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HomeMy WebLinkAbout2660052 - F.I. Maps - Site layout planGSPublisherVersion 0.0.100.100 a. A-Tek Building Unit 2, 4 Edenaveys Industrail Estate Armagh, Co. Armagh, BT60 1NF a. North End Larne Harbour, Larne. BT40 1AJ t. (028) 3752 2271 f. (028) 3751 7590 e. info@daarchitectsltd.com w. www.daarchitectsltd.com Drawing Title : scale checkeddatedrawn Client :Project :No part of this document may be reproduced or transmitted in any form or stored in any retrieval system of any nature without the written permission of da architects ltd. as copyright holder except as agreed for use on the project for which the document was originally issued. RevID Issue ID Issue Name Issue Date Issued By Status Approved by da architects ltd Project no.Drawing no.Revision2510 Decommisioning and removal of existing wastewater plant and the provision of new waste water treatment plant with four boizones, service roadway and associated service connections Annayalla Chicks SN GHF 2,350 2,5004,5001,100750mm TOTAL DEPTH FROM CREST. 500mm GRAVEL DEPTH750mm TOTAL DEPTH FROM CREST. 500mm GRAVEL DEPTH750mm TOTAL DEPTH FROM CREST. 500mm GRAVEL DEPTH750mm TOTAL DEPTH FROM CREST. 500mm GRAVEL DEPTH750mm TOTAL DEPTH FROM CREST. 500mm GRAVEL DEPTH750mm TOTAL DEPTH FROM CREST. 500mm GRAVEL DEPTH1500mm TOTAL DEPTH FROM CREST. 1000mm GRAVEL DEPTH130.00 129.00 128.00 127.00 126.00 125.00 124.00 123.00 122.00 121.00 130.00 129.00 128.00 127.00 126.00 125.00 124.00 123.00 122.00 121.00 Existing ground level Existing ground level Proposed wastewater treatment plant fence Cast insitu reinforced concrete shuttered finish Palline mesh fencing to proposed yard area - colour black Prefabricated metal container colour - grey pre cast concrete slab drain Precast concrete roof Control room / final treatment 120.00 119.00 118.00 130.00 129.00 128.00 127.00 126.00 125.00 124.00 123.00 122.00 121.00 120.00 119.00 118.00 123.0Mild steel polyester powder coated mesh guarding to roof of storage tanks T-JUNCTION WITH 150mm DIA PERFORATED PIPE ACROSS FULL WIDTH OF REED BED FOR MAXIMUM INFLOW DISTRIBUTION ANCHOR TRENCH FORMED WITHIN PERIMETER BUND TO SECURE LINER (MINIMUM 150mm COVER)LARGER GRANULAR MATERIAL PLACED AROUND INLET TO AIDINITIAL DISTRIBUTION (50-75mm Ø) - TO BE PLACED AT OUTLET TOO PIPE SLEEVED FITTED TO ENABLE SECURE LINER JOINT 15-20mm ROUNDED GRAVEL (CLEAN AND WASHED) 50mm THICK SAND BLINDING LAYER ABOVE 0.5-1mm THICK HDPE LINER T-JUNCTION TO PERFORATED PIPE ACROSSFULL WIDTH OF REED BED FOR MAXIMUM FLOW INTERCEPTION DESIGN REED BED WATER LEVEL CONTROLLED BY ADJUSTABLE PIPE RISER INCOMING PIPE FROM SECONDARYTREATMENT SYSTEM DESIGN WATER LEVEL 50mm BELOW GRAVEL SURFACE (WATER LEVEL CONTROLLED BY OUTFLOW CHAMBER) WATER LEVEL INSPECTION CHAMBER (LOCATION INDICATIVE) CONSTRUCTED FROM 225mm TWINWALL PERFORATED PIPE PLACED AT BASE OF REED BED FIRST ROW OF WILLOWS SET BACK 1.5m FROM INLET PIPE TO PREVENT ROOT INGRESS EXISTING INDICATIVEGROUND LEVEL PIPED CONNECTION FROM LEVEL CONTROL CHAMBER TO BE RAISED BY 200mm TO ALLOW SAMPLING FROM WATER CONTAINED AT BOTTOM OF CHAMBER WILLOW BED SYSTEMTO HAVE 0.5% FALL COMMON REED (PHRAGMITES AUSTRALIS), YELLOW FLAG IRIS (IRIS PSEUDACORUS) AND WATER MINT (MENTHA AQUATICA). REFER TO PLAN DETAILS FOR PLANTING DENSITIES PIPE SLEEVED FITTED TOENABLE SECURE LINER JOINT REED BED SYSTEM TOHAVE 0.5% FALL T-JUNCTION WITH 150mm DIA PERFORATED PIPE ACROSS FULL WIDTH OF REED BEDFOR MAXIMUM INFLOW DISTRIBUTION ANCHOR TRENCH FORMED WITHIN PERIMETER BUND TO SECURE LINER (MINIMUM 150mm COVER)LARGER GRANULAR MATERIALPLACED AROUND INLET TO AID INITIAL DISTRIBUTION (50-75mm Ø) - TO BE PLACED AT OUTLET TOO PIPE SLEEVED FITTED TOENABLE SECURE LINER JOINT 15-20mm ROUNDED GRAVEL (CLEAN AND WASHED) 50mm THICK SAND BLINDINGLAYER ABOVE 0.5-1mmTHICK HDPE LINER T-JUNCTION TOPERFORATED PIPE ACROSS FULL WIDTH OF REED BED FOR MAXIMUM FLOW INTERCEPTION DESIGN WATER LEVEL 50mm BELOW GRAVEL SURFACE (WATER LEVEL CONTROLLED BY OUTFLOW CHAMBER) WATER LEVEL INSPECTION CHAMBER (LOCATION INDICATIVE) CONSTRUCTED FROM 225mm TWINWALL PERFORATED PIPE PLACED AT BASE OF REED BED EXISTING INDICATIVE GROUND LEVELCOMMON REED (PHRAGMITES AUSTRALIS), YELLOW FLAG IRIS (IRIS PSEUDACORUS) AND WATER MINT (MENTHA AQUATICA).REFER TO PLAN DETAILS FOR PLANTING DENSITIES PIPE SLEEVED FITTED TOENABLE SECURE LINER JOINT REED BED