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HomeMy WebLinkAbout2660052 - F.I. Maps - Drainage Network DrawingsGSPublisherVersion 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 GHFa5a5b 5 b 5 c5 c5 d 5 d5 AP AP EP FH IL IL IL IL IL IL IL IL IL IL IL IL IL IL ILILIL IL IL IL IL IL IL IL ILIL IL 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 G EAVE EAVE EAVE EAVE 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 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 MH MH M3 127.855 M4TOPO 127.851 M4 126.975 M4T 126.981 M7 127.898 824225N 824250N 824275N 824300N 824325N 824350N 824375N 824400N 824425N 824450N 824475N 126.28 126 .51 126.31 126.12126.05125.72 126.13 126.40 1 2 6 . 0 5125 .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 28123.40120.25120.86124 39123 44123.43123.44123 48124 13123 52123 90123.41124 14123 61123.60124 44123 85123.72121.85123.49124.21124.31124.31124.12124.04123.99125.23 125.20 125.23 125.26 125.18 124.39 123.84 123.97 124.14 124.61 124.59 124.58 123.59 123.63 123.57 123.40 123.52 121.81 121.79 122.23 122.58123.07122.95123.031 23 .141 2 3 . 4 5 1 2 4 . 1 112 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 .28 125.07 125.30 1 2 5 . 59126.35125.90125.72125.56125.691 2 5 . 5 5 125.38 125 .50125.51125 .32124.73125 .31 125 .07125 .02 1 2 4 . 8 4 124.9 4 125 .34125.00125.14125 .11125.33125 .27 125 .07123.86123 .60123.35 1 2 3 . 2 9 1 2 3 . 0 9 1 23 .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 12 1 .4 5 12 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 6 6 12 0 . 25 1 2 0 . 6 4 120.31 1 2 1 . 7 5120 .95121.12 12 1 . 7 8 12 2 .1 9 1 2 2 .2812 1 .56 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 2121 8 8 121 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 . 57 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 1 2 4 . 3 0 1 2 4 . 1 4 1 2 4 . 9 7 126.37 122.64 131.69 131.09 131.10 128.22 128.23 128.21 128.26 128.25 128.25 128.23 128.13 134.25 132.97 135.88 133.13 136.64 133.11 134.41 127.90 128 .03 127 .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 .82125.56126.82126.49 126.40 126.44 126.48 126.49 126.51 126.59 126.67 126.72 126.78 126.74 126.78 126.78 126.75 126.72 126.69 126.63 126.65 126.62126.79126.84126.83 126 .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 .071 2 8 . 1 1 12 8 . 0 0 127.9 3 128.0 0128 . 0 2 127 .901 2 7 . 9 5127 .89 127.74 1 2 7 . 8 6 1 27 .801 2 7 . 6 0127 .701 2 7 . 4 8 1 2 7 . 36 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 4 125.6112 5 .72 125.78125.80127 . 6 8 1 2 6 . 07 1 2 7 . 9 3 128 . 2 0 1 2 5 . 4 7 125 .34 125.29125.14125.231 2 5 . 2 2 1 2 4 . 8 3 1 2 4 . 4 8 1 2 4 . 1 3 1 2 4 . 2 7 1 2 4 . 1 5 125 .82 125 .86 125 .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 .68 123 .58 123 .64 123 .50 132.64 132.69 132.33 130.95 128.50 132.90 130.86 131.84 131.93 126.10 126.19 126.19 126.38 126.92 125.64 126.58 125.76 124.59 124.99 125.33 124.0124.0124.0124.0124.0124.0124.0124.0124.0123.5123.5123.5123.5123.5123.5123.5123.5127.5127.5127.51 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 . 0 126.0126.0 125.5125.5125.5125.5125.5125.5125.5125.5125.0125.0125.0125.0125.0125.0125.0125.0125 .0 124.5124.5124.5124.5124.5124.5124.5123.0123.0123.0123.0123.0123.0123.0123.0122.5122.5122.5122.5122.5122.5122.51 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 . 0 124.5 124.01 2 3 . 5126.5123.0123.012 7 .5 123.0 123.5119.512 4 .0125.012 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 BARBED FENCE HT=0.75MCONCRETE 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 B A R B E D F E N C E H T = 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 F E N C E H T =0.75MSTEEL 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 HT WOODEN 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 ENCE 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 FENCE 1.1M H T FOUL Ø160MMPVC PIPE Ø160MMPVC PIPES BARWIR E FENC E IC BARWIRE FENCEØ400MMCONCRETE PIPE Ø300MMPVC PIPE Ø100MMPVC PIPE STORMBARWIR 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 A 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 Key Proposed wastewater treatment plant area Proposed concrete plinth 8m x 5m with control room and aeration blower 1800mm high palladin security fencing 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 storm drainage Existing foul drainage 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 treated foul drainage outfalls to percolation area Existing percolation area Interceptor Existing storm drainage outfalls to percolation area Existing gateway to provide service access to adjacent field and treatment plant Access lanewayAccess lanewayAccess laneway Proposed site drainage plan 1:500 14/04/2026 07 Proposed site drainage plan 1:500 Planning issueRECEIVED: 21/05/2026