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This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C001.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
21-25974
DRAWING LISTDRG No. DRAWING TITLE
21-25974-C001 COVERSHEET, LOCALITY PLAN AND DRAWING LIST
21-25974-C002 EXISTING SITE ARRANGEMENT
21-25974-C003 GENERAL ARRANGEMENT
21-25974-C004 GENERAL ARRANGEMENT - REPROFILING AND CAPPING
21-25974-C005 GENERAL ARRANGEMENT - PONDS
21-25974-C006 GENERAL ARRANGEMENT - STORMWATER
21-25974-C007 GENERAL ARRANGEMENT - LANDFILL CELL
21-25974-C008 SETOUT PLAN - REPROFILING AND CAPPING
21-25974-C009 SETOUT PLAN - STORMWATER AND PONDS
21-25974-C010 SETOUT PLAN - LANDFILL CELL
21-25974-C011 CROSS SECTIONS - REPROFILING AND CAPPING SHEET 1 OF 2
21-25974-C012 CROSS SECTIONS - REPROFILING AND CAPPING SHEET 2 OF 2
21-25974-C013 LANDFILL CELL - TYPICAL SECTION AND DETAILS - SHEET 1 OF 3
21-25974-C014 LANDFILL CELL - TYPICAL SECTION AND DETAILS - SHEET 2 OF 3
21-25974-C015 LANDFILL CELL - TYPICAL SECTION AND DETAILS - SHEET 3 OF 3
21-25974-C016 LANDFILL CELL - CROSS SECTIONS
21-25974-C017 LANDFILL CAP - TYPICAL SECTION AND DETAILS - SHEET 1 OF 3
21-25974-C018 LANDFILL CAP - TYPICAL SECTION AND DETAILS - SHEET 2 OF 3
21-25974-C019 LANDFILL CAP - TYPICAL SECTION AND DETAILS - SHEET 3 OF 3
21-25974-C020 LANDFILL CAP - GAS COLLECTION SYSTEM
21-25974-C021 LEACHATE POND - TYPICAL SECTION AND DETAILS
21-25974-C022 SURFACE WATER MANAGEMENT
21-25974-C023 SEDIMENT BASIN - TYPICAL SECTION AND DETAILS
N
AREA OF WORK
LOCALITY PLANNTS
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
COVER SHEET, LOCALITY PLAN AND DRAWING LIST
21-25974-C001
B
J. CASIO A. HORLYCK
NOT TO SCALE
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
NOTES:1. ALL DRAWINGS BASED ON SURVEY DATED 8 JUNE 2017 BY LAND TEAM AUSTRALIA PTY. LTD.2. DRAWINGS MUST BE READ IN CONJUNCTION WITH THE SPECIFICATION.
GRABBEN GULLEN ROAD
ADJACENT PROPERTY -AGRICULTURAL LAND
TO GRABBEN GULLE
N GRAVELTRACK
ROAD 20.115
WIDE
179.2
194.7
26.18239.3
163.5
WW
WW
SP
SP
SP
SP
SP
GROUPOF
TREES
WW
BITU
MEN
ROAD
TO C
ROOK
WELL
GRAVELTRACK
157.5
WW
SP
GROUPOF
TREES
30
GP
WW
BORE
SP SP
GATE
GATE
GATE
(METALWASTE)
(GREENWASTE)
MW1
MW4D MW4S
3D.P.
589985
ADJACENT PROPERTY -AGRICULTURAL LAND
262D.P.
754108
MAINACCESS
GROUPOF
TREES
GATE
GATE
(NAIL) BM 991.44
BM 991.54 (PIN)
1
D.P.332252
Ø300 PIPE
SITE OFFICE
GEN. SHED
Ø 300 PIPE
Ø 375 PIPESHIPPING CONTAINER
CAGE
CARPORT
METAL SHED
Ø375PIPE
992
994
996
992
992
990
992
982
982
984
984
986
986
986
988
990
994
984
986
988
988
990
992
992
992
994
994
994
996
994
992
994
994
BM 989.6 BM 989.58
(NAIL) (NAIL)
GRAVELTRACK
BM 992.62 (DPY)
991.10
991.98
992.54
ACTIVE LANDFILLING AREA
SP(EXCAVATED MATERIAL)
WATER TANK
BORE MW3(MISSING)
ROAD
20.11
5W
IDE
291D.P.