SYSTEM TO HAVE 0.5% FALL DESIGN REED BED WATER LEVEL CONTROLLED BY ADJUSTABLE PIPE RISER PIPED CONNECTION FROM LEVEL CONTROL CHAMBER TO BE RAISED BY 200mm TO ALLOW SAMPLING FROM WATER CONTAINED AT BOTTOM OF CHAMBER LARGER GRANULAR MATERIAL PLACED AROUND INLET TO AIDINITIAL DISTRIBUTION (50-75mm Ø) - TO BE PLACED AT OUTLET TOO ANCHOR TRENCH FORMED WITHIN PERIMETER BUND TO SECURE LINER (MINIMUM 150mm COVER) 15-20mm ROUNDED GRAVEL (CLEAN AND WASHED) EXISTING GROUND LEVEL WATER LEVEL INSPECTION CHAMBER (LOCATION INDICATIVE) CONSTRUCTED FROM 225mm TWINWALLPERFORATED PIPE PLACED AT BASE OF WILLOW BED PIPE SLEEVED FITTED TOENABLE SECURE LINER JOINT INLETCHAMBER DESIGN WILLOW BED WATER LEVEL CONTROLLED BY ADJUSTABLE PIPE RISER EMBANKMENT TO BE LOCALLY REGRADED TO SUIT MANHOLE PIPED CONNECTION FROM LEVEL CONTROL CHAMBERTO BE RAISED BY 200mm TO ALLOW SAMPLING FROMWATER CONTAINED AT BOTTOM OF CHAMBER FIRST ROW OF WILLOWS SET BACK 1.5m FROM INLET PIPE TO PREVENT ROOT INGRESS WILLOW BED SYSTEM TO HAVE 0.5% FALL LARGER GRANULAR MATERIAL PLACED AROUND INLET TO AID INITIAL DISTRIBUTION (50-75mm Ø)- TO BE PLACED AT OUTLET TOOANCHOR TRENCH FORMED WITHIN PERIMETER BUND TO SECURE LINER (MINIMUM 150mm COVER) 15-20mm ROUNDED GRAVEL (CLEAN AND WASHED) EXISTING GROUND LEVEL WATER LEVEL INSPECTION CHAMBER (LOCATION INDICATIVE) CONSTRUCTED FROM 225mm TWINWALL PERFORATED PIPE PLACED AT BASE OF WILLOW BED PIPE SLEEVED FITTED TO ENABLE SECURE LINER JOINT INLETCHAMBER DESIGN WILLOW BED WATER LEVEL CONTROLLED BY ADJUSTABLE PIPE RISER EMBANKMENT TO BE LOCALLYREGRADED TO SUIT MANHOLE PIPED CONNECTION FROM LEVEL CONTROL CHAMBERTO BE RAISED BY 200mm TO ALLOW SAMPLING FROMWATER CONTAINED AT BOTTOM OF CHAMBER FIRST ROW OF WILLOWS SETBACK 1.5m FROM INLET PIPETO PREVENT ROOT INGRESS WILLOW BED SYSTEMTO HAVE 0.5% FALL LARGER GRANULAR MATERIALPLACED AROUND INLET TO AID INITIAL DISTRIBUTION (50-75mm Ø) - TO BE PLACED AT OUTLET TOO ANCHOR TRENCH FORMED WITHIN PERIMETER BUND TO SECURE LINER (MINIMUM 150mm COVER) 15-20mm ROUNDED GRAVEL (CLEAN AND WASHED) EXISTING GROUND LEVEL WATER LEVEL INSPECTION CHAMBER (LOCATION INDICATIVE) CONSTRUCTED FROM 225mm TWINWALL PERFORATED PIPE PLACED AT BASE OF WILLOW BED PIPE SLEEVED FITTED TOENABLE SECURE LINER JOINT INLET CHAMBERDESIGN WILLOW BEDWATER LEVEL CONTROLLED BY ADJUSTABLE PIPE RISER EMBANKMENT TO BE LOCALLYREGRADED TO SUIT MANHOLE PIPED CONNECTION FROM LEVEL CONTROL CHAMBER TO BE RAISED BY 200mm TO ALLOW SAMPLING FROM WATER CONTAINED AT BOTTOM OF CHAMBER FIRST ROW OF WILLOWS SET BACK 1.5m FROM INLET PIPE TO PREVENT ROOT INGRESS WILLOW BED SYSTEMTO HAVE 0.5% FALL LARGER GRANULAR MATERIAL PLACED AROUND INLET TO AID INITIAL DISTRIBUTION (50-75mm Ø) - TO BE PLACED AT OUTLET TOO ANCHOR TRENCH FORMED WITHIN PERIMETER BUND TO SECURE LINER (MINIMUM 150mm COVER) 15-20mm ROUNDED GRAVEL (CLEAN AND WASHED) EXISTING GROUND LEVEL WATER LEVEL INSPECTION CHAMBER (LOCATION INDICATIVE) CONSTRUCTED FROM 225mm TWINWALL PERFORATED PIPE PLACED AT BASE OF WILLOW BED PIPE SLEEVED FITTED TOENABLE SECURE LINER JOINT INLETCHAMBER DESIGN WILLOW BEDWATER LEVEL CONTROLLED BY ADJUSTABLE PIPE RISER EMBANKMENT TO BE LOCALLY REGRADED TO SUIT MANHOLE PIPED CONNECTION FROM LEVEL CONTROL CHAMBERTO BE RAISED BY 200mm TO ALLOW SAMPLING FROM WATER CONTAINED AT BOTTOM OF CHAMBER PROPOSED HYDROBRAKE CHAMBER TO LIMITWASTEWATER DISCHARGE TO 0.7 l/s AND A MAXIMUM OF 0.9 l/s INCLUDING STORMWATER EMBANKMENT TO BE LOCALLYREGRADED TO SUITHYDROBRAKE OUTLET TO EXISTINGMINOR WATERCOURSE FIRST ROW OF WILLOWS SET BACK 1.5m FROM INLET PIPE TO PREVENT ROOT INGRESS WILLOW BED SYSTEMTO HAVE 0.5% FALL LARGER GRANULAR MATERIALPLACED AROUND INLET TO AID INITIAL DISTRIBUTION (50-75mm Ø) - TO BE PLACED AT OUTLET TOO 15-20mm ROUNDED GRAVEL (CLEAN AND WASHED) EXISTING GROUND LEVEL WATER LEVEL INSPECTION CHAMBER (LOCATION INDICATIVE) CONSTRUCTED FROM 225mm TWINWALL PERFORATED PIPE PLACED ATBASE OF WILLOW BED PIPE SLEEVED FITTED TOENABLE SECURE LINER JOINT EMBANKMENT TO BE LOCALLY REGRADED TO SUIT MANHOLE PROPOSED LINED REED BED: · SURFACE AREA: 200m2 (0.5m2/P.E.) · TOTAL DEPTH: 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED REED BED: · SURFACE AREA: 200m2 (0.5m2/P.E.) · TOTAL DEPTH : 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH : 0.75m · MINIMUM GRAVEL DEPTH : 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH : 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL : 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH : 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL : 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH : 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 650m2 (1.6m2/P.E.) · TOTAL DEPTH : 1.5m · MINIMUM GRAVEL DEPTH: 1.0m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% 2, 7 8 75,9266,2171 4 1 , 1 4 3 1 4 3 , 1 9 6180,3212, 5 4 7 162,310a1a1b 1 b 1 c1 c1 d 1 d1 AP AP EP FH IL IL IL IL IL IL IL IL IL IL IL IL IL IL ILILIL IL IL IL IL IL ILIL ILIL IL IL IL IL IL IL IL IL IL IL IL IL LP LP LP LP LP LP LP LP P P SF WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL G EAVE EAVE EAVE EAVE RIDGE RIDGE RIDGE RIDGE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH M3 127.855 M4TOPO 127.851 M4 126.975 M4T 126.981 M7 127.898 126.28 126 .51 126.31 126.12126.05125.72 126.13 126.40 1 2 6 . 0 5 1 25 .411 2 5 . 1 7 1 2 5 . 0 3 124.92 124 .88 124 .66 124.28123.95123 .71 123.18122.931 2 2 . 6 4 1 2 2 . 9 5 1 2 3 . 1 6123.25125.81 125.38 125.35 125.40 125.65 125.87 126.08 126.06 125.94 1 2 5 . 8 3 125.68 125 .62 125.31124.94124.71124.80125.45125.59126.161 2 6 . 1 7 1 2 6 . 4 3 126.88 1 2 7 . 1 2 1 2 7 . 0 4 1 2 7 . 3 5 1 2 7 . 5 1 127.38 127 .33 127.22127.95127 .50 12 7 .47 127.60127.43127.74127.66127.96128.09 125.05125 00124.99125.02124.11123 60124.07123.42 123.03122.28123.22121.78122.61121 53122.491 2 2 . 4 9 122.24 1 2 1 . 8 0 12 2 .36122.31121 58123.06121.93121.92122.54123.29122.00122.54122.42 122.791 2 2 . 5 8 122.23122.28122 .33122.86122.91122.07 122.43 122.63121.90121.731 2 1 . 6 5 122.46122.661 2 2 . 6 8 12 1 .7 6 1 2 2 . 8 5 1 2 3 . 0 4 1 2 1 . 8 9 12 2 .42 122.42 1 2 1 . 9 2 1 2 2 . 7 2 1 2 1 4 9 1 2 2 . 4 3 122.43 1 2 2 . 3 8 1 2 2 . 3 9 120 .48120.451 2 0 . 4 7 1 2 0 . 0 7 1 2 0 . 1 1 1 2 0 . 8 0 120.761 2 0 . 0 1 119.94 119.451 2 0 . 0 4 1 1 9 . 5 9 1 1 9 . 6 4 12 0 .59119.63120.54120.30119 54119 65120.15120.41119.53119.11120.37120 .26120.33119.95 120.09119 57119 63120.07120.351 2 0 . 2 0 120.00 119 67120 .67119 66120.44119 92120.68119.82120.42120.06120.76120 00120 69120 86120.29120 47120.90120.25120 86120.93120.41120.28121.15121.89120.65120 57122.46122.48123.06124 07122 91122.91123 94123 28123.40120.25120.86121.85123.49124.21125.23 125.20 125.23 125.26 125.18 124.39 123.97 124.14 124.61 124.59 124.58 123.59 123.63 123.57 123.40 123.52 121.81 121.79 122.23 122.58123.07122.95123.031 2 3 . 1 4 1 2 3 . 4 5 1 2 4 . 1 1 1 2 4 . 3 4 1 2 4 . 3 9 125.82 12 5 .10 1 2 5 . 1 6 1 2 5 . 3 8 1 2 5 . 4 0 12 5 .31 125 .28 125.07 125.3012 5 . 5 9126.35125.90125.72125.56125.691 2 5 . 5 5 125.38 125 .50125.51125 .32124.73125 .31 125.07125 .02 1 2 4 . 8 4 124.94125. 34 125.00125.14125 .11125.33125 .27 125 .07123.86123 .60 123.35 1 2 3 . 2 9 1 2 3 . 0 9 1 2 3 .11123.23123.25123.30123.24123 .31 123.34123 .57 123 .88 124 .50 124 .85 125 .45125.42 125.50 125.57 125.48 125.53 125.56 125.28 125.65 125.52 125.52 125.61 125.52 125.55 125.53 125.46 125.10 123.95 123.33 122.82 123.06 123.15 1 2 2 . 9 9 1 2 1 . 5 5 1 2 1 . 8 1 1 2 3 . 1 3 123.03 1 2 2 . 8 9 1 2 1 . 5 1 122.11 122.84 1 2 2 . 6 5 1 2 1 .44 123.25 122 .95 121.70 121 .84123.03 123.29 123.44 123.16122.46124.74 123.71 123.38 123.21 123.17 124.11 124.07 123.76 123 .68 123 .32 124.42 123.50 123.56 122.94 122 .28 122 .65 122.40121.66 121 53 122.39122.50121 84122 1512 2 .39 122.29123.03123.34122.17121.92122.90121 58122.25121.54 122 43 1 2 1 . 4 5 1 2 2 .3 5 121.94 1 2 2 . 5 7 1 2 1 . 0 7 12 1 .74 1 2 0 . 4 0 1 2 0 1 2 12 0 .54 1 2 0 . 4 0 1 1 9 6 7 1 1 9 66 12 0 .2 5 1 2 0 . 6 4 120.31 1 2 1 . 7 5120 .95121.12 1 2 1 .7 8 12 2 .1 9 12 2 .2 8 12 1 .5 6 1 2 1 . 6 9 1 2 2 . 2 4 1 2 2 . 2 7 122.20 122.83 122.87 123.75 123.30 122.57 122.68 123.46 1 2 3 . 6 7 1 2 3 . 7 7 1 2 2 . 8 6122.90123.12 122.65 122.61 122.67 1 2 2 . 7 2 121 88121 61122 .62 122.58 122.54 122.59 122.54 122.43 122.39 122.40 123.32 123.27 1 2 2 . 7 8 1 2 1 . 7 9 121 .94 122 .59 122.76121.541 2 1 . 5 7 12 2 .37 123.89 124.52 124.24 123.58 122.41 122.22 121.96 122.00 122.05 122.60 123.75 124.09 124.32 123.61 123.76 123.45 122.62 122.04 121.69 121.58 121.09 121.05 121.15 121.81 121.78 120.66 120.59 120.57 120.47 120.69 120.83 121.11 122.43 122.81 122.74 123.22 123.19 123.23 122.57 122.40 122.43 123.29 123.31 123.46 123.46 123.58 123.21 122.72 124.62 124.65 124.67 124.79 124.79 124.59 124.47 124.35 122.58 122.48 121.59 120.83 121.11 121.47 121.77 122.82 123.11 123.15 122.39 121.95 121.47 126.37 122.64 131.69 131.09 131.10 128.22 128.23 128.21 128.26 128.25 128.25 128.23 128.13 134.25 132.97 135.88 133.13 136.64 133.11 134.41 127.90 128 .03127 .98127.88127.90 1 2 7 . 