RECORD OF TITLE UNDER LAND TRANSFER ACT 2017 FREEHOLD Search Copy

Identifier NA115B/684 Land Registration District North Auckland Date Issued 21 October 1999

Prior References NA35D/425 Estate Fee Simple Area 1.8256 hectares more or less Legal Description Lot 2 Deposited Plan 184767 Registered Owners Nathanial Paul Davey and UMK Trustees (2011) Limited

Interests 775618.1 Gazette Notice declaring the adjoining State Highway No.10 to be a limited access road - 1.10.1980 at 9.01 am D442000.2 Notice pursuant to Section 91 Transit New Zealand Act 1989 - Produced 20.10.1999 at 1.44 pm and entered 21.10.1999 at 1.45 pm Subject to a right of way and a telecommunications right over part marked A on DP 184767 specified in Easement Certificate D442451.7 - 21.10.1999 at 1.45 pm The easements specified in Easement Certificate D442451.7 are subject to Section 243 (a) Resource Management Act 1991 10625708.2 Mortgage to Bank of New Zealand - 5.12.2016 at 4:26 pm

Transaction Id Search Copy Dated 27/06/19 9:40 am, Page 1 of 2 Client Reference www.title.co.nz Register Only Identifier NA115B/684

Transaction Id Search Copy Dated 27/06/19 9:40 am, Page 2 of 2 Client Reference www.title.co.nz Register Only

Application for

Resource Consent Proposed new residential dwelling 360

State Highway 10, Cable Bay.

Prepared By

Joseph Hale Element Planning Limited Director PO Box 39, Waihi Beach 3642 Phone: 0211 365 790 Email: [email protected] Date: 20th August 2019 © 2019 Element Planning Limited. No Reference EP0219 part of this report shall be reproduced Status: FINAL without prior permission of Element Planning Ltd.

Contents Page No.

1 Proposal 3

2 Site and Location 3

3 Certificate of Title 4

4 Consultation 5

5 District Plan Assessments 6

6 Resource Management 12

7 Substantive Decision 16

8 Conclusion 23

Appendix 1 - Certificate of Title and Interests

Appendix 2 - Development Plans

Appendix 3 – Accompanying Reports

Appendix 4 – NZTA Correspondence

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Resource Consent Application Forms

The following forms are included:

• Application for Resource Consent Form

• Schedule 4 Checklist

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1 Proposal

1.1 The applicants seek resource consent for a proposed new residential dwelling on a site at 360 State Highway 10, Cable Bay.

1.2 The proposed dwelling will comprise of the following spread across two stories:

Basement floor: - Foyer; - Storage space; - Two bedrooms; - Carport; - Laundry; and - Bathroom and toilet.

Top Floor: - Bedroom with ensuite; - Wrap around decking; - Media room; and - Kitchen, dining and living area.

1.3 The proposed new dwelling will have a proposed new floor area of 290m² spread across the 2 floors (with an accompanying decking area of 183m²)

1.4 The proposed new dwelling will have a mix of brick and linea Oblique cladding exterior finish with a Coloursteel Maxx roof.

1.6 Earthworks will be required to be undertaken to develop the site and these will comprise of the following:

- Total volume of cut = 360m³ - Total Volume of fill = 360m³ - Cut height = 2.455m (approximately) - Total earthworks volume = 720m³ - Total earthworks area = 240m²

1.7 Two attenuation tank for roof water collection will be installed on site, to the north west of the proposed dwelling. These are 25,000L in capacity.

2 Site and Location

2.1 The subject site is located at 360 State Highway 10, Cable Bay.

2.2 The site is irregular in shape with an area of 1.8246ha.

2.3 Access to and from the site is via State Highway 10.

2.4 The subject site is zoned Residential.

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2.5 The surrounding area comprises of sites mainly utilized for residential use, but with a range of differing underlying zones. The sites northern boundary adjoins a mix of Residential, Commercial and Recreation; the eastern boundary adjoins a stream which has Conservation zoning; the southern boundary adjoins Coastal Living Zone land; and the eastern boundary connects to Residentially zoned land.

Figure 1: The above image shows the subject site outlined in red.

2.6 The site is currently home to an existing house with an associated shed and multi bay garage.

2.7 The site gently slopes steeply downwards towards State Highway 10 in a north easterly direction.

2.8 The subject is serviced by Council infrastructure in the form of both wastewater and stormwater connections.

3 Certificate of Title

3.1 The subject site is legally described as Lot 2 DP 184767 and has an area of 1.8256ha.

3.2 There are no interests on this title that are considered to restrict the proposal from proceeding.

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3.3 The Certificate of Titles listed covenants and consent notices are all complied with and these are included in more detail in Appendix 1 of this consent.

3.4 Below are the legal details from the sites Certificate of Title:

Figure 4: The above image shows the details from the sites CT.

4 Consultation

4.1 No consultation has been undertaken with Council regarding this proposed development on the site.

4.2 State Highway 10 is a Limited Access Road and as such the NZTA are to be consulted with regarding development that is required to utilize access on to the State Highway.

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4.3 An email was sent to the NZTA Consents and Approvals Team back on 23rd July providing details of the proposal including a description of the development that is to be undertaken, the access situation for the site and a set of full plans for them to review.

4.4 On the 2nd August 2019 Bruce Hawkins, a Senior Planner at the NZTA, responded to the original email in support of the proposal and included an approval letter for the new dwelling on the subject site. In his email which is included in Appendix 4 of this report Bruce indicates that this can be included in this consent application to Council as effectively an affected party approval from the NZTA.

5 District Plan Assessment

5.1 Waipa District Council District Plan

5.1.1 Zoning and Features

5.1.1.1 The Residential Zone enables the development of residential areas where the effects of activities permitted in the zone are compatible with sustainable development and with the existing character and amenity, which is typically medium density residential living.

5.1.1.2 The zone contains specific amenity standards designed to protect the special amenity values of residential sites on the urban fringe, specifically Lot 1 DP 28017 and Lot 1 DP 46656 (and any sites created as a result of a subdivision of these lots), and those having frontage to Kerikeri Road between Maraenui Drive and the Kerikeri Town Centre.