665199
DAM
65.9
BORE
MW2
77.8
EXISTING TREESREQUIRE REMOVAL
ADJACENT PROPERTY -AGRICULTURAL LAND
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C002.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
N
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
EXISTING SITE ARRANGEMENT
21-25974-C002
B
J. CASIO A. HORLYCK
1:1000
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
LEGEND
BOUNDARY
EXISTING FENCE LINE (VARIOUS MATERIALS)
TOP OF BANK
TOE OF BANK
BENCHMARK
SP STOCKPILES (VARIOUS MATERIALS)
GROUNDWATER BORE LOCATION (INDICATIVE)
SCALE 1:1000 AT ORIGINAL SIZE
20100 40 50m30
PLANSCALE 1:1000
NOTES:1. SURVEY FROM LANDTEAM AUSTRALIA PTY LTD DATED 8 JUNE 2017
DRAWING NUMBER 207190-DS01-01
MW
WW WING WALL / PIPE HEADWALL
BM
DAM
GRAVEL TRACK
BITUMEN ROAD
STRUCTURE
CONTOURS
980
980
985
985
985
985
985
985
985
990
990
990
990990
990
990
990
990
990
995
995
995
995
995
990
990
990
985
985
990
985
985
990
990
990
995
985
985
990
990
985
985
985
985
980
980
985
985
985
985
985
985
985
990
990
990
990990
990
990
990
990
990
995
995
995
995
995
990
990
990
985
985
990
985
985
990
990
990
995
985
985
990
990
985
985
985
985
GATE
MAINACCESS
TO GRABBEN GULLE
N
TO C
ROOK
WELL
SEDIMENT BASINREFER DRAWING 21-25974-C005
LANDFILL CELLREFER DRAWING 21-25974-C007
GRABBEN GULLEN ROAD
REPROFILING ANDCAPPING AREA
REFER DRAWING 21-25974-C004
LEACHATE PONDREFER DRAWING 21-25974-C005
FORMALISE 5m WIDE ACCESS TRACKREFER NOTE 3
FORMALISE TURNING AREAREFER NOTE 3
FORMALISE 5m WIDE ACCESSTRACK AND TURNING AREAREFER NOTE 3
DECOMMISSIONING EXISTINGSTORMWATER PIPEREFER NOTE 2
DC012
AC011
BC011
CC012
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C003.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
GENERAL ARRANGEMENT
21-25974-C003
B
J. CASIO A. HORLYCK
1:1000
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
LEGEND:
PROPOSED DRAINAGE
EXISTING FENCE LINE
CONTOUR MINOR
1. EXISTING TREES TO BE RETAINED AS FAR AS PRACTICAL AND AS AGREEDBY THE SUPERINTENDENT.
N
SCALE 1:1000 AT ORIGINAL SIZE
20100 40 50m30
990
PLANSCALE 1:1000
NOTES:
2. WORK METHOD FOR DECOMMISSIONING EXISTING STORMWATER PIPE TO BEDEVELOPED BY THE CONTRACTOR. GUIDANCE PROVIDED IN SPECIFICATION.
3. SUPERINTENDENT TO CONFIRM DIMENSIONS AND SURFACE TREATMENTREQUIREMENTS FOR ACCESS TRACKS AND TURNING AREAS
CONTOUR MAJOR
980
980
985
985
985
985
985
985
985
990
990
990
990990
990
990
990
990
990
995
995
995
995
995
990
990
990
985
985
990
985
985
990
990
990
995
985
985
990
990
985
985
985
985
980
980
985
985
985
985
985
985
985
990
990
990
990990
990
990
990
990
990
995
995
995
995
995
990
990
990
985
985
990
985
985
990
990
990
995
985
985
990
990
985
985
985
985
GAS COLLECTION BORE
GAS VENT
GAS COLLECTION TRENCH
3C020
4C020
JC020
IC018
CAP 1C017
LEACHATE SUMP 2C019
HC018
50mNOM. S
PACING
5C020
EC017
GC017
LATERAL SUBSURFACE DRAIN OUTLET
6C017
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C004.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
N
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
GENERAL ARRANGEMENT
REPROFILING AND CAPPING
21-25974-C004
B
J. CASIO A. HORLYCK
1:1000
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
LEGEND:
GAS COLLECTION TRENCH
GAS COLLECTION BORE
LEACHATE TOE DRAIN
AREA FOR CAPPING WORKS
N
GAS VENT
SCALE 1:1000 AT ORIGINAL SIZE
20100 40 50m30
PLANSCALE 1:1000
LATERAL SUBSURFACE DRAIN OUTLET(40m NOMINAL SPACING)
7C021
6C021
9C021
8C021
1%
980
980
985
985
985
985
985
990990
995
995
990 985
985985
990990
985
985
985
985
985
ANCHOR TRENCH
LEACHATE POND LINING
GROUNDWATERDRAINAGE TRENCH GAS VENT
OUTLET GROUNDWATERDRAINAGE TRENCH TOSURFACE WATER DRAIN
OVERFLOWCHANNEL
INLET CHANNEL
BC023
CC023
AC023
BC023
CC023
DC023
EC023
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C005.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
N
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
GENERAL ARRANGEMENT