8 7 1 2 7 . 8 9 128.30 1 2 7 . 6 7 128.32 1 2 7 . 4 4 1 2 7 . 2 7 127.261 2 6 . 9 8 126.99 126.75 126.84 127.05 127.16 127.51 127.65 134.42 136.55 130.67 131.53 131.43 131.99 127.05 127.76 127.75 128.11 127.96 127.10 127.66 127.70 126.86 127.34 126.91 135.20 138.43 127.09127.01126 .931 2 6 . 8 3 126.58126.84126.26126.14125.92126.49126.61126 .82 126 .81 126 .82126.82126.49 126.40 126.44 126.48 126.49 126.51 126.59 126.67 126.72 126.78 126.74 126.78 126.78 126.75 126.72 126.69 126.63 126.65 126.62126.79126.84126.83 126 .76126 .80126.80126.75126.7512 6 .78 1 2 6 . 7 8126.79126 .81 126.81126.771 2 6 . 7 9 1 2 6 . 9 5 126.90 126.87 126.81 126.91 126.88 126.84 126.86 126.87 126.85 126.84 126.84 126.74 126.49 126.26 126.16 126.02 125.88 125.88126.10126.09126.27126.30126.68 126.87 126.88 126.89 126.96 126.90 126.91 126.93 126.91 127.01 127.01 126.95 127.08 127.01 126.97 127.04 126.94 126.87 127.07 127.22 127.48 127.76 128.04 128.18 128.10 128.03 127.97 128.12 128.05 127.78 128.14 127.92 127.61 127.30 127.09 127.00 126.82 126.82 126.81 126.93 127.05 127.12 127.31 128.16 128.13 128.15 128.14 128.15 128.13 128.35 127.21 127.72 127.72 127.36 128.09 127.60 128.20127.44 128.15 127.51127.49 127.60 128.10 127.32 127.46 127.84 128.12 127.40 128.05 127.26 127.91 126.74127.20 127.92 126.76127.23 127.95 126.78 127.20 127.38 126.44 127.32 127.02 126.31 126.93 127.12 126.51 127.06 126.68 127.06 126.76 126.94 125.93 1 2 8 . 0 7 1 2 8 . 1 1 128.00 127.93128.00128.021 2 7 . 90 1 2 7 . 9 5 127 .89127 .741 2 7 . 8 6 1 2 7 . 8 0 1 2 7 . 6 0 1 2 7 . 7 0 127.481 27 . 3 6 1 2 6 . 0 6 1 2 5 . 9 0 1 2 5 . 8 6 1 2 5 . 8 2 1 2 5 . 6 6 1 2 5 . 6 4 125. 6 1 125 .72 125.78125.801 2 7 . 6 8 1 2 6 .0 7 1 2 7 . 9 3 1 2 8 . 2 0 123 .56 123 .58 123 .66 123 .59 123 .73 123 .68 132.33 132.90 126.10 126.19 126.19 126.38 126.92 125.64 126.58124.0124.0124.0124.0124.0124.0124.0123.5123.5123.5123.5123.5123.5123.5127.5127.5127.51 2 7 . 5 1 2 7 . 5 127.0127.0127.012 7 .0 127.0127 .0 1 2 7 . 0 126.5126.5126.5126.512 6 .5 126.0126.0126.0126.01 2 6 . 0 126.0126.0 125.5125.5125.5125.5125.5125.5125.5125.0125.0125.0125.0125.0125.0125.0125.0124.5124.5124.5124.5124.5124.5123.0123.0123.0123.0123.0123.0123.0123.0122.5122.5122.5122.5122.5122.5122.51 2 2 . 5 122.5122.5122.5122.5122.0122.01 2 2 . 5 124.0124.0122.5 1 2 2 . 5 122 .5122.5122.5122 .0 1 2 2 . 0 12 2 .0 1 2 2 . 0122.0122.0122.0122.0122.0122.0122.0122.0122.0122.0123.512 3 .0123.0121 .5 12 1 .5 12 1 .5 121.5121.5121.5121.0121.0121.0121.0121.0120.5120 .5120.5120.5 120.5120.5120.5120.0120.0120.0120.0120.0128.0128.0 128.0128.0128 .0128.0129.0128.5128.51 2 8 . 0 126.5123.0123.012 7 .5 123.0 123.5119.5125.012 1 . 5 123.0123.0123.0123.5 124.0128.0127.5127.0 122.51 2 8 . 0 1 1 2 2 1 1 1 1 1 1 WATER IN MIDDLE OF BUSH CONCRETE PIPE DIA350 IL B A R B E D F E N C E H T = 0 . 7 5 M B A R B E D F E N C E H T = 0 . 7 5 M B A R B E D F E N C E H T = 0 . 7 5 M B A R B E D F E N C E H T = 0 . 7 5 M BA R B E D F E N C E HT = 0 .7 5 MBARBED FENCE HT=0.75MW O O D E N F E N C E H T = 0 . 7 5 M WOODEN FE N C E H T = 0 . 7 5 MSTEEL FENCE HT=2.0MS T E E L F E N C E H T = 2 . 0 M W O O D E N F E N C E H T = 0 . 7 5 M W O O D E N F E N C E H T = 0 . 7 5 M WOODEN FENCE HT=0.75M WOODEN FENCE HT=0 .75MG A S T A N K S 5 0 0WOODEN FENCE 1.2M HTWOODEN FENCE 1.2M HT W O O D E N F E N C E 1 . 2 M H T WOODEN FENCE 1.1M HTB A R W I R E F E N C E 1 .1M HTW O O D E N F E N C E 1 . 1 M H T W O O D E N F E N C E 1 . 1 M H T PALI S A D E FENC E 2 .4 M HT W O O D E N F E N CE 1.1M HT FOUL Ø160MMPVC PIPE Ø160MMPVC PIPES BAR WIR E FENCE IC BARWIRE FENCEBARWIR E FENCEØ125MMPVC PIPE Ø160MMPVC PIPE Ø100MMPVC PIPE STORM STORM Ø160MMPVC PIPE Ø200MMPVC PIPE Ø100MMPVC PIPE STORM Ø100MMCLAY PIPE Ø225MMCLAY PIPEØ225MMCLAY PIPE Ø225MMCLAY PIPE ARMSTRONGJUNCTION FOUL Ø110MM PIPE G G G Ø160MMPVC PIPE FOUL STORM FOUL STORM Ø160MMPVC PIPE FOUL STORM FOUL Ø100MMPVC PIPE G G G G G G G G FOUL Ø160MMPVC PIPES Ø160MMPVC PIPE FOUL FOUL FOUL Ø160MMPVC PIPESTORM FOUL Ø160MMPVC PIPE Ø100MMPVC PIPE Ø100MMPVC PIPE Ø160MMPVC PIPE FOUL IC IC Ø100MMPVC PIPES TOP OF STORAGE TANK TOP OF STORAGE TANK TOP OF STORAGE TANK TOP OF