002 a3 emission points plan 1 1000main entrance 7500 198 gas valve (89.00) 91.00 (90.00) (87.71)...
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M
A
I
N
E
N
T
R
A
N
C
E
7500
198G
as valve
(89.00)
91.00
(90.00)
(87.71)
(87.77)
(87.39)
(88.25)
(88.25)
(88.27)
(88.69)
(90.00)
(90.76)
(90.00)
(92.00)
(92.00)(92.00)
(93.00)
(93.00)
(94.00)
(95.00)
(89.00)
(89.00)
(90.00)
(88.00)
(88.00)
(87.50)
(87.19)
(87.47)
(87.59)
(88.05)(88.61)
(88.87)
(88.58)(88.08)
(87.88)
(88.12)
(87.97)
(87.35)
(87.36)
(87.73)
(88.65)
(87.37)
(89.13)
(88.31)
(88.49)
(89.19)
(89.13)(89.13)
(88.85)
(88.83)
(87.31)
(88.25)(88.97)
(87.83)(87.68)
(91.50)
8500
R18000
2275
6750
exstack
exstack
ExistingCarParkingArea
Store
AerationTank No1
AerationTank No2
Nit TankAnoxicTank
CollegeHouse
Workshop
(88.73)
(88.39)
(88.84)
VisitorCarParking
7
18
Existing Hedgrow
s
Existing Hedgrows
Exist
ing
Hedg
row
s
StoneSurface
CarParking
ConcreteSurface
+ 87.88
ExConcreteSurface
Over head
Pipe Rack
Over head Pipe Rack
13275
NewGates
ExistingGates
ExistingGates
StoneSurface
NewWeighBridge
LorryParking
9500
Ex Ground GradedNew Planting
NewGates
(88.25)
Store
Store
existingDAFbuilding
C
o
l
l
e
g
e
R
o
a
d
+ 88.73
(90.00)
(92.00)(92.00)
(91.50)
disabilitycarspace
Existing Hedgrows
+ 87.77
(89.00)
(90.00)
(87.36)
(88.65)
(89.13)
+ 87.83
+ 87.85
IL -1.970
+ 87.40
+ 87.56
+ 87.88
+ 87.72
+ 87.88
+ 88.25
+ 88.20
+ 88.04
+ 88.04+ 87.88
+ 87.82
+ 87.69+ 87.63
+ 87.85
+ 87.85
+ 87.72
1: 80 crossfall
+ 87.56
+ 87.56
+ 88.11
1: 80 crossfall
+ 88.075
+ 88.36
+ 88.36
+ 88.11
+ 88.11
+ 87.82
1: 80 crossfall
1: 80 crossfall
+ 87.82 + 87.97
1: 40 crossfall
+ 88.11
+ 88.73
+ 88.73
+ 87.72
1: 50 crossfall
1: 80 crossfall
(91.13)
(90.12)
(90.50)
(92.50)
(90.50)
(90.50)
(90.50)
(89.50)
(89.50)
(90.50)
(91.50)
+ 88.65
+ 88.65
disabilitycarspace
1: 80 crossfall
4800
+ 88.46
New fence
New
fenc
e
+ 88.36
ConcreteSurface
+ 88.36
+ 88.46
+ 88.36
M
A
I
N
E
N
T
R
A
N
C
E
198G
as valve
(89.00)
91.00
(90.00)
(91.00)
(92.00)
(92.00)(92.00)
(93.00)
(93.00)
(94.00)
(95.00)
(89.00)
(89.00)
(90.00)
(88.00)
(88.00)
(89.13)
Existing Hedgrows
85.21
85.34
85.34
84.60
84.58
84.54
84.17
84.22
84.10 84.28
84.08
84.10
84.04
84.48
84.44
84.41
84.57
85.07
85.10
85.20
85.38
86.73
86.42
86.52
86.52
87.42
87.94
86.83
87.23
87.14
87.29
88.06
88.11
88.09
88.09
88.2088.28
88.18
87.62
87.56
87.67
88.07
88.09
88.25
89.34
89.78
90.84
89.90
91.44
89.03
89.69
88.89
88.70
89.58
89.17
88.98
88.93
89.42
89.66
89.70
89.81
90.95
90.77
90.79
90.29 90.20
90.70
91.0690.92
91.01
90.85
90.42
91.59
92.57
91.60
91.20
91.92
91.45
91.6991.64
92.31
91.62
91.5691.65
91.72
92.31
92.21
92.99
92.47
92.70
92.79
92.75
92.85
92.37
92.76
94.00
94.04
93.40
94.34
93.1892.96
92.25
93.63
93.38
93.15
93.81
93.28
94.2093.97
93.62
93.24
93.6793.24
94.02
94.01
93.92
94.73
94.17
94.25
94.73
94.35
93.91
94.37
94.61
94.92
94.55
94.45
94.69
94.63
95.0794.98
94.94
94.8694.77
198G
as valve
(92.00)Existing Hedgrows
Ex Ground GradedNew Planting