PONDS
21-25974-C005
B
J. CASIO A. HORLYCK
1:500
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
LEGEND:N
CONTOUR MINOR
CONTOUR MAJOR 990
0 5 20 25m1510
SCALE 1:500 AT ORIGINAL SIZE
LEACHATE POND
PLANSCALE 1:500
ANCHOR TRENCH
GROUNDWATER DRAINAGE TRENCH
LEACHATE POND GAS VENT
SEDIMENT BASIN
980
980
985
985
985
985
985
985
985
990
990
990
990990
990
990
990
990
990
995
995
995
995
990
990990
985
985
990
985
985
990
990
990
995
985
985
990
990
985
985
985
985
980
980
985
985
985
985
985
985
985
990
990
990
990990
990
990
990
990
990
995
995
995
995
990
990990
985
985
990
985
985
990
990
990
995
985
985
990
990
985
985
985
985
SURFACE WATER DRAIN 210C022
SURFACE WATER DRAIN 310
C022
SURFACE WATER DRAIN 410
C022
SURFACE WATER DIVERSIONBUND AND SWALE
11C022
CULVERT UNDERACCESS ROAD
CULVERT UNDERACCESS ROAD
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C006.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
N
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
GENERAL ARRANGEMENT
STORMWATER
21-25974-C006
B
J. CASIO A. HORLYCK
1:1000
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
N LEGEND
PROPOSED DRAINAGE
SCALE 1:1000 AT ORIGINAL SIZE
20100 40 50m30
CONTOUR MINOR
CONTOUR MAJOR 990
PLANSCALE 1:1000
990
990
990
990
995
995
985
990
990
1%
3%
3% 1%
INTERCELL BUND
CELL LINER
GROUNDWATERCOLLECTION DRAIN
ANCHOR TRENCHLEACHATE SUMP REFERTO DRG. 21-25974-C015
GROUNDWATER SUMP & RISERREFER TO DRG. 21-25974-C014
KC013
MC016
NC016
LC014
14C013
12C013
13C013
LEACHATE RISERREFER TO DRG. 21-25974-C015
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C007.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
N
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
GENERAL ARRANGEMENT
LANDFILL CELL
21-25974-C007
B
J. CASIO A. HORLYCK
1:250
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
LEGEND:
ANCHOR TRENCH
N
GROUNDWATER COLLECTION DRAIN
CONTOUR MINOR
CONTOUR MAJOR 990
0 2.5 10 12.5m7.55
SCALE 1:250 AT ORIGINAL SIZE
PLANSCALE 1:500
LEACHATE COLLECTION TRENCH
980
980
985
985
985
985
985
985
985
990
990
990
990990
990
990
990
990
990
995
995
995
995
995
990
990
990
985
985
990
985
985
990
990
990
995
985
985
990
990
985
985
985
985
SET OUT TO BE FINALISEDAND INCLUDED ON FOR
CONSTRUCTION SET
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C008.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
N
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
SETOUT PLAN
REPROFILING AND CAPPING
21-25974-C008
B
J. CASIO A. HORLYCK
1:1000
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
LEGEND:
DESIGN CONTOUR MINOR
DESIGN CONTOUR MAJOR 990
SCALE 1:1000 AT ORIGINAL SIZE
20100 40 50m30
980
980
985
985
985
985
985
985
985
990
990
990
990990
990
990
990
990
990
995
995
995
995
995
990
990
990
985
985
990
985
985
990
990
990
995
985
985
990
990
985
985
985
985
SET OUT TO BE FINALISEDAND INCLUDED ON FOR
CONSTRUCTION SET
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C009.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
SETOUT PLAN
STORMWATER AND PONDS
21-25974-C009
B
J. CASIO A. HORLYCK
1:1000
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
N LEGEND:
DESIGN CONTOUR MINOR
DESIGN CONTOUR MAJOR 990
SCALE 1:1000 AT ORIGINAL SIZE
20100 40 50m30
990
990
990
990
995
995
985
990
990
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C010.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
SETOUT PLAN
LANDFILL CELL
21-25974-C010
B
J. CASIO A. HORLYCK
1:250
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
N LEGEND:
DESIGN CONTOUR MINOR
DESIGN CONTOUR MAJOR 990
0 2.5 10 12.5m7.55
SCALE 1:250 AT ORIGINAL SIZE
SET OUT TO BE FINALISEDAND INCLUDED ON FOR
CONSTRUCTION SET
099
3.72
993.7
2
9.19
993.8
799
3.87
2099
3.89
991.2
9
4099
3.13
986.5
245
.3299
2.35
985.2
5
57.69
989.1
985
59.7
987.9
985
6098
7.72
984.9
67.2
984.1
698
2.5
8098
4.88
982.5
84.91
984.8
698
2.5
92.41
985.1
985
94.41
