hearings agenda - 10-11 september 2015 - nzta · 2019-06-12 · 2.10 in accordance with section...
TRANSCRIPT
Hearings Commissioner
Notice of Meeting A meeting of the Hearings Commissioner will be held in the Whangarei Library, May Bain Room, Rust Avenue, Whangarei on:
Thursday & Friday
10 & 11 September 2015 10am
Application by New Zealand Transport Agency
Commissioner Alan Withy
Index Page No
Authorisation Sheet ....................................................................................................................................... 1
Environment Planner (Consents) Report ..................................................................................................... 2
Recommendation ........................................................................................................................................ 58
Attachment 1 Application (as lodged – appendices to be tabled)) .......................................................... 61
Attachment 2A Aerial photo ..................................................................................................................... 130
Attachment 2B Locality of Site ................................................................................................................ 131
Attachment 3 District Plan Maps 137
Attachment 4 Submissions Received .................................................................................................... 140
Attachment 5 Wes Edwards Traffic Consultants Peer Review Report (Traffic) .................................... 156
Attachment 6 Styles Group Acoustic Peer Review Report (Noise and Vibration) ................................ 180
Attachment 7 Rebecca Skidmore Urban Design -
Peer Review Report (Urban Design & Landscaping) ..................................................... 188
Attachment 8 Robin Rawson WDC Group Planner Infrastructure & Services Memorandum .............. 199
Hearings Commissioner
Report to the Hearings Commissioner
on a Notice of Requirement by New Zealand
Transport Agency:
An application for a Notice of Requirement under s181 of the RMA has been received by
the New Zealand Transport Agency (“NZTA”) to alter an existing designation (DTNZ1) to
enable construction of a new roundabout at the Kensington Avenue/State Highway 1
intersection, including works on Kensington Avenue; alterations to the intersections of
State Highway 1 and Lower Stanley Street, Kohatu Road, Russell Road and Manse Street;
and widening and safety works along State Highway 1.
This proposed alteration to the designation will have a total length of 800 metres starting
approximately 160m north of Kensington Avenue and extending to approximately 220
metres south of Manse Street, Whangarei.
A copy of the Notice of Requirement Application Report (without appendices) is appended
as Appendix 1 to this report. Hard copies with appendices will be provided at the
hearing.
In accordance with section 176A(2)(b) the requiring authority seeks to incorporate details
of the proposed works into the designation thus negating the need to obtain an Outline
Plan approval and that, pursuant to section 184, the lapse period applying to this NOR be
10 years rather than 5 years.
This Notice of Requirement was lodged by Northern Civil Limited on behalf of the New
Zealand Transport Agency (“NZTA”). This application has been reported on by Council’s
Consultant Planner, Melissa Douché.
This hearing report was written and peer-reviewed by the following signatories:
Consultant
Environmental Planner
(Consents):
Date:
1 September
2015
Melissa Douché
Consents Manager:
Date:
1 September
2015
Alister Hartstone
1
Resource Management Act 1991
Hearing By: Hearings Commissioner for the Whangarei
District Council of a Notice of Requirement
application by NZTA to alter an existing
designation for the widening, construction,
intersection alteration and use of State
Highway 1 in the area described as 160m
north of Kensington Avenue to 220 metres
south of Manse Street, Whangarei and an
application under the National Environmental
Standard for Assessing and Managing
Contaminants in Soil to Protect Human
Health 2011 for works on a piece of land
subject to likely contamination.
In accordance with section 176A(2)(b) the
requiring authority seeks to incorporate
details of the proposed works into the
designation thus negating the need to obtain
an Outline Plan approval and that, pursuant
to section 184, the lapse period applying to
this NOR be 10 years rather than 5 years.
File Ref: RQ1500001 and P119970
Dated: 1 September 2015
1 Introduction
1.1 A requiring authority may at any time give notice to a territorial authority of its
requirement to alter a designation for a project or work. Subject to section 181 of
the Resource Management Act (“the Act”) the NZTA has given notice to
Whangarei District Council (“WDC”), as the relevant territorial authority, of its
requirement for an alteration to an existing designation (DTNZ1), known as State
Highway 1 (“SH1”).
1.2 The existing Designation (DTNZ1) in the WDC District Plan states:
2
1.3 There are no operational conditions relating to DTNZ1 in the District Plan.
1.4 The purpose of the alteration to the existing designation is to alter several key
intersections along State Highway 1 (‘SH1’, also known as Western Hills Drive),
particularly the Kensington Avenue/SH1 intersection but also the SH1 intersections
with Kohatu Road, Russell Road and Manse Street. The reasons for the alteration
are to enable widening and safety improvements, alterations to private vehicle
accesses and associated mitigation works. For the purposes of this report the area
where the designation is being altered is referred to as SH1. However private
property addresses are referred to as Western Hills Drive being the locally known
name for this section of road.
1.5 There is also a section of land owned by NZTA that effectively functions as an
access driveway for several properties on the western side of SH1, just to the
north of the Kensington Ave/SH 1 intersection. NZTA has referred to this driveway
as ‘Lower Stanley Street’ in their application report, although this is not a legal
road name. For the purposes of this report, this driveway will also be referred to
as Lower Stanley Street for consistency.
1.6 In addition to the above, in accordance with section 176A(2)(b) the requiring
authority seeks to incorporate details of the proposed works into the designation
thus negating the need to obtain an Outline Plan approval and that, pursuant to
section 184, the lapse period applying to this NOR be 10 years rather than 5
years.
1.7 The application under the National Environmental Standard for Assessing and
Managing Contaminants in Soil to Protect Human Health 2011 (‘NES
Contamination’) is required as the corner of Kensington Park forms part of the
proposed works area and is currently located outside of the proposed designation.
Although this corner is currently being used as a landscaping buffer and car park
area, it is uncertain as to whether it has historically been subject to
sprays/pesticide use as part of the use of the wider land parcel as a sports
field/recreation facility. In the absence of either a preliminary or detailed site
investigation report confirming that the land is not a HAIL1 site, pursuant to
regulation 11 of the NES Contaminated Soils, consent is required for a
discretionary activity.
1.8 The Notice of Requirement (“NOR”) application was received by WDC on 22
January 2015 and publicly notified on 26 June 2015, with submissions closing on
1 As per the Hazardous Activities and Industries List (HAIL) (October 2011)
3
28 July 2015. A total of 6 submissions were received (one late submission). No
submissions raised issues regarding the NES Contamination.
2 The Proposal
2.1 The application forms part of a wider programme of road widening and
improvement works along the SH1 corridor through Whangarei.
Notice of Requirement
2.2 The purpose of this Notice of Requirement (NOR) is to incorporate additional land
into the existing State Highway 1 (SH1) designation DTNZ1 in order to upgrade
four existing intersections; Kensington Avenue, Kohatu Road, Russell Road and
Manse Street. The proposal also includes widening and safety works from 160m
north of the Kensington Avenue/SH1 intersection to 220m south of the Manse
Street/SH1 intersection, a total length of approximately 800m.
2.3 The purpose of upgrading these intersections and the SH1 corridor is to address
existing intersection safety and capacity constraints causing congestion and
reducing instances of rear-end type accidents and delays at peak periods.
2.4 The most significant works involve the construction of a new roundabout at the
Kensington Avenue/SH1 intersection, including providing increased capacity at the
intersection by constructing a dedicated northbound through lane on SH1 and
increasing the number of lanes at the Kensington Avenue arm of the intersection
from two to four. These works involve permanently designating the south western
corner of Kensington Park as state highway (4,457m² of land), as well as private
land at the south western end of Powhiri Avenue and the opposite side of the
Kensington Avenue intersection.
Figure 1 – Design layout of proposed Kensington Avenue roundabout
4
2.5 Upgrading works to the other intersections involve banning right-turn movements
at Manse Street, Kohatu Street and out of Russell Road by extending a median
barrier through these intersections. This measure is intended to address safety
concerns due to restricted sight distances at these intersections while maintaining
safe left turn manoeuvres. Right-turns will still be allowed into Russell Road.
These upgrading works also require permanent designation of some private land
to widen sections of SH1 for safety reasons.
2.6 The proposal involves the alteration of access to private properties on Lower
Stanley Street (existing shared access on NZTA owned land) and some properties
on the eastern side of SH1 between Kohatu Road and Manse Street. The
intersection of Lower Stanley Street and SH1 will be relocated further to the
north, away from the proposed Kensington Avenue roundabout. The private
access points for the properties at 207 and 209 Western Hills Drive (SH1) will also
be altered.
2.7 Construction work for the project includes associated mitigation works, landscape
planting and alterations to private vehicle accesses. Works are also required
within Kensington Park to relocate car parking and remove and relocate trees as a
result of some of the works proposed extending into the Park. The construction
work are intended to take place over approximately 11 months from January to
November 2016.
2.8 More specifically the proposed construction works require:
Earthworks with a volume of approximately 12,417m3 (9,617m3 cut and
2,800m3 fill) over an area of approximately 8,516m2 (0.85ha);
Temporary drainage and sediment detention facilities associated with the
earthworks;
5
Installation of drainage facilities and stormwater control associated with
the on-going operation of the road;
Vegetation removal and replanting;
Establishment of new retaining structures;
Establishment of new road pavement; and
Relocation of services as necessary (including undergrounding).
2.9 To enable the works, the applicant proposes both permanent and temporary
designations. The permanent areas of designation are to cover the slightly
widened carriageway as well as additional land already owned and managed by
NZTA as part of the SH1 corridor that was not previously included in the
designation as shown on WDC planning maps (i.e. Lower Stanley Street and land
to the south of Manse Street2). The permanent designation boundary is overlaid
on aerial photographs in Appendix 2. The temporary areas of designation are to
allow for works along Kensington Ave (WDC road reserve) and within private
properties. These temporary designations will be lifted upon completion of the
works3. The legal descriptions and areas of land proposed to be either
permanently or temporarily designated are described in Section 1.3 of the
applicant’s planning report4.
2.10 In accordance with section 176A(2)(b) the requiring authority seeks to incorporate
details of the proposed works into the designation thus negating the need to
obtain an Outline Plan approval.
2.11 The applicant has sought a consent lapse period of 10 years under section
184(1)(c). The primary reason for this is to ensure there is sufficient time
available to allow for potential delays in the funding programme and land
purchase negotiations which could delay the construction start time, although it is
noted that NZTA are aiming towards a construction start date during the
2015/2016 earthworks season.
NES Contamination Application
2.12 An application has been made under the NES Contamination for 3,430m³ of
earthworks in the south western corner of Kensington Park as this land is
considered to be potentially contaminated in accordance with Item 10 of the
Hazardous Activities and Industries List (HAIL) (October 2011) being land subject
to “Persistent pesticide … use including sport turfs …” Land use consent is
required because neither a preliminary or detailed site investigation has been
provided to determine whether persistent pesticides have been used on this piece
of land.
2 New permanent designation boundary shown on plans in Attachment A of the notified application
(Plans DA1 – DA3 R0) 3 Temporary designation areas are shown on the Temporary Occupation Plan (Sheet 02 R2) in
Attachment C of the notified application 4 ‘Notice of Requirement by the New Zealand Transport Agency for Alteration of Designation for SH1N
Kensington Avenue to Manse Street Safety Improvements, Whangarei District’ report p repared by Ian McAlley, dated 19 June 2015
6
3 The Site and the Surroundings
3.1 The section of SH1 that is the subject of this application extends through urban
Whangarei from a point 160m north of the intersection with Kensington Avenue to
a point 220m to the south of the intersection with Manse Street (a total length of
approximately 800m). This section of SH1 is known as Western Hills Drive and it
serves as both the inter-regional route that connects Whangarei to the Far North
and Auckland and the main northern spine road within Whangarei.
3.2 There are four roads that intersect with the subject section of SH1; being
Kensington Avenue, Kotahu Road, Russell Road and Manse Street. Each of these
roads links to the state highway via a T-intersection. Although Powhiri Avenue
abuts the state highway to the east, it is a no exit street with no direct vehicle
access onto SH1.
3.3 The subject section of SH1 is characterised as follows:
Three traffic lanes (two northbound, one southbound) from Manse Street
through to Kensington Avenue, with a central median strip, reducing to
two lanes (one northbound, one southbound) to the north of the
Kensington Avenue intersection;
A posted speed limit of 50km, increasing to 70km to the south of Manse
Street;
Kerb and channel and footpaths along both sides of the carriageway and
three pedestrian crossing places with pedestrian refuges in the centre
median – one on Kensington Avenue to provide access to Kensington
Stadium and two on SH1 (one to the south of the proposed roundabout
and one to the south of Russell Road intersection);
No available roadside parking along the majority of the subject section of
SH1;
Rock walls and vegetation along the eastern side of the carriageway,
separating residential dwellings from direct access onto SH1.
3.4 The land adjacent to the project area is predominantly residential in nature. The
exception to this is the main Whangarei recreational sports park (Kensington Park)
on the eastern side of SH1 at the intersection of Kensington Avenue, which
contains a range of non-residential activities such as a childcare centre, physio
and gym, as well as being a sports venue. Generally properties on the north-
eastern side of SH1 are more elevated than the highway, with houses on the
south-western side generally below the elevation of the highway. In particular,
the properties accessed off Lower Stanley Street (zoned as a ‘road’ in the district
plan but on land already owned by NZTA) are located a significant distance (over
8m) below the SH1 carriageway.
3.5 An aerial photo and map showing the locality of the site is included at Appendix
2 and District Plan maps showing zoning and other resource area notations of
properties in the area are provided at Appendix 3.
7
4 Statutory Matters
Notice of Requirement – RQ1500001
4.1 NZTA is a requiring authority in terms of section 167 of the Resource Management
Act (RMA).
4.2 In terms of section 181 of the RMA a requiring authority (in this instance NZTA)
may give notice to a territorial authority of its requirement to alter a designation.
Section 181 is set out below:
S181 Alteration of Designation
(1) A requiring authority that is responsible for a designation may at any
time give notice to the territorial authority of its requirement to alter
the designation.
(2) Subject to subsection (3), sections 168 to 179 shall, with al l necessary
modifications, apply to a requirement referred to in subsection (1) as
if it were a requirement for a new designation.
4.3 Subsection 3 of Section 181 does not apply because the written notice of the
proposed designation has not been given by every owner or occupier of the land
directly affected; and it involves a more than minor change to the boundaries of
the designation.
4.4 Accordingly, the application is required to be assessed under S181(2) of the RMA,
and sections 168-179 shall apply.
4.5 Section 171 of the RMA (recommendation by a territorial authority) specifically
details matters to be taken into account where the NOR is being made by a
requiring authority (in this instance NZTA). Section 171 states:
(1A) when considering a requirement and any submission received, a
territorial authority must not have regard to trade competition or the
effects of trade competition.
(1) When considering a requirement and any submissions received, a
territorial authority must, subject to Part 2, consider the effects on the
environment of allowing the requirement, having particular regard to:
(a) Any relevant provisions of
(i) A national policy statement;
(ii) A New Zealand coastal policy statement;
(iii) regional policy statement or proposed regional policy
statement:
(iv) a plan or proposed plan; and
(b) whether adequate consideration has been given to alternative
sites, routes, or methods of undertaking the work if—
(i) the requiring authority does not have an interest in the land
sufficient for undertaking the work; or
8
(ii) it is likely that the work will have a significant adverse effect
on the environment; and
(c) whether the work and designation are reasonably necessary for
achieving the objectives of the requiring authority for which the
designation is sought; and
(d) any other matter the territorial authority considers reasonably
necessary in order to make a decision on the requirement.