5.1.2 Rules

5.1.2.1 On the following page are the Residential Zone Rules:

District Plan Rule Proposed Works and Rule Compliance 7.6.5.1.1 RELOCATED BUILDINGS This is not applicable to the Buildings are permitted activities provided that they comply consent application. with all the standards for permitted activities in the Plan, and further provided that where the building is a relocated building all work required to reinstate the exterior including painting and repair of joinery shall be completed within six months of the building being delivered to the site. Reinstatement work is to include connections to all infrastructure services and closing in and ventilation of the foundations. 7.6.5.1.2 RESIDENTIAL INTENSITY The proposed development (a) Each residential unit for a single household shall have complies with this rule. available to it a minimum net site area of:

- Sewered sites: 600m² - Unsewered sites: 3,000m²

This minimum net site area may be for the exclusive use of the residential unit, or as part of land held elsewhere on the

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property, provided that a ratio of one residential unit per minimum net site area (as stated above) is not exceeded.

Except that this rule shall not limit the use of an existing site for a single residential unit for a single household, provided that all other standards for permitted activities are complied with.

(b) Accessory buildings on a site within the Coopers Beachfront Estate are a permitted activity provided that:

(i) there is no more than one accessory building detached from each residential unit on the site; and

(ii) any accessory building which is detached from the residential unit has a total floor area of no more than 45m2.

7.6.5.1.3 SCALE OF ACTIVITIES This is not applicable to the The total number of people engaged at any one period of time proposal. in activities on a site, including employees and persons making use of any facilities, but excluding people who normally reside on the site or are members of the household shall not exceed:

- 2 persons per 600m² (sewered) - 2 persons per 3,000m² (unsewered)

Provided that:

(a) this number may be exceeded for a period totalling not more than 60 days in any 12 month period where the increased number of persons is a direct result of activities ancillary to the primary activity on the site; and

(b) this number may be exceeded where persons are engaged in constructing or establishing an activity (including environmental enhancement) on the site; and

(c) this number may be exceeded where persons are visiting marae.

In determining the total number of people engaged at any one period of time, the Council will consider the maximum capacity of the facility (for instance, the number of beds in visitors accommodation, the number of seats in a restaurant or theatre), the number of staff needed to cater for the maximum number of guests, and the number and nature of the vehicles that are to be accommodated on site to cater for those engaged in the activity.

7.6.5.1.4 BUILDING HEIGHT The proposed dwelling will have The maximum height of any building shall be 8m. a maximum height of 7.113m

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which is compliant with the requirements of this rule. 7.6.5.1.5 SUNLIGHT The proposal is compliant with No part of any building shall project beyond a 45 degree the requirements of this rule. recession plane as measured inwards from any point 2m vertically above ground level on any site boundary (refer to definition of Recession Plane in Chapter 3 - Definitions), except that: (a) a building may exceed this standard for a maximum distance of 10m along any one boundary other than a road boundary, provided that the maximum height of any building where it exceeds the standard is 2.7m (refer to Recession Plane Diagram B within the definition of Recession Plane in Chapter 3 – Definitions); and (b) where a site boundary adjoins a legally established entrance strip, private way, access lot, or access way serving a rear site, the measurement shall be taken from the farthest boundary of the entrance strip, private way, access lot, or access way. 7.6.5.1.6 STORMWATER MANAGEMENT Complies as shown on Sheet 02 The maximum proportion of the gross site area covered by of the Development Plans in buildings and other impermeable surfaces shall be 50% Appendix 2 of this report.

7.6.5.1.7 SET BACK FROM BOUNDARIES Complies with part (b) of this (a) The minimum building setback from road boundaries shall rule, as this is the only relevant be 3m, except that; component of the rule in relation (i) no building shall be erected within 9m of any road boundary to the proposal on the subject with Kerikeri Road on properties with a road frontage with site. Kerikeri Road between its intersection with SH10 and Cannon Drive; and (ii) no building shall be erected within 10m of the Cobham Road boundary on Lot 1 DP 28017 and Lot 1 DP 46656 (and any sites created as a result of a subdivision of these lots); (b) The minimum set-back from any boundary other than a road boundary, on all sites other than Lot 1 DP 28017 and Lot 1 DP 46656 (and any sites created as a result of a subdivision of these lots), shall be 1.2m except that no set-back is required for a maximum total length of 10m along any one such boundary; and (c) Not less than 50% of that part of the site between the road boundary and a parallel line 2m there from (i.e. a 2m wide planting strip along the road boundary) shall be landscaped, on all sites other than Lot 1 DP 28017 and Lot 1 DP 46656 (and any sites created as a result of a subdivision of these lots). For the landscaping required on Lot 1 DP 28017 and Lot 1 DP 46656 (and any sites created as a result of a subdivision of these lots) refer to Rule 7.6.5.1.10 (b) below; and (d) The minimum set back from any other boundary other than the road boundary on Lot 1 DP 28017 and Lot 1 DP 46656 (and any sites created as a result of a subdivision of these lots) shall be 3m.

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7.6.5.1.8 SCREENING FOR NEIGHBOURS - NON-RESIDENTIAL Not applicable. ACTIVITIES Except along boundaries adjoining a Commercial or Industrial zone, outdoor areas providing for activities such as parking, loading, outdoor storage and other outdoor activities associated with non-residential activities on the site shall be screened from adjoining sites by landscaping, wall/s, close boarded fence/s or trellis/es or a combination thereof. They shall be of a height sufficient to wholly or substantially separate these areas from the view of neighbouring properties. Structures shall be at least 1.8m in height, but no higher than 2.0m, along the length of the outdoor area. Where such screening is by way of landscaping it shall be a strip of vegetation which has or will attain a minimum height of 1.8m for a minimum depth of 2m. 7.6.5.1.9 OUTDOOR ACTIVITIES Not applicable. Except as otherwise provided by Rule 7.6.5.1.10, any activity may be carried out outside except that any commercial non- residential activity involving manufacturing, altering, repairing, dismantling or processing of any materials, live produce, goods or articles shall be carried out within a building. 7.6.5.1.10 VISUAL AMENITY Not applicable to this consent (a) Within the Coopers Beachfront Estate (as defined on application. Planning Map 61) domestic vehicles, and recreational vessels which are on a road trailer, may be stored on a site provided that:

(i) no materials, machinery, non-domestic vehicles or non-trailer borne vessels shall be stored; and

(ii) no repair, restoration or maintenance of any vessels shall be carried out; and

(iii) no new commercial non-residential activity involving manufacturing, altering, repairing, dismantling or processing of any materials, live produce, goods or articles, shall be carried out on a site in the Coopers Beachfront Estate, unless stored or carried out within a building, except during the period of construction and/or maintenance of a residential unit and/or accessory buildings on the site.

