HomeMy WebLinkAbout2666 - Site Assessment ReportSite Suitability Assessment for
one-off wastewater Treatment
systems
Client: Brendan & Martina Keenan
Site: Annahaia, Donaghmoyne,
Co. Monaghan.
PLANNING D PARTMENT
REF. NO.
Date: 19/03/2021 I 26 I 66
MONAGHAN CO. COUNCIL
Report By: Micheal Murtagh BEng, MIEI,'
CEng
MON. CO. CO.
PLANNING SECTION
Phone:
E-mail:
087 7570725
I J U L 2026
REG. NO
info@berservices.ie
APPENDIX B: SITE CHARACTERISATION FORM
File Reference:
Prefix: Mr• First Name: Brendan & Martina Surname: Keenan
Address: Site Location and Townland:
Annahaia, Donaghmoyne, Co. Monaghan. Annahala, Donaghmoyne, Co. Monaghan.
Telephone No: 087681 1948 Fax No:
E -Mail: c/o - info@berservices.ie
Maximum no. of Residents: 6
Proposed Water Supply: Mains
No. of Double Bedrooms: 0 No. of Single Bedrooms: I
Private Well/Borehole t✓� Group Well/Borehole ❑
• • . • .•• •
Soil Type, (Specify Type): Bedrock at surface -Calcareous
Aquifer Category: Regionally Important Rk Locally Important Poor
Vulnerability: Extreme ✓0 High ❑ Moderate Low f I-ligh to Low Unknown
Bedrock Type: Visean limestone & calcareous shale
Name of Public/Group Scheme Water Supply within 1 kin: N/A
Groundwater Protection Scheme (Y/N): No Source Protection Area: SI SO ❑
Groundwater Protection Response: R22
Presence of Significant Sites
(Archaeological, Natural & Historical):
Past experience in the area:
N/A
Comments:
(Integrate the information above in order to comment on: the potential suitability of the site, potential targets at risk, and/or any potential site restrictions).
This site may be suitable subject to further analysis. Integrating the above information groundwater appears to be the main target at risk.
Note: Only information available at the desk study stage should be used in this section.
3.1 Visual Assessment
Landscape Position: Toe of the slope
Slope: Steep (>1:5) Shallow (1:5-1:20) ❑✓ Relatively Flat (<1:20)
Surface Features within a minimum of 250m (Distance To Features Should Be Noted In Metres)
Houses: One off houses East & West of the Proposed Percolation Area
Existing Land Use: Agricultural
Vegetation Indicators: n/a
Groundwater Flow Direction: Southerly direction as indicated on site sketch
Ground Condition: Dry & firm Underfoot
Site Boundaries: Ditch/Road- as per Site Sketch
Roads: Public Road North East of the proposed percolation area
Outcrops (Bedrock And/Or Subsoil): j None within 100m of the proposed site
Surface Water Ponding: None within 100m of the proposed sits Lakes: None within 100m of the proposed site
Beaches/Shellfish: None within 100m of the proposed site Areas/Wetlands: None within 100m of the proposed site
Karst Features: None within 100m of the proposed site
Watercourse/Stream': None within loom of the proposed site
Drainage Ditches*: Drainage ditch West of the proposed percolation area - approx 100m
Springs / Wells*: None within 100m of the proposed site
Comments:
(Integrate the Information above in order to comment on: the potential suitability of the site, potential targets at risk, the suitability of the site to treat the
wastewater and the location of the proposed system within the site).
Integrating the above information groundwater would seem to be the main potential target at risk. Further analysis is to be carried out via trial
hole inspection and percolation tests.
'Note and record water level
3.2 Trial Hole (should be a minimum of 2.1m deep (3m for regionally important aquifers))
To avoid any accidental damage, a trial hole assessment or percolation tests should not be undertaken
in areas, which are at or adjacent to significant sites (e.g. NHAs, SACs, SPAs, and/or Archaeological
etc.), without prior advice from National Parks and Wildlife Service or the Heritage Service.
Depth of trial hole (m): 1.70
Depth from ground surface Depth from ground surface
to bedrock (m) (if present): L 1.701to water table (m) (if present):
Depth of water ingress: I Rock type (if present):
Date and time of excavation: 10/03/2021 16:30 Date and time of examination: 18/03/2021 09:00
Depth Soil/Subsoil Plasticity and Soil Density/ Colour"*** Preferential
of PIT Texture & dilatancy*** Structure Compactness flowpaths
Test* Classification**
0.1 m C
0.2 m C
0.3 m C
0.4 m C
0.5 m j'
0.6m1___
0.7m[�
0.8m1
0.9 m I
1.0m 0
1.lm( 0
1.2m
1.3m
1.4 m
1.5m1
1.6m
1.7m
1.8m
1.9m 0
2.0 m I
2.1 m 0
2.2 m I
2.3m1
2.4m 0
2.5 m 0
2.6 m
2.7 m
2.8m
2.9m1___
3.0m
N/A Crumb
Threads 5,4,4 Crumb
ribbons
130mm,150mm,
130mm
B E D ROCK
BASE OF
Soft Brown
Firm Brown
TRIAL PIT
Through Roots
None Apparent
Likely T value: 15.00 Note: Depth of percolation test holes should be indicated on log above. (Enter P or Tat depts as appropriate).
See Appendix E for BS 5930 classification.
3 samples to be tested for each horizon and results should be entered above for each horizon.
"" All signs of mottling should be recorded.
3.2 Trial Hole (contd.) Evaluation:
This site appears to be suitable as the separation distances can be achieved, the wastewater can be treated before entering the groundwater
and the effluent will get away without Ponding at the surface. From analysis of the trial pit and the soil layers a T value in the range 30-60
would be expected. Further investigation to be carried out via the Percolation tests.
