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Wellington Water Network Plan

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Wellington Water Network Plan BELL ST 90 100 UPVC 99 97 3 76 87 WALL PL ROBERTS ST 40 PVC 68 100 AC 68 150 AC (PCC) 13 100 MPVC 16 100 UPVC 99 ANTHONY ST 23 100 MPVC 14 BDY WCC - PCC 40 Cu CONNECTION 1968 100 UPVC 99 100 AC 100 AC SCOUR 65 8 TREMEWAN ST REMBRANDT AVE MASSEY ST 54 100 MPVC 15 100 AC 70 PVC 41 36 40 PVC 70 0 500 m 9 50 PE100 15 SCOUR 23 40 PVC 50 Cu GEE ST 100 MPVC 14 150 AC 30 Cu 62 THOMAS HOOK ST 46 100 UPVC 99 47 49 35 TAWA 24 41 40 Cu 150 UPVC 00 50 PE80B 00 NORTH ST 365 50 PE80B 100 IT 57 31 33 BELL ST 100 IT 57 33 100 UPVC 99 27 150 AC 72 6 COATES ST 25 350 FINDLAY ST 200 STCL 55 MEXTED TCE 8 15 100 MPVC 14 100 IT 57 HANDYSIDE ST 7 11 23 100 AC 72 MAIN ROAD KATARINA GR 100 AC TREMEWAN ST 18 23 100 UPVC 99 335 100 IT 57 50 PE100 02 TURRIFF CRES 100 IT 57 150 AC 72 336 SCOUR 40 PVC 72 9 9 11 150 UPVC 93 1 150 UPVC 00 13 150 AC 70 50 PE100 13 150 MPVC 14 327 LINDEN AVE ABS 93 40 PVC 74 328 150 AC 73 BDY COLLINS AVE SUPPLY 200 STCL100 55 PRIVATE TO / FROM SCOUR 29 100 UPVC F 96 19 PCC METER 19 BISHOPS GLEN 45 BDY 17 40 PVC 74 150 UPVC F 96 150 DICL 91 12 50 PE80B 08 100 AC 74 RANGATIRA RD 41 96 F UPVC 150 40 PE80B 91 50 CU 25 Cu CHASTUDON PL 150 AC 74 200 STCL 55 314 41 BROKEN HILL 150 UPVC 91 1 BDY 50 PE80B 91 MAIN ROAD LITTLE RESERVOIR 11 CHECK 150 MPVC 07 150 UPVC 88 50 PE80B 99 150 UPVC 98 COLLINS ST (PCC) VALVE ST. AIDANS WAY 100 IT 56 23 20 40 PVC 74 40 55 25 Cu YEAR = 1981 2 50 CU 84 16 ROSSITER ST 50 PE80B 98 BEAUCHAMP ST CAP. = 1500 m3 150 AC 84 200 STCL 55 100 AC 84 150 AC 74 TWL = 169.0 m 12 5 29 BWL = 164.3 m 50 Cu 84 BDY 50 PE80B 88 150 UPVC 06 25 Cu RAWSON ST ORDLEY GR 294 A RANUI TCE 100 UPVC 98 150 AC 82 100 AC 85 24 MATAI ST 25 Cu KOWHAI ST 0 500 m 24 100 MPVC 02 1 50 Cu 85 42 21 B 100 UPVC 04 COLLINS AVE 150 AC76 67 100 MPVC 04 RAROA TCE 100 AC 82 10 40 PVC 75 48 3 12 40 CU 76 HINAU ST CULLEN PL NATHAN ST 100 MPVC 02 100 UPVC 06 DEVERON PL BDY 50 CU 82 11 13 FYVIE AVE 2 100 AC 76 4 150 AC 76 SOUTH ST 150 AC 75 VICTORY CRES 22 FORGLEN PL 250 STCL 55 40 150 UPVC 96 22 14 100 UPVC 04 40 Cu 40 Cu BEAUCHAMP ST 40 CU 61 40 Cu 12 100 AC 78 9 50 PE80B 88 54 A 85 1 33 5 20 Cu McKELVEY PL 100 MPVC 07 250 AC 72 250 STCL 55 150 UPVC 88 75 BDY 100 UPVC 06 26 A 64 McLELLAN ST SCOUR AV 8 10 MAHOE ST 100 UPVC 99 50 PE10070 15 SCOUR 150 PE100 89 23 65 76 BDY 17 200 NRV & 300 AC 69 TURKINGTON ST 250 AC 72 17 MAHOE ST TAWA METER 100 UPVC 99 100 MPVC 16 50 CU 150 MPVC 07 100 UPVC F 98 18 PECKHAM GR SCOUR 100 AC 61 150 AC 100 AC MAGFLOW 23 40 FRANKLYN