(b) Prior to any building work on Lot 1 DP 28017 and Lot 1 DP 46656 located on Cobham Road, Kerikeri (and any sites created as a result of a subdivision of these lots or any amalgamation of the lots) the following shall be provided:

(i) The entire length of the road boundary, other than access points, shall be fenced using a visually permeable fence of varying heights not exceeding 1.8m and shall be planted to a depth of at least 3m from the road boundary with trees and

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shrubs that reflect the non weed species present along the road corridor. The planting shall predominantly visually mitigate and screen the built development within the site when viewed from the road. Full screening of all built development is not required. This fencing and planting shall be maintained in perpetuity.

(ii) All other external boundaries of the above sites, not including the road or stream boundaries, shall be fenced using a visually permeable fence not exceeding 1.8m in height and shall be planted to a depth of at least 1.5m from the site boundary with shrubs and trees that will, in time, achieve a height sufficient to ensure the mitigation and screening of buildings within the site from neighbouring properties. Full screening of all buildings is not required. This planting shall be maintained in perpetuity. 7.6.5.1.11 TRANSPORTATION The proposal complies with the Refer to Chapter 15 – Transportation for Traffic, Parking and requirements of this rule. Access rules. 7.6.5.1.12 SITE INTENSITY - NON-RESIDENTIAL ACTIVITIES Not applicable to this consent (a) except as provided in (b) hereunder, the maximum net area application. of activities other than residential units on any site shall be 1,000m² for sewered sites, and 5,000m² for unsewered sites, except that this area may be exceeded for public reserves without buildings; (b) in the Coopers Beachfront Estate (as defined on Planning Map 61) retail sales of goods and services (excluding home stay accommodation, rental accommodation or holiday accommodation not being a camping ground or motor camp) are not a permitted activity. 7.6.5.1.13 HOURS OF OPERATION - NON-RESIDENTIAL Not applicable to this consent ACTIVITIES application. (a) the maximum number of hours the activity shall be open to visitors, clients or deliveries shall be 50 hours per week; and

(b) hours of operation shall be limited to between the hours: • 0700 - 2000 Monday to Friday • 0800 - 2000 Saturday, Sunday and Public Holidays

Provided that this rule does not apply:

(i) where the entire activity is located within a building; and

(ii) where each person engaged in the activity outside the above hours resides permanently on the site; and

(iii) where there are no visitors, clients or deliveries to or from the site outside the above hours.

Exemptions: This rule does not apply to activities that have a

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predominantly residential function such as lodges, motels and homestays. 7.6.5.1.14 KEEPING OF ANIMALS Not applicable to this consent No site shall be used for factory farming, a boarding or breeding application. kennel or a cattery. 7.6.5.1.15 NOISE Complies. All activities shall be conducted so as to ensure that noise from the site shall not exceed the following noise limits as measured at or within the boundary of any other site in this zone, or at or within the notional boundary of any dwelling in a rural or coastal zone: • 0700 to 2200 hours 50 dBA L10 • 2200 to 0700 hours 45 dBA L10 and 70 dBA Lmax 7.6.5.1.16 HELICOPTER LANDING AREA Not applicable to this consent Helicopter landing areas are not permitted. application.

7.6.5.1.17 BUILDING COVERAGE Complies. The total coverage on Any new building or alteration/addition to an existing building the site as a result of this is a permitted activity if the total Building Coverage of a site development will be 4.15%. does not exceed 45% of the gross site area.

12.3.6.1.3 EXCAVATION AND/OR FILLING, EXCLUDING MINING Does not comply. AND QUARRYING, IN THE RESIDENTIAL, INDUSTRIAL, HORTICULTURAL PROCESSING, COASTAL RESIDENTIAL AND Approximately 720m³ of RUSSELL TOWNSHIP ZONES earthworks are required in total Excavation and/or filling, excluding mining and quarrying, on to prepare the site for the any site in the Residential, Industrial, Horticultural Processing, development of the new dwelling Coastal Residential or Russell Township Zones is permitted, and these earthworks will not provided that: exceed the cut height (a) it does not exceed 200m3 in any 12 month period per site; requirements as stipulated in this and rule. (b) it does not involve a cut or filled face exceeding 1.5m in height i.e. the maximum permitted cut and fill height may be 3m.

5.1.2.2 After assessing the above relevant rules in relation to this proposal, the following are breached:

• Rule 12.3.6.1.3 Excavation and/or Filling in the Residential Zone

5.1.2.3 Overall, the application is to be assessed as a Restricted Discretionary Activity.

5.1.2.4 The activity is a Restricted Discretionary Activity as Rule 12.3.6.2.1 states:

EXCAVATION AND/OR FILLING, EXCLUDING MINING AND QUARRYING, IN THE RURAL LIVING, COASTAL LIVING, SOUTH KERIKERI INLET, GENERAL COASTAL, RECREATIONAL ACTIVITIES, CONSERVATION, WAIMATE NORTH AND POINT VERONICA ZONES

Excavation and/or filling, excluding mining and quarrying, on any site in the Rural Living, Coastal Living, South Kerikeri Inlet Zone, General Coastal, Recreational Activities,

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Conservation, Waimate North and Point Veronica Zones is a restricted discretionary activity, provided that:

(a) it does not exceed 2,000m3 in any 12 month period per site; and

(b) it does not involve a cut or filled face exceeding 1.5m in height i.e. the maximum permitted cut and fill height may be 3m.

Note 1: When undertaking any excavation (including cellar construction), or filling, compliance with Council’s earthworks bylaw (Bylaw 22) is required.

Note 2: Where a site is within an Outstanding Landscape, Outstanding Landscape Feature or Outstanding Natural Feature (as listed in Appendices 1A and 1B and/or shown on the Resource Maps), rules in Section 12.1 apply.

Note 3: Where a site is within a Coastal Hazard 1 or Coastal Hazard 2 Area (as shown on the Coastal Hazard Maps), more restrictive excavation and filling rules apply (refer to rules in 12.4).

Note 4: Some normal rural practices that involve excavation or filling, such as the maintenance of rural tracks, dams, fences and fence lines; land cultivation; clearing of drains; and obtaining of roading material for use on the same production unit, are excluded from the definitions of excavation and filling (refer to Chapter 3 Definitions).