3.3(a) Percolation ("T") Test for Deep Subsoils and/or Water Table
Step 1: Test Hole Preparation
Percolation Test Hole 1 2
Depth from ground surface 400 450 450
to top of hole (mm) (A)
Depth from ground surface P
g20ir
900
to base of hole (mm) (B)
Depth of hole (mm) [B -A] A] 500 470 a5o
Dimensions of hole 270 x 280 �X280 260 X=270
[length x breadth (mm)] 1T
Step 2: Pre -Soaking Test Holes
Date and Time
pre-soaking started I 17/03/2021 16:00 17/03/2021 L16:00 17/03/2021 16:o
Each hole should he pre -soaped twice before the test is carried out. Each hole should be empty before refilling.
Step 3: Measuring T,00
Percolation Test Hole No, 1 J
Date of test 18/03/202111 18/03/2021 18/03/2021
Time filled to 400 mm I 8 09:5811 09:58
1
Time water level at 300 mm r 10:071P10:18j1 10:02
9.00iEI 20.00 4.00
Time to drop 100 mm (T,00)
jj
11.00
Average T100
If T100 > 300 minutes then T -value >90 — site unsuitable for discharge to ground
If T100 ≤ 210 minutes then go to Step 4;
If T100 > 210 minutes then go to Step 5;
Step 4: Standard Method (where T100 ≤ 210 minutes)
Percolation
Test Hole
1
2
3
Fill no.
Start Finish At (min)
Start Finish At (min)
Start Finish At (min)
Time Time
Time Time
Time Time
(at 300 (at 200
mm) mm)
(at 300 (at 200
mm) mm)
(at 300 (at 200
mm) mm)
1
10:07 10:2 21.00
10:18 11:00 42.00
10:02 io�fl 6.00
2
10:28 10:5111 23.00j
I 11:00 12:0211 62.00
10:08 10:2011 12.00
10:51ll 11:22 31.00
12:02 13:3311 91.0
3
10:20 10:37 17.00
Average At
Value
25.00
11.67
65.00
Average At/4 =
[Hole No.1] 6.251(t1)
Average At/4 =
[Hole No.2] 16.251(t2)
Average At/4 =
[Hole No.3] 2.92 (t3)
Result of Test: T =111 (min/25
mm)
Comments:
The "TTests carried out are within the acceptable range as per the EPA CODE OF PRACTICE
Step 5: Modified Method (where T100 > 210 minutes)
Percolation
Test Hole No.
1
2
3
Fall of water
in hole (mm)
Time
Factor
= T,
Time
of fall
(mins)
= T,
K,s
= T,
/ Tm
T -
Value
= 4.45
/Ki,
Time
Factor
= T,
Time
of fall
(mins)
=Tm
K,s
= T,
/ Tm
T -
Value
= 4.45
/K,,
Time
Factor
= T,
Time
of fall
(mins)
=Tm
K„
= T,
/ Tm
T -
Value
= 4.45
/K„
300 - 250
I 8.1
8.1 �
8.1 ���
250 - 200
9.7 �
9.7 ���I_9.7!���
200 - 150
11.9 ���
11.9 ���
11.9 ���
150 - 100
14.1
14.1 ���
14.1 ��________
Average
T- Value
T- Value Hole 1= (t1) 0.00
T- Value Hole 1= (t2) I 0.00
T- Value Hole 1= (t3) I 0.00
Result of Test: T = 0.00 (min/25 mm)
Comments:
Step 4: Standard Method (where P,00 ≤ 210 minutes)
Percolation
Test Hole
1
2
3
Fill no.
Start Finish Ap (min)
Start Finish Ap (min)
Start Finish Ap (min)
Time Time
Time Time
Time Time
(at 300 (at 200
mm) mm)
(at 300 (at 200
mm) mm)
(at 300 (at 200
mm) mm)
1
11:25 12:52 87.00
11:37 13:2511 108.00
11:05 12:11 66.00
2
12:52 14:4011 108.00
13:25 15:45 140.00
12:11 13:34 83.00
3
14:40 16:4411 124.00
15:45 19:0511 200.00
13:34 15:2911 115.00
Average Ap
149.33
106.33
88.00
Value
Average Ap/4 =
[Hole No.1] 26.58(p1)
Average Ap/4 =
[Hole No.2] L 37.33 (p2)
Average Ap/4 =
[Hole No.3] 22.001(p,
Result of Test: P = 28.64 (min/25 mm)
Comments:
The "P" Tests carried out are within the acceptable range as per the EPA CODE OF PRACTICE
Step 5: Modified Method (where P,f„ > 210 minutes)
Percolation
Test Hole No. 1 2 3
Fall of water
Time
Time
Kfs
P —
Time
Time
K,s
P —
Time
Time
K,
P —
in hole (mm)
Factor
of fall
= T,
Value
Factor
of fall
= Tf
Value
Factor
of fall
= T,
Value
= T,
(mins)
/ Tm
= 4.45
= T,
(mins)
/ Tm
= 4.45
= T,
(mins)
/ Tm
= 4.45
= Tm
/ K,s
= Tm
/ Kfs
= Tm
/ Kt:
300 - 250 I 8.1 �I� 8.1 ��� 8.1 �
250 - 200 9.7 ��� 9.7 ��� 9.7 ���
200 - 150 11,9 ��� 11.9 ��� 11.9 ���
150 - 100 14.1 ��� 14.1 ��� 14.1 ��
Average
P- Value P- Value Hole 1= (p, ) I 0.00 P- Value Hole 1= (p2) I 0.00 P- Value Hole 1= (p3) I 0.00
Result of Test: P = 0.001(min/25 mm)
Comments:
3e3(b) Percolation ("P") Test for Shallow Soil / Subsoils and/or Water Table
Step 1: Test Hole Preparation
Percolation Test Hole 1 2 3
Depth from ground surface of o 0
to top of hole (mm)
Depth from ground surface
to base of hole (mm) 450 480.00 450
Depth of hole (mm) 4501 4801 450
Dimensions of hole
[length x breadth (mm)] 250 X 250 270 X 280 280 X 290
Step 2: Pre -Soaking Test Holes
Date and Time
pre-soaking started 17/03/2021 I 1600 17/03/2021 16:00 17/03/2021 19:00
Each hole should be pre-soaked twice before the test is carried out. Each hole should be empty before refilling.