(2) The territorial authority may decide to—
(a) confirm the requirement:
(b) modify the requirement:
(c) impose conditions:
(d) withdraw the requirement
(3) The territorial authority must give reasons for its recommendation under
subsection (2).
4.6 In addition, the applicant has sought to incorporate the details of the works within
the designation hence negating the need to submit an Outline Plan of Works prior
to the construction of the proposed works. Therefore the application is required to
be assessed in accordance with Section 176A (3) of the RMA. Section 176A(2)(b)
states:
An outline plan need not be submitted to the territorial authority if –
(b) the details of the propose public work, project, or work, as referred to in
subsection (3), are incorporated into the designation;
Section 176A(3) states:
An outline plan must show –
(a) The height, shape, and bulk of the public work, project or work; and
(b) The location of the site of the public work, project or work; and
(c) The likely finished contour of the site; and
(d) The vehicular access, circulation, and the provision for parking; and
(e) The landscaping proposed; and
(f) Any other matters to avoid, remedy, or mitigate any adverse effects
on the environment.
4.7 Section 171(1) requires the NZTA to establish that the work meets the purpose of
the Act under Part 2, particularly in terms of section 5 that outlines the purpose of
the Act as to “promote the sustainable management of natural and physical
resources”. Sustainable management means “managing the use, development,
and protection of natural and physical resources in a way, or at a rate, which
enables people and communities to provide for their social, economic, and cultural
9
wellbeing and for their health and safety while avoiding, remedying, or mitigating
any adverse effects of activities on the environment”.
4.8 Sections 172 and 173 of the Act specify the processes that apply following NZTA’s
receipt of the Council’s recommendat ion. NZTA has 30 working days to advise the
Council whether it accepts or rejects the recommendation in whole or in part, and
give reasons for its decision if it rejects the recommendation in whole or in part.
The Council is then required to serve on all submitters a copy of the decision and
publicly notify it within 15 working days. The NZTA decision is then open to
appeal under section 174 of the Act from the Council and all submitters.
4.9 A designation (including an alteration to) lapses on the expiry of five years after
the date on which it is included in the district plan unless the designation is given
effect to before the end of the period, the Council fixes a longer period in
accordance with section 184(1)(b) of the Act, or the designation specified a
different period when incorporated within the plan. The applicant has requested a
10 year lapse period in this instance.
4.10 In terms of Section 176(1) (Effect of designation) of the Act, a designation has
three main purposes, as summarised in Quay Property Management Ltd v Transit
NZ W28/2000:
1 It removes any requirement to obtain resource consents under the district
plan;
2 It gives the requiring authority consent to do anything in accordance with the
designation;
3 It prevents any use of the land subject to the designation that would prevent
or hinder the work without written permission of the requiring authority.
(Quay Property Management Ltd v Transit NZ W28/2000.)
4.11 The requiring authority is therefore able to undertake activities on land it has
designated, giving primacy to the designation over the district plan and not
requiring it to obtain resource consents for works within the scope of a
designation. In addition, ‘protection’ is given to the designated land, in favour of
the requiring authority, with any person wishing to do anything on designated
land that might prevent or hinder the work needing to first obtain written consent
from the requiring authority.
4.12 Section 176(2) states: ‘The provisions of a [district] plan [or proposed district
plan] shall apply in relation to any land that is subject to a designation only to the
extent that the land is used for a purpose other than the designated purpose’.
National Environmental Standards
4.13 The National Environmental Standard for Assessing and Managing Contaminant s in
Soil to Protect Human Health 2011 (NES Contamination’) took effect on 1 January
2012. Council is required by law to implement this NES in accordance with the
Resource Management Act 1991 (RMA). The standards are applicable if the land in
question is, or has been, or is more likely than not to have been used for a
hazardous activity or industry and the applicant proposes to subdivide or change
the use of the land, or disturb the soil, or remove or replace a fuel storage
system.
10
4.14 Earthworks with an estimated volume of 3,430 m³ are proposed in the south
western corner of Kensington Park for the construction of the new roundabout
and adjustments to the alignment of SH 1 and Kensington Avenue to link to the
roundabout. The area of the proposed works is currently in grass, road pavement
and car parking, although the wider site is predominantly used as a sports venue,
including grassed playing fields.
4.15 None of the land subject to this application is listed as being a HAIL site according
to both NRC and WDC records. However these records are continually being
updated as new information comes to light and should not be considered as a
finite record of all potentially contaminated sites.
4.16 Item 10 of the Hazardous Activities and Industries List (HAIL) (October 2011)
includes land subject to “Persistent pesticide … use including sport turfs …”
Although the proposed earthworks do not involve land currently being used for
sports fields, it is possible that this portion of the site has historically been the
subject of persistent pesticide use. Given the close proximity of the site to the
existing sports fields and lack of evidence to the contrary, it is considered ‘more
likely than not’ that the site has been used for an item included on the HAIL list.
4.17 Under regulation 5(4)(a) of the NES Contaminated Soils “disturbing soil of the
piece of land for a particular purpose” is considered an ‘activity’ and (in particular)
the volume of disturbance of soil proposed is greater than 25 m³ per 500 m²
(regulation 8(3)(c) NES Contaminated Soils), as such the proposal is not
considered to be a permitted activity. A detailed site investigation has not been
undertaken; therefore the activity does not meet the controlled activity or
restricted discretionary activity standards included in regulations 9 and 10
respectively. The proposal is assessed to be a discretionary activity in accordance
with regulation 11.
5 Consultation, Public Notification and Submissions
5.1 The applicant began consultation on this project in 2012. A summary of the
consultation and a list of key issues to arise from the consultation is contained in
Section 7 of the applicant’s planning report.
5.2 Both the notice of requirement and application under the NES Contamination were
publicly notified in the ‘Whangarei Leader’ on 26 June 2015, with the period for
receiving submissions closing on 28 July 2015. These applications were publicly
notified in conjunction with three regional consent applications submitted to the
Northland Regional Council5.
5.3 A total of 6 submissions were received on the proposed Notice of Requirement
while no submissions were received on the application under the NES
Contamination. All submissions except for one were received within the statutory
timeframes. Copies of the submissions received are included at Appendix 4.
5 APP.037417.01.01 Land Use Consent: To undertake approximately 12,417 cubic metres of cut and fill
earthworks. APP.037417.02.01 Discharge Permit: To discharge stormwater to land and the Waiarohia Stream from
land disturbance activities. APP.037417.03.01 Water Permit: To divert stormwater associated with land disturbance activities
11
5.4 The submissions are summarised in Table 1 below. It is noted that no submissions
were received from residents living on Kensington Avenue, Kohatu Road, Russell
Road or Manse Street.
12
Table 1: Summary of Submissions
Name Address Alteration of
Designation and or NES
Application
Support
/Oppose
Issues Relief Sought Wish to
be heard Yes/No
Heritage
New
Zealand
PO Box 105 291 Auckland City 1143
NOR Neutral - Agree with Geometria
archaeological assessment which
concludes there are no recorded archaeological sites within the
project area.
- Project should be subject to
accidental discovery protocols
should an unrecorded site of archaeological and/or cultural
significance be uncovered during the works.
- Supports on-going consultation
with iwi / hapu groups including but not limited to
Ngati Kahu o Torongare, Te Parawhau and Ngatiwai.
No
Table
Tennis Northland
PO Box 597
Whangarei 0112
NOR Support N/A N/A Not stated
Stuart Burt 2/36
Powhiri Avenue,
Whangarei
NOR Oppose - Kensington Avenue works will
prevent the formation of a vehicle access directly onto Kensington
Avenue, which will reduce development options and
subsequent property value.
- Increased construction and
operational noise at the submitter’s
property has not been properly considered or mitigated. Will
permanently impact on enjoyment of property and reduce property
- No specific relief requested in
relation to the potential vehicle access onto Kensington
Avenue.
- NZTA to install noise reduction
measures prior to construction starting to mitigate both
construction and operational
noise increases.
- Restrict construction hours to
8am – 5.30pm Monday to Saturday (no work on
Yes
13
Name Address Alteration of
Designation and or NES
Application
Support
/Oppose
Issues Relief Sought Wish to
be heard Yes/No
value.
- Construction hours of 7am-7pm
Monday to Saturday are
unreasonable and will provide little relief from construction effects
(noise and dust).
- Proposed construction period
(beginning January 2016) will prevent windows being opened at
the hottest part of the year.
- Inadequate consultation with submitter prior to lodgement of
application.
Sundays/public holidays).
- Resolve noise and dust issue
relating to the need to open
windows during summer 2016 prior to granting consent (relief
to resolve this issue not specified).
Wendy Langland/
Whangarei Physio
445 Kamo Road,
Whangarei (Physio is
located at Kensington
Stadium)
NOR Oppose - Loss of parking outside Kensington
Stadium as a result of roundabout
construction. Car parking is already oversubscribed, particularly during
heavy use periods (i.e. Saturday mornings) and further parking
reductions will adversely impact
their business.
- Specific parking spaces are allocated for Whangarei Physio
clients
Yes (request to
be heard withdrawn
via email on 20
August
2015)
Delwyn
House-
Tane
152
Western
Hills Drive, Whangarei
(accessed from Lower
Stanley
NOR Oppose - Agrees that the Kensington Ave/SH1
intersection upgrades are necessary
to improve safety.
- Safety concerns as proposed hairpin
bend as part of the Lower Stanley Street realignment will be directly
- Move hairpin bend so it adjoins
the communal driveway
currently used by 140 – 148 Western Hills Drive. If this is
too steep, locate the road further to the left with two
Yes
14
Name Address Alteration of
Designation and or NES
Application
Support
/Oppose
Issues Relief Sought Wish to
be heard Yes/No
Street) opposite their property, with potential for vehicles to come from
three different directions (left, right
and down the hill).
- 50% more traffic will pass by their
property due to the Lower Stanley Street alteration, increasing noise
levels and pollution.
- Headlight wash from vehicles
coming downhill on Lower Stanley
Street will shine into master bedroom and lounge. Using a fence
to mitigate headlight glare may create additional safety issues in
terms of vehicles having to stop on
driveway to get through gate and reduced sightlines.
- Loss of mature vegetation which currently provide a visual barrier
between property and SH1 with perceived noise reduction. Visual
appearance of leafy green
vegetation is preferable to proposed concrete wall.
- Increased noise of labouring and braking trucks at the roundabout.
- Concerned that existing vegetation
and fencing on their property will
hairpin bends to accommodate the steep gradient, which
would also encourage drivers to
drive slowly down the drive.
- Replant or re-landscape the
concrete wall to restore the leafy green appearance of the
area, potentially with a ‘living green wall’.
- Use asphalt as opposed to chip
seal at roundabout to reduce noise.
- Reinstate vegetation and fencing at front of property to
the satisfaction of the
submitter.
15
Name Address Alteration of
Designation and or NES
Application
Support
/Oppose
Issues Relief Sought Wish to
be heard Yes/No
not be reinstated after works complete.
- Lower Stanley Street alteration will
decrease resale and rental opportunities for their property.
Sarah Botur (late
submitter
but recommend
that submission
be
accepted)
168 Western
Hills Drive,
Whangarei
NOR Support - Proposed roundabout will improve
the safety of vehicle movements
from the submitter’s property
(currently cannot turn right onto SH1, have to turn left and do a U-
turn).
- Proposed median strip will double
as a pedestrian refuge and the
roundabout will help slow traffic, improving safety for persons
crossing the road near Kensington Stadium.
- Design could be further improved by ensuring that the
median can accommodate
people in wheelchairs and those pushing prams.
No
16
5.5 The matters raised in submissions are discussed in the Assessment of Effects
section of this report.
6 Assessment of Effects
6.1 Section 3 of the RMA defines the term ‘effect’ as including –
a) “Any positive or adverse effect; and
b) Any temporary or permanent effect: and
c) Any past, present or future effect: and
d) Any cumulative effect which arises over time or in conjunction with
other effects – regardless of scale, intensity, duration or frequency of
the effect, and also includes –
e) Any potential effect of high probability; and
f) Any potential effect of low probability which has a high potential
impact.”
6.2 The effects of this proposal are assessed in relation to the following:
Traffic Effects;
Noise and Vibration Effects;
Effects on Residential Character and Amenity;
Stormwater, Groundwater and Water Quality Effects;
Earthworks, Contamination and Geotechnical Matters;
Landscape, Urban Design and Visual Impact Effects;
Archaeological Effects.
6.3 It is noted that one of the matters that submitters have raised is the possible
impact of the proposal on property values. Impacts upon property values are not
considered an “effect” in terms of Section 3 of the RMA. There is the potential
that property values may be negatively impacted due to environmental effects and
there is a duty to “avoid, remedy and mitigate” environmental effects, however,
the possible impact of a proposal on property values per-se is not an effect that
can be considered in this process, rather it is a property valuation matter.
Traffic
6.4 The traffic effects can be split into the following categories and are addressed in
turn below:
Effect of vehicle traffic on SH1
Effect on vehicular traffic on side roads
Effect on detour routes
17
Pedestrians and cyclists
Effect on Kensington Park
Effect on private properties
Construction traffic effects
Effect of vehicle traffic on SH1
6.5 The Scheme Assessment Report (SAR) submitted with the application in
Attachment G has stated that this section of SH1 (or Western Hills Drive) carried
an estimated 21,500 vehicles per day in 2010 with a projected growth rate of 2%
annually. Wes Edwards, Traffic Consultant, has corroborated this figure with 2014
information from the notified application in his independent Traffic assessment
undertaken on behalf of WDC. Mr Edward’s report confirms that the section of
SH1 between Percy Street and Selwyn Avenue (which contains the full length of
SH1 that is the subject of this application) carries an estimated 22,580 vehicles
with an adopted annual growth rate of 3%. Mr Edward’s Assessment is included at
Appendix 5.
6.6 SH1 through Whangarei currently provides 4 lanes (2 vehicle lanes in each
direction) in some parts however along the section of SH1 subject to this
application there are only three vehicle lanes (two northbound and one
southbound). Mr Edwards, advises that a traffic volume of 20,000 vehicles per day
is a common threshold for the provision of 4 lanes on urban arterial routes such
as this section of SH1.
6.7 The SAR identifies a number of safety issues along the SH1 route and
intersections. The SAR has highlighted the following benefits of an alteration to
the existing designation in comparison with retaining the existing situation.
Allowing free traffic flow and increasing capacity at the Kensington Avenue
intersection with SH1, with reductions in travel time for the majority of
road users;
Reducing the likelihood of accidents and driver frustration at key
intersections with SH1, particularly at Kensington Avenue and Manse
Street, by restricting right turn manoeuvres from side roads and private
properties and installing a roundabout at Kensington Avenue intersection;
Provides four lanes along a section of SH1 where vehicle numbers and
growth forecasts indicate an increase in capacity is warranted;
Reduction in fuel consumption for vehicles travelling along SH1, which in
turn results in reduced operating costs for the public.
