A - Unitywater advice re easement

Steve Vlatko-Rulo <[email protected]>

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EAS 3640 - 95 Garnet St, Cooroy - Unitywater Real Estate Enquiry

1 message

realestate <[email protected]> 4 November 2024 at 11:27

To: Steve Viatko-Rulo <[email protected]>
Cc: Michael Moore <[email protected]>

Good morning, Steve.

| refer to your email of 28 October 2024 seeking Unitywater’s views on the location of privately owned stormwater assets within a future sewerage
easement.

It is quite a common occurrence for other services to cross Unitywater infrastructure and there are set tolerances that must be adhered to within the
South-East Queensland Water Supply and Sewerage Design and Construction Code (SEQ WS&S D&C Code) to protect Service Providers infrastructure.
This is usually assessed as a component of the Connection Application.

In reply, | advise from an easement perspective, Unitywater has no objections to the proposal.

x |
CONSTRUCT 3 xKERBA
UPVC PIPES IN LOCATIO.

KERB TO PROPERTY BO
LOT ROOFWATER DRA

        
 

WASTEWATER FROM NEW. NEWLOT 1
DWELLING ON NEWLOT 1 TO
[BE CONNECTED TO LOT 1 HOB \

     
      

ROOFWATER FROM NEW LOT 1 DWELLING
‘TO BE CONNECTED TO NEW KERB

 

   

| }
ROOEWATER FROM NEW LOT 3 DWELLING TO BE } 10/1 ‘ADAPTORS IN GARNET STREET i =
CONMESTED TO NEW INTER ALLOTMENT |
STORINUATER DRAINAGE INACCORDANGE WITH B WwW
2 cUbAt sToRMNNATER SYSTEM LJ” i Ww
eBcnED TOMER TOA HEP) 1 i
LOT 174 FORM | 71 Pe
‘SP2taitt tare i KE
\ 351m | 7)
NEWLOT3 t ;
xs \ hs
ft 3
i ! “3.0m WIDTH |
wasTewaren From NeW Bieter é | |
ONELLNG ON NEWLOT 3 TO 3
BE CONNECTED TOLOT SHB rCTQ ee CONNECTED TONEWKERS —o es
|e 00 ara seve RaAPTONG N GARNET STREET le | o
| ASRS pani sitecie

  

EXISTING "LIVE" GRAVITY SEWER LINE

EXISTING SEWER MANHOLE

\ /
JNEW 000 x 600 ROOFWATER PIT

 

NEWLOT2

WASTEWATER FROM EXISTING DWELLING
‘ON NEW LOT2 TO BE CONNECTED TO

 

‘TO REMAIN FOR NEW L

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LOT2 HOB. EXISTING WASTEWATER
(CONNECTION TO BE DECOMMESSIONED

 

   

 
 

DETAILED ON SHEET 04

RETICULATION UNE INTO.
EXISTING SEWER MANHOLE IN
ACCORDANCE WITH RELEVANT
AUTHORITY STANDARDS

8 newts craviry sewer
= fencuuriontne as
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|_|) xan

SP2TESEO AS DETALED ON SHEET 04
NEW 000 x 609 ROOF WATER PrT

PROPOSED STORMWATER MANAGEMENT PLAN & SERVICES PLAN
S—ES——EEEOEOArIErA EEE E——E ET

1 2.0m WITH
STORMWATER
EASEMENT

 

 

However, depending on the clearance of the proposed roof water pit structure to the sewerage main asset, the applicant may also be required to
submit a Build Over or Near Water Supply or Sewerage Infrastructure application to address the requirements of the Queensland Development
Code Mandatory Part 1.4 (QDC MP 1.4) as well.

| hope this is of assistance.

Kind regards, Jodie

Jodie Diefenbach | Property Officer
Customer Delivery