Step 3: Measuring P,00
Percolation Test Hole No. 1 2 3
I II II
Date of test 18/03/2021 I 18/03/2021 18/03/2021
Time filled to 400 mm 1016 10:16 10:19
Time water level at 300 mm 11:25 11:37 11:05
Time to drop 100 mm (P100) 99,00 81.00 49.00
Average P,00 66.33
If P,o0 > 300 minutes then P -value >90 - site unsuitable for discharge to ground
If P100 < 210 minutes then go to Step 4;
If P,00 > 210 minutes then go to Step 5;
t; , ttt t k'1i i I"\il.A r'.H'\ Irlt°I
Integrate the information from the desk study and on -site assessment (i.e. visual assessment, trial hole and
percolation tests) above and conclude the type of system(s) that is (are) appropriate. This information is also used
to choose the optimum final disposal route of the treated wastewater.
Not Suitable for Development
Suitable for' Discharge Route
1. Septic tank system (septic tank and percolation area) Yes Discharge to Ground Water
2. Secondary Treatment System
a. septic tank and filter system constructed on -site and Yes
polishing filter; or
b. packaged wastewater treatment system and polishing filter Yes
Propose to install: Packaged wastewater treatment system and polishing filter
and discharge to: Ground Water
Trench Invert level (m): -0.40
Site Specific Conditions (e.g. special works, site improvement works testing etc.
TRICELL NOVO IRL6+ WWTS
TO CONFORM TO EN12566-3 AND COMPLY WITH SR66
TRENCH INVERT LEVEL AT 400MM BELOW EXISTING GROUND LEVEL
72LM OF PERCOLATION PIPE REQUIRED
' note: more than one option may be suitable for a site and this should be recorded
2 A discharge of sewage effluent to "waters" (definition includes any or any part of any river, stream, lake, canal, reservoir, aquifer, pond, watercourse or other
inland waters, whether natural or artificial) will require a licence under the Water Pollution Acts 1977-90. Refer to Section 2.6.2.
\,tt I-`rL 1=';i1l U; (`I II,:';
SYSTEM TYPE: Septic Tank System
Tank Capacity (m3) Percolation Area
No. of Trenches
Length of Trenches (m)
Invert Level (m) 0
SYSTEM TYPE: Secondary Treatment System
Filter Systems
Media Type Area (m2)* Depth of Filter Invert Level
Sand/Soil
Soil
Constructed Wetland
Other
SYSTEM TYPE: Tertiary Treatment System
Polishing Filter: Surface Area (m2)* I__________
or Gravity Fed:
No. of Trenches 0
Length of Trenches (m) I 9.00
Invert Level (m) 0.40
DISCHARGE ROUTE:
Mounded Percolation Area
No. of Trenches
Length of Trenches (m)
Invert Level (m) 0
Package Treatment Systems
Type
Tricell
Capacity PE I 6.001
Sizing of Primary Compartment
4.00 rr13
Package Treatment System: Capacity (pe)
Constructed Wetland: Surface Area (m2)* I
Groundwater ❑✓ Hydraulic Loading Rate * (I/m2.d) 20.00
Surface Water ** Discharge Rate (m3/hr)
TREATMENT STANDARDS:
Treatment System Performance Standard (mg/I) BOD SS NH4 - N Total N Total P
20.00 H 30.0011 10.00 .00 2.00
QUALITY ASSURANCE:
Installation & Commissioning
On -going Maintenance
Installation to be carried out according to EPA guidelines and Maintenance contract to be entered into between VWJTS
planning authority requirements, Manufacturer and Client
Commissioning to be carried out by suitably qualified person i.e..
Engineer, Architect, etc; who possess sufficient Indemnity insurance
* Hydraulic loading rate is determined by the percolation rate of subsoil
** Water Pollution Act discharge licence required
Company: BER SERVICES LTD.
Prefix: Mr. First Name: Micheal Surname: Murtagh
Address:
Annavackey, Hackballscross, Dundalk, Co. Louth
Qualifications/Experience: BEng, M.I.E.I., FAS Site Suitability Assessment Course Certified
Date of Report: 119/03/2021
Phone: 087-7570725 Fax: N/A e-mail I info@berservices.ie
Indemnity Insurance Number: HU P16 1561886
�G6
Signature:
—-------------
Site Suitability Assessment for one-off wastewater treatment systems
Brendan & Martina Keenan, Annahaia, Donaghmoyne, Co. Monaghan.
Site
19/03/2021
T1ial hole
Site Suitability Assessment for one-off wastewater treatment systems
Brendan & Martina Keenan, Annahaia, Donaghmoyne, Co. Monaghan.