985.1
198
5.06
94.79
985.1
298
5.12
100
984.7
998
4.79
115.6
898
4.25
984.2
5
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN LEVEL
DATUM RL. 922.0
099
0.48
990.4
8
9.98
991.0
499
1.04
2099
1.36
988.5
31.13
991.3
198
5.66
37.72
990.6
198
5.82
4098
9.13
985.2
5
4998
6.24
983
5698
3.41
983
6098
2.73
981.6
762
.998
2.698
0.7
8098
2.698
0.7
91.58
983.1
298
0.7
98.62
982.9
798
310
098
2.92
983
100.7
498
2.83
983
101.5
398
2.74
982.7
411
4.04
981.5
598
1.55
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN LEVEL
DATUM RL. 920.0
SECTIONAC003 500SCALE 1 :
SECTIONBC003 500SCALE 1 :
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C011.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
CROSS SECTIONS
REPROFILING AND CAPPING - SHEET 1 OF 2
21-25974-C011
B
J. CASIO A. HORLYCK
1:500
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0 5 20 25m1510
SCALE 1:500 AT ORIGINAL SIZE
099
4.85
994.8
51.7
299
4.95
994.9
1
2099
3.51
990.2
6
27.86
992.0
298
8.28
34.47
992.3
398
8.45
4099
1.96
987.0
3
6098
2.56
981.8
862
.1198
1.42
981.3
465
.2498
1.14
981.2
866
.4998
1.26
980.6
667
981.2
898
0.65
68.24
981.3
981.2
368
.4598
1.28
981.2
880
980.6
398
0.63
80.9
980.6
980.6
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN LEVEL
DATUM RL. 920.0
099
5.72
995.7
22.9
399
5.899
5.8
13.39
995.5
899
3.15
19.97
996.1
993.3
220
996.1
199
3.31
35.37
993.4
398
9.44
38.4
992.4
198
9.43
39.61
992
988.8
240
991.8
798
8.82
40.11
991.8
398
8.82
41.32
991.4
398
9.41
44.75
990.2
699
0.25
46.66
989.6
298
9.62
49.13
989.4
398
9.43
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN LEVEL
DATUM RL. 928.0
SECTIONCC003 500SCALE 1 :
SECTIONDC003 500SCALE 1 :
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C012.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
CROSS SECTIONS
REPROFILING AND CAPPING - SHEET 2 OF 2
21-25974-C012
B
J. CASIO A. HORLYCK
1:500
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0 5 20 25m1510
SCALE 1:500 AT ORIGINAL SIZE
TYPICAL CELL LINER DETAIL
SINGLE SIDE TEXTURED SIDEWALL LINER GEOMEMBRANE TO DOUBLESIDED SMOOTH BASAL LINER GEOMEMBRANE. WELD TO BE ON BASE ANDLOCATED AT LEAST 1800mm FROM THE TOE NO HORIZONTAL WELDS ONSIDEWALL.
NON-WOVEN SEPARATION GEOTEXTILE LAYER ONSURFACE OF LEACHATE DRAINAGE AGGREGATE.OVERLAPS TO BE SEAMED AND HELD IN PLACE BYSAND BAGS (3m x 3m CTS NOM.)
NON-WOVEN PROTECTIONGEOTEXTILE
300mm THICK LEACHATEDRAINAGE AGGREGATE
DETAIL12C007 10SCALE 1 :
600mm CLAY RICH FILL
1
3
NON-WOVEN PROTECTIONGEOTEXTILE
DESIGNSUBGRADE
SINGLE SIDE TEXTUREDSIDEWALL LINERGEOMEMBRANE(TEXTURED SIDE DOWN)
DOUBLE SIDED SMOOTHBASAL LINER GEOMEMBRANE
16-
22C014
GROUNDWATER COLLECTION DRAIN17
-
INSTALL PROTECTIVE SOIL LAYER ASPART OF LANDFILLING OPERATIONS
500 900900
13
13
300
300 M
IN. C
OVER
100 M
IN. B
EDDI
NG
LEACHATE COLLECTION PIPE
LEACHATE COLLECTION TRENCH
SECTIONKC007 25SCALE 1 :
DESIGN SUBGRADE
16-
O-
19-
SDR9 DN200 PE PIPE
Ø10 HOLE TYP.
100TYP. Ø10 HOLE TYP.
45°
DETAIL19- 5SCALE 1 :
LEACHATE COLLECTION PIPE PERFORATION
DETAIL14C007 SCALE 1:10
GROUNDWATER COLLECTION DRAIN
CLAY RICH FILL
DESIGN SUBGRADE SETOUTTAKEN FROM THIS POINT
DESIGN SUBGRADE
500
50 B
EDDI
NG500
UNCLASSIFIED AGGREGATE
SEPARATION GEOTEXTILE
DN110 PERFORATEDHDPE SUBSOIL PIPE
COMPACTED SELECT FILL 500
500
500
DETAIL13C007 SCALE 1:10
ANCHOR TRENCH
OVERLAP GEOTEXTILE FORFULL WIDTH OF TRENCH
17-
21C014
23C015
13C015
MARINE PLYWOOD
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C013.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
LANDFILL CELL
TYPICAL SECTION AND DETAILS - SHEET 1 OF 3
21-25974-C013
B
J. CASIO A. HORLYCK
AS SHOWN
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0
SCALE 1:5 AT ORIGINAL SIZE
0.05 0.2 0.25m0.150.1 0
SCALE 1:25 AT ORIGINAL SIZE
0.25 1.0 1.25m0.750.5
0 0.1 0.4 0.5m0.30.2
SCALE 1:10 AT ORIGINAL SIZE
22C013
TYPICAL SECTION THROUGH INTERCELL BUNDSECTIONL
C007 25SCALE 1 :
1000
MIN
.