(92.00)
+ 88.73
(90.12)
(90.50)
(92.50)
(90.50)
(90.50)
+ 88.65
1: 40 crossfall
Existing Levels shown in brackets
BOUNDARYWITH
ADJOININGLAND
FINAL TREATEDEFFLUENT WATERTANK FORFIRE FIGHTINGPURPOSESBIODIESEL PLANTCAPACITY 600M3
A8 - E9Bio Bed 6EMISSION PT
A1 - E2Raw MaterialBio FilterstackEMISSION PT
A2 - E4Bio Filter 2east of mainprocessingbuildingEMISSION PT A32 - E5
Bio Filter 2east of mainprocessingbuildingEMISSION PT
A5 - E3ThermalOxidiserEMISSION PT
A6 - E7Boiler 1EMISSION PTA7 - E8Boiler 2EMISSION PT
A4 - E6Balance tankBioFilterEMISSION PT
A9 - E10Bio DieselSteam BoilerEMISSION PT
A10 - E11Bio DieselThermal Oil BoilerEMISSION PT
A13 - E14 Electricitygeneration with HeatRecovery EMISSION PT
20345
7750
E=282038.0753
N=289002.7359
E=282084.8591
N=289109.3235
E=282122.5391
N=289098.5432
E=282124.0051
N=289106.7745
E=281981.1026
N=289133.7882
E=282005.9108
N=289210.3008
E=282007.1959
N=289210.0141
E=282134.8615
N=288968.7998
E=262127.5770
N=288988.5456
A12 - E13MethanolScrubberEMISSION PT
E=282011.4443
N=289238.8496
E=282033.6269
N=289069.1478
A11 - E12Carbon FilterEMISSION PT
E=282037.1837
N=289241.4664
SW08 SAMPLINGPOINTstorm waterdischarge intowater course athis point
Loading and unloading stations
Pipe bridge to process building
T2
T4
T12
Boundary of Approved tank farm
shown dashed
CoolingTowers
T3
T6.2
T6.1
T11
T7.2
T7.1
T5.3
T8.3
T8.2
T10.1
T1.3
T5.2
T5.1
T8.1
T9
T12
T10.2
T1.2
T1.1
200metres aroundthe ditch
+ 88.5
+ 88.36
+ 88.5
+ 88.5
+ 88.5+ 87.85
+ 87.85
+FFL 88.65
plinth + 88.15 + 87.85
Attenuation Area418m3 tospecialist design
8000
Attenuation Area140m3 tospecialist design
ConcreteSurface
ConcreteSurface
ConcreteSurface
Over head Pipe Rack Foul
ElectricityGenerationwith HeatRecovery
Dashed Line indicatesthe extent of thePermitted BioDieselProcess Building
W1 - S2Waste WaterEMISSION PT
EXISTING SITEBOUNDARY
PROPOSED SITEBOUNDARY
E=282009.6722
N=289225.2111
SW1
E=282162.0562
N=289097.6919
TOLAGOON
Engineering
Tank Farm
Bio DieselProcessBuilding
RenderingPlant
WasteInspectionArea
Store
WeighBridge
ExistingMainAdministrationBuilding
SecurityBuilding
WasteInspectionArea
Biofilter
Biofilter
recyclewater
Biofilter
Biofilter
revision
drawn by
client
title drawing no
scale
date
date
o'hagan & associates| architects ltd10 TREVOR HILL, NEWRY, CO. DOWN, BT34 1DN T: (028) 3026 6011E: pat@ohagan-arch.co.ukF: (028) 3026 0904 W: www.ohagan-arch.co.uk
P. P. O'HAGAN , B.Sc (Hons.), B.Arch., R.I.B.A. L.B. FEGAN , B.Sc (Hons.), D.A.A.S., A.R.B.
D.J. MORRIS , B.SC. (Hons.), M.Arch., R.I.B.A.
Chartered Practice construction line
GreenR E G I S T E R
OF CONSTRUCTION PROFESSIONALS
o'haganassociates
P. O'HAGAN & ASSOCIATES LTD. Co Reg No NI40897 VAT No.434298831
1:1000@A3COLLEGE GROUPNOBBERCO MEATH
1581-EP-002
JULY 2018
EXISTING AND PROPOSEDEMISSION POINTSSURFACE WATER, AIR,GROUND WATER
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 18-09-2018:03:28:26
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