Test Hole Ti
Test Hole Ti
19/03/2021
Test Hole Ti
Site Suitability Assessment for one-off wastewater treatment systems
Brendan 8t Martina Keenan, Annahaia, Donaghmoyne, Co. Monaghan.
Test Hole P1
Test Hole P2
19/03/2021
Test Hole P3
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) TRICEL
Date 19/03/2021
Report No: SA2 MN 8626
Client Name Brendan & Martina Keenan
Site Location &T'ownland Annahaia, Donaghmoyne, Monaghan
Thank you for choosing Tricel for your wastewater treatment requirements. This report contains the following
information for your site and is based on a population of 6 and a PIT value of between 21-40.
Please see outlined below the accompanying documents:
Section 1: Information on the Tricel Novo Package Plant PLANNING DEPARTMENT
• Manufacturers report and sizing of the Tricel Novo Package Plant REF. NO.
• Drawing of the Tricel Novo Package Plant 6 /
• Certification of the selected Tricel Novo Package Plant
• Technical information on the Tricel Novo Package Plant
• Optional maintenance agreement for Tricel Novo Package Plant MONAGIiAN CO. COUNCIL
Section 2: Information on the percolation area
• Percolation area sizing and outline construction separation distances
Based on the information provided to us, using SR66 and the EPA Code of Practice: Wastewater Treatment and
Disposal Systems Serving Single Houses (p.e. ≤ 10), the appropriate solution for treating wastewater on your site
is a Trice] Novo wastewater treatment plant followed by a gravity fed soil polishing filter, also called a percolation
area. The Tricel Novo provides secondary treatment using submerged aeration filter technology. The gravity fed
soil polishing filter consists of a series of pipe work which distribute the effluent for treat mP ' situ
subsoil. CO • CO.
MON.
PLANNING SECTION
j JUL 2026
REG. NO
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 1
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) TIC EL
Typical layout of a Tricel Novo Package Plant and Gravity Soil Polishing Filter:
m+, 1(!nt —
For your site we recommend a Tricel Novo IRL6+ wastewater treatment plant which is designed to treat a
maximum of 900 litres of wastewater per day. This recommendation is based on the EPA Code of Practice which
states the plant selection should be based on a hydraulic loading rate of 1501/per person/per day. The Novo
IRL6+ has a capacity of 4000 litres, of which 2400 are in the primary chamber, this ensures a long desludging
interval. The Tricel Novo range of wastewater treatment plants is fully in conformance with EN12566-3 and
complies with SR66.
For the soil polishing filter, a minimum of 72m of percolation pipe will be required. The EPA Code of Practice
outlines a loading rate on the trench of 25 1/m2/d based on a P/T value of 21.40. It recommends that each
percolation trench should be equal in length and no longer than 10m. The percolation pipe is laid in trenches
500mm wide. A Tricel distribution box will be required to split the flow evenly into each trench to ensure even
dispersal.
Note:
In the above named site, a substitute wastewater treatment system may not be put in place of the Tricel
wastewater treatment system.
This recommendation only applies to the above named site based on the information supplied to Tricel, A Site
Characterisation Form should accompany this report. Tricel cannot be responsible for misinformation due to
misleading information being received by us from clients.
Please see attached the accompanying documents in Section 1 for the Tricel Novo Package Plant and Section 2
for the percolation area.
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 2
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) T�ICEL
Section 1
�4h�� lit
I ( L)
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 3
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Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) '1l'ZICEL
Certificate in accordance with SR66 for EN12566-Part 3
Pfufir-Otut fur
Ahwasstcrtcchtik
GmbH
TREATMENT PERFORMANCE RESULTS
Tricgi (Killarney)
I3allyspillane Industrial Est., Killarney, Co. Kerry. Ireland
EN 12566-3
Results corresponding to EN 12566-3 and S.R. 66
PIA-SR66-1512-1082
Novo
Serged fixed film ubm ....
Nnnxnal organic, duly lord
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Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 4
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) TRICEL
Novo range and its referring test
Population ' Dra'wirtg of model of
&quivtttertt ° that tarxle
(fE)
reports'.
Watertightness
Treatment
(EN 12566-3
Efficiency
Annex A)
(EN 125436-
; 3 Annex B)
Initial Pass i Pass
Type Test
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conformity
according to
S.R.
662015
Pass
Range
conformity
according to
S.R.
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Structural
Behaviour
(EN 12686-
3 Annex C)
Peat;
For wet
ground
conditions
also.
1.25 m
Installation
depth from
Intel Invert
lass
or wet
;round
:onditions
tIso,
1.25 m
ri3tU11ation
fepth from
ntet invert
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For vial
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Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 5
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) TRICEL
Population
equivalent
(PE)
10
12
18
Drawwtlng of model of
Watertightness ( Treatment
the range
' (EN 12566.3
1 Efficiency
Annex A)
(EN 12566.
3 Annex H)
Pass
Pass
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PIA2009-WD-
Range
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conformity
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1031.01
C'
qi
Pass
PIA2009-W D-
AT0909-1055
PIA2015-
WDtNC-1404-
1021,01
PIA2015-
WD/NC-1406-
1031.01
Pass
PIA200S-WD-
AT0909-1055
P1A2-015-
WDINC-1404-
1021.01
PIA2015-
WD/NC-1406-
1031.01
Pass
Range I For vet
conformity ground
aceardieg to conditions
S.R. also,
56:2015 1.25m
installation
depth from
inlet invert
Struelural I Durability
Behaviour
(EN 1256-
3 Annex C)
Pass
; Pass
For wet
PIA2015-
ground
DH -
conditions
1504 -
also.