Note 5: When excavation and/or filling, including mining and quarrying is within the National Grid Yard, more restrictive excavation and/or filling thresholds apply (refer to Rule 12.3.6.1.5).

5.1.2.7 As the proposed earthworks will not exceed the volumes and heights listed in parts (a) and (b) of the rule, the activity is classed as this.

6 Resource Management

6.1 Section 95 – Notification

6.1.1 The new step by step section 95 process has been followed below:

Step 1: Mandatory Public Notification – s95A(2) and (3)

Criteria Yes/No (a) Public Notification at Applicant’s request - s95A(3)(a) No

(b) Public Notification is required under section 95C (s95A(3)(b)) No

(c) Public Notification is required as the application is a joint application with an No application under section 15AA of the Reserves Act 1977, to exchange recreation reserve land (s95A(3)(c))

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Step 2: Public Notification Precluded in Certain Circumstances – s95A (4) and (5)

Criteria Yes/No (a) Rules or National Environmental Standards that preclude public notification No – s95A(5)(a)

(b) Any Controlled Activities – s95A(5)(b)(i) No (c) Subdivision - Restricted Discretionary, Discretionary – s95A(5)(b)(ii) No (d) Residential Activities - Restricted Discretionary, Discretionary – s95A(5)(b)(ii) Yes (e) Boundary Activities – Restricted Discretionary, Discretionary or Non Yes Complying – s95A(5)(b)(iii) (f) A prescribed activity – s360H(1)(a)(i) No

1 “Residential Activity” means an activity which requires resource consent that is associated with the construction, alteration or use of dwelling houses on land that under the District Plan is intended to be used solely or principally for residential purposes.

2 “Boundary activity means an activity which requires a resource consent because of the application of 1 or more boundary rules, but no other district rules, to the activity; and no infringed boundary is a public boundary.

RMA Definitions under section 95: The proposal meets the definition of residential activity as defined under section 95A(6) of the RMA as the application is for a new dwelling and will be constructed on land that is intended to be used solely or principally for residential purposes (indeed it is zoned Residential and is already home to an existing dwelling).

Because the proposal meets the definition of residential activity under the RMA, public notification is precluded unless special circumstances apply, and no further assessment of environmental effects for public notification is required.

Step 4: Public Notification in Special Circumstances - s95A(9)

There are no special circumstances as there is nothing that is unusual, abnormal or exceptional about this application.

6.2 Section 95B – Effects on owners and occupiers

6.2.1 The steps set out in sections 95B(2) – 95B(10) must be followed to determine whether to give limited notification of an application for a resource consent, if the application is not publicly notified under section 95A.

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Step 1: Certain Affected Groups and Affected Persons must be notified - s95B(2)-(4)

Criteria Yes/No (a) Are there any affected protected customary rights groups – s95B(2)(a) No

(b) Is the activity on or adjacent to or may affect land that is the subject of a No statutory acknowledgement made in accordance with an Act specified in Schedule 11 – s95B(3)(a)

Step 2: Limited Notification Precluded in Certain Circumstances – s95B(5)(6)

Criteria Yes/No (a) The application is for one or more activities and each activity is subject to a No rule or NES that precludes Limited Notification – S95B(6)(a) (b) The application is a controlled activity landuse -s95B(6)(b)(i) No (c) The application is a prescribed activity (see section 360H(1)(a)(ii)) No

Step 3: Certain other persons must be notified – s95B(7)

The application is for a proposed new residential dwelling to be located on a site within a residential area in Cable Bay. The proposed dwelling is able to comply with all underlying zone rules apart from those relating to Earthworks.

An assessment is now required under s95B(8) to determine whether a person is an affected person in accordance with section 95E.

None of the surrounding properties are considered to be adversely affected by the proposed new dwelling. The reasons for this are explained below:

- The proposed dwelling is in keeping with the land uses that are found in this part of Cable Bay. It is a residential development within a residentially zoned area of the settlement.

- The house design is typical of that of a new build dwelling that can be found in the area and is of a size and scale which makes appropriate use of the land area available to it.

- The sloping topography of the subject site will require a moderate volume of earthworks to be undertaken in order to create a suitable building platform for the house to be located on, as well as providing for an accessway to the new dwelling.

- The proposed development for the subject site will be entirely in keeping with the intentions of the residential zone and the area in which it is to be located. The Residential Intensity Rule is complied with, as are all other development standards for the underlying residential zoning.

- The 2nd dwelling on the site will not exceed the permitted vehicle movements which can be generated on a site in the residential zone for this type of residential activity. As a result, this

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is in line with the permitted standards of the plan and ensures that there will be no adverse effects on the surrounding sites in relation to traffic volumes accessing and egressing the subject site.

- The earthworks proposed as part of this development are considered to be moderate in terms of the size and scale of the development and are generated mainly due to the topography dictating the volumes required for a building platform and accessway for the new dwelling.

- The earthworks should be able to be undertaken and completed within 7 days (possibly sooner) depending on weather conditions.

- The cut material from the site will not be removed from the property, with all of it being reused on site as fill. This ensures that there are minimal vehicle movements generated by the proposed earthworks, reducing potential adverse traffic effects on the surrounding neighbouring properties and local road network.

- The cut height and depth will be in line with the permitted standards provided for in the Residential Zoning and as such will not exacerbate any natural hazards on the site or in the surrounding area. The cut areas will also be stabilised by the proposed masonry walls which will form the base of the proposed dwelling.

- Standard Council conditions of consent relating to earthworks management, sediment and erosion control could be included on any consent decision from Council, if considered necessary.

6.2.2 The proposal is for the development of a residential dwelling on the subject site, which has been designed to be sympathetic and in keeping area that it is to be located in.

Overall, it is my recommendation that the application be processed on a non-notified basis for the following reasons:

1. As a residential activity, public notification is excluded and there are no special circumstances that require notification.

2. The dwelling is considered to be appropriately located to make best use of the irregularly shaped subject site and to ensure that a high level of residential amenity is maintained.

3. The design, colour scheme and materials of the dwelling are sympathetic and in keeping with the overall character and amenity of the development.

4. The effects on persons or parties will be less than minor due to the small nature of the infringements and the location of the proposed dwelling in relation to the neighbouring dwellings & sections.

5. The proposed earthworks required to be undertaken on the site are considered to be moderate in both size and scale and not anticipated to result in any adverse effects on the surrounding properties due to their temporary duration.