RD DAVIDSON CRES 28 METER PVTE MAGFLOW 42 A 64 47 B 40 CU 67 BDY LUCKIE ST 9 9 METER 100 UPVC 06 PRV 100 AC 72 50 PE100 03 100 AC 67 BDY 13 100 AC 61 10 D/S = 60m AV 100 MPVC 03 29 RELIEF = 65m AUTO SHUT 30 Cu 10 LINDEN RESERVOIR TO VALVE 100 MPVC 16 100 UPVC 06 LEADLEY ALLEN TCE 100 AC 62 CHESTER RESERVOIR GREER CRES DAVIES ST SHUT 150 mPPVC 08 1 100 FIB 61 CROSS CONNECTION WAKEFEILD TCE 14 54 RAROA TCE 75 AC 19 100 UPVC 06 LINDEN 21 14 19 G 52 RESERVOIR 100 AC 59 100 AC 62 150 AC 50 Cu YEAR = 1970 250 AC 100 AC WOODMAN DR WILMSHURST PL 150 UPVC 00 150 MPVC 03 48 CAP. = 4550 m3 40 PVC 67 200 AC HILLARY ST 150 STCL 06 100 AC 62 PRIVATE 40 PVC 67 250 STCL 55 36 TWL = 140.6 m 7 SHUT OFF UNDER 30 CU 26 2 150 UPVC 94 AIR FILTER BWL = 133.2 m 100 IT 59 VICTORY CRES STREAM IN 2013 METER 32 50 CU METER 18 8 TAWA COLLEGE TAWA COLLEGE 100 AC POOL 150 AC 200 SCOUR NRV 70 AV 4 8 30 CU METER 12 150 UPVC 92 BDY 40 Cu NRV SHUT (BURIED) FLOW REGULATING HL AV 23 VALVE IN METER ROSSAVEEL BLEEDER HOUSE 150 UPVC 90 100 AC 100 AC PVC HEIGHTS FRANKLYN RD 40 PVC 70 8 METER 150 MPVC 08 16 100 PE100 04 6 81 100 AC 70 PUMP STN 2 282 150 UPVC 87 OXFORD ST FL = ?? 300 AC INLET 27 100 40 Cu 250 AC 100 PE100 04 SPICER PL 250 AC OVERFLOW AV HAMPTON HILL RD RIMU ST 6 69 COLONIAL GR 150 MPVC 15 LUPIN TCE 100 DICL 06 25 CU 56 100 AC 68 57 40 CU 40 CU 76 150 AC 76 40 PE80B 01 12 RISING MAIN 40 43 300 STCTE 150 IT 56 40 Cu 40 PVC 100 AC 68 18 INLET WELLINGTON'S WATER NETWORK 250 AC 100 MPVC 16 71 19 11 25 Cu 56 37 50 Cu 200 AC 76 100 MPVC 16 BDY 28 24 7 WESTRA VIEW CHESTER RD 86 ONGLEY CRES 29 300 AC 69 100 AC 78 AV ROSSAVEEL HEIGHTS 72 150 MPVCSURREY 08 ST RESERVOIR WESTWOOD RD 1 40 CU 78 150 UPVC 88 15 HAMPTON HILL RD 100 MPVC 07 40 CU 82 WOODMAN DR 100 IT 56 METER (PVTE) 300 AC 86 YEAR = 2006 100 IT 59 25 CU 250 STCL 55 30 Cu 56 CECIL RD 150 AC 78 250 STCL 55 100 MPVC 16 12 100 MPVC 16 11 AV 150 AC 86 CAP. = 550 m3 27 OLIVIA CRES NRV 29 6 100 AC SCOUR 69 TWL = 209.7 m STEPHEN ST BWL = 206.2 m WILFRED ST METER 20 100 DICL 06 FREDERICK ST 150 AC 8 100 AC 86 150 IT 56 100 UPVC 00 100 MPVC 07 75 150 UPVC 97 100 PE100 02 100 IT 56 50 PE80B 92 150 UPVC 06 100 IT 56 97 5 226 40 CU 86 213 CARLTON TCE WESTHAVEN DR 150 UPVC 01 150 IT 56 40 CU 75 150 UPVC 06 24 25 47 DUNCAN ST 150 AC 75 25 Cu 9 ESSEX ST 300 AC 86 LINCOLN34 AVE 22 150 UPVC 92 100 IT 56 BING LUCAS DR 8 9 193 250 STCL 55 LINDEN 100 DICL 06 100 UPVC WOODMAN DR 111 13 40 Cu 100 UPVC00 RESERVOIR 150 UPVC 06 2000 CECIL RD SCOUR YEAR = 1970 CHESTER ROAD BDY MELVILLE ST 4 50 PE80B 95 CAP. = 4550 m3 36 SAV RESERVOIR 100 UPVC 01 198 100 IT 56 5 100 FIB 63 100 MAGFLOW 40 Cu TWL = 140.6 