1023.01
1.25 m
inalallalion
depth from
inlet invert
Pass
Pass
Range
conformity
according to
S.R.
66:2015
Pass
P1A2015-
UH-
1504-
1023.01
Pass I Pass
For wet
, PIA2015-
ground
OH-
conditBons
, 1504 -
also,
1023.01
1.25 m
installation
depth from
inlet invert
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www,tricel.ie
Page: 6
Tricel Site Recommendation Report.
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) TPICEL
Populat'ran
II a uivalent
(PE)
24
30
3t6
Drawing of model of Watertightness Treatment i
the range (EN 12566-3 Efficiency (
Annex A) (EN 12566• i
3Annex B)
i Pass i Pass
Structural
Behaviour
(EN i266
3 Annex C)
Pass
I(4
,, i PIA2009•WD-
I Range
PIA2013-
M' 1 AT0909.1055
•
; conformity
ST -PIT -
1 r r.
-'1�;, � ,.
°_ _. elj j: { PtA2015-
according to
S.F.
1303-
10113.01
WD/NC-1404-
i, 662015
al 1021.01
For wet
is
ground
'�
PIA2015-
condilions
III
'
a;l , WD/NC-14x8-
also.
- +
11031.01
1.25 m
,1•
i'
4.'d
Pass
PIA2008•WO-
AT0909-1055
PIA2015-
WO/NC-1404-
1021.01
PIA2015-
WD/NC-1406-
1O31.01
Pass
P1A2009-WD-
AT0909-1055
PIA2015-
WD/NC-14O4-
i 1021.01
PtA2015
WD/KC-14013-
1031.01
installation
depth from
inlet invert
Durability
Pass
PIA2015-
DH-
1504-
1023.01
Pass
Pass
Pass
Range
For Viet
E PIA2015
conformity
ground
DH -
according to
conditions
1504-
S.R.
else,
1023.01
66:201b
1,25m
installation
depth from
inlet,nvert
Pass
Pass
; Pass
Range
Por wet
PIA2015
conformity
ground
OH -
according to
conditions
1504 -
SR.
also,
1023.01
66:2015
1,25 m
irista'lwtlon
depth from
inlet avert
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 7
Tricel Site Recommendation Report
Trice] Novo Package Plant and Gravity Soil Polishing Filter (.Percolation Area) TRICEL
Poputatlon
equivalent
(PE)
42
50
[7ravAng of model of
the range
Watertightness
(EN 12566-3 IEffitretnty
Annex A) I
Treatment
(EN 1256(1-
3 Annex 8)
Pass
Pass
„t+
i
PIA2009-WD-
A10909-1055
Range
conformity
according to
ft'
PIA2015-
S -R.
,!r
I
WDINC-1404-
96:2015
•
Iy
102101
jLi
i„ •'
' PIA2015.
I.1!t,
WDINC-1408
{ 1031.01
Pass Pass
PIA200€3-WD- Range
AT09D9.1055 conformity
according to
PIA2D15- S.R.
WDINC-1404- 66:2015
1021.01
PIA201 5-
j WDINC-1406-
1031.01
Struclurat
Behaviour
(EN 125&5-
3 Annex C)
Pass
For wet
ground
conditions
also.
1.25 m
installation
depth from
inlet invert
Dutability
Pass
PtA2015-
DFI-
1504-
1023, 01
Pass Pass
For v,at
i f IA2015-
ground
DH-
conditions
; 1504 -
also.
1023-01
1.25m
Instalatlon
depth from
inlet invert
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.triceLie
Page: 8
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area)
TRICEL
FNVlk15NI tWA1
TRICEL
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 9
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil. Polishing Filter (Percolation Area) 1"RICEL
,..I. 1 n' _ .Lr i.:a� (: ..i•..il Urn:
How a Trcet Novo works
These plants Usn a simple. proven technology, consisting
of 3 ireasment tones, in each soar a dlffertrtt stage of the
treatment eCcu,
t. Wastewater from the dwelling, toilets, sinks. shower
etc., entets the plant.
2, Effluent enters the primary settlement chamber,
Settlement occur, when tie heavier solids drop out Cl
the wastewater and smite to that bottom of the tank to
creme sludge, and the lag suer solids float to the top or
the water to create a scum. The top tower acts as a seal
and stops odours escaping, This chamber separates up
to 70% of the solids present.
3. Nets lithe aeration chamber, Where masses of naturally
occurring bacteria Inhabit specially designed plastic
hitet media. The bacteria feed on the waste removing
It from the liquid . A continues wpply of air (loin a low
presstne, high volume compressor in the top section
of the Unit sustains these bact#rta. Was wirer pashas
through the filter media av*r- and over, ensuing a very
high treatment efficiency.
4. The liquid then proceeds to the final settlement
chamber. Any remaining minufe bactetipl particles
separate from 1st* liquid within this chatlibor 9efote
discharge from the plant. This process stows the
Key features & benefits
• Compression moulded SMC tank, The compression
moulding process Is one of the mast technologically
developed processes available to manufacture structural
earnposltas. Components ate mtnttattuitd under hear
and high pressure and have unrivalled strength and
dufablilty over standard GqP tanks or PE tanks.
SMC is unique in the wastewater treatment industry
with Tricel SMC tanks operating in some of the harshest
cllinatic conditions tot over 50 years with no defects.
Tricels ceramic dlffussv Is unique In the domestic
..,a.earrafar tr..annant atom gnatkat and alit tact twira
European Certification Requirements
All Tricel wastewater treatment plants have been
tested to t:uropean certification EN 12566=s and
comply with the requirements of S.R. 6-612015,
This certification tests all plants for strength, water
tightness. durability and treatment efhtiOncy.
