried out yearly to prevent solids rising to the height of the outlet pipe and
being carried along with the liquid into the percolation trenches. This blocks the percolation area and can
cause flooding. Depending on usage and house population, this period may vary. The de- sludging of the
Tricel
Vent
o septic tank is the responsibility of the homeowner. De-sludging is done with a vacuum tanker
(we recommend the use of a licensed company).
The minimum recommended desludging period is 1 year for all tank sizes.
10.2.1 De-sludging (emptying the solid waste)
Remove both access covers.
Remove the filter.
Empty the Tricel V e n t o septic tank using a vacuum tanker. Care must be taken not to damage the tank
with the hose of the vacuum tanker.
Ensure that all the solids are removed from the tank.
Replace the de-sludging access cover securely.
Notes:
Do not let this equipment drive over the tank. Maintain a distance of at least 4 meters away
from the covers of the tank.
The access cover should never be left off while the unit is unattended.
De-sludging should never be carried out alone.
The property owner has a legal responsibility to ensure that the system does not cause pollution, a health hazard or
nuisance.
11. Operating conditions:
The manufacturer’s instructions outlined in the technical manuals must be followed at all times.
It is important that the plant is operated under the conditions for which it is designed. Any variation in
these conditions could lead to the unit not performing to its full potential.
De-sludging is a critical part of the successful operation of the Tricel Vento Septic tank. Only competent
approved personnel should carry out de-sludging.
The discharge to the ground is also a critical part of the operation of the system. Correctly constructed
distribution chambers and distribution drains or polishing filters are necessary as part of the treatment
process. Incorrectly constructed drains or polishing filters could result in poor treatment of effluent and we
do not accept any responsibility in this regard.
If the plant is not installed correctly, flooding, overloading, or floatation may occur. We are not
responsible
for
incorrectly installed systems.
Soak ways, drains and the emptying of primary tanks remain the responsibility of the client and damage to
the installation due to the influx of surface water or the backing up of soak ways or drains is not covered
by the manufacturer.
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We shall not be liable for any damage or loss, including consequential loss, caused by the
failure of any plumbing equipment or failure caused by the inclusion of gross solids, (e.g. –
disposable diapers or sanitary towels etc.) in the septic tank.
To ensure the continuance of the plants performance, the user has to take certain precautions including
the following:
- The design loading of the plant should not be
exceeded.
- High volume discharges such, as those from swimming pools and Jacuzzi’s must never enter
the plant.
- Surface water must not enter the plant.
Do not allow large quantities of chemicals to enter the system including:
Water softener regenerate.
Disinfectants.
Strong acids and alkalis, or photographic chemicals.
Oil or grease.
Petrol or diesel.
Pesticides.
Do not allow any of the following in to the
system:
Large quantities of milk, alcohol or food.
Large quantities of bleaches or cleaners
Baby wipes, cosmetic and cleaning wipes
Sanitary towels
Kitchen paper
Nappies
Tampons
Medication
Service personnel must be accommodated with clear access to the
plant.
If the plant has been sized by others, we will supply a plant to these specifications. In this case,
the responsibility lies with others, in relation to the maximum flow / litres per day, the system
capacity and retention times.
If we size the plant, and a greater load is placed on the system by the addition of extra houses,
bedrooms in the houses, schools, crèche etc. or by any other means, we are not responsible for the
plant in terms of overloading or the quality of the effluent as the retention times may be compromised.
The plant is not suitable for vehicular traffic. We also recommend fencing off the area to prevent
livestock herds from accessing the unit. Where possible, unnecessary human traffic around the tank
should be avoided.
Terms
&conditions
Subject to our standard terms and conditions, which are available on
request.
In
accordance
with our normal policy of product deve l opme n t, this
specification
is
subject
to
change
without notice March 2014.
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Tricel (Killarney),
Ballyspillane I nd. Est.,
Killa
rney, Co. Kerry, I
reland. Tel:
+353 (0) 64
6632421 I Email:sales@ie.tricel.eu I www.ie.tricel.eu
Tricel
(Gloucester) Ltd., Fox House,
Stonedale
Road,
Stonehouse, Gloucestershire, G L10 35A, United
Kingdom.
Tel: +44 (0)
1453 791616 I Email:sa
les@uk.t ricel.eu
I
www.uk.tricel.eu
In
accordance
with Tricel normal policy of product
development
these
specifications
are
subject
to change wi
thout
notice.
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