VARIES
11
1000 MIN.
VARIES
TEMPORARY EXCAVATION FACE 1000
SURFACE WATER DIVERSIONBUND & SWALE
20C022
GROUNDWATER COLLECTION DRAIN
CELL LINERTEMPORARY STORMWATER DRAIN
EDGE OF CONSTRUCTED LINERDESIGN SUBGRADESETOUT TAKENFROM THIS POINT
DESIGN SUBGRADESETOUT TAKENFROM THIS POINT
CLAY RICH FILL
MARINE PLYWOOD
300
MIN.
21
SELECT FILL
21C013
INSTALL PROTECTIVE SOIL LAYERDURING LANDFILLING OPERATIONS
985A-
B-
GROUNDWATER EXTRACTION RISER TRENCH
COMPACTED SELECT FILL
SOLID SDR11 DN200 HDPEEXTRACTION RISER
500
MIN.
100 M
IN.
BEDD
ING
DESIGN SUBGRADE
SECTIONB- 10SCALE 1 :
500MIN.
SECTIONA- 50SCALE 1 :
GROUNDWATER SUMP & RISER
500MIN.
LEACHATE DRAINAGE AGGREGATE WITHIN LEACHATE SUMP
DN110 JUNCTION TO SUIT
HDPE PIPE BOOT AROUNDGROUNDWATER RISER PIPE
Y-TEE TO SUIT. Y-TEE TO EXTEND500 mm BELOW INVERT OFGROUNDWATER PIPE
GROUNDWATER EXTRACTION RISER TRENCHREFER SECTION B
CELL LINER
GROUNDWATERCOLLECTIONDRAIN
21C013
22C013
1
2.5
SEPARATION GEOTEXTILE
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C014.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
LANDFILL CELL
TYPICAL SECTION AND DETAILS - SHEET 2 OF 3
21-25974-C014
A
J. CASIO A. HORLYCK
AS SHOWN
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
GROUNDWATER SUMP & RISERPLAN
SCALE 1:200
N
0 0.1 0.4 0.5m0.30.2
SCALE 1:10 AT ORIGINAL SIZE
0
SCALE 1:25 AT ORIGINAL SIZE
0.25 1.0 1.25m0.750.5
0
SCALE 1:50 AT ORIGINAL SIZE
0.5 2.0 2.5m1.51.0
0 2 8 10m64
SCALE 1:200 AT ORIGINAL SIZE
985
A-
B-
C-
SECTIONA- 50SCALE 1 :
LEACHATE SUMP
LEACHATE DRAINAGE AGGREGATE
CELL LINER22
C013
MIN 5m
1m
PERFORATED SDR11 DN450LEACHATE SUMP PIPE
GROUNDWATERCOLLECTION DRAIN
23C013
ANCHOR TRENCH
1-
1
2.5
13C013
SDR11 DN450 PE PIPEØ10 HOLE TYP.(PERFORATEDWITHIN SUMP ONLY)
45°
100TYP.
Ø10 HOLE TYP.
DETAIL1- 10SCALE 1 :
LEACHATE SUMP PIPE PERFORATION DETAIL
320 M
IN.1200 MIN.
100 M
IN.