STORAGE TANK 003 Access lanewayA c c e s s la n e w a yWTS-AWTS-CPROPOSED WASTEWATER TREATMENT PLANT (REFER TO VILTRA TECHNICAL SPECIFICATION). PROPOSED LINED REED BED: · SURFACE AREA: 200m2 (0.5m2/P.E.) · TOTAL DEPTH : 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL : 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH : 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 650m2 (1.6m2/P.E.) · TOTAL DEPTH : 1.5m · MINIMUM GRAVEL DEPTH: 1.0m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% DISCHARGE LOCATION INTO EXISTING MINOR WATERCOURSE INLET / ISOLATION CHAMBER LEVEL CONTROL/ SAMPLING CHAMBER EFFLUENT LINE FROM SITE TO PUMPING STATION Existing drain to be culverted to allow for service laneway crossing. Culvert to be designed to comply with Area engineers requirements Existing drain to be culverted to allow for service yard area. Culvert to be designed to comply with Area engineers requirements Double gates WTS-BWTS-DWTS -EWTS -FWTS -GA c c e s s la n e w a y PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH: 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH : 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL : 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH: 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED HYDROBRAKE CHAMBER TO LIMIT WASTEWATER DISCHARGE TO 0.7 L/S AND A MAXIMUM OF 0.9 L/S INCLUDING STORMWATER Reinforced grass / gravel maintenance and access track PROPOSED TREATMENT WASTEWATER SAMPLING LOCATION PROPOSED TREATMENT WASTEWATER SAMPLING LOCATION PROPOSED SURFACE WATER MONITORING LOCATIONS Lorry wash Existing waste water treatment plant ( to be replaced ) MH Existing storm drainage outfalls to percolation area Existing storm drainage outfalls to percolation area MH Existing percolation area Existing drain to be culverted to allow for service laneway crossing. Culvert to be designed to comply with Area engineers requirements Access lanewayAccess lanewayAccess laneway AP AP AP EP EP IL IL IL IL IL IL IL IL LP LP LP LP LP LP P P TOW TOW TOW EAVE EAVE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE TOP OF TREETOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH R1 0.000 M1 123.177 M1TOPO 123.176 M2 124.771 M2TOPO 124.775 126.975126.981 M1CHKS 123.181 126.28 126 .51 126.31 126.12126.05125.72 126.13 126 .40 1 2 6 . 0 5125 . 41 1 2 5 . 1 7 1 2 5 . 0 3 124.92 124 .88 124 .66 124.28123.95123 .71 123.181 2 2 . 6 4 1 2 2 . 9 5 1 2 3 . 1 6123.25125.81 125.38 125.35 125.40 125.65 125.87 126.08 126.06 125.94 1 2 5 . 8 3 125.68 125 .62 125.31124.94124.71124.80125.45125.59126.161 2 6 . 1 7 124 39123 44123.43123.44123 48124 13123 52123 90123.41124 14123 61123.60124 44123 85123.72124.31124.12124.04123.99125.23 125.20 125.23 125.26 125.18 124.39 123.84 123.97 124.14 124.61 124.59 124.58 123.59 123.63123.07122.95123.03123. 1 4 1 2 3 . 4 5 123.27123.25123.36123.41123.67 123 .66 123.58 123.52 12 3 .49 1 2 3 . 5 4 1 2 3 . 4 3 1 2 3 . 8 0 1 2 3 . 9 1 1 2 4 . 3 0 1 2 4 . 1 4 1 2 4 . 9 7 132.97 126.931 2 6 . 8 3 126.58126.84126.26126.14125.92126.49126.61126.82126.81126 .82125.56 124.81 124.82 124.78126.82 126.49 126.40 126.44 126.48 126.49 126.51 126.59 126.67 126.72 126.78 126.74 126.78 126.78 126.75 126.72 126.69 126.63 126.65 126.62 126.84 126 .83 126.76126.80126.80126.75126.7512 6 .78 1 2 6 . 7 8126.79126 .81 126.81126.77126.81 126.91 126.88 126.84 126.86 126.87 126.85 126.84 126.84 126.74 126.49 126.26 126.16 126.02 125.88 125.88126.10126.09126.27126.30126.68 126.87 126.88 126.89 126.96 126.90 126.91 126.93 126.91 127.01 127.01 126.95 127.08 127.01 126.97 127.04 126.94 126.87 126.82 126.82 126.81 127.02 126.31 126.93 127.12 126.51 127.06 126.68 127.06 126.76 126.94 125.93 1 2 5 . 6 6 1 2 5 . 6 4 12 5 .72 125.78125.801 2 5 . 4 7 125 .34 125.29125.141 2 5 . 2 3 1 2 5 . 2 2 1 2 4 . 8 3 124 . 4 8 1 2 4 . 1 3 1 2 4 .271 24 . 1 5 1 2 4 . 0 0 1 2 3 . 8 3 1 2 3 . 6 6 1 2 3 . 4 7 1 2 3 . 4 2 1 2 3 . 4 6 122 .45 122 .57 122 .43 122 .51 122 .62 122 .47 122 .56 122 .69 122 .63 122 .75 122 .82 122 .68 122 .77 122 .94 122 .88 123 .01 123 .01 122 .88 122 .78 122.83 12 2 . 80 122.66 122 .63 122 .91 122.79122.88122.971 2 2 . 9 0 1 2 2 . 9 0 1 2 2 . 