6.8 The subject alteration to an existing designation forms part of a wider programme
of improvement works by NZTA along the SH1 corridor and road connections
within Whangarei.
6.9 Wes Edwards has confirmed that the proposed widening and alterations to the
intersections along this section of SH1 will have a mixture of positive and negative
effects on traffic flows on SH1. While there will be slight delays for southbound
traffic passing through the Kensington Avenue roundabout compared to the
18
existing situation, there will be minor improvements to flows elsewhere due to the
reduction in turning movements directly onto SH1. He has stated that:
‘The introduction of a roundabout at the intersection of Kensington Avenue
will result in some additional delay for traffic travelling along Western Hills
Drive. Northbound traffic in the kerbside lane will be largely unaffected as
a result of the roundabout bypass. Traffic in the centre lane would
need to give way to any traffic turning right out of Kensington Avenue, but
traffic turning right into Kensington Avenue would no longer need to give
way to southbound through traffic. Southbound traffic passing through the
intersection will need to give way to any traffic turning right into
Kensington Avenue so will experience an increase in delay at the
intersection. Elsewhere the removal of turning movements in and out of
driveways and side roads will result in a minor improvement to the
efficiency of through movements.’
6.10 No questions have been raised through submissions as to whether the capacity
and safety improvements are required along this section of SH1.
6.11 In terms of safety improvements, Mr Edwards comments that:
‘The removal of turning movements would reduce the exposure to conflict
which would provide safety benefits along this section of road; and the
introduction of the roundabout at Kensington Avenue is expected to result in
a significant reduction in the severity of crashes at this location .’
6.12 Two submitters raised the issue of traffic safety along this section of SH1,
commenting that ‘the proposed alterations to Kensington Avenue/State Highway 1
are necessary as currently this intersection is unsafe’6 and ‘adding a median to
stand on [between the northbound and southbound lanes] and a roundabout to
slow traffic will make this safer’7. This supports the view that the proposed
upgrades to SH1 are both necessary and would be an improvement on the current
situation.
6.13 Overall the proposed widening of SH1 and the intersection improvements will
result in a positive effect in terms the capacity of SH1 and improved traffic safety
with minimal impact on traffic flows. This will have a beneficial effect in terms of
traffic flow through Whangarei.
Effect on vehicular traffic on side roads
6.14 The proposal involves the removal of right turns (both in and out) onto SH1 from
Kohatu Road and Manse Street, as well as the removal of right turns out of
Russell Road. This will result in longer travel distances for those accessing local
streets and there may also be some additional delay incurred when turning in or
out of alternative intersections to or from SH1 (such as Kensington Avenue) due
to the displacement of traffic.
6.15 The following assessment focuses on the impact of these changes for each of the
four intersecting roads (Kensington Avenue, Kohatu Road, Russell Road and
Manse Street) as well as addressing the impact of detour routes on the local road
6 Submission of D House-Tane 7 Submission of S Botur
19
network. It should be noted that no submissions have been received in opposition
to changes to these intersections.
Kensington Avenue
6.16 The primary change experienced by vehicles using the Kensington Road
intersection will be following the road rules at a roundabout as opposed to a ‘stop’
controlled intersection. Mr Edwards summarised the changes as follows:
‘Traffic turning left out of Kensington Avenue will need to give way to
southbound traffic as they do at present; however the need for southbound
traffic to give way to traffic turning right into Kensington Avenue will result in
gaps being created in the southbound traffic stream providing opportunities
for traffic to turn left out of Kensington Avenue. A similar improvement will be
provided to traffic turning right out of Kensington Avenue with the added
benefit that those vehicles will no longer need to give way to northbound
traffic or traffic turning right into Kensington Avenue, resulting in a significant
reduction in delay. The safety benefits, particularly for traffic turning right out
of Kensington Avenue, are expected to be significant.’
6.17 Given the delay reductions and safety improvements, the effects on vehicle users
of the Kensington intersection will be positive. Two submissions have also been
received in support of changes to the Kensington Avenue/SH1 intersection 8.
Kohatu Road
6.18 As Kohatu Road is a cul-de-sac road off SH1, the only affected road users will be
the three properties that have vehicle access off Kohatu Road (being 2, 4 and 6
Kohatu Road; all other properties have their main access off either Powhiri
Avenue, Oranga Road or Lupton Avenue. The primary change is the removal of
right hand turn movements (both in and out), resulting in detours being required
in order to enter the road from the south and exit the road to drive north.
6.19 Mr Edwards has identified the most direct detour routes in Figure 1 below:
8 Submissions of D House-Tane and S Botur
20
Figure 1: Detour routes for Kohatu Road
6.20 Mr Edwards makes the following comments in relation to these detours:
‘The most efficient detour for the right turn entry movement is likely to be
continuing northbound along Western Hills Drive, performing a U-turn at the
new roundabout, and then turning left into Kohatu Road. The additional travel
distance is approximately 360m (0:26 minutes @50km/hr plus delay at the
roundabout). The sometimes-difficult right-turn manoeuvre is replaced by a U-
turn at a roundabout and a left-turn.
The most efficient detour for traffic currently turning right out of Kohatu Road
would be to turn left into Western Hills Drive, left into Manse Street, left into
Lupton Avenue, left into Kensington Avenue, and then right into Western Hills
Drive at the new roundabout for an additional travel distance of approximately
1.8km (2:10 minutes @ 50km/hr plus delays at intersections). There are
alternate routes depending on the final destination, including the use of Kamo
Road. The right turn out of Kohatu Road could currently be difficult at times,
particularly as the sight distance to the north is constrained. That
movement is replaced by a longer and more circuitous route; however no
right turns are required except at the new roundabout.
The proposal is expected to lead to improved road safety for users of
Kohatu Road.’
6.21 The greatest inconvenience will be the additional 2 minute travel time for drivers
wishing to drive directly north or access their properties from the north, as the
changes to driving routes in an east, west or south direction are minimal (less
than 30 seconds). However, given the existing safety concerns at this intersection
with SH1 (and the associated delays with trying to make a right hand turn
manoeuvre out of the road with limited sightlines), the improvement to the safety
21
of the intersection is considered to balance out the slightly longer journey times
when driving to or from the north. The redesign of this intersection is appropriate.
6.22 No submissions have been received in relation to the changes to this intersection.
Russell Road
6.23 The Russell Road intersection with SH1 is the only road intersection on the
western side of SH1 to be altered as part of this proposal. Initially the applicant
proposed to prevent right turn manoeuvres both in and out of Russell Road. After
consultation feedback the applicant amended the proposal to allow for right turns
in. As such the only change proposed is preventing right turns out for vehicles
exiting to drive south.
6.24 Mr Edwards has identified the most likely detour routes as follows:
‘The proposal will result in right turns out of Russell Road being removed at
Western Hills Drive. The additional travel distance required to detour around
the turn restriction will depend on the origin of the journey, and for example a
trip originating at the northern end of Russell Road is likely to use Douglas
Street in any case (no change) and a trip originating near the southern end is
likely to undertake a U-turn around the new roundabout for an additional 630m
(45 seconds @ 50km/hr plus delay at roundabout).
The proposal is expected to lead to improved road safety for users of Russell
Road.’
6.25 Given the relatively short delay resulting from the detour (45 seconds), the
improved safety of the intersection and the restricted number of affected
residents (southern half of Russell Road) the adverse effects resulting from the
detour will be minimal and are an appropriate response to address the existing
safety issues.
6.26 No submissions have been received in relation to the changes to this intersection.
Manse Street
6.27 Manse Street is a key east/west connection route through Whangarei, which links
three of the main north/south routes through the city. Mr Edwards has also
highlighted its importance as a transport route to three schools – Whangarei Girls
High School, Whangarei Boys High School and Whangarei Primary School.
6.28 Similarly to Kohatu Street, the proposal involves restricting right turn manoeuvres
in and out of Manse Street to resolve existing safety concerns relating to
sightlines, particularly when looking north turning right out of the intersection.
6.29 Mr Edwards has summarised the required detours as a result of the proposal as
follows (also shown in Figure 2):
The proposal will result in right turns in and out of Manse Street being
removed at Western Hills Drive. The additional travel distance required to
detour around the turn restrictions will depend on the origin of the journey,
and for example a trip originating at the eastern end of Manse Street will
have a shorter detour than a trip originating at the western end.
22
The most efficient detour for the right turn entry movement is likely to be
continuing northbound along Western Hills Drive, performing a U-turn at the
new roundabout, and then turning left into Manse Street. The additional
travel distance is approximately 700m (50 seconds @50km/hr plus delay at
the roundabout). The sometimes-difficult right-turn manoeuvre is replaced by
a U-turn at a roundabout and a left-turn.
The most efficient detour for traffic currently turning right out of Manse
Street is likely to be along Lupton Avenue, left into Kensington Avenue, and
then right into Western Hills Drive at the new roundabout for an additional
travel distance of approximately 1.45km if starting at the west end of Manse
Street (1:41 minutes @ 50km/hr plus delays at intersections) or about 200m
(14 sec) if starting at the east end. There are alternate routes depending on
the final destination, including the use of Kamo Road. The right turn out of
Manse Street is currently difficult at times. That movement is replaced by a
longer and more circuitous route; however no right turns are required except
at the new roundabout.
The proposal is expected to lead to improved road safety for users of Manse
Street.
Figure 2 – Detour Routes for Manse Street
6.30 The longest detour route will be required for residents at the western end of
Manse Street wishing to drive directly north (additional travel time of 1.41
minutes). Although this is a longer distance to drive, the inconvenience needs to
be balanced against the existing delays when attempting to turn right out of
23
Manse Street plus the safety risks associated with this manoeuvre when sightlines
are restricted. Turning in to Manse Street will require a shorter detour with the
added advantage of a safer U-turn at a roundabout as opposed to a right hand
turn across a lane of downhill driving traffic.
6.31 Overall, the increased travel time and distance for residents and users of Manse
Street as a result of this proposal is considered to be balanced by the safety
improvements to the intersection with SH1 and the safety improvements at the
Kensington Avenue intersection (as the alternative link to SH1).
6.32 It is understood that NZTA has undertaken pre-lodgement consultation with all
three schools in the vicinity of Manse Street, including a presentation at
Whangarei Boys High School, in relation to school traffic being redirected onto
Kensington Avenue as opposed to Manse Street. Whangarei Boys and Girls High
Schools were directly notified of the application (as part of the wider public
notification process) and no submissions were received.
6.33 No other submissions have been received in relation to the changes to this
intersection.
Effects on Detour Routes
6.34 The changes to the way people access SH1 via Kensington Avenue, Kotahu Road,
Russell Road and Manse Street will have an impact on other surrounding local
roads as they will be used as detour routes. Mr Edwards comments on this issue
as follows:
The addition of the roundabout at Kensington Avenue may make the use of
that intersection more attractive to some drivers who would otherwise choose
to use an alternate route to avoid the difficult right turn into Western Hills
Drive; however any change to overall traffic volumes is likely to be relatively
small and not generally noticeable from casual observation.
…
The detours required as a result of the removal of right turn movements on
Western Hills Drive are expected to result in some additional traffic using
streets such as Lupton Avenue or Kamo Road and Kensington Avenue. The
additional traffic would result from diverted traffic that would otherwise make
a right turn out of Kohatu Road or Manse Street and during the after-school
period this traffic volume could be moderate although that peak period is of
relatively short duration.
The additional volume using Lupton Avenue (or other streets) is unlikely to be
sufficient to warrant any changes to those streets in order to cater for the
higher traffic volumes.
6.35 This assessment is concurred with. At peak periods some drivers may already be
using these detour routes as an alternative to attempting difficult right turns out
of or into Kohatu Road and Manse Street. Increases in traffic using side roads
such as Lupton Avenue are likely to be small or focused during specific peak
periods (i.e. after school traffic) and Mr Edwards has confirmed that the local road
network is able to cope with the additional vehicles. As such the associated
effects of increased traffic volumes on these streets is considered to be
acceptable and does not require any specific mitigation.
24
Effects on Pedestrians and Cyclists
6.36 Wes Edwards has advised that the proposed widening will have little if any effect
on the volume of traffic and that the proposal would be neutral in regard to the
effects of additional traffic volumes on pedestrians and cyclists. Only the physical
form of the proposed changes to the road and footpaths have been considered.
6.37 There are three key effects to consider: the impact of the proposed changes on
pedestrians using altered footpaths, pedestrians crossing roads and the impact on
cyclists using SH1.
6.38 1.8m wide footpaths will be provided in very similar locations to existing
footpaths, on both the western and eastern sides of SH1 (except for the western
side of SH1 south of Russell Road, where there is not currently a footpath) . A
footpath width of 1.8m is generally sufficient to allow two wheelchairs to pass
each other and is considered to be an appropriate width in this context. The only
significant change to pedestrian route alignments occur at the end of Powhiri
Avenue, where a new walkway link further away from SH1 is proposed. Mr
Edwards notes that the walkway will have a flatter gradient, which improves
accessibility, however pedestrians walking from the south wishing to access
Powhiri Avenue will need to walk to the corner of Kensington Avenue and SH1 to
access the new footpath. As this is only likely to affect a small number of
pedestrians, the inconvenience is considered to be minimal.
6.39 The effects of the pedestrian crossing roads as a result of the new layout have
also been assessed. The main change is the introduction of raised median strips,
which have been designed to provide crossing places and narrow areas of refuge
for pedestrians at three locations – east and south of the roundabout on
Kensington Avenue and further south on SH1 near Russell Road. I concur with Mr
Edward’s assessment that providing a crossing point to the north of the
Kensington roundabout would be unsafe due to the merging of the northern
bypass lane with northbound traffic from Kensington Avenue.
6.40 The impact of these medians has been assessed by Mr Edwards who has stated
that:
At the Kensington Avenue intersection crossing the roads as a pedestrian is
difficult due to the high volume of traffic, and the absence of any central
islands. The introduction of the roundabout results in the provision of some
traffic islands that allow the crossing movement to be divided into sections
which would make the task easier; however crossing these roads in close
proximity to the roundabout would remain somewhat difficult when crossing the
departure side of the road due to the difficulty of predicting where vehicles will
come from and the more continuous flow pattern at the exits of the
roundabout.
6.41 Although the volumes of traffic and multiple traffic lanes mean crossing SH1 and
Kensington Avenue will still have an element of risk, the provision of pedestrian
refuges and designated crossing points is seen as an improvement on the current
situation.
6.42 The issue of being able to cross SH1 safely (particularly to access Kensington Park
and associated facilities) was raised by Sarah Botur in her submission. She stated
that the proposal will improve pedestrian safety for her family when accessing
25
Kensington Park. In response to her request to design the pedestrian crossing
points to accommodate prams and wheelchairs, Mr Edwards notes that the
crossing ramps and gaps in the islands around the Kensington Avenue roundabout
will allow for wheeled vehicles (i.e. wheelchairs) to cross SH1 at these points.
6.43 Along this section of SH1 there is currently no dedicated cycle lane, although the
lane width is such that this provides space for cyclists. Under the proposal SH1
would be marked with 1.5m wide shoulders on each side of the road; these
shoulders will not be demarcated as dedicated cycle lanes but in practice they
would serve that function. It is also noted that less confident cyclists could take
advantage of the pedestrian refuges in the median islands to navigate Kensington
roundabout if necessary.