COMPACTED SELECT FILL
SOLID SDR11 DN450HDPE LEACHATE RISER
SECTIONC- 25SCALE 1 :
TYPICAL LEACHATERISER PIPE SECTION
SECTIONB- 50SCALE 1 :
LEACHATE SUMP & RISER
LEACHATE DRAINAGE AGGREGATE
CELL LINER22
C013
MIN 5m
1m
PERFORATED SDR11 DN450LEACHATE SUMP PIPE
GROUNDWATERCOLLECTION DRAIN
23C013
LEACHATE COLLECTION PIPEJUNCTION TO SUIT
ELBOW TO SUIT
SOLID SDR11 DN450LEACHATE RISER PIPE
LEACHATE COLLECTION PIPE TOBE JOINED TO THE RISER PIPE
LEACHATE COLLECTIONPIPE FROM LEACHATECOLLECTION TRENCHREFER DRG 21-25974-C013
C-
HDPE FLANGE TO SUIT
ANCHOR TRENCH
PIPE BEND TO SUIT1-
1
2.5
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C015.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
LANDFILL CELL
TYPICAL SECTION AND DETAILS - SHEET 3 OF 3
21-25974-C015
B
J. CASIO A. HORLYCK
AS SHOWN
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0 0.1 0.4 0.5m0.30.2
SCALE 1:10 AT ORIGINAL SIZE
0
SCALE 1:25 AT ORIGINAL SIZE
0.25 1.0 1.25m0.750.5
PLANSCALE 1:200
N
0
SCALE 1:50 AT ORIGINAL SIZE
0.5 2.0 2.5m1.51.0
0 2 8 10m64
SCALE 1:200 AT ORIGINAL SIZE
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C016.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
LANDFILL CELL
CROSS SECTIONS
21-25974-C016
B
J. CASIO A. HORLYCK
1:500
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0 5 20 25m1510
SCALE 1:500 AT ORIGINAL SIZE
LATERAL SUBSURFACEDRAIN OUTLET DETAIL
TOE DRAIN OUTLETDN100 SOLID HDPE PIPE40M NOM. SPACING
PLACE LARGER ROCKS AROUNDOUTLET TO STABILISE
500 MIIN.
25-
REFER SECTION A
SURFACE WATER DRAIN28
C0221
3 MAX
CONNECT OUTLETPIPE TO SUBSOIL PIPE
DETAIL6C004 50SCALE 1 :
CAP DETAIL
LANDFILLED WASTE
2mm DOUBLE SIDE TEXTUREDLLDPE GEOMEMBRANE
GEONET DRAINAGEGEOCOMPOSITE
DESIGNSUBGRADE
500mm SUBSOIL
100mm TOPSOIL
300mm SEAL BEARING LAYER
VEGETATION AS PERSPECIFICATION
DETAIL1C004 SCALE 1 :10
25-
26C018
27C020
500
SURFACE WATERCOLLECTION DRAIN
TOE DRAIN & CAP TERMINATION AT TOE
500
UNCLASSIFIED AGGREGATE
SEPARATION GEOTEXTILETO FULLY ENCLOSEDRAINAGE AGGREGATE
SECTIONEC004 10SCALE 1 :
DN110 PERFORATEDHDPE SUBSOIL PIPE
NOM. 500mm
NOM.
300m
m
MIN. 500
500
500
COMPACTEDSELECT FILL
UNCLASSIFIED AGGREGATE
DN110 PERFORATEDHDPE SUBSOIL PIPE
25-
28C022
A-
OVERLAP UPPER GEONET DRAINAGEGEOCOMPOSITE OVER LOWERGEONET DRAINAGE GEOCOMPOSITE
GEONET DRAINAGEGEOCOMPOSITE
CAP SIDE TERMINATION DETAIL
SECTIONGC004 10SCALE 1 :
DESIGNSUBGRADE
25-
1
1
MAINTAIN SUBSOIL AND TOPSOIL LAYER THICKNESS
500
MARINE PLYWOOD
151
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C017.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
LANDFILL CAP
TYPICAL SECTION AND DETAILS - SHEET 1 OF 3
21-25974-C017
B
J. CASIO A. HORLYCK
AS SHOWN
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0 0.1 0.4 0.5m0.30.2
SCALE 1:10 AT ORIGINAL SIZE
0
SCALE 1:50 AT ORIGINAL SIZE
0.5 2.0 2.5m1.51.0
500
500
COMPACTED SELECT FILL
DIVERSION SWALEREFER DRG. C022
1
3
SECTIONHC004 10SCALE 1 :
CAP TERMINATION AT CREST
500
26C017
1
2
MAX
500
500
1
3
BENCH
SECTIONIC004 10SCALE 1 :
EXTRUSION WELD UPPERGEOMEMBRANE TO LOWERGEOMEMBRANE
26C017
MIN. 500mm
OVERLAP UPPER GEONETDRAINAGE GEOCOMPOSITEOVER LOWER GEONETDRAINAGE GEOCOMPOSITE
500
1
3
26C017
COMPACTED SELECT FILL
DRAINAGE AGGREGATE
DN110 PERFORATEDHDPE SUBSOIL PIPEREFER NOTE 1
NOM.
300 m
m
NOM. 500OVERLAP
SURFACE WATER DRAIN 3 29C022
NOTE1. LATERAL SUBSURFACE DRAIN OUTLET TO BE PROVIDED TO SURFACE WATER
DRAIN 3 AT NOMINALLY 40m SPACING. REFER DETAIL 6 DRG C017.