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7 Substantive Decision

7.1 Section 104C – Determination of Applications

7.1.1 Council’s decision in terms of the restricted discretionary activity must be made in terms of section 104C of the Resource Management Act (RMA). Section 104C states:

“(1) When considering an application for a resource consent for a restricted discretionary activity, a consent authority must consider only those matters over which— (a) a discretion is restricted in national environmental standards or other regulations: (b) it has restricted the exercise of its discretion in its plan or proposed plan. (2) The consent authority may grant or refuse the application. (3) However, if it grants the application, the consent authority may impose conditions under section 108 only for those matters over which— (a) a discretion is restricted in national environmental standards or other regulations: (b) it has restricted the exercise of its discretion in its plan or proposed plan.”

Section 104 outlines the following matters, which are relevant for consideration of the application:

“(1) (a) any actual and potential effects on the environment of allowing the activity; and (b) any relevant provisions of – (vi) a plan or proposed plan; and (c) any other matter the consent authority considers relevant and reasonably necessary to determine the application.

7.2 District Plan Assessment Criteria

7.2.1 The Council will restrict the exercise of its discretion to (District Plan criteria in Bold Italic font with the criteria assessment below each point in normal font):

(i) the effects of the area and volume of soils and other materials to be excavated; and

The proposed residence requires the following volumes and areas to be undertaken on the site in order to prepare the property to receive the development:

- Total volume of cut = 360m³ - Total Volume of fill = 360m³ - Cut height = 2.455m (approximately) - Total earthworks volume = 720m³ - Total earthworks area = 240m²

The volume of earthworks required is not considered to be of a volume that is unusual or unreasonable for a site with this topography and for a dwelling with additional driveway requirements.

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The earthworks volume and area is a result of the development requirements to cut in to the natural slope of the site as well as providing for additional driveway connections for the dwelling to the existing on site driveway which already services the sites existing house, shed and garage.

(ii) the effects of height and slope of the cut or filled faces; and

The cut faces of the proposed earthworks will not exceed the permitted cut height requirements as stipulated in the District Plan. Due to this, there are not considered to be any adverse effects in relation to the exacerbation of natural hazards on the site.

The tallest cut face on the site will be retained by the house which will be partially built into the sites natural sloping topography.

(iii) the time of the year when the earthworks will be carried out and the duration of the activity; and

The earthworks are expected to be undertaken towards the end of 2019 clear of the traditional winter conditions experienced by the Far North district. As a result of this, this timing of works reduces the risk of sedimentation and erosion runoff which can occur as a result of rainy periods.

(iv) the degree to which the activity may cause or exacerbate erosion and/or other natural hazards on the site or in the vicinity of the site, particularly lakes, rivers, wetlands and the coastline; and

The proposed new dwelling on the site and its associated earthworks are not considered to exacerbate erosion or any other natural hazards in relation to the site or any lakes, river or coastline that is in the vicinity of the property.

The earthworks are considered moderate in scale in terms of the topography of the site and the proposed development and the site has no hazards listed on the property, that are directly impacted on or effected by the proposed new dwelling and its accessway.

(v) the extent to which the activity may adversely impact on visual and amenity values; and

There are not considered to be any adverse visual effects resulting from the proposed earthworks and development. There will be an area of cut created as part of the early site development, but this will then be covered by the proposed new dwelling which will built in the platform created in the natural slope of the site.

All areas of earthworks will be re-grassed upon completion of the development on site as to ensure a finished, natural look to the property when viewed from the sites surrounds.

The earthworks required to create the driveway extension from the existing accessway to the new dwelling will be finished with a matching surface to that of the original existing accessway which is currently servicing the sites existing dwelling and accessory buildings. This new driveway area will not be readily visible when viewed from the sites surrounds.

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 17

(vi) the extent to which the activity may adversely affect cultural and spiritual values; and

There are no cultural or heritage sites listed on the property and as a result of this there are not considered to be any adverse effects on these matters.

It is recommended however that in case of a discovery during the duration of the earthworks that an Accidental Discovery Protocol advice note be placed on the consent decision.

(vii) the extent to which the activity may adversely affect areas of significant indigenous vegetation or significant habitats of indigenous fauna; and

This is not applicable to the subject site as there are no areas of significant indigenous vegetation or significant habitats found on the property.

(viii)the number, trip pattern and type of vehicles associated with the activity; and

The earthworks required to be undertaken on the site will result in many truck trip numbers. A total of 360m³ of cut is to be undertaken on site, which will then be used as fill on the property. As a result of this, no material is required to be taken away ensuring that truck numbers are virtually none and there are no adverse traffic effects on either the surrounding neighbouring properties or the local road network.

(ix) the location, adequacy and safety of vehicular access and egress; and

The sites existing access will be used to develop the property. This access is on to State Highway 10 which is a Limited Access Road. As outlined in Section 4 of this report, the NZTA have been consulted with and they have provided their written approvals to this proposal via a letter and have also recommended that in order to support this proposal the entrance of the site will need to be upgraded to be in line with their regulations around the number of dwellings accessing a Limited Access Road.

(x) the means by which any adverse environmental effects of the activity will be avoided, remedied or mitigated.

Silt fences and other standard methods or earthworks management and control will be implemented by the earthmovers undertaking the development on the site. However, it is anticipated that Council will be including their standard conditions of consent in relation to earthworks on the consent decision when issued which will ensure that works are undertaken and managed in line with the Council expectations and guideline requirements.

7.3 Objectives and Policies

7.3.1 The applications proposed works are assessed against the below objectives and policies of the Far North District Plan:

Objectives 7.3.1 To ensure that urban activities do not cause adverse environmental effects on the natural and physical resources of the District.

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 18

7.3.2 To enable the continuing use of buildings and infrastructure in urban areas, particularly where these are under-utilised.

7.3.3 To avoid, remedy or mitigate the adverse effects of activities on the amenity values of existing urban environments.

7.3.4 To enable urban activities to establish in areas where their potential effects will not adversely affect the character and amenity of those areas.

7.3.5 To achieve the development of community services as an integral and complementary component of urban development.

7.3.6 To ensure that sufficient water storage is available to meet the needs of the community all year round.

The proposed new dwelling on the subject site is consistent with, and not in conflict with, the above Objectives.

Policies 7.4.1 That amenity values of existing and newly developed areas be maintained or enhanced.

7.4.2 That the permissible level of effects created or received in residential areas reflects those appropriate for residential activities.