6.44 To further improve safety options for cyclists, Mr Edwards recommends making
the footpaths at the north eastern and south eastern corners of the
Kensington/SH1 intersection ‘Shared Paths’ to enable cyclists to use the footpath
legally. NZTA has already widened the footpaths in these locations so they are a
sufficient width to be used by both cyclists and pedestrians. Thi s recommendation
is concurred with.
Effects on Kensington Park
6.45 The only transport related effects on Kensington Park relate to the relocation of
65 car parks (primarily from the south western corner of the park to a new
parking area at 87 Western Hills Drive9) and the relocation of the driveway access
to the park from Kensington Avenue.
6.46 In terms of the parking spaces, there will be no net loss of available parking
spaces for users of Kensington Park (and the associated businesses that have set
up inside the stadium complex). The only change will be the location of the
parking spaces, with the majority of spaces moving from the south of the stadium
to the north of the stadium. Although the new parking area at 87 Western Hills
Drive is slightly further away from the stadium building all of the parking spaces
are contiguous and easily accessible from the stadium. The potential traffic effects
of the parking relocation are negligible.
6.47 Mr Edwards has commented that the effect of relocating the Kensington Park
access driveway on Kensington Avenue further to the east is also considered to be
negligible.
Private Property Access
6.48 The proposal will impact on private property accesses from properties on the
eastern and western sides of SH1. Changes in respect of traffic include right turn
restrictions due to the proposed median islands, altered location and/or alignment
of vehicle crossings and driveways and changes to required manoeuvring within
properties and driveways.
6.49 Mr Edwards has broken down his assessment into groups of properties that will
experience similar effects as follows:
9 59 existing parking spaces are lost from the southern end of Kensington Park and 6 will be lost from
adjacent to 87 Western Hills Drive as a result of the new carpark formation (a total of 65 existing parks lost). These car parks will be replaced with 19 new parks at the southern end of Kensington Park and 46 new parks at 87 Western Hills Drive - a total of 65 new parks.
26
130-158 Western Hills Drive (currently accessed via Lower Stanley Street
but will experience new alignment of shared driveway)
160-172 Western Hills Drive (closure of individual crossings with access
diverted to Lower Stanley Street, with new alignment of shared driveway)
174-206 Western Hills Drive (properties on western side of SH1 with
proposed restricted right turns)
207-209 Western Hills Drive (properties on eastern side of SH1 with
proposed restricted right turns)
6.50 The effects on private property access have been assessed by Mr Edwards as part
of his traffic assessment. Specific consideration has been given to visibility,
manoeuvrability, constrained right hand turns and increased travel
times/distances.
6.51 The most significant changes will be experienced by those properties that will use
Lower Stanley Street for SH1 access (both current and proposed users). The
proposal involves relocating the intersection of Lower Stanley Street and SH1 to a
position further to the north, away from the proposed roundabout to avoid conflict
with the northern bypass and northern roundabout exit lanes. Mr Edwards has
confirmed that sight distances at the proposed intersection location comply with
the Austroads design guideline by a narrow but acceptable margin.
6.52 This relocation will mean that users of Lower Stanley Street will have a slightly
longer travel distance when travelling south (approximately 120m) but the
relocation means that right turn manoeuvres do not have to be restricted.
6.53 The redesigned Lower Stanley Street layout involves two new turns to navigate the
relatively steep topography in this area. This has been assessed by Mr Edwards in
respect of the manoeuvrability of medium and large rigid trucks (MRT and LRT
respectively):
The MRT design vehicle generally represents urban delivery trucks, rubbish
trucks or fire appliances. The diagrams show that a MRT vehicle turning into
Lower Stanley Street would occupy the full width of the carriageway. Any
vehicle exiting the street would need to wait for the truck to pass through the
bend, or a queue of vehicles waiting to exit the street could prevent a truck
from entering. The MRT vehicle would need to undertake a three-point turn to
enter the lower part of the street.
The LRT design vehicle generally represents furniture removals trucks such as
used when people move house. The provided diagrams10 show that truck
entering the street via a right turn. A left turn entry is likely to be too difficult
and impractical for such a vehicle. This truck could not enter the street if a car
was waiting to turn right into Western Hills Drive and could only enter at slow
speed with minimal clearances on either side of the vehicle. This vehicle is also
shown reversing into the lower part of the street as the hairpin turn would be
too tight for this truck. This truck would need to turn around at some point in
order to avoid reversing into Western Hills Drive however there is no place
where a simple turn could be executed. The most likely location for a turn, at
the T-intersection within the street, would require multiple manoeuvres.
10 Contained in Attachment Ba of the notified application
27
6.54 Although these manoeuvres for MRT and LRT will be difficult, I agree with both
Mr Edwards and NZTA that the existing layout of Lower Stanley Street has similar
manoeuvring issues and that the steep topography of this portion of the SH1
carriageway make alternative designs largely impractical. One submitter
suggested two alternative designs11 for Lower Stanley Street to move the
proposed hairpin bend away from their property at 152 Western Hills Drive. Mr
Edwards has responded that neither of these alternatives are practical as follows:
The requested relief of relocating the T-intersection to the extension of the
shared driveway to #140-148 would result in a steep gradient and is not
considered to be practical. The alternative, of providing two hairpin bends to
descend the grade is also not practical as there is insufficient space to
accommodate two such turns and such an alignment would also preclude
truck access.
6.55 The alternatives suggested above were in response to the submitter’s safety
concern regarding additional traffic using the hairpin bend outside their property,
which would conflict with their driveway access. Mr Edwards responded to this
concern as follows:
In my view there would be additional conflict at this location, and the traffic
volumes in the street would be higher as a result of additional properties
needing to use the street; however the volume of traffic in the street would
continue to be low and as a result I do not consider the effect on safety at
this location to be high.
6.56 It is understood that NZTA have been in contact with this submitter regarding her
submission but that no changes to the design of Lower Stanley Street are
proposed as a result of these discussions at the time of writing.
6.57 Given the topographical constraints in the area, the existing environment to be
considered as a baseline and lack of viable alternatives, I consider that the
proposed alignment of Lower Stanley Street to be the best practicable option from
a traffic safety perspective. It will still allow all current and proposed users of the
shared driveway to access SH1 without right turn restrictions and all properties
will be able to manoeuvre onto Lower Stanley Street in a safe manner.
6.58 In respect of the other private properties affected by the proposal (174-206, 207
and 209 Western Hills Drive), the main effects are associated with restricted right
turn manoeuvres and increased trip times/distances. I concur with Mr Edward’s
assessment that increased trip times/distances will be similar to those experienced
due to the closure of right turn manoeuvres at intersections with SH1. In the case
of 174-206 Western Hills Drive, the changes will result in maximum additional
travel distance of 1.15 to 1.45km (1:23 to 1:44 minutes plus delays at
intersections), while the properties at 207 and 209 Western Hills Drive will need
to take detours similar to those residents living at the western end of Manse
Street.
6.59 In the same manner as the right turn intersection changes were assessed, it is
considered that the inconvenience experienced by residents of these properties is
acceptable given the safety improvements that a central median island and
reduced turning conflicts will have on this section of SH1.
11 Submission from D House-Tane
28
Vehicle Access to 2/36 Powhiri Avenue
6.60 A submission was received from the owner of 2/36 Powhiri Avenue in relation to
property access12. 36 Powhiri Avenue is a cross leased site, with both dwellings
(one of which is owned by the submitter) gaining vehicle access from Powhiri
Avenue. The submitter opposes the upgrades to Kensington Avenue on the basis
that it will prevent him from ever forming a vehicle crossing onto Kensington
Avenue as his property has dual frontage. There is currently pedestrian access
onto Kensington Avenue from the property, which will be maintained.
6.61 Mr Edwards has considered whether a vehicle crossing is likely to be approved
onto Kensington Avenue – both before and after the proposed works. A full
assessment of this issue is contained in Appendix 5, however to summarise it is
considered unlikely that WDC would grant approval for a second vehicle access
onto Kensington Avenue based on the current situation for the following reasons:
WDC’s engineering standards requ ired that dual frontage properties form
vehicle accesses onto the lower class of road unless the higher class can
be shown to be more appropriate – in this case Powhiri Avenue is a local
road and Kensington Avenue is an arterial road.
The frontage of the site to Powhiri Avenue is wide enough to allow for two
separate vehicle crossings from both dwellings on site, so there is no
practical reason to split the crossings across both frontages.
The location of the property is too close to the intersection of Kensington
Avenue and SH1 (61m where 70m separation is required). WDC would
likely decline the application on the grounds of traffic safety.
6.62 Based on this assessment I concur with Mr Edwards that the submitter would be
unlikely to gain approval for a secondary vehicle access onto Kensington Avenue,
with or without NZTA’s proposed upgrades to SH1 and Kensington Avenue. As
such the proposal is not reducing the development opportunities of the property
at 2/36 Powhiri Avenue.
Temporary Traffic Effects during construction
6.63 Wes Edwards has advised that any adverse effects from the proposed road
widening would be similar to other road works that could currently be undertaken
within the existing SH1 designation. Similarly the works within Kensington Park
could also be undertaken by WDC under their parks designation. Construction
traffic effects such as traffic delays and contractors parking vehicles would be
experienced if NZTA undertook upgrading work to SH1 within the existing
designation boundaries.
6.64 The proposal does involve changes to individual driveways within private
properties, the demolition and removal of fences and the construction of new
fences. The scale of those effects is considered to be relatively minor and on an
individual property basis should be of a short duration.
6.65 A Construction Management Plan has not been submitted with the application,
however a construction programme has been submitted, which indicates the sort
of construction sequence. It confirms that SH1 can be kept open during the
12 Submission from S Burt
29
construction period from January to November 2016 by reducing three lanes to
two during the entire construction period. Replacement parking is currently being
constructed and will be provided prior to works beginning in Kensington Park
resulting in the loss of carparks. Finally the construction of the realigned Lower
Stanley Street will occur prior to the main roundabout works to maintain access
from these properties to SH1. It is recommended that a detailed Construction
Traffic Management Plan be prepared and submitted for the approval of Council
officers as a condition should the application be recommended for approval.
Summary of Traffic Effects
6.66 Any adverse traffic effects are considered to be minor. I am in agreement with the
traffic analysis and assessment undertaken by Wes Edwards and his conclusions that
any adverse effects to individual properties would be minor. I also concur with the
assessment that any adverse effects will be sufficiently outweighed by the wider
benefits (positive effects) as a result of the road improvements. I generally concur
with the following conclusions from Wes Edwards’ in respect of traffic:
The NZTA proposal includes changes to intersections and widening of the road
that would provide significant benefits to motorised traffic travelling on State
Highway One as a result of reductions in delay and a reduction in crash risk due
to a reduction in movements at intersections.
Right turns at some side roads and a number of individual properties will be
prevented by the proposed changes and this will require motorists to undertake
detours to circumvent the prevented turns. This will incur a cost due to the
added travel distance and time but will provide a benefit from improved safety
resulting in fewer crashes. The NZTA material does not provide an economic
analysis of these costs and benefits. The NZTA and Council could implement
turn restrictions at the affected side roads at any time without a change to the
designation, and NZTA could conceivably introduce a median island preventing
right turns at driveways within the current designation, potentially by removing
the marked shoulders. As a result the effects of the turn restrictions could be
considered to be within a permitted baseline. In any case the expected
improvement to the poor crash record at the Manse Street intersection
expected as a result of the proposal is considered to be a considerable benefit,
and it is expected that benefits would also arise from the implementation of the
other turn restrictions.
The diversions would result in increased volumes on some local streets and at
some intersections. The local streets are considered to have adequate capacity
to accommodate the increased traffic volumes.
…
The intersection of Lupton Avenue and Kensington Avenue is likely to
experience an increase in delays exiting Lupton Avenue during peak periods.
The effect on individual properties has been evaluated and in most cases
results in a minor adverse effect, principally as a result of the detours required
to deal with the restricted turns.
The transport-related effects arising during construction are considered to be
restricted to construction work being closer to dwellings than it might be if the
designation were not altered, and the reconstruction of fences and driveway
30
crossings. In each case the transport-related effects are considered to be minor
given appropriate construction and traffic management and liaison with
property owners.
The proposal is considered to have substantial benefits for motor vehicle traffic
using the State Highway and the adjacent road network. Cyclists would
experience some beneficial and some adverse effects and the overall effect on
cyclists is considered to be slightly beneficial. Pedestrians would receive some
benefit from the provision of informal crossing points with central islands.
Motorists in the local area would need to travel increased distances as a result
of the removal of turning movements from the side road intersections and
private property accesses.
There are numerous other effects that will be assessed by others, but from a
traffic viewpoint the proposal would have significant benefits for through motor
vehicle traffic at the expense of minor adverse effects for users of driveways
and side roads. At this point, prior to hearing the outcome of further
consultation and the presentations of NZTA, Council and submitters; in my
opinion the adverse effects of the proposal have been sufficiently mitigated to
the point where the overall benefits sufficiently outweigh the overall adverse
effects. I recommend that the Notice of Requirement be supported.
Noise and Vibration
6.67 The potential noise and vibration effects from the alteration to the SH1
designation and upgrading of intersections require consideration in respect of
operational and construction effects. The applicant relies on expert noise reports
prepared by Hegley Acoustic Consultants (HAC) which have been peer reviewed
by Jon Styles from Styles Group. Mr Styles ’ assessment is included at Appendix 6
to this report.
6.68 The following assessment is divided into three sections – operational noise;
construction noise and operational and construction vibration.
Operational Noise
6.69 Traffic noise is normally assessed differently from other environmental noise
because of its largely continuous nature and because it is generally tolerated to a
somewhat greater degree than other noise. In respect of this proposal there are
differing opinions between the HAC reports and Mr Styles as to the degree of
operational noise change likely to be experienced by properties adjacent to the
SH1 corridor, particularly with respect to properties on the western side of the
corridor adjacent to the steepest section of gradient.
6.70 It is my understanding that the root of this disagreement stems from a degree of
uncertainty as to the reliability of the HAC noise modelling and noise testing.
Although numerous attempts were made through s92 requests and meetings to
resolve the discrepancy, at the time of writing this report Mr Styles is still of the
firm opinion that the HAC noise reports are not able to be relied upon.
6.71 The HAC noise reports rely on a combination of noise modelling supported by
onsite testing to form a current operational noise baseline. The latest written
response from HAC confirms that they are confident that the combination of
31
modelling and testing provides an accurate picture of the likely operational noise
for the Design Year. This confidence in their modelling is important as it
underpins two important assumptions made by NZTA in their proposal:
That the modelling/testing shows noise levels reducing for a number of
Protected Premises and Facilities (PPFs) as a result of the proposed
changes; and
Based on this modelling/testing, none of the properties adjacent to the
relevant section of SH1 corridor breach the thresholds for full acoustic
assessment under NZS6806:2010 Acoustics – Road-traffic Noise – New
and Altered Roads (the ‘Standard’)13.
6.72 These two assumptions have influenced NZTA’s approach to designing the road
corridor as they have concluded that no further work is required in terms of
physical noise mitigation measures, including acoustically effective fences, low
noise surfacing, median barriers or any other mitigation. NZTA have confirmed
that the only noise fence included in the application is a fence along the eastern
boundary of 36A Powhiri Avenue, which is necessary to meet the design noise
levels due to the loss of the existing house at 38 Powhiri Avenue.