By using a wastewater treatment plant which Is CE
cribbed tliknts can test assVttd that it has complied
with tests and Inspections which guarantee a high
level of security and efficiency.
liquid's velocity, allowing for any find trace Impuntles
to settle to the bottom Cl the tank section. A sludge
return system then returns these Impurities back to the
primary settlement chamber,
s. The remaining treated liquid now meets the requited
standard and Is safely passed out Cl the Tricel Wove
plant system. The treated effluent Is now ready far
discharge to a suitably designed discharge area as
requited by the relevant local authority.
ri Aet &s'.' ltl'.tw. -rr' rmy,tr,}:t r• ;,r
as long as all standard competitors rubber equivalents.
this saves money In both <al1 out tees and replacement
parts.
P No <ancrett backnll tot Installation on most sites saving
up to fboo over tower quality grplpiastic competitors.
tdo moving parts or pumps In the plant ensuring reliahtt'
operation and mintmat maintenance and repair -costs.
P Tritel Novo plants are designed with a shallow Invert to
reduce both installation and time costs
9
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www,tricel.ie
Page: 10
7ho'9.stI31 tc+:a,rMiht f 0 iv+irt5:Bbr�f is in•1Uktct80!a'ttlrrl{At ► frr�,;{ct.dthP p.�1�^ilep S03F; iagN
hrudr,;nti".r«ewvst.�asna'i�nlAcfr,7 t 50r:.n:.sw.ix;at tihs ,wrc :lcrut"'v. trtt.aFvy?+4re,
t.ty4 ' r7.,.lknnt ^'a1 tLntr,' y{e4 a !t, I t1 Uz at v.
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area)
Homeovrrwers: Individual donwestic installation
It, I• 'aaf[":1rT.:W{ofe6P„y1 s'nrwr'6fnr:;g-rar,r0 :gr'trvl
rnraiy .Mittodt :Fn ':e AI/C1ty
Larger projects: Commercial installation up to SOPE
ilL
Technical disracteristics/ Plant dimensions
1
Lrfle.y NtxMitt 7rr7rt1 ti3l+1:67",gl
711"t
t-0 11 366 2)s i 130 )70 1.175 11 0311 60
THICEL
Zb 76 [M1c 776 , ltd L.7) 13 6573 60
7-a )6 10d 73d Ill can 617h 11 dill Ito
3.16 31 1.M 77d ltd };0 III. 13 0435 to
+ j i
411 36 164 777 $10 top $.375 13 6335 100
-:. -. !� 61tl - db 166 773 !t0 ! 3lq 6175 Lf 0413 760
?� :.� 644 66 163.3P, , LA HM L31 L! ofb I00
?7,A to o 36 166 I. lo 100 a }3 l.i III
Sb 1.66 2]1 I i,b 503 1.15 1_i 34 i06P!t
t 7A 17.16 34 166 160 1.0 4.0 ... 111 11 0.46
t4643 b tbd 217 150 790 111 13 016 ito•a0
t 1ic£IA =4.47 56 164 777 !A Ego 135 LJ
} 76 a6 , 36 3M727 Lso t 600 133 1.1 0.16 700.1
� 16A 16.50 60 164 027 i III } 730 LIS L.! OAO
Ism 11"a 66 1.tk1 727 350 } 760 L35 1.1 015 700.170•x0:
'iini1Tu �11� 610 18f f
M -
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ra.1y}Ar6100 0Y MMOM 0 11ttv0411"1 1
Lt.,14611lnv 9'.:'f lti 44M`3fGf iYt'temdarit 5..tt0'e f - i,i'TNl fzr<t7rt-4... Sf0 i^;10t,r'tr t;l'pt tar
7utrp:ARm4r4N40r: ¶c? ,.pea?part .in w5017IDW
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 11
Trice] Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) TRICEL
Tricot Group
Trl¢et s an eat ((shad and %vssrid recornisad Rtabal provider
of high pmformenco solutions for the tonuruttion,
Environmental; Water and Materials industries erd is a brand
ira;flt upon scrvlca. b,?ctt vp and rei'alt Iity.
We occupy a unique position In the field of reinforced ol•-istics,
comhininn the 1hchnlcas rupertk of ovor 4o years In Cho �(
press -moulding,, and Composites Industry. Ttfcul is proud
of bring one of the largest nianufirturc:rs of Wm rcr✓/atet
Trpatrrient plants In €urape, jrd Ere rewarded by regulators as
rho standard ceitets within cite industy
Tilcet an etrperts In Shoot Muuiding Compound (SMtC)
processes AA0 produce fhe only wastewsthr treitrrsenI planI in
purope constructed from this material. This process Izivas rise
highest strnn ;Ih in thickness ratin, of any tank on (be rnnrkat
,h(l has no fish, of corrosion uvet vi rite
Out fti npauy often Igduttey IOadln(r Innovative solutions that Ott rntSOnIPIA can rrii r „rid orb manufAauthry Ii 5r 0ns'is g
nsuntrlea wP supply 9 compryhrnslvv range of products to over 50 countries woridvddo.