7.4.3 That adverse effects on publicly-provided facilities and services be avoided or remedied by new development, through the provision of additional services.

7.4.4 That stormwater systems for urban development be designed to minimise adverse effects on the environment.

7.4.5 That new urban development avoid: (a) adversely affecting the natural character of the coastal environment, lakes, rivers, wetlands or their margins; (b) adversely affecting areas of significant indigenous vegetation or significant habitats of indigenous fauna; (c) adversely affecting outstanding natural features, landscapes and heritage resources; (d) adversely affecting the relationship of Maori and their culture and traditions with their ancestral lands, water, sites, waahi tapu, and other taonga; (e) areas where natural hazards could adversely affect the physical resources of urban development or pose risk to people’s health and safety; (f) areas containing finite resources which can reasonably be expected to be valuable for future generations, where urban development would adversely affect their availability; (g) adversely affecting the safety and efficiency of the roading network; (h) the loss or permanent removal of highly productive and versatile soils from primary production due to subdivision and development for urban purposes.

7.4.6 That the natural and historic heritage of urban settlements in the District be protected (refer to Chapter 12).

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 19

7.4.7 That urban areas with distinctive characteristics be managed to maintain and enhance the level of amenity derived from those characteristics.

7.4.8 That infrastructure for urban areas be designed and operated in a way which: (a) avoids remedies or mitigates adverse effects on the environment; (b) provides adequately for the reasonably foreseeable needs of future generations; and (c) safeguards the life-supporting capacity of air, water, soil and ecosystems.

7.4.9 That the need for community services in urban areas is recognised and provided for.

The proposed new dwelling on the subject site is considered consistent with, and not in conflict with, the above Policies.

Policy 7.4.6 is not applicable to this proposed development on the subject site.

Objectives 7.6.3.1 To achieve the development of new residential areas at similar densities to those prevailing at present.

7.6.3.2 To enable development of a wide range of activities within residential areas where the effects are compatible with the effects of residential activity.

7.6.3.3 To protect the special amenity values of residential sites on the urban fringe, specifically Lot 1 DP 28017, Lot 1 DP 46656, Lot 1 DP 404507, Lot 1 DP 181291, Lot 2 DP 103531, Lot 1 DP 103531, Lot 2 DP 58333, Pt Lot 1 DP 58333 (and any sites created as a result of a subdivision of these lots), and those having frontage to Kerikeri Road between its intersection with SH10 and Cannon Drive.

The proposed new dwelling on the subject site is consistent with, and not in conflict with, the above Objectives (although 7.6.3.3 is not applicable to this consent application).

Policies 7.6.4.1 That the Residential Zone be applied to those parts of the District that are currently predominantly residential in form and character.

7.6.4.2 That the Residential Zone be applied to areas which are currently residential but where there is scope for new residential development.

7.6.4.3 That the Residential Zone be applied to areas where expansion would be sustainable in terms of its effects on the environment.

7.6.4.4 That the Residential Zone provide for a range of housing types and forms of accommodation.

7.6.4.5 That non-residential activities only be allowed to establish within residential areas where they will not detract from the existing residential environment.

7.6.4.6 That activities with net effects that exceed those of a typical single residential unit, be required to avoid, remedy or mitigate those effects with respect to the ecological and amenity values and general peaceful enjoyment of adjacent residential activities.

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 20

7.6.4.7 That residential activities have sufficient land associated with each household unit to provide for outdoor space, planting, parking and manoeuvring.

7.6.4.8 That the portion of a site or of a development that is covered in buildings and other impermeable surfaces be limited so as to provide open space around buildings to enable planting, and to reduce adverse hydrological, ecological and amenity effects.

7.6.4.9 That sites have adequate access to sunlight and daylight.

7.6.4.10 That provision be made to ensure a reasonable level of privacy for inhabitants of buildings on a site.

7.6.4.11 That the built form of development allowed on residential sites on the urban fringe, specifically Lot 1 DP 28017, Lot 1 DP 46656, Lot 1 DP 404507, Lot 1 DP 181291, Lot 2 DP 103531, Lot 1 DP 103531, Lot 2 DP 58333, Pt Lot 1 DP 58333 (and any sites created as a result of a subdivision of these lots), and those with frontage to Kerikeri Road between its intersection with SH10 and Cannon Drive remains small in scale, set back from the road, relatively inconspicuous and in harmony with landscape plantings and shelter belts.

The proposed new dwelling on the subject site is consistent with, and not in conflict with, the above Policies.

Policies 7.6.4.5 and 7.6.4.11 are not applicable to the proposal in this consent application.

Objectives 12.3.3.1 To achieve an integrated approach to the responsibilities of the Northland Regional Council and Far North District Council in respect to the management of adverse effects arising from soil excavation and filling, and minerals extraction.

12.3.3.2 To maintain the life supporting capacity of the soils of the District.

12.3.3.3 To avoid, remedy or mitigate adverse effects associated with soil excavation or filling.

12.3.3.4 To enable the efficient extraction of minerals whilst avoiding, remedying or mitigating any adverse environmental effects that may arise from this activity.

This consent applications proposal is consistent with, and therefore not in conflict with, the above Objectives relating to earthworks.

Policies 12.3.4.1 That the adverse effects of soil erosion are avoided, remedied or mitigated.

12.3.4.2 That the development of buildings or impermeable surfaces in rural areas be managed so as to minimise adverse effects on the life supporting capacity of the soil.

12.3.4.3 That where practicable, activities associated with soil and mineral extraction be located away from areas where that activity would pose a significant risk of adverse effects to the environment and/or to human health. Such areas may include those where: (a) there

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 21

are people living in close proximity to the site or land in the vicinity of the site is zoned Residential, Rural Living, Coastal Residential or Coastal Living; (b) there are significant ecological, landscape, cultural, spiritual or heritage values; (c) there is a potential for adverse effects on lakes, rivers, wetlands and the coastline; (d) natural hazards may pose unacceptable risks.

12.3.4.4 That soil excavation and filling, and mineral extraction activities be designed, constructed and operated to avoid, remedy or mitigate adverse effects on people and the environment.

12.3.4.5 That soil conservation be promoted.

12.3.4.6 That mining tailings that contain toxic or bio-accumulative chemicals are contained in such a way that adverse effects on the environment are avoided.

12.3.4.7 That applications for discretionary activity consent involving mining and quarrying be accompanied by a Development Plan.