6.73 Mr Styles has set out in his report why he considers the HAC reports cannot be
relied upon for the purposes of determining compliance with the Standard
(including subsequent s92 responses, all contained in Attachments L, La and Lb to
the notified application):
Concentrating only on PPFs 9, 10, 11, 13 and 14 (refer HAC Report Appendix
A and Table 3) the noise levels are predicted to increase by 1dB for the do-
nothing scenario, and decrease by 0-2dB for the do-minimum. The increase
of 1dB for the do-nothing correlates well with no change to the road surface
or alignment and only a small increase in the traffic flow.
However, the predicted reduction in noise level for these receivers is not
consistent with the design and traffic predictions when considering that:
i. The HAC Response states that the surface will remain the same so this
can effectively be ignored with respect to the change in noise level;
ii. The predicted traffic flow for SH1 (for the design year) is greater than
existing which will increase the noise level;
iii. The northbound through lane will be closer to the PPFs than the current
lane, and the through lane will carry a greater percentage of HCVs
which will increase the noise level; and
iv. There is no other physical mitigation proposed for those receivers
including fences or embankments and the new elevation is
approximately the same as the existing. Although the western
embankment will shift west it is to accommodate a footpath (mostly)
and will not therefore provide any extra appreciable screening of the
13 The threshold test being either:
(a) the Do-minimum level predicted at a PPF is 64dB LAeq(24hr) or greater and the Do-minimum level exceeds the Do-nothing level by 3dB or more; or
(b) if the Do-minimum option is greater than or equal to 68dB LAeq(24h)
32
road surface or truck exhausts. No reduction in noise level can be
therefore assumed from physical measures.
Taking these factors into account, it is only possible that the noise level will
increase at these receivers as a result of the project.
6.74 It is understood that NZTA are confident that the reduction in noise shown by the
model for the receivers on the western side of SH1 adjacent to the steepest part
of the incline can be explained by noise reductions from the southbound lane,
effectively offsetting any noise increases from the closer northbound lane. More
specifically that the southbound (downhill) lane further away from the receivers
will be better screened by the altered alignment of the design and a median
barrier along some of its length.
6.75 Mr Styles disagrees with this explanation on the basis that:
The northbound lane is immediately adjacent to the receivers identified above
and they are located along the section of the alignment comprising a
relatively steep grade leading to the proposed roundabout and through-lane.
Throughout this section of road, both light and heavy vehicles will be
generating more noise as they ascend the slope (particularly heavy vehicles).
An increase in noise level of 0.3dB per percent of gradient is normally applied
to upward slopes, which in this case results in an increase to the predicted
noise level of up to 3.3dB compared to a flat section of road or a downhill
slope.
As above, the Third HAC Response states that the design will yield an
increase in the screening between the western receivers and the southbound
lanes, and this will result in the overall noise level reducing by 2dB in the
Design Year, despite traffic flows increasing, no change to the surfacing and
no physical mitigation being applied to the noise from the northbound lane.
Simple mathematics shows that even the hypothetical elimination of noise
from the southbound lane, (i.e. no traffic at all) would not give the reductions
predicted in the HAC reports for the Design Year. It is therefore not
reasonable to suggest that an improvement in screening for the southbound
lane only would yield a reduction in noise level. The reason for this is
because the northbound lane is much closer to the affected dwellings and by
virtue of the steep slope the traffic using it generates noise levels
approximately 3dB higher than the southbound lane. When considering the
much shorter separation distance between the northbound lane and the
receivers, and the higher noise level generated within it, the noise generated
by traffic in the southbound lane has an almost negligible effect on the
exposure of the western receivers.
Given the physical circumstances of the design, traffic flows and road
conditions I consider that the noise level at the western receivers must
increase in the design year, contrary to the HAC advice.
6.76 This discrepancy between the acoustic experts in this regard raises doubt as to
whether the proposal breaches the threshold of the Standard and whether a full
assessment under the Standard is required to properly understand the operational
noise implications of the proposal. Mr Styles is of the opinion that the only way to
ensure appropriate noise mitigation is being undertaken is to undertake a detailed
33
acoustic assessment under the Standard prior to construction, particularly as the
Best Practicable Option (BPO) may indicate design changes to the road itself:
Relying simply on post-construction noise measurements to determine what
mitigation measures might be necessary precludes the multidisciplinary
assessment to determine what constitutes the BPO for road noise mitigation.
It is very important to note that the BPO might not be limited to tall fences
on the residential property boundaries (which will in any case be limited in
their effectiveness by the gaps needed for driveways). It might be that
surfacing, solid median barriers and /or modifications to the dwellings
themselves could be the most practicable options.
6.77 While I appreciate the position of both acoustic experts, the focus of my
assessment from an effects perspective is ‘what level of noise mitigation is likely
to be required if it is accepted that the model is inaccurate?’ i.e. what properties
are most at risk of requiring noise mitigation in order to appropriately mitigate the
effects of operational noise? I do not consider that the uncertainty over the level
of noise effects is a fatal flaw to the proposal – even if a full assessment was
undertaken at this stage of the proposal it is highly unlikely that it would show
that the operational noise is unacceptable and unable to be appropriately
mitigated. However I agree that the risk to proceeding with this application
without undertaking a full assessment under the Standard is that road mitigation
options such as surfacing or solid median barriers are off the table. Monitoring
effects after the road opens effectively limits mitigation options to changes to
private properties, i.e. noise fences or mechanical ventilation, which can only be
undertaken with landowner consent.
6.78 In the interests of working on a pragmatic condition, Mr Styles has narrowed
down the number of properties that he feels are ‘at risk’ of breaching the
thresholds, i.e. the modelled design year results are close enough to the
thresholds that a degree of error in the modelling would likely cause a breach.
There are clearly some receivers who are not at risk of breaching the thresholds
of the standard, even allowing for a degree of error in the noise modelling, i.e.
rear sites where the dwelling is a significant distance from the carriageway, the
users of Kensington Park and properties on the eastern side of SH1 not
immediately fronting the carriageway.
6.79 These ‘at risk’ properties are similar to the list provided by NZTA’s planning
consultant when similarly asked for pragmatic condition wording. If it is accepted
that the model has a higher degree of inaccuracy than typically allowed for, NZTA
has identified the properties at 160, 172, 174 and 190 Western Hills Drive and 2
Kohatu Street as being the most ‘at risk’ of requiring specific noise mitigation. Mr
Styles has identified three additional properties at 162 and 192 Western Hills
Drive and 36 Powhiri Avenue (this includes both dwellings on cross leased titles)
that he would see as being part of this high risk group.
6.80 If the Hearing Commissioner is of a mind to recommend approving the NOR, it
would be essential to recommend a noise condition that required monitoring along
the entire length of the realigned SH1 corridor, with particular emphasis on
testing at the ‘at risk’ properties. This condition would then need to require that
whatever BPO was necessary to mitigate noise effects to an acceptable level was
offered in writing to affected dwelling owners, to be implemented at NZTA’s cost.
Provided such a condition was included in the designation, it is considered that
34
the effects of operational noise could be mitigated to an acceptable level,
although the implementation of any BPO relating to road design would not be able
to be achieved.
6.81 Work is currently being undertaken with NZTA’s planning consultant to agree on
the wording of a workable condition, which will be tabled at the hearing.
Construction Noise
6.82 The District Plan contains specific rules related to construction noise. The same
rule related to construction noise occurs in all Environments:
Any activity is a permitted activity if:
a) Noise from construction, maintenance and demolition work, meets the
limits in NZS 6803:1999 Acoustics – Construction Work; and
b) Sound levels are to be measured in accordance with NZS 6803:1999.
Any activity that does not comply with a condition for a permitted activity is a
discretionary activity.
6.83 It is stated within the application that the entire project is likely to take around 11
months, however the fact that the exact construction schedule is not finalised
(and to a large extent relies on the contractors awarded the project) makes it
difficult to assess the effects of construction noise in relation to specific
properties.
6.84 It is predicted that construction noise levels in excess of those allowed for as a
permitted activity are likely to occur at many of the buildings adjacent to the
proposed works area. The applicant has confirmed that the majority of the
proposed road widening would be undertaken between 7am – 7pm Monday to
Saturday, however some night time works will be necessary (anticipated to be 9
nights over the course of 11 months, in two blocks of 4 nights and 5 nights).
6.85 The applicant has also stated that a noise ‘management approach’ will be taken to
continually monitor the impact of construction noise and reduce the extent and
duration of effects where possible as follows:
Limiting night works (duration and extent) as far as practicable;
Communication with landowners, with procedures put in place to advise
adjacent occupiers individually and mitigate any issues that arise on a
case-by-case basis;
Providing a minimum one-week separation between any night works; and
If complaints are received and measured noise is found to be an excess of
the required standards then residents should be offered alternate
accommodation.
6.86 Mr Styles has undertaken an independent assessment of the construction noise
effects associated with the proposed works. Although he considers that the HAC
assessment should have provided more detail with respect to construction noise,
he was satisfied with the further information provided by NZTA’s engineering
team. With regard to construction noise he has stated:
35
Response point 24 of the s92 response prepared by Northern Civil
Consulting Engineers (NCC) provides a commentary on the construction
noise issues and proposes a set of conditions to manage the effects.
Response 27 also sets out that a Construction Management Plan is
proposed and that this will deal with construction noise issues. Whilst the
conditions that NCC have recommended could be considered be considered
comprehensive for the management of construction noise, I am of the
view that they will suffice for the nature and scale of this project…
I consider that given the nature and scale of the works proposed and if
compliance with the conditions proposed by NCC is achieved, the
construction noise effects will be reasonable.
Construction and Operational Vibration
6.87 Rule 36.3.13 of the District Plan contains the Living Environment rules for both
construction and operational vibration, with standards outlined in Appendix 10.
6.88 Potential effects from vibration during construction will be generated from a
number of sources, including:
Hydraulic hammers/rock breakers;
Vibratory rollers and compactors;
Jackhammers; and
Heavy construction vehicle traffic travelling over a rough surface.
6.89 It is stated within the application that some residences may be impacted more
than others at certain times, depending on the exact location of the works in
relation to each residence but that no specific mitigation is required or proposed,
other than monitoring vibration effects in accordance with a Construction
Management Plan.
6.90 Mr Styles has considered the construction and operational vibration effects and
has stated:
I consider that the likelihood of any construction vibration issues arising
that might generate more than a minor adverse effect is unlikely.
6.91 He has not provided comments regarding operational vibration but it is
understood that adverse vibration effects post construction are also considered to
be unlikely and will comply with the permitted standard for adjacent residential
properties. As such, no specific conditions relating to vibration are proposed.
Submissions
6.92 One submitter (Stuart Burt) raised the issue of operational noise as the SH1
corridor is going to be closer to his property than the current alignment. Mr Styles
has assessed his concerns as follows:
The HAC Report states that if the requirements of the Standard are met at
the very closest dwellings then the requirements will be met at all other
dwellings also. Whilst often this assumption can be valid there are times
when it does not hold true because of topography and proximity to
36
intersections. In these circumstances, PPF’s further from the road should be
included in the assessment. 2/36 Powhiri Avenue is within 100m of the
nearest lane and according to the Standard it should be included as a PPF.
The submission of S Burt is technically correct in that it should have been
included as a PPF when the HAC Report has ignored it.
As detailed earlier in this advice, I recommend that a completely revised and
technically correct assessment is prepared that would include this property as
a PPF. In the absence of such a report, and given the uncertainties with the
HAC Report (and the revised HAC predictions) I consider it necessary that
2/36 Powhiri Avenue is included in the noise monitoring requirements and
subsequent assessments required by the operational noise conditions
proposed by NZTA (with my amendments).
6.93 It should also be noted that the property at 36A Powhiri Avenue, which is
between SH1 and Mr Burt’s property, required a noise fence in order to meet the
Standard. As such it is not unreasonable that operational noise at Mr Burt’s
property may require specific noise mitigation (pending the outcome of
monitoring).
6.94 For these reasons it is recommended that 36 Powhiri Avenue (which would include
2/36 Powhiri as part of that cross leased section) be specifically included as a
property requiring specific noise monitoring.
6.95 A second submitter (Delwyn House-Tane) raised the issue of truck engine braking
at the proposed new roundabout and associated noise effects. The requested
mitigation was the use of asphalt at the roundabout, being a relatively quiet
surface material for a road. Mr Styles has made the following comment , which I
concur with:
The House-Tane submission is concerned with the increase in traffic on Lower
Stanley Street, engine braking the paving surface for the roundabout. In my
opinion, the increased traffic on Lower Stanley street will generate less noise
overall than traffic on the state highway and would not generate a noise level
high enough to warrant any further detailed assessment. The submission
seeks that the roundabout is paved with asphalt for noise reasons and I
understand that the design incorporates this. In my experience the issue of
engine braking is difficult or impossible to control through the resource
management process and that it is best dealt with through the Local
Government Act in the form of a bylaw.
Summary of Noise Effects
6.96 There is general agreement between Jon Styles and HAC with respect to the
effects of operational and construction vibration and construction noise. These
effects can be effectively mitigated through the introduction of Construction
Management and Construction Noise Management Plan conditions, which will
be tabled at the hearing.
6.97 While there is still fundamental disagreement as to the level of acoustic
assessment that should be undertaken upfront prior to construction of this
project, a ‘worst case scenario’ noise condition may be a pragmatic way
forward for this application. Provided a condition is included that requires post
construction noise monitoring along the entire 800m of SH1 corridor, with
37
specific onsite monitoring at the properties identified by Mr Styles as being
most likely to require noise mitigation, the Hearing Commissioner cou ld
recommend that the application be approved with respect to operational noise.
Effects on Residential Character and Amenity
6.98 The proposed road widening will result in the highway boundary being located in
closer proximity to some residential sites. Potentially this may create adverse
effects on the residential amenities currently enjoyed by sites adjacent to the
highway corridor. It will also result in slightly larger number of vehicles using local
roads, particularly Kensington Avenue, Lupton Avenue and Kamo Road, due to the
intersection changes proposed.
6.99 Residential sites located along SH1 already experience some adverse effects from
the proximity of SH1. However due to the scale of the proposed road widening
and the proximity of SH1 to adjacent dwellings the application has the potential to
exacerbate these effects. Matters regarding noise and vibration have been
discussed in the previous sections of this report.
6.100 Where existing fences, gardens and trees are required to be removed on
residential sites, then replacement of such will be undertaken in accordance with
the relevant provisions of the Public Works Act on a case by case basis. This
would be agreed between the applicant and individual property owners and form
part of the compensation process under the Public Works Act. Further
recommendations as to which properties should be contacted directly to discuss
landscaping and fencing mitigation are made in the landscape and visual effects
sections to follow.
Headlight wash
6.101 The issue of headlight wash has been raised by the owner of 152 Western Hills
Drive in relation to vehicles driving along the reconstructed Lower Stanley Street.
Of particular concern is headlight glare shining into the master bedroom and
lounge windows at the front of the house. At the time of writing it is understood
that NZTA is in discussions with this submitter to find a solution to this issue,
potentially in the form of fencing/other screening in the front yard. No agreed
solution has been provided at this point so it is suggested that the applicant
address this at the hearing.