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C018.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
LANDFILL CAP
TYPICAL SECTION AND DETAILS - SHEET 2 OF 3
21-25974-C018
B
J. CASIO A. HORLYCK
1:10
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0 100 400 500mm300200
SCALE 1:10 AT ORIGINAL SIZE
1200 x 1200 x 50 HDPE BASE PLATE WELDEDTO BASE OF VERTICAL PIPE. PLACED ON 3xLAYERS OF PROTECTION GEOTEXTILE
500
1500
500
PE ELBOW TO SUITPE ELBOW TO SUIT
LEACHATE SUMP
WELD PERFORATED SUBSOILPIPEWORK TO VERTICAL PIPE
DETAIL2C004 20SCALE 1 :
1400 1500
PREPARED SUBGRADE
BOLTED HDPE STUB FLANGEWITH SUITABLE END CAP
500 M
IN.
DN1000 PN16 HDPESOLID VERTICAL PIPE
CONCRETE BASE (15-20 mPa READYMIX GENERAL PURPOSE CONCRETERAPID SET OR NORMAL SETGEOMEMBRANE PIPE BOOT
WELDED TO PIPE
BENTONITE FILL SEAL
CONCRETE BARRIERS TOSURROUND LEACHATE SUMP
200 M
IN.
VARI
ES
DN1000 PN16 HDPEVERTICAL RISERPERFORATED AT BASE
30-
GAS SAMPLING TAP
DETAIL30- 5SCALE 1 :
LEACHATE SUMPPERFORATION DETAIL
DN1000 PN16 PE PIPE
23°
10mmØ HOLES
150
10mmØ HOLES
600
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C019.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
LANDFILL CAP
TYPICAL SECTION AND DETAILS - SHEET 3 OF 3
21-25974-C019
B
J. CASIO A. HORLYCK
AS SHOWN
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0
SCALE 1:5 AT ORIGINAL SIZE
0.05 0.2 0.25m0.150.1 0
SCALE 1:20 AT ORIGINAL SIZE
0.2 0.8 1.0m0.60.4
27C017
SECTIONJC004 20SCALE 1 :
GAS COLLECTION TRENCHCONNECTION TO LEACHATE TOE DRAIN
LEACHATE TOE DRAIN, REFERSECTION A, DRG. C017
31-
GAS COLLECTION TRENCH
500
500
UNCLASSIFIED AGGREGATE
SEPARATION GEOTEXTILETO FULLY ENCLOSEDRAINAGE AGGREGATE
DN110 PERFORATEDSUBSOIL PIPE
GAS COLLECTION TRENCH
27C017
WASTE
DETAIL4C004 SCALE 1 :10
31-
DETAIL3C004 10SCALE 1 :
GAS COLLECTION BORE
DRILL 300 mm DIAMETER BORETO BASE OF LANDFILLED WASTE
300
UNCLASSIFIED AGGREGATE
WASTE
27C017
31-
GAS COLLECTION TRENCH
DETAIL5C004 20SCALE 1 :
GAS VENT
GALVANISED STEEL EDUCTVENTILATION SHAFT AS PER WSAASEWERAGE CODE OF AUSTRALIASTANDARD DRAWING SEW-1408ANCHORED TO CONCRETE BLOCK
450
500
1000
SOLID DN150 HDPE PIPE
WASTE
DN150 PVC - U PIPEEXTEND MIN. 3m
SOLID DN150HDPE PIPE
T - PIECE TO SUIT
150
WIND - OPERATEDROTATING EDUCT COWL
6000
1000
GAS MONITORING POINT
1500 x 1500 SQUARE CONCRETE FOOTING
225MASS POURED CONCRETE FOOTING.MIN. STRENGTH TO BE N25.
BENTONITE SEAL
DN150 HDPE ENDCAP TO SUIT
1050
DN150 PVC - U PIPE
300
LOCALLY MOUND SOIL
500
EXTEND HDPE PIPE MIN. 3000 TO ALLOWFOR FUTURE EXPANSION OF SYSTEM
31-
GAS COLLECTIONTRENCH
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C020.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
LANDFILL CAP
GAS COLLECTION SYSTEM
21-25974-C020
B
J. CASIO A. HORLYCK
AS SHOWN
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0 0.1 0.4 0.5m0.30.2
SCALE 1:10 AT ORIGINAL SIZE
0
SCALE 1:20 AT ORIGINAL SIZE
0.2 0.8 1.0m0.60.4
TYPICAL SECTION LEACHATE PONDSCALE 1:100
32-
32-
34-
ANCHOR TRENCH34-
ANCHOR TRENCH
500
500
35-
GROUNDWATER DRAIN
1
3
1
3
500
DETAIL6C005 10SCALE 1 :
DETAIL7C005 10SCALE 1 :
2 mm HDPE DOUBLE SIDEDTEXTURED GEOMEMBRANE
CLAY RICH FILL
COMPACTED SELECT FILL
600m
mMI
N. 3
LIFTS
DESIGN SUBGRADE
MIN. 300
GAS VENT60m NOM.SPACING
33-
PROTECTION GEOTEXTILE
2mm HDPE TEXTURED GEOMEMBRANE