12.3.4.8 That as part of a Development Plan rehabilitation programmes for areas no longer capable of being actively mined or quarried may be required.

12.3.4.9 That soil excavation and filling in the National Grid Yard are managed to ensure the stability of National Grid support structures and the minimum ground to conductor clearances are maintained.

12.3.4.10 To ensure that soil excavation and filling are managed appropriately, normal rural practices as defined in Chapter 3 will not be exempt when determining compliance with rules relating to earthworks, except if the permitted standards in the National Grid Yard specify that activity is exempt.

This consent applications proposal is consistent with, and therefore not in conflict with, the above Policies relating to earthworks.

Policies 12.3.4.4, 12.3.4.6, 12.3.4.7, 12.3.4.8 and 12.3.4.9 are not applicable to this consent application proposal.

7.3.2 After reviewing the relevant zones assessment criteria and Objectives and Policies from the District Plan, it is considered that:

• The actual and potential effects of the proposal are acceptable.

• The proposal is consistent with the objectives and policies of the District Plan.

• There are no other matters that are considered relevant to this proposal.

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 22

7.4 Part 2 Matters

7.4.1 Section 104 of the Act is subject to Part 2 of the Act:

- Section 5 of the Act outlines the Act’s purpose, the basic principle of which is sustainable management – It is considered that the proposed new dwelling and its associated earthworks are in line with this section.

- Section 6 of the Act outlines matters of national importance - it is considered that none of sub sections (a) to (f) are relevant to this case.

- Section 7 outlines the other matters for consideration.

- Section 8 concerns the principles of the Treaty of Waitangi.

Overall it is considered that the proposed new development is not in conflict with, and therefore satisfies, all of the above sections of Part 2 of the Act.

8 Conclusion

8.1 It is considered that the proposal should be granted subject to standard conditions.

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 23

Appendix 1 Certificate of Title & Interests

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 24

Appendix 2 Development Plans

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 25

Appendix 3 Accompanying Reports

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 26

Appendix 4 NZTA Correspondence

Proposed new residential dwelling at 360 SH10, Cable Bay - Application for Resource Consent Page 27

Client Concept Approval

Concept plan approved by client to proceed to Detailed Design

Date: DAVEY RESIDENCE Signed: Note: Changes to Plans once Concept NEW DWELLING Approval is signed will incur additional charges

LOT 2, DP 184767, STATE HIGHWAY 10, CABLE BAY, 0420

2/07/2019 11:23:59 AM

Arcline Architecture Ltd

49 Matthews Ave (Ph): (09 408 2233 Kaitaia (Fax): (09) 408 2358 New Zealand (Mob): 021 220 1198 (Email): [email protected] All work shall comply with NZS3604.2011 and the Building Code of New Zealand & Engineers Design

Client Concept Approval

Concept plan approved by client to proceed to Detailed Design

Date:

Signed:

Note: Changes to Plans once Concept Approval is signed will incur additional charges

CLIENT CONCEPT SET Revision Date Coastal Homes Ltd PRESENTATION DAVEY RESIDENCE Rev Scale: 1 : 1 Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 01 (Mobile): 021 220 1198 11:24:00 AM (Email): [email protected] BDY

1 5 2 5 8 ° 6.2 8.620m 3 . 6 2 2 '5 All work shall comply with NZS3604.2011 and the 0 7 26 1 . " 2 21 2 5 5m 90° 390 ° 32' 155° 32" 57" 214" Building Code of New Zealand & Engineers Design " 14" BDY SITE PLAN NOTES: BDY BDY

Site Description

2 POST3 2 2.0 2 Lot Number Lot 2

F 2 21.1 15 m 8"

" DP Number 184767 0 S 8 '0 F 21 93 F 0 2 9 3

20 4 22. 71 20. 19 ° . 0 0 2 2 3 2

S 21 34 Zoning Residential F 32" 0 19. 1719 0.49 2 F F 1 S 8 2 23. 91 18. 21 4 20 46 Wind Zone Very High S 20° 21 59

1 S F7 19 86 17. 05 S 2" 24 27 94 Earthquake Zone 1 1 6 .69 4 F S .686 S F 29 86m " 29 1° 19 00 24. 56 S 50 6 2 17 74 ' 5 5 " 5 15. 74 13 ' " 0 21 00 1° . 2 1 3 ° 4 0 F 5 0 2 Topographic Steep Slope S 15. 30 0" 1 2 BDY S 23 42 24 58 S 16 91 POST S S 1 3 5.1 18 48 17 60 1 " 1 S S S 4.15 23 86 21 34 20 49 41.056m Exposure & Durability Zone D (Sea Spray) 1 F S 10° 24. 89 32' 22 19 1 20"2 1 16 34 4.1 2 4° 32 5 m 2 5 S S 19 95 S 200° 3 18 95 " 2 S F 22 30 15. 48 0 BDY S " 20 10 S 23 29 S S F 20 82 S 21 40 S F Building Coverage 25. 32 22 54 18 88 16 11 15. 77 S S S S S 18 36 19 94 16 92 16 24 87 S 21 77 S 23 30 24 37 S S S 23 76 21 21 Site Area 1.8246ha 18246m² S S 23 24 S 19 14 S 22 84 17 90 22 88 S S 22 43 S 17 21 69 22 55 Buildings (Existing) 553m² 2 S 6 21 81 S 20 67 S 20 11 23 06 S F S 19 62 17. 70 S 19 07 18 50 S S Buidings (Proposed) 205m² F 26. 26 25 88 25 27 S S BDY F 17. 99 19 55 18 84 18 40 1 24 90 20 72 20 38 S S 8 S 24 37 23 59 21 48 S S S Total Permitted 45% S S 22 78 S " S 1 6.7 BDY 6 16 m 2 .83m7 7 2 83 4 F 2 27. 01 90° 390° 3 2'1 Total Proposed 758m² 4.15% 4 1 " 6" 2 01 4 .62 7 8 0. 4" °11' '3 03 2" 1 32 ° 45 98 1" " 2 1 7 26 40 25 91 8.622m S 4 27 14 S 25 34 F BDY . 1 2 S 24 43 18. 91 " S S 23 59 4 21 90 1 9.0 S 9 2 2 " S POST3 9 2 21 18 6 5 ' S 20 83 0 . 2 28 F S 20 39 3 245° 32" 34" 0 27. 98 F 30 ° 9 27. 16 S 19 87 8° 0 F26. 53 63m0 F25. 89 S 2 F 24. 96 F 2" 5 24. 03 9 Stormwater Management F 19. 80 F21. 72 F .0 21. 41 F 21. 21 1 3 F 20. 79 F29. 77 22 09 F POST 0 20. 37 203 28 67 S 0.0 S 2 930 0° 21 Site Area 1.8246ha 18246m² 27 97 S 27 77 S 24 51 21 67 29 41 S 23 81 S 20 S S 27 65 S 21 74 Existing Roof Areas 595m² S 27 21 21 62 3 23 41 S 1 F31. 03 S S 29 00 S