6.102 Further information on headlight wash was also provided by the applicant in
response to a s92 request, particularly as to whether the proposed roundabout
would create or exacerbate glare from headlights into residential properties.
6.103 The headlight sweep diagram provided14 shows that the anticipated wash of
headlights from vehicles navigating the proposed roundabout will be less than the
existing glare from vehicles using the T-intersection. Particularly in the case of
properties to the south of Kensington Avenue, headlight glare should reduce as
the alignment of Kensington Avenue is moved further away from these properties.
The only exception is the property at 156 Western Hills Drive, where the proposed
headlight wash is shown extending slightly further into the property. However the
change in level between the dwelling and SH1, combined with the proposed
14 Attachment Be of the notified application
38
fencing and landscaping along the footpath will screen this property from any new
headlight glare effects.
Construction effects
6.104 The effects of construction on the amenity of adjacent residents, businesses and
users of the road corridor have the potential to be significant, especially over an
11 month construction period. The construction effects in relation to traf fic, noise
and vibration have been addressed in the sections above and visual impacts will
be addressed below, however other construction effects resulting in reduced
amenity also need to be considered.
6.105 The applicant has proposed conditions requiring a Construction Management Plan
(in addition to a Construction Traffic Management Plan and Construction Noise
and Vibration Management Plan) as a way to ensure effects during construction
do not reduce amenity levels beyond what is necessary to undertake the works in
an efficient manner. These conditions are considered to be appropriate in the
context of waiving the requirement for an Outline Plan of Works for a reasonably
lengthy construction project.
6.106 Construction effects have been raised as a concern by one submitter15 at 2/36
Powhiri Avenue, particularly with regard to the proposed construction hours (7am-
7pm Monday to Saturday with no work on Sundays or public holidays) and the
timing of the works over summer 2016.
6.107 NZTA has provided an indicative construction programme, included as Attachment
H of the notified application. According to this programme the works adjacent to
the submitters property will not be undertaken immediately – the construction of
walls between Kensington Avenue and Manse Street are scheduled between April
and July 2016 and the realignment of Kensington Avenue in September 2016. As
such, the works most likely to impact on the submitters property will be
undertaken in September 2016 and are only likely to take 4-6 weeks.
6.108 Open window ventilation is not considered to be critical during the cooler and
wetter spring months. Furthermore, 7am-7pm Monday to Saturday works are not
considered to be unreasonable given that the works are to be staged along the
800m section of road corridor. The proposed construction programme is
considered to be appropriate for the scale of the project.
Summary
6.109 Overall it is considered that the effects of the proposal on residential character
and amenity will be minor.
Stormwater, Groundwater and Water Quality Effects
6.110 A small portion of the proposed designation (in the vicinity of the Manse Street
intersection with SH1) is identified as being Flood Susceptible. This is a result of
flooding from the Waiarohia Stream channel. The flood susceptibility, together
with the stormwater runoff arising from the designated area has been reviewed by
WDC Development Engineer, Mr Dean Murphy and no specific concerns were
raised provided appropriate construction management plans were in place .
15 Submission of S Burt
39
6.111 Although the impervious area of SH1 will increase as a result of this proposal, the
main impervious area increases will be in the vicinity of Kensington Park. The
proposed works area within the park is not noted as being flood susceptible and
any additional runoff will be discharged to the Waiarohia Stream via existing
outlets.
6.112 A stormwater discharge permit and stormwater diversion permit were applied for
from NRC concurrently with this NOR application16. It is understood at the time of
writing that NRC intend to grant this permit subject to standard stormwater
management conditions on the basis that proposed State Highway road safety
improvements will have negligible impact to current stormwater volumes
discharged and the capacity of the existing receiving stormwater culvert outlets
will be sufficient.
6.113 NZTA intend to undertake the works in accordance with the NZTA Erosion and
Sediment Control Guidelines for State Highway Infrastructure (2014) and an
Erosion and Sediment Control Plan (draft included as Attachment N) . Furthermore
the conditions of the NRC consents are understood to require a finalised Erosion
and Sediment Control Plan (ESCP) as a condition of the approval17. Compliance
with both the guidelines and an ESCP approved by NRC will ensure that water
quality effects arising from potential sedimentation will be managed appropriately
during construction.
6.114 No groundwater was encountered during the preliminary investigations, although
NZTA has identified the potential to encounter groundwater during works in
Kensington Park. It is considered that any potential effects on groundwater as a
result of the works can be managed by following NZTA’s Erosion and Sediment
Control guidelines and operating in accordance with an approved Construction
Management Plan and ESCP.
6.115 Overall, potential adverse effects on stormwater, groundwater and water quality
are considered to be minor and able to be mitigated through conditions.
Earthworks, Contamination and Geotechnical Matters
6.116 The area subject to the proposed works is shown as being in a mixture of low,
medium and high hazard stability on the land stability maps and information held
by the Council (see Figure 3 below).
Figure 3: Stability Risk Layer from WDC GIS
16 APP.037417.02.01 Discharge Permit: To discharge stormwater to land and the Waiarohia Stream from
land disturbance activities. APP.037417.03.01 Water Permit: To divert stormwater associated with land disturbance activities 17 Final consent was not available at the time of writing but draft conditions were reviewed relating to
the ESCP requirement.
40
Red: High Risk, Orange: Moderate Risk, Yellow: Low Risk
6.117 The NOR proposes earthworks with a volume of approximately 12,417m3 (9,617m3
cut and 2,800m3 fill) over an area of approximately 8,516m2 (0.85ha). A regional
earthworks consent has also been applied for from NRC18.
6.118 A geotechnical interpretation report19 has been provided in support of the
application given the complex geological constraints, namely the potential for
debris to be caught in a historic lava flow which is difficult to anticipate. The
geotechnical interpretation report considers that the investigated soils form a
mixture of fill and volcanic soils which are relatively stable due to the high friction
between boulders and gravel. However the alluvial soils encountered are more
susceptible to instability.
6.119 The report goes on to state that the proposed construction works are geo-
technically feasible provided the recommendations of the report are followed,
particularly with respect to the retaining walls. Only routine geotechnical
inspections are recommended for this project.
18 APP.037417.01.01 Land Use Consent: To undertake approximately 12,417 cubic metres of cut and fill
earthworks. 19 Attachment I of the notified application
41
6.120 This assessment is concurred with – provided the recommendations in the
geotechnical interpretation report are incorporated into the detailed design,
potential adverse effects associated with land instability will be minimal.
6.121 The proposed measures to manage potential erosion, soil loss and sedimentation
of surrounding property and waterways have been covered in Paragraphs 6.110 to
6.115 of this report in respect of effects on groundwater and water quality.
Provided the requirements of an ESCP approved by NRC and the Construction
Management Plan are followed, the adverse effects associated with bulk
earthworks can be appropriately managed.
6.122 The applicant has applied for consent under the NES Contamination given the
likelihood of contamination on land currently being used as part of Kensington
Park. I concur with the applicant’s assessment of the contamination risks in
Section 8.9 of the planner’s report – the contamination risk primarily occurs
during the construction works as the ultimate land use as a road is less sensitive
than the current land use as a park. As such, any potential contamination risk can
be addressed through the Construction Management Plan as an appropriate way
of mitigating this risk.
Landscape, Urban Design and Visual Impact Effects
6.123 The roundabout construction and widening of SH1 will result in the removal of
vegetation within frontages of private properties, the local road network and
Kensington Park, including trees that currently have ‘heritage’ status under the
District Plan but will not have this status in the event the designation is
confirmed.
6.124 The application also requires the construction of a number of retaining walls, on
both the western and eastern sides of SH120. The tallest retaining walls are
required to reconstruct Lower Stanley Street (up to 5.7m in height), with other
retaining walls constructed to support SH1 west of Powhiri Avenue and between
Kohatu Road and Manse Street (all up to 4.4m in height) . Other low masonry rock
walls (less than 1m in height) are required in various other locations along SH1.
6.125 The potential adverse effects of these changes will be assessed under the
following headings below:
Urban design effects
Landscape effects
Visual impact effects
Urban Design Effects
6.126 The application will result in changes to the character of the SH1 corridor,
Kensington Park and the wider neighbourhood through the removal of existing
vegetation and construction of retaining walls. Ms Rebecca Skidmore has been
engaged by WDC to provide a peer review of the urban design, landscape and
visual assessments prepared on behalf of the applicant by Mr Simon Cocker21
(peer review report attached in Appendix 7).
20 Referenced as Walls 1, 2, 3, 4 and 4a on the design plans in Attachment B of the notified application 21 Attachments M, Ma and Mb of the notified application
42
6.127 With respect to the impact of the SH1 corridor on the urban form, this section of
State highway is already an intensively used through route for both local traffic
and vehicles travelling further north or south through Whangarei. As such it
already forms a barrier between the residential areas to the east and west of the
corridor. The changes to the physical form of the road layout (new roundabout,
central median islands and traffic barriers) may decrease connectivity for vehicle
traffic seeking to cross SH1 but will have some positive benefits for pedestrians
and cyclists crossing both SH1 and Kensington Avenue as they will have safer
places to cross at median island refuges.
6.128 Ms Skidmore has identified the intersection of Kensington Avenue and SH1 as an
existing urban ‘node’. She makes the following comments:
The introduction of a roundabout will expand this node. The expansion will
result in a more prominent and expansive node. The loss of vegetation, and
particularly the specimen trees located in the south western corner of
Kensington Park will reduce the amenity of the intersection. However,
extensive re-planting is proposed. The formal arrangement will result in a
change of character. As it matures, the specimen trees proposed will
reinforce the intersection as an important node and make a positive
contribution to the local amenity. The planting proposed on the northern side
of Kensington Avenue will provide a strong visual cue to a new entrance into
Kensington Park.
6.129 With respect to the physical changes to Kensington Park, Robin Rawson, Council’s
Group Planner (Infrastructure & Services) has confirmed that the proposed land
taking, driveway relocation and vegetation removal is consistent with WDC’s
Reserve Management Plan for Kensington Park (comments in Appendix 8).
Although the proposed roundabout will be closer to the sports fields and stadium
building, the proposed mitigation planting in the south western corner of the park
will continue to reinforce the Kensington Avenue/SH1 intersection as a key node,
while providing a formal planting arrangement as a buffer.
6.130 There will be changes to the neighbourhood character of the SH1 corridor,
particularly related to the loss of vegetation and introduction of new retaining
walls. The loss of vegetation is primarily a landscape and visual effect, however
the more restrained planting plan will likely result in a more formal roading
environment, which will take time to soften. Ms Skidmore makes the following
comments with respect to the retaining walls:
An existing character feature of this portion of the corridor is the stone-
faced retaining walls. In particular, high walls on the eastern side of the
southern portion of the corridor create an enclosure to the st reet
environment. Rather than continuing this stone finish, a concrete
‘Stonestrong’ finish is proposed. A description of the wall finish proposed
is set out in Point 16 of the Section 92 response letter from Simon Cocker
(dated 9 April 2015). I agree that the colour finish should be a dark,
recessive colour to avoid a harsh, glaring appearance. Ficus vines are
proposed at the base of the retaining walls. In time these will soften the
appearance of the high retaining structures.
6.131 I agree with Ms Skidmore that the existing stone faced retaining walls are a
prominent feature of the existing corridor. While maintaining this stone
43
appearance would be preferable, it is acknowledged that the Stonestrong finish
combined with climbing vegetation will achieve a similar appearance over time. As
such, the design of the retaining walls and associated planting is an acceptable
solution.
6.132 Landscape Effects
6.133 I concur with Ms Skidmore that the level of replanting proposed along the SH1
corridor will not fully mitigate the extensive vegetation to be removed. The
proposed roading design has limited space available for replanting, presumably in
an effort to reduce the amount of public and private land required for the
designation. With this constraint in mind, the level of replanting within the SH1
corridor is considered to be acceptable, with landscaping effects reducing over
time as the vegetation fully establishes.
6.134 One of the most significant changes to vegetation will occur in the south western
corner of Kensington Park, with 55 trees requiring removal (some of which have
heritage value) and 30 replacement trees proposed. Similar to the replanted
vegetation along the SH1 corridor, it will take time for the replacement trees to
partially mitigate the loss of a significant cluster of mature trees, however the
level of replanting is acceptable in light of the need to retain car parks and the
fact that all trees capable of relocation (13 in total) will be replanted elsewhere in
Kensington Park. Ms Rawson has confirmed that the planting plan for Kensington
Park was prepared in consultation with WDC Parks and has been approved. No
submissions have been received in respect of the loss of trees within Kensington
Park.
6.135 The end of Powhiri Avenue is an area where changes to the proposed planting are
considered necessary to more fully mitigate adverse landscape effects. A large
Liquidambar tree is to be removed in order to construct retaining Wall 3 . Ms
Skidmore outlines the impact of the loss of this tree as follows:
Of particular note is the loss of a large and prominent Liquidambar tree
located at the western end of Powhiri Avenue. The tree makes a positive
contribution to the amenity of both the immediate street and the wider
environment. Point 20 of the Section 92 response letter from Simon Cocker
(dated 9 April 2015) provides an assessment of the value and effect of loss of
this tree. The report notes that it assesses the tree as meeting the criteria
set out in the District Plan for identifying heritage trees. In my opinion, as it
matures, the revegetation planting proposed at the top of the bank adjacent
to Powhiri Avenue will mitigate the loss of this tree to a certain extent.
However, the planting mix proposed (Tall Native Mix B) includes few species
that would attain any scale or stature. In my opinion, the mix and scale of
plants to be used, should be amended to include a number of specimen trees
that would better achieve a scale and stature that provides a suitable
termination to Powhiri Avenue, while maintaining the amenity of adjacent
properties.
6.136 I concur that a selection of larger scale species would be appropriate in this
location given the significant amenity benefits the Liquidambar tree currently
provides. Species that are likely to achieve more significant height and presence
over time are more likely to form a strong landscaping buffer that mimics the
44
amenity levels currently experienced by residents of Powhiri Avenue. A condition
to this effect would be appropriate.
Visual Effects
6.137 Both Ms Skidmore and the applicant’s landscape architect Simon Cocker agree
that there are eight groups of ‘viewing audiences’ who will experience visual
changes as a result of this proposal and are generally in agreement as to the
likely visual effects on these groups. These eight groups are identified as follows:
Group 1: occupants of dwellings on the western side of SH1 below the
carriageway (primarily residents accessing SH1 from Lower Stanley Street)
Group 2: occupants of dwellings on the western side of SH1 south of
Group 1 in alignment with the SH1 carriageway (between Lower Stanley
Street and Waiarohia Stream)
Group 3: occupants of dwellings on the southern side of Kensington
Avenue
Group 4: occupants of dwellings on the eastern side of SH1, accessed
from Powhiri Avenue, Oranga Road, Kohatu Road and Manse Street
Group 5: users of the road network
Group 6: pedestrians
Group 7: users of Kensington Park
Group 8: occupants of flat adjoining the new parking area at 87 Western
Hills Drive
6.138 With respect to Groups 1 and 2, the main visual impacts are a result of the
proposed retaining walls. In the case of Group 1, the retaining walls of up to 5.7m
in height will be directly in front of private properties, while Group 2 properties
will view retaining walls of up to 4.4m in height from the opposite side of SH1.