CLAY RICH FILL
DETAIL8C005 10SCALE 1 :
HALF MIN. DN200 HDPE PIPE EXTRUSIONWELDED TO GEOMEMBRANEMAX. DN100 HOLE IN GEOMEMBRANE
TO VENT GAS
600mm
200
DESIGN SUBGRADE
12.5
DESIGN SUBGRADE
PROTECTION GEOTEXTILE
SET OUT TAKENFROM HERE
LEACHATE POND LINING SYSTEMSCALE 1:10
ANCHOR TRENCH AND GAS VENTSCALE 1:10
GAS VENTSCALE 1:10
MIN. 600
32-
34-
33-
300
COMPACTED SELECT FILL
3001
2
500
500
SEPARATION GEOTEXTILE TO FULLYENCLOSE DRAINAGE AGGREGATE
DN110 SLOTTED HDPE SUBSOILPIPE
DETAIL9C005 10SCALE 1 :
GROUNDWATER DRAINSCALE 1:10
UNCLASSIFIED AGGREGATE(REFER TO SPECIFICATION)
35-
CLAY RICH FILL
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C021.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
LEACHATE POND
TYPICAL SECTION AND DETAILS
21-25974-C021
B
J. CASIO A. HORLYCK
AS SHOWN
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0 0.1 0.4 0.5m0.30.2
SCALE 1:10 AT ORIGINAL SIZE
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZE
DETAIL11C006 10SCALE 1 :
TYPICAL SURFACE WATER DIVERSIONBUND & SWALE
2000
500
2000
500
UPGRADIENT DOWNGRADIENT
STABILISE AS REQUIREDBY SITE SURFACE WATERMANAGEMENT PLAN
20C014
x
SURFACE WATER DRAINTYPICAL DETAIL
DETAIL10C006 10SCALE 1 :
y
SURFACE WATER DRAIN x (m) y (m) z
2 1.75 0.6 3
3 0.9 0.5 3
4 0.5 0.6 2
28C017
29C018
1
2
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C022.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
SURFACE WATER MANAGEMENT
21-25974-C022
B
J. CASIO A. HORLYCK
1:10
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
0 100 400 500mm300200
SCALE 1:10 AT ORIGINAL SIZE
TYPICAL SECTION THROUGHSEDIMENT BASIN
1
3
2000
CREST LEVEL RL985SPILLWAY LEVEL RL984.7
300 M
IN.
SECTIONAC005 50SCALE 1 :
1
3
1
4
2000
1
4
RL982.5
VEGETATION AS PER SPECIFICATIONVEGETATION AS PER SPECIFICATION
CREST WIDTH 2.0m
MIN.
0.3m
OVERFLOW CHANNELTYPICAL SECTION BASE OF
POND
SECTIONDC005 50SCALE 1 :
VEGETATION AS PERSPECIFICATION
FALL FALL 1
GRASSROOTS EROSIONCONTROL MATTING ORAPPROVED EQUIVALENT
GRASSROOTS EROSIONCONTROL MATTING ORAPPROVED EQUIVALENT
SECTIONBC005 50SCALE 1 :
INLET CHANNELTYPICAL SECTION
BASE OF POND
NON-WOVEN GEOTEXTILESEPARATION LAYER
200 THICK ROCK RIPRAP ACROSSINLET CHANNEL (d50=100)
2.0m MIN.
200 THICK ROCK RIPRAP (d50=100)ON BASE AND SIDES
2.5m
MIN.
STORMWATER CHANNEL INLETSEDIMENT DETENTION BASIN
0.3
2.0m MIN.
SURFACE WATERDRAIN 2 OR 3
7m
0.3
2.51
2.51
CREST OF DAM
OVERFLOW CHANNEL
SECTIONEC005 25SCALE 1 :
VEGETATION AS PERSPECIFICATION
GRASSROOTS EROSIONCONTROL MATTING ORAPPROVED EQUIVALENT
200 THICK ROCKRIPRAP (d50=100) GEOTEXTILE SEPARATION LAYER
0.5m 0.5mCREST OF BASIN
INLET CHANNEL
SECTIONCC005 25SCALE 1 :
SURFACE WATER DRAIN 2 OR 3REFER DRG 21-25974- C022
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:1 December 2017 - 11:25 AM G:\21\25974\CADD\Drawings\21-25974-C023.dwg
Plotted by:
Alison Horlyck
(Project Director)
Approved
Job
Manager
Project
Director
Level 15, 133 Castlereagh Street, Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E [email protected] W www.ghd.com
PRELIMINARY
UPPER LACHLAN SHIRE COUNCIL
CROOKWELL LANDFILL SITE
SEDIMENT BASIN
TYPICAL SECTION AND DETAILS
21-25974-C023
B
J. CASIO A. HORLYCK
AS SHOWN
A ISSUE FOR REVIEW JSC MW AR 06.07.17
B REVISED AH MW AR 01.12.17
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