This is an HTML version of an attachment to the Official Information request 'Above ground sewage tanks'.
Date: Wed, 22 Mar 2017 03:40:47 +0000
Subject: FW: SR356224 - 79 Taranaki Rd - PUBLIC_DRAINAGE_NOTES_FOR_RESOURCE_CONSENTS.doc
From: Zeean Brydon <[email address]>
To: Ryan Rose <[email address]>

Email 9



From: Zeean Brydon [mailto:[email address]<mailto:[email address]>]
Sent: Monday, 9 May 2016 7:14 a.m.
To: 'Sheryl Barker' <[email address]<mailto:[email address]>>
Subject: RE: SR356224 - 79 Taranaki Rd - PUBLIC_DRAINAGE_NOTES_FOR_RESOURCE_CONSENTS.doc



Thanks

SW discharges to a 900mm dia Brick SW main in Taranaki Rd, there should be no need to make a new off-site connection as the exterior building envelope is not being changed.



Info regarding WW capacity was provided by Hywel Lewis – so from an existing model of the area – if I put ‘review of WWL’s WW model’



Cheers

Zeean Brydon | Associate Engineer

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e2Environmental Ltd
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From: Sheryl Barker [mailto:[email address]]
Sent: Monday, 9 May 2016 7:07 a.m.
To: Zeean Brydon <[email address]<mailto:[email address]>>
Subject: SR356224 - 79 Taranaki Rd - PUBLIC_DRAINAGE_NOTES_FOR_RESOURCE_CONSENTS.doc



I’ve made some changes.



Two questions:



· Where does stormwater discharge now? Kerb or main?

· How did you establish wastewater issues – high level check??

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