6.139 In both cases Ms Skidmore and Mr Cocker agree that mitigation planting and
appropriate retaining wall construction materials are essential to ensuring visual
effects reduce from high during construction, to moderate post construction and
finally to low-moderate within 5 years of construction. Provided the mitigation
planting adjacent to the retaining walls is undertaken in accordance with the plans
and the retaining walls are constructed of Stonestrong concrete, the adverse
visual effects on Groups 1 and 2 are considered to be acceptable and will improve
over time.
6.140 One submitter living at 152 Western Hills Drive (in Group 1) has raised general
concerns about loss of vegetation along the SH1 corridor, as well as the removal
of two Cypress trees at the front of their property22. The combination of taller
natives, hedging and shrubs along the retaining walls adjacent to 152 Western
Hills Drive is likely to mitigate the visual impact of the walls over time. It is
understood that NZTA is currently in discussions with this submitter regarding the
replanting of their front yard but at the time of writing no specific agreement had
been reached. It is recommended that similar offers of mitigation planting within
22 Submission of D House-Tane
45
private properties are made to the owners of 138, 150, 154, 156 and 158 Western
Hills Drive in order to reduce the visual impact of the walls to ‘low’ within 5
years23.
6.141 Finally, there is the potential for a number of the properties in this group to agree
to the erection of noise fences (pending the outcome of monitoring and
landowner agreement). This could result in 1.8m high fences in a continuous row
along the western side of SH1 adjacent to the steepest part of the incline. The
visual effect of these fences should be considered against the permit ted baseline,
i.e. all of these property owners could erect solid 1.8m high fences along their
front property boundaries as of right. In this context the adverse visual effects of
potential noise fences will be negligible, although I agree with Ms Skidmore that a
coordinated approach to fencing would be appropriate.
6.142 The visual effects on Group 3 primarily relate to changes proposed to Kensington
Avenue, although the property at 36A Powhiri Avenue will also lose the buffer of
the existing house at 38 Powhiri Avenue from SH1 (to be demolished). Ms
Skidmore and Mr Cocker agree that these properties will experience low to
moderate visual changes once construction is complete, particularly as the
alignment of Kensington Avenue will be moving further away and kowhai planting
will be used as a visual buffer.
6.143 Ms Skidmore and Mr Cocker agree that the visual effects on the Group 4
properties are a result of the SH1 carriageway moving closer to their properties
and the loss of existing vegetation. Although some mitigation planting has been
proposed at the end of Powhiri Avenue, the other properties in this group at the
end of Kohatu Road and Manse Street have no specific mitigation planting
proposed for their properties. It is recommended that offers of mitigation planting
within private properties are made to the owners of 2, 4 and 6 Kohatu Street, 207
and 209 Western Hills Drive and 46 Manse Street if sufficient planting within these
properties cannot be maintained.
6.144 Group 5 consists of road users (i.e. vehicles), whose impression of the visual
impact of the proposed changes will be affected by the fact they will view the
altered SH1 corridor in transit. Ms Skidmore summarised the effects on this group
as follows:
I consider the proposal will result in an increased dominance of roading
infrastructure and that the replanting proposed will not fully mitigate the loss
of vegetation that requires removal. In my opinion, the proposal will result in
some adverse visual effects when viewed by this group, particularly in
relation to the loss of vegetation at the margins of the corridor. If high noise
walls are required along a portion of the corridor, this will further diminish
the amenity and character of the street environment. Careful consideration
of the detailed design of the walls would be required.
6.145 I agree that the level of replanting proposed will not fully mitigate the adverse
visual effects on road users, however given the transient nature of the road users
and the established visual character of the area as a road corridor, the level of
mitigation is considered to be acceptable.
23 As recommended on Page 15 of the Landscape Visual Assessment in Attachment M of the notified
application
46
6.146 Group 6 consists of pedestrians, including users of Coronation Walkway near the
intersection of SH1 and Russell Road. The visual effects on these users are largely
influenced by the final road edge treatment agreed to between NZTA and
landowners, particularly if 1.8m high fences are requested by landowners or
required for noise mitigation. The wider footpaths proposed are a positive change
for pedestrians but the amenity of the footpath environment will be reduced if
high fences are erected in continuous lengths. However, assessed against the fact
that private property owners could erect such fences as of right, the potential
adverse visual effects on pedestrians are acceptable. I agree with Ms Skidmore
that larger tree species planted at the end of Powhiri Avenue would improve the
visual amenity for pedestrians walking between Powhiri Avenue and Kensington
Avenue.
6.147 Group 7 are the users of Kensington Park who will be affected by the loss of
vegetation and land in the south western corner of the park and the movement of
the roundabout closer to the amenities of the park. Ms Skidmore has assessed the
visual effects on this group as follows:
I consider that the removal of the cluster of trees in the south western corner
of the Park together with an increased dominance of roading in close
proximity to the activity hub of the stadium will result in a moderate adverse
visual effect for park users in this area. This adverse visual effect will be
mitigated to a certain extent by the proposed formal landscape strategy
proposed. However, the planting proposed will not achieve a scale or have a
presence that is similar to the existing specimen trees and the adverse visual
effects will not be fully mitigated.
6.148 Given the operational need to take land to form the Kensington Avenue/SH1
intersection roundabout and the need to retain carparks, it is considered
unrealistic in this case to expect the replanted vegetation in a narrower land area
to fully mitigate the loss of an established, mature group of trees. As such, the
proposed landscaping is considered to be sufficient mitigation.
6.149 Finally Group 8 are the residents of flats adjacent to 87 Western Hills Drive, which
is proposed to be converted into a new parking area for Kensington Park. Mr
Cocker provided a landscaping plan for the new carpark, which includes 1.8m
fences along boundaries with residential properties and additional landscaping to
provide some amenity. Ms Skidmore agrees with Mr Cocker’s assessment that the
combination of fencing and landscaping plus the orientation of most of the units
away from the carpark will result in acceptable effects when considered against
the permitted baseline of 1.8m fences along property boundaries.
Submissions
6.150 Only one submission was received in respect of landscaping/visual matters, which
has already been addressed in Paragraph 6.140 of this report. No other issues
were raised in relation to visual or landscaping changes to the SH1 corridor,
Kensington Park or private properties.
Summary
47
6.151 It is acknowledged that this existing section of SH1 dominates the immediate
environment and forms part of the character of the surrounding area.
Furthermore this part of SH1 is already subject to an existing designation that
needs to be taken into account as part of any assessment. The existing
designation contains a significant amount of existing vegetation that has blended
with rock retaining walls to form a road corridor with a reasonable level of visual
amenity. Although the level of landscaping proposed by the applicant goes a
considerable way to mitigate the loss of vegetation along the SH1 corridor, there
are areas where additional landscaping would be beneficial. As such, a condition
requiring further landscape mitigation will ensure the existing environmental
quality is maintained and potentially enhanced.
6.152 It is acknowledged that any mitigation planting and/or fence construction for
visual or noise reasons is subject to agreement between NZTA and individual land
owners. To further improve on the amenity of the road corridor and private
properties adjoining it, it is recommended that an Urban Design and Landscape
Mitigation Plan, prepared by a suitably qualified expert, be submitted prior to any
works commencing. This would assist in mitigating any adverse effects in respect
to the visual impact and landscape effects on individual sites within a satisfactory
timeframe, and would ensure the highway does not become an overly dominant
urban feature.
Archaeological Effects
6.153 No archaeological sites or areas of interest are identified on the District Plan
Maps. Heritage New Zealand (HNZ), have advised through their submission that
there are no historic heritage items at significant risk from the project, which is
consistent with the archaeological assessment provided by the applicant24. HNZ
have recommended that all earthworks proceed under an accident discovery
protocol (which has already been offered by the applicant) and for this reason a
condition is recommended.
Overall Assessment of Effects
6.154 The actual and potential effects of the proposed activity on the environment have
been evaluated and it is concluded that the adverse effects can be mitigated and
overall the potential effects of the proposal on the environment are minor,
recognising that some matters will be dealt with as conditions, if confirmed.
7 Relevant Objectives and Policies
7.1 The following objectives and policies are considered to be relevant in the
assessment of the proposed works:
7.2 Chapter 5 Amenity Values
o Objective 5.3.1
o Objective 5.3.2
o Objective 5.3.5
o Policy 5.4.1
24 Report by Geometria Limited, Attachment K of the notified application
48
o Policy 5.4.3
o Policy 5.4.10
o Policy 5.4.12
Comment:
In summary the relevant objectives and policies contained within Chapter 5 of the
District Plan seek to maintain and enhance the amenity values of the District and
to avoid conflict between incompatible activities.
The proposal would generally maintain the amenity values of the adjacent Living
Environment. It is considered that this would be achieved through a series of
mitigation measures such as landscaping within individual sites as well as
enhancement landscaping along the road corridor and at intersections.
Levels of noise or quietness are an important part of amenity values, particularly
where people are living in close proximity to one another. The enjoyment of
property, or the ability to effectively function in an area, can be affected by glare,
odour, light spill and other adverse amenity effects from activities that are not
characteristic of the particular locality. It is considered that adverse effects as a
result of dust, vibration and noise can be appropriately mitigated through
conditions which will ensure that there is no reduction of amenity value below that
which is desirable for people’s health and safety.
Increases in traffic, or changes to the character of roads, can result in significant
adverse effects on the safe and efficient functioning of these streets and on the
amenity values of the locality. Particular regard has been given to the effects of
noise and vibration from the proposed alteration, the proximity of the highway to
residential properties as well as the additional traffic on local roads. These
assessments have concluded that, subject to particular mitigation measures being
applied, the effects of the proposed works will not adversely impact upon the
amenity values of the surrounding environment to a more than minor extent and
that amenity values will generally be maintained.
Having regard to Policy 5.4.3, it is considered that the application would be
generally consistent with this policy. This section of SH1 is located through a
predominately residential area, which provides high traffic volumes. The traffic volumes
along SH1 are projected to increase. In this instance the application provides for an
alteration to an existing designation and any adverse effects as a result of the widening
can be appropriately mitigated.
In respect to Policy 5.4.12 the proposal will provide for an overall improvement to the
traffic flow and safety. A key characteristic of the existing environment is the presence
of SH1, which bisects the western and eastern part of Whangarei. Whilst the width of
the highway would be extended it has been assessed that this would not adversely
affect the amenity of the surrounding environment to a more than minor extent.
Overall, it is concluded that the proposal is in keeping with the relevant objectives
and policies of the District Plan related to amenity values.
7.4 Chapter 22 – Road Transport
49
o Objective 23.3.1
o Objective 23.3.2
o Policy 22.4.3
o Policy 22.4.4
o Policy 22.4.6
Comment:
The road transport network is considered to be important to the wider community,
however it is also recognised that roads can potentially create many adverse
effects. More specifically roads can detract from the visual character of an
environment and can result in adverse effects on neighbouring residential
properties.
The proposed alteration to an existing designation and associated intersection
upgrades will contribute towards establishing and maintaining a safe and efficient
road network within Whangarei. As previously set out in this report, SH1 serves a
dual function for Whangarei by firstly providing the main link from Auckland to
Whangarei and secondly serving as a main route connecting residential areas of
Whangarei with the central business area. The application will result in significant
improvements to the overall functioning of the highway which will be of benefit to
both residents within the immediate environment and the wider community. In
this regard the proposal is considered to be wholly consistent with objective
22.3.1.
The proposed widening will require amendments to existing intersections with
SH1, with safety improvements proposed to reduce the potential for conflict with
side roads and individual driveways. In this regard the application will be
consistent with policy 22.4.3 (New Roads and Intersections).
The potential effects of this proposal on amenity values have been commented on
above and it is specifically noted that the alignment of this alteration will broadly
follow the existing road alignment albeit that this will be widened to improve
existing capacity and safety. Where adverse effects on the surrounding
environment have been identified, these have been appropriately mitigated or can
be mitigated through conditions. The proposal will be consistent with objective
22.3.2.
The proposed works also include design methods to ensure that amenity values
are maintained and also to maintain and enhance the safety of pedestrians and
cyclists achieving policies 22.4.3 and 22.4.6.
Overall it is considered that the proposal will meet the relevant objectives of
policies contained within Chapter 22 of the District Plan relating to road transport.
8. Regional Policy Statement
Proposed Regional Policy Statement for Northland
8.1 The proposed Regional Policy Statement for Northland was notified in October
2012. Council Decisions on submissions were issued in September 2013 and the
document is now subject to appeal. The majority of relevant provisions have not
50
been appealed and are therefore considered operative for the purpose of this
assessment25.
8.2 Section 3.7 – Regionally Significant Infrastructure and Section 3.8 – Efficient and
Effective Infrastructure are both relevant to this application and are not subject to
appeals. Section 3.7 recognises that regionally significant infrastructure, such as
State highways, often has significant regional benefits including attracting
investment, improving competitiveness and providing social and economic
connectivity. However these benefits need to be balanced against the potential
adverse effects of a proposal plus the recognition that not all effects may be able
to be mitigated or internalised. Section 3.8 recognises that a well-functioning and
effective transport system can improve business efficiency, innovation,
competition and trade, support concentrations of economic activities and facilitate
mobile and flexible work force. The proposal is considered to be consistent with
the intention of both sections as increasing the capacity and safety of the State
highway will provide regional benefits to Whangarei and will support the
anticipated growth along this corridor. The proposed NOR conditions will ensure
adverse effects are mitigated to an acceptable level.
8.3 The relevant policies are 5.2.1 – Managing the use of resources, 5.2.2 – Future-
proofing infrastructure; 5.3.2 – Benefits of regionally significant infrastructure and
5.3.3 – Managing adverse effects associated with regionally significant
infrastructure. All of these policies are beyond challenge, with the exception of
Policy 5.3.3 which has been appealed by NZTA.
8.4 I concur with the applicant’s planner’s assessment of the proposal against the
operative policies 5.2.1, 5.2.2 and 5.3.2, as set out in Section 10.2 of the
applicant’s planning report. As policy 5.3.3 is still subject to appeal by the
applicant it is not appropriate to give it full weight at this stage. However I
consider that the proposal is consistent with this policy insofar as the proposed
NOR conditions will mitigate effects to a ‘no more than minor’ degree; there are
no significant water quality or cultural impacts; alternatives and constraints have
been appropriately taken into account and the positive benefits of the proposal
can be balanced against the adverse effects.
Operative Northland Regional Policy Statement (NRPS)
8.5 The Northland Regional Policy Statement (NRPS) is the Regional Policy Statement
relevant to this application. The NRPS seeks to provide a policy framework and
direction for resource management in the Northland Region. It sets out the
significant natural resource issues, acknowledging Northland’s diverse
geographical features and differing social, cultural and economic needs. It
contains long term policy based strategies for sustainable management of natural
and physical resources in the region including transportation networks.
8.6 Given that all relevant objectives and policies in the Proposed Regional Policy
Statement (except for Policy 5.3.3) are not subject to appeals and can therefore
be considered operative for the purposes of this application, more weight has
been given to the Proposed Regional Policy Statement in this case, however the
25 Section 86F of the RMA
51
applicant’s planning assessment of the proposal against Section 29 of the NRPS is
concurred with26.