8 6 12 2 .78 122.72 122 .72 122 .82 122 .98 123 .17 123 .17 123 .26 123 .35 123 .25 123 .46 123 .56 123 .55 123 .74 123 .77 123 .65 123 .85 124 .00 123 .93 124 .21 124 .33 124 .23 124 .67 124 .73 124 .64 125 .08 125 .13 125 .02 125 .45 125 .53 125 .48 125.61 125 .69 125 .72 125 .64 124.05 120.94 123.69 132.64 132.69 132.33 132.07 128.96 132.17 129.05 128.50 130.30128.41 130.48 132.53 130.86 131.84 131.93 125.76 124.59 124.99 125.33 124.0124.0124.0123.5123.5127.0127 .0 126.5 126.01 2 6 . 0 126.0126.0 125.5125.5125.5125.0125.0125.0125.0125 .0 124.5124.5124.5123.0128 .0 122.5122 .5 124.5124.5 123.0 123.512 3 . 5 124.0124.0125.0125.5126.512 4 .0125.0127.0 1 1 BARBED FENCE HT=0.75MW O O D E N F E N C E H T = 0 . 7 5 M WOODE N FENCE HT =0.75 MWOODEN FENCE HT =0.75M0 0G WOOD E N FENC E 1 M HTWOODEN FENCE 1.2M HTWOODEN FENCE 1.2M HTW O O D E N F E N C E 1 . 2 M H T WOODEN FENCE 1.1M HTØ200MMPVC PIPE FOUL Ø400MMCONCRETE PIPE Ø300MMPVC PIPE Ø100MMPVC PIPE STORM G G Ø160MMPVC PIPE FOUL STORM FOUL STORM Ø160MMPVC PIPE FOUL G G G G G 005 Position of proposed site notice MH Existing storm drainage outfalls to percolation area MH Access laneway 2, 7 8 75,9266,2171 4 1 , 1 4 3 14 3 , 1 9 6180,3212, 5 4 7 162,310a1a1b1 b1 c1 c1 d1 d1 AP AP AP EP EP EP FH IL IL IL IL IL IL IL IL IL IL IL IL IL IL ILILIL IL IL IL IL IL ILIL ILIL ILIL IL IL IL IL IL IL IL IL IL IL IL IL IL IL LP LP LP LP LP LP LP LP P P SF WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL TOW TOW TOW G EAVE EAVE EAVE EAVE EAVE EAVE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREETOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE TOP OF TREE MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MHMHMH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH R10.000M1123.177M1TOPO123.176 M2124.771M2TOPO124.775 M3127.855M4TOPO127.851 M4126.975M4T126.981 M7127.898 M1CHKS123.181 126.28 126.51 126.31 126.12126 .05 125.72 126.13 126.40 1 2 6 .0 5 12 5 . 41 12 5 . 17 1 2 5 .03 124.92 124.88 124.66 124 .28 123 .95 123.71 123.18 122.931 2 2 .64 12 2 .95 12 3 .16123.25125.81 125.38 125.35 125.40 125.65 125.87 126.08 126.06 125.94 12 5 .83 125.68 125.62 125 .31 124 .94124.71124.8012 5 .4 5 1 25 .59 126.1612 6 .1 7 12 6 .43 126.88 12 7 . 12 12 7 .04 12 7 .35 12 7 .51 127.38 127.33 127.22 127 .95 127.50 127 .47 12 7 .6 0 127 .43127 .74 127.66127.96128.09 125.05125 00124.99125.02124.11123 60124 .07123.42123 .03122.28123 .22121 .78122 .61121 53 122.49 122 .49 122.24 121 .80 122 .36122.31121 58123 .06121.93121.92122.54123 .29122 .00 122.54 122.42 122.7912 2 .58 122.231 2 2 .28 12 2 .33122 . 86122.91122.07122.43 122 .63 121 .90 121.7312 1 .65 122.46122 .6612 2 .68 12 1 .76 12 2 .85 12 3 .04 12 1 .89 122 .42 122.42 12 1 .92 12 2 .72 12 1 49 12 2 .43 122.43 12 2 .38 12 2 .39 120 .48120.45 12 0 .4712 0 .07 12 0 .1112 0 .80 120 .76 12 0 .01 119.94 119.45 12 0 . 04 11 9 .59 11 9 .64 120 .59 119 .63 120 .54 120.30119 54119 65120.15120.41119.53119 .11120 .37 120.26120.33119.95 120.09119 57119 63120.07120 .35 12 0 .20 120.00 119 67120.67 119 66 120 .44119 92 120.68119.82120.42 120 .06120 .76120 00120 69 120 86120.29 120 47120.90120.25120 86 120 .93 120 .41120.28121.15121 .89120.65120 57122 .46122.48123.06124 07122 91 122 .91 123 94123 28123.40 120.25 120 .86124 39 123 44 123.43 123 .44123 48124 13123 52123 90 123 .41124 14123 61123 .60124 44 123 85123.72121 .85123.49124 .21 124 .31 124 .31124.12 124.04 123 .99125.23 125.20 125.23 125.26 125.18 124.39 123.84 123.97 124.14 124.61 124.59 124.58 123.59 123.63 123.57 123.40 123.52 121.81 121.79 122.23 122.58123.07122.9512 3 .03 1 2 3 .1 4 1 2 3 .45 12 4 .1 1 1 2 4 .3 4 12 4 .39 125.82 12 5 .10 12 5 .16 12 5 .38 12 5 .40 125 .31 125.28 125.07125.3012 5 . 59126.35125.90125.72125.56125.6912 5 .55 125.38 125.50125.51 125.32124.73 125 .31 125.07 125.0212 4 .84 12 4 .94 1 2 5 .3 4 1 25 .00 125.14125 .11 125.33 125 .27 125 .07 123 .86 123 .60 123.35 12 3 .29 12 3 .0 9 1 2 3 .1 1 12 3 .2 3 1 2 3 .25 123.30123 .24123.31 123.34 123 .57 123.88 124.50 124.85 125.45125.42 125.50 125.57 125.48 125.53 125.56 125.28 125.65 125.52 125.52 125.61 125.52 125.55 125.53 125.46 125.10 123.95 123.33 122.82 123.06 123.15 12 2 .99 12 1 .55 12 1 .81 12 3 .13 123.03 12 2 .89 12 1 .51 122.11 122.84 12 2 .65 12 1 .44 123.25 122.95 121 .70 121 .84123.03 123.29 123.44 123.16122.46124.74 123.71 123.38 123.21 123.17 124.11 124.07 123.76 123.68 123.32 124.42 123.50 123.56 122.94 122 .28 122.65 122.40121.66 121 53 122.39122.50121 84122 15 122 .39122 .29123.03123 .34122.17121.92122.90121 58122.25121.54 122 43 12 1 .4512 2 .35 121.94 12 2 .57 12 1 .07 121 .74 12 0 .40 12 0 12120 .54 12 0 .40 11 9 67 11 9 66 120 .25 12 0 .64 120.31 12 1 .75120 .95121.12 12 1 .78 122 .19 122 .2812 1 .56 12 1 .69 12 2 .24 12 2 .27 122.20 122.83 122.87 123.75 123.30 122.57 122.68 123.46 1 2 3 .67 1 2 3 .7 7 12 2 .86122.90 123.12 122.65 122.61 122.67 1 2 2 .72 1 21 88 121 61 122 .62 122.58 122.54 122.59 122.54 122.43 122.39 122.40 123.32 123.27 12 2 .7 8 12 1 .79 121.94122.59 122.76121.54 12 1 .57 122 .37 123.89 124.52 124.24 123.58 122.41 122.22 121.96 122.00 122.05 122.60 123.75 124.09 124.32 123.61 123.76 123.45 122.62 122.04 121.69 121.58 121.09 121.05 121.15 121.81 121.78 120.66 120.59 120.57 120.47 120.69 120.83 121.11 122.43 122.81 122.74 123.22 123.19 123.23 122.57 122.40 122.43 123.29 123.31 123.46 123.46 123.58 123.21 122.72 124.62 124.65 124.67 124.79 124.79 124.59 124.47 124.35 122.58 122.48 121.59 120.83 121.11 121.47 121.77 122.82 123.11 123.15 122.39 121.95 121.47 123.27123.25123.36 1 23 .41 123.67 123.66 123.58 123.52 123 .49 12 3 . 54 12 3 . 43 1 2 3 .8 0 1 2 3 . 91 12 4 . 30 1 2 4 .1 4 12 4 . 97 126.37 122.64 131.69 131.09 131.10 128.22 128.23 128.21 128.26 128.25 128.25 128.23 128.13 134.25 132.97 135.88 133.13 136.64 133.11 134.41 127.90 128 .03 127 .98 127.88 127.90 12 7 .87 1 2 7 .89 128.30 12 7 .67 128.32 12 7 .4 4 12 7 .2 7 127 .261 2 6 .98 126.99 126.75 126.84 127.05 127.16 127.51 127.65 134.42 136.55 130.67 131.53 131.43 131.99 127.05 127.76 127.75 128.11 127.96 127.10 127.66 127.70 126.86 127.34 126.91 135.20 138.43 127.09 127 .01 126.93 12 6 . 83 126.58126.84126.26126.14125.92126.49126.61 126 .82 126 .81 126.82 125.56 124.81 124.82 124.78126.82 126.49 126.40 126.44 126.48 126.49 126.51 126.59 126.67 126.72 126.78 126.74 126.78 126.78 126.75 126.72 126.69 126.63 126.65 126.62 126 .79 126 .84 126 .83 126 .76 126 .80 126.80 1 26 .75 126.75126 .78 12 6 .78126.79126.81 126 .81 126 .77 12 6 .79 12 6 .95 126.90 126.87 126.81 126.91 126.88 126.84 126.86 126.87 126.85 126.84 126.84 126.74 126.49 126.26 126.16 126.02 125.88 125.88126.10126.09126.27126.30126.68 126.87 126.88 126.89 126.96 126.90 126.91 126.93 126.91 127.01 127.01 126.95 127.08 127.01 126.97 127.04 126.94 126.87 127.07 127.22 127.48 127.76 128.04 128.18 128.10 128.03 127.97 128.12 128.05 127.78 128.14 127.92 127.61 127.30 127.09 127.00 126.82 126.82 126.81 126.93 127.05 127.12 127.31 128.16 128.13 128.15 128.14 128.15 128.13 128.35 127.21 127.72 127.72 127.36 128.09 127.60 128.20127.44 128.15 127.51127.49 127.60 128.10 127.32 127.46 127.84 128.12 127.40 128.05 127.26 127.91 126.74127.20 127.92 126.76127.23 127.95 126.78127.20 127.38 126.44 127.32 127.02 126.31 126.93 127.12 126.51 127.06 126.68 127.06 126.76 126.94 125.93 1 2 8 .0 7 1 2 8 .1 1128 .00 12 7 . 93 1 2 8 .0 0 12 8 . 02 12 7 . 90 12 7 . 951 27 .89 12 7 .74 1 2 7 .8 6 1 2 7 .8 0 12 7 . 60 1 2 7 .7 0 12 7 . 48 12 7 . 36 1 2 6 .0 6 12 5 .9 0 1 2 5 .86 1 2 5 .8 2 12 5 .66 1 2 5 .6 4125 .6 1 125.72 125 .78125.801 2 7 .6 8 12 6 . 07 1 2 7 .9 3 1 2 8 .2 0 125 .47 125.34 125.29125.141 2 5 .2 3 12 5 . 22 12 4 . 83 12 4 . 48 12 4 . 13 12 4 . 27 1 2 4 .1 5 1 2 4 .0 0 12 3 . 83 12 3 . 66 1 2 3 .4 7 12 3 . 42 12 3 . 46 122 .75 122 .82 122 .77 122 .94 122.88 123 .01 123.01 122 .88 122.78 122.83 122 .91 122.79 12 2 .8 8 122 .97 12 2 . 90 12 2 .9 0 12 2 .86 122.78 122.82 122 .98 123.17 123.17 123 .26 123 .35 123.25 123.46 123 .56 123 .55 123 .74 123 .77 123 .65 123.85 124.00 123.93 124.21 124 .33 124 .23 124.67 124 .73 124.64 125.08 125 .13 125 .02 125 .45 125.53 125 .48 125.61 125.69 125.72 125 .64 125 .81 125.86 125.86 125 .82 125.86 125 .85 125.76 125.82 125.75 125.67 125.71 125.66 125.57 125 .61 125.51 125.22 125.26 125.16 124.49 124.59 124.50 123 .82 124.08 123.98 123.62 123.67 123.60 123.39 123.43 123.33 123.27 123.34 123.26 123.35 123.42 123.26 123.37 123.51 123.56 123.58 123.66 123.63 123.59 123.73 123.68 124.05 120.94 123.69 132.64 132.69 132.33 132.07 128.96 132.17 129.05 130.95 128.50 132.90 130.30128.41 130.48 132.53 130.86 131.84 131.93 126.10 126.19 126.19 126.38 126.92 125.64 126.58 125.76 124.59 124.99 125.33 124.0124.0124.0124.0124.0124.0124.0124.0124.0123.5123.5123.5123.5123.5123.5123 .5123.5127.5127.5127.512 7 .5 1 2 7 .5 127.0127.0127.012 7 .0 127.0127.0 12 7 .0 126.5126.5126.5126 .5 12 6 .5 126.0126.0126.0126.012 6 .0 126.0126.0 125.5125.5125.5125.5125.5125.5125.5125.5125.0125.0125.0125.0125.0125.0125.0 125.0125.0 124.5124.5124.5124.5124.5124.5124.5123.0123.0123.0123.0123 .0123.0123.0123.0122 .5122 .5122.5122 .5 122.5122.5122.5122 .5 122.5122.5122.5122 .5122 .0122.012 2 .5 124.0124.0122.5 12 2 .5 122.5122.5122.5122.0 12 2 .0 122.0 122 .0122.0 122.0122.0122 .0 122.0122.0122.0122.0122.0122.0123.5123 .0 123 .0121.5 121 .5 12 1 .5 121.5121.5121.5121.0121.0121.0121 .0121.0120.5120.5120.5120.5 120.5 120.5120.5120.0120.0120.0120.0120.0128.0128.0 128.0128.0128 .0128.0129 .0128 .5 128 .5 12 8 .0 124.5124.5 123.0 123.5123 .5 124.0124.0125.0125.5124.012 3 .5126.5123.0123.012 7 .5 123.0 123.5119.5 124 .0125.0121 .5 123.0123.01 23 .0123.5 124.0128.0127.5127.0 122.512 8 .0 1 1 2 2 1 1 1 1 1 1 WATER IN MIDDLE OF BUSH BARBED FENCE HT=0.75MCONCRETE PIPEDIA350 IL BA R B E D FE N C E HT =0.75 M BA R B E D FE N C E HT =0.75 M BA R B E D FE N C E HT =0.75M BAR B E D FE N C E HT=0.75 M BA R B E D FEN C E HT=0.75MBARBED FENCE HT=0.75MWO O D E N FE N C E HT =0 .7 5 M WO O D E N F E N C E H T = 0. 75 M ST E E L FE NC E H T = 2. 0 MST E E L FE N C E HT =2.0M W O O D E N FE N C E HT = 0.75 M WO O D E N FE N C E HT = 0.75 M WOODEN FENCE HT =0 .75 M WOOD E N FENCE HT =0 .75 M G A S T A N K S 5 00 G WOODEN FENCE 1M HT WOOD E N FENCE 1 .2 M HT WOODE N FENCE 1 .2M HT WO O D E N FE N C E 1.2M HT WOODEN FENCE 1.1M HTBA R W I R E FE N C E 1. 1M H T WO O D E N FE N C E 1.1M HT W O O D E N FE N C E 1 .1 M HT PALIS A D E FENCE 2 .4 M HT W O O D E N FE N C E 1 .1 M HT FOULØ160MMPVC PIPE Ø160MMPVC PIPES BARWIR E FENC E IC BARWI RE FENC E Ø200MMPVC PIPE FOUL Ø400MMCONCRETE PIPE Ø300MMPVC PIPE Ø100MMPVC PIPE STORM BARW I RE FENCE Ø125MMPVC PIPE Ø160MMPVC PIPE Ø100MMPVC PIPE STORM STORM Ø160MMPVC PIPE Ø200MMPVC PIPE Ø100MMPVC PIPE STORM Ø100MMCLAY PIPEØ225MMCLAY PIPEØ225MMCLAY PIPE Ø225MMCLAY PIPE ARMSTRONGJUNCTION FOUL Ø110MM PIPE G G G Ø160MMPVC PIPE FOUL STORM FOUL STORM Ø160MMPVC PIPE FOUL STORM FOUL Ø100MMPVC PIPE G G G G G G G G FOUL Ø160MMPVC PIPES Ø160MMPVC PIPE FOULFOUL FOUL Ø160MMPVC PIPESTORM FOUL Ø160MMPVC PIPE Ø100MMPVC PIPE Ø100MMPVC PIPE Ø160MMPVC PIPE FOUL IC IC Ø100MMPVC PIPES TOP OF STORAGE TANK TOP OF STORAGE TANK TOP OF STORAGE TANK TOP OF STORAGE TANK 003 005 Access lanewayAc c e s s la n e w a y WTS -AWTS -CPROPOSED WASTEWATER TREATMENT PLANT (REFER TO VILTRA TECHNICAL SPECIFICATION). PROPOSED LINED REED BED: · SURFACE AREA: 200m2 (0.5m2/P.E.) · TOTAL DEPTH: 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH: 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 650m2 (1.6m2/P.E.) · TOTAL DEPTH: 1.5m · MINIMUM GRAVEL DEPTH: 1.0m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% DISCHARGE LOCATION INTO EXISTING MINOR WATERCOURSE INLET / ISOLATION CHAMBER LEVEL CONTROL/ SAMPLING CHAMBER EFFLUENT LINE FROM SITE TO PUMPING STATION Existing drain to be culverted to allow for service laneway crossing. Culvert to be designed to comply with Area engineers requirements Existing drain to be culverted to allow for service yard area. Culvert to be designed to comply with Area engineersrequirements Double gates Position of proposed site notice WTS -BWTS -DWTS -EWTS -FWTS -GAc c e s s lan e w a y PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH: 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH: 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED LINED WILLOW BASIN: · SURFACE AREA: 200m2 (0.5 m2/P.E.) · TOTAL DEPTH: 0.75m · MINIMUM GRAVEL DEPTH: 0.5m · LINER: 1mm THICK MDPE OR HDPE · GRAVEL FILL: 15-20mmØ (ROUNDED) · BASE SLOPE: 0.5% PROPOSED HYDROBRAKE CHAMBER TO LIMIT WASTEWATER DISCHARGE TO 0.7 L/S AND A MAXIMUM OF 0.9 L/S INCLUDING STORMWATER Reinforced grass / gravel maintenance and access track PROPOSED TREATMENT WASTEWATERSAMPLING LOCATION PROPOSED TREATMENTWASTEWATER SAMPLINGLOCATION PROPOSED SURFACE WATERMONITORING LOCATIONS Lorry wash Existing wastewater treatment plant ( to be replaced ) MH Existing storm drainageoutfalls to percolation area Existing storm drainageoutfalls to percolation area MH Existing percolation area Existing drain to be culverted to allow for service laneway crossing. Culvert to be designed to comply with Area engineers requirements Access lanewayAccess lanewayAccess laneway N Proposed site plan 1:500 18/06/2025 03 Proposed site plan ( part one ) 1:500 Planning issue Proposed site section 1:250 Proposed site plan ( part two ) 1:500 part one part two a a Amendments to proposed access road 14/04/2026 SN P GHFRECEIVED: 21/05/2026