MtmbersMp of twopeon governing bodies on wsstewotter trestmenti
if'e Tticol Efwltormetnial Waste Water Treatment Plants ant fully baled and acctedlied to
lot" atiNgdst fMeC1coofta$rtmPtA(Priifrrsilo,tfirAhwaisertuchntkGhltrHiari.thc
adirrk Pent Inuiture in future, frst wastewater Ii rirrnlntry
Tricel Wastewater nearyrert plants meet wilt. L1144 4 4 regulrelnents which rest both ire
nisliry of the rornpnronls As weft as the o'irrsll performance of nit t plAnl
rho kiss Water k the national assovanon to• the trcatmenf.
clkss�cl WSAY♦iY cor:a'rV,3(ton, MCyfI!nand rMr%tt of water and waste'wate'r
j rho kMbDMhsWutswi00 As/.tMlsn000WA) formed In 2007 with the goal of Improving t)sn
standard of professsnnalisrr in rhn en -to trnirment of wastrnvater in brined
Contact us Today
to get a free quote on
00 35j (0) 64 t6�s3lAz.
or email us at
�=�1€;r(ltric:el.ir
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 12
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) TPICEL
Tricel Novo: Wastewater Treatment System
Service Agreement
Establdhing a regime of yearly Inspections and maintenance is advised to ensure that your Tricel Novo
continues to perform to the same high standards throughout its liktiime. The service agreement covets
travel, the service era! the labour cost of seMcing only. Other labour costs art excluded. as are all
rt:plaoernent parts.
Tricel (Killarney) Unhrnited Company, Sallyspteane Industrial Estate, Killarney. Co,. Kerry, V93 X253,
Ireland (`The Company) enter this Tricel Novo service agreement with tare Customer named bekrr:
Customer Details:
Name:
Address:
Address o! Site:
(If other)
Telephone No.:
Date of Trice! Novo order:
work order No.:
Date of Deliveryof Trkel Novo:
Date of System Commissioning:
Set*e Agreement Fee pant;
Date olServke Agreement Com meticemettt:
Unit Serial No.:
Darin; roatiae .servicing. the service terhnidan %ill petfostn s series of eheeics aed pivttdrrxe.s:
Checks:
• The air -diffuser is monitored to check for sufficeent dispersion of air.
• The sludge return system is functioning correctly,
• Toe covers and locks are in place and In good condition,
• General appearance and condition of the treatment system is ¢coil,
Procedures:
• The blower is tested.
• The blower filter Is replaced.
• The system alarm is tested.
- The pump and float -switch are tested (If applicable).
• The vents are cleared of any blockages.
• The sludge level in the primary chamber n measured.
Notes:
• Fup inspection labour is covered (including any immediate minor system adjustment requlred),
ThIs service agreement does not cover the cost of any labour or materials that may arise as a
result of this inspection_
• Components that require repeating vn:7 hxur additional charges.
• All service emeententseiicfudslehtg
Trert11u31oma }tlntdnited[ar»pa v vasisngrsTreei.
Math zoaj
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 13
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) Ti�ICEL
Service Agreement Options:
TICK THE SERVICE AGREEMENT OPTION YOU WISH TO AVAIL OF:
Please tick one tiara oral
Single Service:
r]
One standard scheduled visit to service the system
Since &trite & one emergency btea*down service •.
One standard sthtdutedvisit to service the system & one emergency breakdown visit it required
Three•yeat service:
Oft stheduled visit to service the system pee year. for 3 veers.
o
live -yew service:
One scheduled vial W service Me system per year. to( 5 years.
• Unused emergency bteakdawn cover fits cannel be reftetded if a breakdown does no rtatetfalise.
Note: In caws in which multiple service agreements have been pu►crtased by a catstomet for
IndMdual components of a complete wastewater treatment plant, I.e. a Trice! Novo, Tricel
Puraflo or $andcel - a g6scount will apply,
This contract is subject to terms & conditions. For Terms & Gandhian&, please contactTritel:
Triad(trafaer►eVlllrttrnloedCompany. edut*M Estate Killarne, Co. Kecty,W3X253, Ireland
TO: +353 (0)64 663 242 1 Fax: +35310164 6632777
EmaM: Wes0trkeLie i Web: www.trtcel.ie
This servke agreement relates only to the Tricot Novo, mernffactured by Trite, its stdtsidieries end
associated cdntpanley end Is between the company, or person named in this document, & Tricel.
By signing the deduction below, I hereby acknowledge that I. the Customer, have reed, understand
and agree to the Inforrstation in the Novo Technical Manual, this service agreement and also the
relevant terms $ conditions.
Tree! oymes to provide the sersrres lisreet on this
service agreement subject to the terms and
r?ondbions:
Pkose swppfy the ser4kes %sled on rids servke
ogreement subject to The terms and conditions:
Signed on beh*01 the contpony:
Sipped by the ldstonter:
Name 18lock Capitals):
Name (Block Capitals):
Signature:
Signature:
Date:
Gate.
lmooftant; Orwgtnal signed service agreements must be returned to Trcei with payment In fs l and in
a&arue, In order for the service agreements to be initiated. You are reminded of your obligations to the
relevant County count.
Trk,N lK31erneyi ttntimittd Company t»dlny is Trtcet
March sos>
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 14
Tricel Site Recommendation Report
Tricel Novo Package Plant, and Gravity Soil Polishing Filter (Percolation Area) TRICEL
rK.anae,...
Section 2
The design and construction of the polishing filter is the responsibility of the site engineer. A full site layout
drawing should accompany this report.
The EPA CoP 2009 outlines the design, siting and construction requirements for polishing filters.
The tables below outline some of the key factors to take into consideration when designing and locating a
polishing filter.
TAn 5.1. %tL .ttM 5EFARA 1O (2 WrANCES l MflS.
Sephc an1. ln*.mt tteR* Rlttrs. pac Jged systems,
percolatlon.wea, Wishing fiite.s tm)
yWtlist _
Erufate water soamay1
wat4roowsehtrtanee
Open drain
Herttapt feaWeet mfAt5ACa
lakeottofechore
Any dwetnp house
Site boundary
Trees'
10
10
50.