m 150 IT 56 15 ROY ST YEAR = 1958 REWA TCE 121 METER 6 179 BWL = 133.2 m CAP. = 680 m3 ROMNEY SQ MAYFAIR PL 20 Cu 30 Cu 63 150 AC 75 150 UPVC 97 100 UPVC 02 9 TWL = 139.0 m CHESTER RD 100 UPVC 95 100 DICL 06 WOODSTOCK TCE 30 Cu. ROSSAVEEL 300 STCTE INLET SAV BWL = 135.6 m 100 MPVC 10 30 Cu AV 46 11 25 Cu 100 UPVC 06 100 IT 56 HEIGHTS 100 PE100 02 28 36 150 MPVC 06 ASV 200 AC 77 11 PUMP STN LYNDHURST SCOUR PIKITANGA CL 150 UPVC 99 COURT RD 23 14 133 FL = ?? PUMP STATION 50 PE80B 95 150 UPVC F 95 50 PE 80B 50 PE80B 99 30 CU 100 UPVC 00 CAMBRIDGE ST 100 PE100 90 99 SCOUR LYNDHURST RD SHUT IN 150 AC 75 171 100 UPVC F 95 6 6 50 PE80B 02 7 LYNDHURST RD 100 PE100 04 50 PE100 06 40 CU 77 8 WOODMAN DR 39 100 PE100 90 100 IT 56 200 STCL 55 43 150 AC 77 150 UPVC 99 OXFORD ST 147 KILKELLY CL 0 500 m 150 SCOUR 100 AC 77 150 PE100 90 150 MPVC 08 100 AC 100 IT 56 COURT RD 50 PVC 99 150 UPVC 97 100 MPVC 08 150 UPVC 06 BDY 22 49 30 Cu AS AT 29 JULY 2020 100 STCL 13 8 31 KIWI CRES 100 IT 59 30 Cu ELENA PL 138 100 UPVC 99 100 IT 56 3 300 DICL 15 5 AIR VALVE (NV) 100 IT 59 5 50 PE100 09 100 IT 59 171 AV BDY 100 MPVC 09 TUI TCE 3 9 8 TAINUI TCE 50 PE80B 18 7 9 30 Cu 7 SCOUR 100 SCOUR 150 IT 56 MERVYN KEMP DR 100 AC 63 150 AC 300 STCL 55 BARTLETT GR 100 AC 85 DUVAL GR 57 100 IT 59 100 AC 58 100 IT 56 150 MPVC 07 147 100 UPVC 06 30 Cu 19 VIEW 40 CU 100 AC 67 50 PE100 07 15 50 PE100 07 BING LUCAS DR 100 IT 56 30 22 100 MPVC 13 4 25 SCOUR BDY 65 PE80B TE REINGA MAIN ROAD 150 MPVC 07 150 UPVC 94 100 AC 82 18 19 WOODBURNSCOUR DRIVE 2.5m STCL OVER THE DRIVE DUNCAN ST 6 19 150 PRV 100 MPVC 07 150 IT 56 STORMWATER 50 PARK AVE 150 MPVC 13 150 UPVC 06 U/S = 85.0m PETERHOUSE40 CU ST KIWI CRES 49 25 SCOUR KIWI CRES NGATITOA ST D/S = 59.5m 100 AC 63 THE DRIVE 58 67 25 12 31 100 UPVC 10 100 AC 85 150 MPVC 08 40 CU 85 KIWI PLACE PRV & METER 32 CU LARSEN 100 IT 56 40 CU 65 U/S = 85m 150 AC 300 STCTE INLET MAIN CRES 64 32 11 TO LINDEN RESERVOIR D/S = 25m AV 100 AC 63 48 105 32 PE80B 22 76 6 375 STCL 55 7 150 UPVC 94 30 Cu 150 UPVC 94 40 CU 73 150 STCL 56 150 UPVC 01 100 MPVC 15 150 MPVC 13 OVER BRIDGE TAWA TCE 71 100 MPVC 15 100 AC 81 100 6 KERERU BEND BING LUCAS DR 32 100 IT 56 100 UPVC 100 94 UPVC 94 JULIA PL MASCOT ST HUIA ST TAWA ST 4 40 CU 66 100 AC LARSEN CRES 6 150 UPVC 01 100 AC 100 MPVC 03 1 11 150 AC 81 150 UPVC 07 TONY JAEGERS 22 49 A BDY 150 MPVC 15 16 150 IT 56 PETERHOUSE ST 37 BDY 19 100 MPVC 15 3 72 19 SHUT 100 AC 64 BDY 6 18 MORGAN PL 13 150 AC 75 BALLOIL DR 50 CU 76 METER 13 150 AC 2015 100 MPVC 09 80 40 Cu NUFFIELD ST 104 40 CU 69 30 Cu 92 75 100 AC 30 CU 100 AC ST.
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