9. National Policy Statement, New Zealand Coastal
Policy Statement
9.1 There is no national policy statement applicable to the application and given the
separation of the proposed designation from the coastal environment the New
Zealand Coastal Policy Statement has not been regarded as relevant.
10 Part 2 Assessment, Resource Management Act 1991
Section 5 – Principle and Purpose of the Act
10.1 Part 2 of the Act sets out the Purpose and Principles. Section 5 of the Act sets out
the overriding purpose, which is the sustainable management of natural and
physical resources.
10.2 The Act states that sustainable management means:
“managing the use, development, and protection of natural and physical
resources in a way, or at a rate, which enables people and communities
to provide for their social, economic, and cultural wellbeing and for their
health and safety while –
(a) sustaining the potential of natural and physical resources
(excluding minerals) to meet the reasonably foreseeable needs of
future generations; and
(b) safeguarding the life supporting capacity of air, water, soil and
ecosystems; and
(c) Avoiding, remedying or mitigating any adverse effects of activities
on the environment”.
10.3 It is considered that the proposal “enables people and communities to provide for
their … economic … wellbeing and for their health and safety”. In particular, it is
considered that the proposal will assist the public in providing a better traffic and
transportation network and improving the safety of for both vehicular and
pedestrian road users. It is assessed that the proposal will adequately avoid,
remedy and/or mitigate all potential adverse effects on the surrounding
environment (in some instances subject to the application of mitigation measures)
and the proposal is considered to be consistent with the principa l of sustainable
management of natural and physical resources.
Section 6 – Matters of National Importance
10.4 Section 6 of the Act sets out the Matters of National Importance:
26 Section 10.2 of the applicant’s planning report
52
(a) The preservation of the natural character of the coastal environment
(including the coastal marine area), wetland, lakes and rivers and their
margins, and the protection of them from inappropriate subdivision, use
and development:
(b) The protection of outstanding natural features and landscapes from
inappropriate subdivision, use and development:
(c) The protection of areas of significant indigenous vegetation and significant
habitats of indigenous fauna:
(d) The maintenance and enhancement of public access to and along the
coastal marine area, lakes and rivers:
(e) The relationship of Maori and their culture and traditions with their
ancestral lands, water, sites, waahi tapu, and other taonga.
(f) The protection of historic heritage from inappropriate subdivision, use and
development.
(g) The protection of recognised customary activities
10.5 In this particular instance there are no matters of national importance that are of
relevance to the assessment of these applications. In terms of historic heritage,
the submission from the Heritage New Zealand concurred with the applicant’s
archaeological assessment27 that there are no archaeological sites located within
the project area and that an accidental discovery protocol condition will address
any potential adverse effects on unknown historic remains (if any).
Section 7 – Other Matters
10.6 Section 7 of the Act details those matters that a consent authority shall have
particular regard to in the assessment of an application. With regard to this
application the following matters as outlined below are considered to be relevant
to this application:
(b) The efficient use and development of natural and physical resources;
(c) The maintenance and enhancement of amenity values;
(f) Maintenance and enhancement of the quality of the environment.
10.7 The alteration to an existing designation and associated land use consent
application will provide an efficient use of an existing resource. This will be
achieved through the widening of SH1 and upgrading four existing intersections to
provide safety improvements and improve the efficiency and capacity of the
highway.
10.8 In respect to this application, it has been assessed that the potential effects of
this proposal can be avoided, remedied and/or mitigated. Therefore on this basis
the application as presented is considered to satisfy the requirements of Section 7
of the RMA.
27 Attachment K of the notified application
53
Section 8 – Treaty of Waitangi
10.9 Section 8 requires that, in achieving the purpose of the Act, all persons exercising
functions and powers under it, in relation to managing the use, development, and
protection of natural and physical resources, shall take into account the principles
of the Treaty of Waitangi (Te Tiriti o Waitangi).
10.10 There are no known relevant matters in terms of section 8 of the Act, which relate
to the Treaty of Waitangi.
11 Alternative Sites, Routes and Methods that have
been considered
Section 171(1)(b) - Whether adequate consideration has been given to
alternative sites, routes, or methods of undertaking the work.
11.1 The route of the proposed alteration to the designation is indicated on the plans
forming part of the NOR application.
Section 171(b) of the Act states that:
Whether adequate consideration has been given to alternative sites, routes or
methods of undertaking the work if –
(i) The requiring authority does not have an interest in the land sufficient for
undertaking the work; or
(ii) It is likely that the work will have a significant adverse effect on the
environment.
11.2 In this instance NZTA does not have an interest in the land sufficient for
undertaking the works and the works have been considered by the applicant to
have a significant adverse effect on the environment. For these reasons
alternative sites, routes and methods are required to be considered.
11.3 The application relates to an alteration to an existing designation and for this
reason the applicant has not considered other alternative routes. The applicant
has stated:
“Complete realignment/relocation of the Highway was not an option
considered because overall the project focus is to provide for safety
improvements, which do not require a realignment/relocation of the
Highway. In this instance, realignment/relocation of the Highway would
be impractical due to its geographically constrained corridor and the
strategic necessity for the corridor and the works proposed to link into the
existing SH 1 corridor which has recently been improved both north and
south of the section under consideration”.
11.4 The applicant has however considered a number of alternative designs along the
existing corridor to improve intersection safety and provide greater capacity at the
Kensington Road/SH1 intersection. The alternatives considered are set out in the
54
SAR report28 and in addition to a ‘do minimum’ option, three main options were
considered, with three alternative versions of those options also assessed29,
bringing the total number of considered options to six. Different layouts have
varying social/community, environmental, amenity, visual and cultural
costs/benefits; the positive and negative features are set out in the summary for
each option within the SAR report.
11.5 The applicant has also stated that further changes to the design have been
incorporated as a result of public feedback during the consultation period;
particularly the relocation of the Lower Stanley Street intersection to 100m north
of the current location to maintain right turn manoeuvres and the introduction of
a right turn bay from SH1 into Russell Street.
11.6 Overall it is considered that possible alternatives to the proposal have been
adequately considered, particularly in light of the wider traffic and transportation
issues affecting Whangarei. It is further noted that the proposed works are part of
a wider road upgrading programme already commenced by NZTA for SH1 through
Whangarei.
12 Necessity for the designation
Section 171(1)(c) whether the work and designation are reasonably
necessary for achieving the objectives of the requiring authority for
which the designation is sought
12.1 The NOR seeks to alter an existing designation (DTNZ1) for the purpose of
widening this section of State Highway 1, also known as Western Hills Drive. This
application forms part of a wider programme of improvement works along SH1
through Whangarei.
12.2 The present limited capacity of SH1 and safety concerns with several key local
road intersections creates congestion, therefore increasing delays on the State
Highway and surrounding network and resulting in a high instance of rear end and
loss of control vehicle crashes. Traffic delays also adversely impact the
environment through the inefficient operation of vehicles and associated emission
discharges to the environment.
12.3 As Whangarei continues to grow, State Highway 1 is being placed under
increasing pressure from traffic movements both across and along the State
Highway. This congestion is further compounded by growth in the areas both
north and south of Whangarei and the strategic importance of Whangarei in terms
of the port, logging, farming, tourism and inter-regional movements.
12.4 NZTA’s stated objective is to “undertake its functions in a way that contributes to
an affordable, integrated, safe, responsive and sustainable land transport
system.” (Land Transport Management Act 2003.)
12.5 It is stated within the application that the NZTA’s specific objectives for this
project are to:
28 Attachment G of the applicant’s planning report 29 These three alternative versions of Options 1, 2 and 3 all relate to incorporating Lower Stanley Street
into the SH1/Kensington Avenue intersection as a fourth leg (whether signalised or at a roundabout) as per Section 6.2 of the applicant’s planning report
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o Improve the safety of the Manse Street intersection;
o Improve the safety of the State Highway between Kensington Ave and
Manse Street;
o Improve the capacity of the Kensington Avenue intersection;
o Reduce the current crash rate;
o Identify a safe solution for all road users, including pedestrians and
cyclists; and
o Minimise any adverse effects on the environment or where this is not
achievable adopt means to mitigate30.
12.6 The proposed intersection upgrades of Kensington Ave, Manse Street, Kohatu
Road and Russell Road, plus the provision of four lanes through the Kensington
Ave/SH1 roundabout are reasonably necessary to achieve the desired safety and
capacity improvements, as detailed in Section 3.1.2 of the applicant’s planning
report. It is also necessary to alter the existing designation boundaries of DTNZ1
to include the additional land required for this project.
12.7 Overall taking into account the project objectives which relate to improving the
capacity and safety of SH1, it is considered the alteration to the designation is
reasonably necessary for achieving the objectives of the requiring authority as set
out in the NOR Application.
13 Other Matters
13.1 Section 171(1)(c) of the RMA requires that:
”when considering a requirement and any submissions received, a territorial
authority must, subject to Part 2, consider the effects on the environment of
allowing the requirement, having particular regard to—
(d) any other matter the territorial authority considers reasonably
necessary in order to make a decision on the requirement.”
13.3 In this instance it is assessed that there are no other matters that require
assessment with regard to the NOR Application applied for.
14 Outline Plan
14.1 Section 176A of the Act– “Outline Plan” – requires that an outline plan for work on
designated land is to be submitted to allow the territorial authority to request
changes before construction commences.
14.2 An Outline Plan is required to show:
• The height, shape, and bulk of the public work, project, or work; and
30 Form 18 – NOR application, section 5 dated 19 June 2015
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• The location on the site of the public work, project, or work; and
• The likely finished contour of the site; and
• The vehicular access, circulation, and the provision for parking; and
• The landscaping proposed; and
• Any other matters to avoid, remedy, or mitigate any adverse effects on the
environment.
14.3 However, this requirement does not apply in a case where:
• The proposed public work, project, or work has been otherwise approved
under the Act; or
• The details of the proposed public work, project, or work, as referred to in
subsection (3), are incorporated into the designation; or
• The territorial authority waives the requirement for an outline plan.
14.3 The Outline Plan process in the Act is one that involves the Council and the
requiring authority, in this instance NZTA. There is no legislative provision for
Outline Plans to be publicly notified or for interested parties to be consulted prior
to their lodgement with Council.
14.4 The Applicant has sought as part of the NOR Application to include the level of
detail typically required by an Outline Plan of Works so that the details of the
public work are incorporated into the designation; this would negate the need to
lodge an Outline Plan of Works are a later date.
14.5 In this instance the adverse effects of the proposed works are generally
understood to the point where the design plans provided with the NOR application
are final and unlikely to be changed as a result of ongoing conversations wi th
landowners. The only uncertainty at this point is the extent of noise mitigation
that may be offered to affected property owners if post construction noise
monitoring deems mitigation necessary. Any such mitigation would be restricted
to works on private property in agreement with landowners and is not likely to
trigger any reasons for consent. As such, it is appropriate to recommend
management plan conditions that can be approved by WDC in lieu of NZTA
applying for an Outline Plan.
15 Lapse Period
15.1 S184(1) of the Act states that:
A designation lapses on the expiry of 5 years after the date on which it is included
in the district plan....unless -
(c)The designation specified a different period when incorporated in the plan.’
15.2 The applicant has sought a consent lapse period of 10 years under section
184(1)(c). The primary reason for this is to ensure there is sufficient time
available in the event that delays occur in the funding programme.
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15.3 It is considered given the requirement to obtain the necessary funding and the
nature of the works that a 10 year lapse period is reasonable in this instance.
16 Conclusion and Recommendation
16.1 Overall the adverse effects as a result of proposed works are considered to be
sufficiently outweighed by the wider benefits as a result of the improvements to
the road network and on balance the overall effects on the environment are
acceptable.
16.2 The proposal is considered to be consistent with the relevant objectives and
policies of the Plan and Part 2 of the Act. Further, the proposal is considered
appropriate and necessary for achieving the objectives of the requiring authority
of which the designation is sought.
16.3 Having considered the applications against the relevant provisions of the Act, it is
recommended that pursuant to Sections 104, 104B and 108 the discretionary
consent under the NES Contamination is granted, subject to appropriate
conditions, and that pursuant to Section 171 the Notice of Requirement to alter an
existing designation be confirmed also subject to appropriate conditions. It is
intended that a draft set of conditions for both applications be tabled at the
hearing.
16.4 It is also recommended that the request for an Outline Plan of Works waiver be
granted, subject to appropriate conditions requiring management plans to be
provided to WDC for authorisation prior to beginning works.
Recommendation
That pursuant to Section 171(2) and Section 181 of the Resource Management Act 1991
the application for a Notice of Requirement by New Zealand Transport Agency to alter an
existing designation for the construction and use of a road (State Highway 1) between
land located 160m north of Kensington Avenue to 220 metres south of Manse Street,
Whangarei be confirmed and that conditions be imposed on the designation.
Reasons for the Recommendation:
1. Adverse effects are considered to be sufficiently outweighed by the wider benefits
(positive effects) as a result of the improvements to the road network. On balance
the overall effects on the environment are acceptable. Where more than minor
adverse effects have been identified these effects can be appropriately mitigated as
outlined in the Notice of Requirement and recommended conditions.
2. The alteration to the designation widens an existing road designation identified in
the Operative District Plan. The alteration to the designation is not contrary to the
relevant provisions of the Whangarei District Plan and other relevant Plan
provisions.
3. The proposal is assessed to satisfy the relevant matters contained in Part 2 of the
RMA and achieves the overall sustainable management of natural and physical
resources.
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4. Adequate consideration has been given to alternative highway alignments.
5. The alteration to the designation is reasonably necessary for achieving the
objectives of the NZTA to operate the highway in a way that contributes to an
integrated, safe, responsive and sustainable land transport system. The Notice of
Requirement would enable the widening of SH1 to provide 4 vehicle lanes at a key
intersection with Kensington Avenue, which will assist in the better management of
traffic and the relief of congestion within the Whangarei urban area.
Conditions:
CONDITIONS TO BE TABLED AT HEARING
Recommendation
That pursuant to Sections 104, 104B and 108 of the Resource Management Act 1991 the
application by NZTA to undertake land use change and associated soil disturbance as a
discretionary activity under regulation 11 of the NES Contamination be granted and that
conditions be imposed.
Reasons for the Recommendation:
1. Any actual or potential effects on the environment are considered to be minor and
able to be adequately mitigated through appropriate monitoring conditions.
2. The proposal is considered consistent with the relevant objectives and policies of
the operative District Plan.
3. There are no other relevant matters relevant to the consideration of this
application.
4. The proposal is consistent with Part 2 of the Act.
Conditions:
CONDITIONS TO BE TABLED AT HEARING
Appendices:
One Copy of NOR application (without appendices)
Two Aerial photo and Locality of the Site
Three District Plan Planning Maps
Four Submissions Received
Five Wes Edwards Traffic Consultants Peer Review Report (Traffic)
Six Styles Group Acoustic Peer Review Report (Noise and Vibration)
Seven Rebecca Skidmore Urban Design Peer Review Report (Urban Design and
Landscaping)
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Eight Robin Rawson Group Planner, Infrastructure & Services Memorandum (Impact
on Kensington Park)
NB: The Hearings Commissioner has also been forwarded a full copy of the
Application Report including Appendices.
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