7 tIpti* tarts 10 pttcoL on area
Road 4
slope breaklcuts 4
'See Ansex B: .
zTh. e abrray tot wnboe ria et drama@. shou$d be 4oaated down rad:ent of the pet0olibon area rrpobahiigflwr
arse also enscae dui lids dstarce is rnsi antd'rorn rtsagt.4owinp %Wm vuW disposal ueas a soakaways
iha detancis reed are dirpender* ar .t "pores of site feature 'thrrefore. admoe sbeua be 1ou ht arum
the local ai thorny erwrornnent and ptrmmg seabons (oordwv3tcn af!roer and nonage of5oerl asrilor from the
Dep`atf�rrent cf ete E vaunmkeif. Mlrttage an Local Goremmeet (DoeK% aptafcalt' the Arthiee fMR of the
Natant Moxotn.nte Seeho and the Naretcat Parks amt Wtd'3e Se+ute If ootesderrsg damharpnp to a
Wetroo3w'st @sat *tans to an f* W'SAC the relevant le slabun is Ms 63 of tits His D9ect , (N#4A.
Natant lieaeae Area; W. Sped area of Conssetvaraon.
°free nicer may lead to the won of prefteereo taw pa5tl The canopy sp e3d In3cates pcttnbao root
oorersge.
Table 6.1 EPA CoP 2009- Minimum separation distances
T.BLL 14.1. 11t\LML'yl SOIL VOL158L\G f1LTLR AREAS AND PERCOLATION' TRENCH LENGIHS REQUIRED rOR A
f11`E-PERSOi uovst,
PIT.vatues' Dfrtel and pumped discharge pacotaRfet! utnoh dfscharpa
(Options I and 2) (600 mm wide) (Option 3)
Loading at. on plan Area required for (lve loading rate on trench Trench Ienpth required
area (thnf1day) persons Im21 area (t&'day) for five persons (m)
3-20 5`1!i L-31 S e1% 230
21-40 !0 .75 25 c60
41-54 si 150 as
60
51-15 ,3 wx50 516 dyci
1Tne loaavv rare s dependent on the pereplabon rote and in the case of an reported m[ td then the htgner of the P•vatue of the Nr•s+tu
subsoil and of ftie Irt6mrted ma".erw1 stvvuld be used to sae the pvtshesg nper
Table 10.1 from EPA CoP 2009 - Loading rates for gravity fed soil polishing filter
Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253
Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie
Page: 15
Tricel Site Recommendation Report
Tricel Novo Package Plant and Gravity Soil Polishing Filter (Percolation Area) T ICEL
tt®LE ij. Rtgtmsa€_Ais OF MC0LAIIGN iVIENCa (GR,1*T i" FD)
Pe►ooIa 6tmthchnaclartat ;v
Requketnents
taaop* of pipe *em tank tls ibstrpbuUpn
t in 40 fm *udrm�nwe cs
box
5 opr of pefv&. tlan trerch from
t 1n 200
dlsbdbtatbn box
tsegth of per '*I4l ra ptpp to e� tenth
to m wapmum
Mlnimu,i srstion distance bet+reen
2 in (2 5 m wean! to otr.+ss'I
psreef36M treneMs
0ta*ette of pipe tact septbo t k to
t00-fto rnm
di*MAun bap
y'Rf wl9td n pipes,
100 rum We, mi-fta!6d (iyp-a,y s! 4, ei s ,Fi b fi t:B�R) S4i:i8[r� tJ1il P L�1. eifa-hrgr
papas wth ptfrttkwis o" tar+h d +'i ttar z4 ab.sd 7S.nua SCE n +4s a' u no rite p g:➢
or
P:o es w th vra: oaf ityti r3A-- rropert as
Md1h of peteoUUon trstuh
Wd rr:a
OepM of pfncsla1 of ttenth
hbo,1 I<5l1•rem I4� bob« around twataos dapendrnptoat s3! (as p F.y 7 3)
BatIANing of paroIatbn trench
00n+ n o(9 to 32 nrrt washed Oars! an 1mrNC p po is# a a i .r+ ZIi0 L±rpe
(u. Fid f.11
atntetntdcd bye. to 32.mm ream rtmhtM ur+vet and wit I0rum of :ittsr ptavel
ewt ppe: N*etutt$ tad by 3, hrtt tott^ts 1 to p+t tuft*
(it�eptMe
Oeolefsts shbtr-tr.,m stmt,13r.5a w.th EN tMu 10312
tt:1mn pitt dl point! ied vvht%
thite str t~Mwodad ibt M ands of tit* pafaitit.e C &g: b cwt t,hb+uld be
vIa bte rd tt $lid t0 Pfttuwot *troy *w.fbef Tft ' rnsy t ;so t v for
roddtgrsoot rn p€apotos
'<e nsnitsben the totes m tfos prrout Lion pine ,I1etdd . atspecl*d to wheel drat Itey pro t!a eotrett s ae and true from peers
Ift puetrfat,eft pip*t My be Icca40 Ma stsgdpner 680k lxowbed thft s nswrnt,sn of 450 tent of ttnaetat a pfd shave 9ne peers
top d. the rtivaed ptot ct n aga.rtst dirnape from *ow IFY, 14t
Table 7.3 EPA CoP 2009 - Construction of percolation trenches. For secondary treated waste water the
maximum length of percolation pipe in each trench should be 10m as outlined in section 10.1.1 option 3
For further information in relation to percolation area design please refer to the EPA Code of Practice:
Wastewater Treatment and Disposal Systems Serving Single Houses (p,e. ≤ 10)
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