31 10 24 68 Lot 2 S S Proposed Roof Areas 335m² 28 97 23 26 S 27 27 S 22 52 22 S S 32 28 78 22 20 S S 31 08 24 69 S 26 61 S Drives & paths (Existing) 1180m² S BDY F32. 59 24 31 S 30 89 26 31 S S 29 64 DP 184767 3 S 3 30 46 28 76 24 15 Drives & paths (Proposed) 219m² S S 32 19 S 23 072 S 3S 25 80 S 23 94 Existing Driveway S 31 70 S 29 49 S 28 30 Total Permitted 50% S 25 21 F33. 73 S 31 16 S 24 00 29 22 S 34 S 24 24 94 24 51 28 06 S 1.8246ha 33 37 S S S 30 68 Total Proposed 2329m² 12.76% S 850 " 50m54 23. 24 92 °24' S 8 . 231 25 28 97 27 79 25 55 S S S 33 05 24" 54" S 29 90 23 S 28 45 27 21 26 46 ° S 27 42 S 35 S 26 1526 S 26 59 S 1 S F35. 21 29 07 S 23 32 55 District Plan Compliance S 28 74 26 45 S S 34 56 S 28 01 2 32 16 S 27 13 26 41 6 25 66 S S S S Building Height (Permitted) 8m max 33 96 BDY S 26 78 3 S 6 25 89 F36. 13 S 33 19 S 31 73 S 31 48 (Proposed) Complies 32 55 S 35 77 S S

31 02 S Sunlight Complies 35 29 S 32 05 30 21 3 S S 7 Existing 29 27 S 28 48 31 51 S 34 88 S 27 74 25 91 S S 26 92 S F37. 46 S House 30 72 S TB 34 43 29 90 20. 65 S S Setbacks to Boundaries: F37. 99 37 10 29 06 2 Proposed 1 S S 28 29 25 88 S 26 36 BB 26 99 S S 34 02 S 21. 08 S 2 6 Permitted Setback =12m min from road boundaries, 3m from 37 91 2936 57 2 " S Dwelling 2 S 8 33 66 S 1 38 20 Proposed 26 52 0m TB 0 " 27 64 S 6 1 33 08 20. 70 6.1 '5 boundaries other than road boundary (no set back required for max length of 10m) 35 86 S 2 BB 6 2 S 3 S 3 20. 84 °0 1 18 0° . 2 2" 5 BDY Driveway 0 35 30 32 30 S 2 S 31 88 4 36 ° S 31 23 BB 38. 61 20. 80 F S 30 47 S 5 34 62 POST7.3 S 2 38. 29 TB F TB 25 25. 00 218 26. 99 TB TB 2625. 93 33 83 28. 5628. 45 8 S F POST5.7 TB 2 25. 39 38 13 6 BB TB 37. 70 POST6.2 4 20. 74 20. 47 F 33 00 2 .3 5 S 29. 50 M2 1 31 52 TB 7 E 4 5 F 4 . 32 55 S 30. 02 5 0 BB 9 EM2 S 4 .0 25. 44 . TB 32 11 364 5 25. 24 4 M2 0.0 00m36. 96 S E 29 0 2 0 F 90 3 °32 7 0° '40 BB " 19 TB 25. 63 31. 50 3 3 1 30. 96 8000 F 3 2" 4 F36. 41 1 32. 03 SHED 2 F M 0 3 E2 E 2 5 M BB " . 20. 68 6 Client Concept Approval 25 1 .36 3 BB TB 6 25. 50 20. 40 35. 59 33. 05 F F TB 3 E 25. 28 3 M 25 33 68 .61 34. 68 S E BDY 11 3 M 5 F S 25 1 25 75SHED .41 4.3 0 3 3 5 POSTBDY 4 0 TB (m 31. 65 E ason M BB 20. 59 TB ry e 20. 14 BB dg 25. 73 Concept plan approved by client to TB e) 25. 39 TB 31. 25 proceed to Detailed Design BB 327 25 20. 45 E Existing M 2 EM 5. BB 86 .001m 25. 84 25. 37 ° 20 3 2 TB 2 5 TB 25. 13 20. 00 7 .0 ° 20 2 0 2 4 1 Garage '4 BB 6 20. 14 4" " TB31. 19 Date: 7 46" .5 25 E BB 20. 13 EM M 25.57 BB S 25. 99 25 66 TB 20. 19 SHED

S S TB 25. 02 25 78 25 55 E M 25 2 . 5 BB 21. 02 Signed: 9 TB BB25. 92 8 EM 31. 10 .3 S 9 21 25 89SHED

3 1 BDY TB 21. 44

BB25. 96 S 25 72 TB 24. 75 Existing Note: Changes to Plans once Concept

BB21. 86 TB30. 45 22

M 2 M 2 5 E E Shed 5 .1 Approval is signed will incur additional BB26. 03 .2 1 8 TB 22. 33 S 25 80 6" TB30. 43 m 4 charges TB 24. 89 2 " 6 2 4 3 '

3 3 BB25. 86 . 4 °1 6 4 3" TB29. 93 9 3 1 0 33 BB22. 54 1 .

M 3 2 2

E E 5 .

0 M 8 4 ° 2 4.9 6 6 25. 07 BB TB 24. 45 TB 23. 29 94 TB29. 49 TB 24. 80 1

28. 85 2 TB 9 BB23. 28 " E E M 2 M 24. 59 4. TB 23. 41 3 BB 62 2 28. 52 4. TB 40 TB 24. 42 TB 23. 85 " 3 4 05m' 5 2 0 " 4 23. 37 3 0 TB ° . 0 0 2 4 .0 BB 23. 32 32 27. 93 2TB 8 BB24. 10 ° 3 40 TB2 22. 90 TB 23. 78

E 27. 46 M 20 TB E M 2 23. 3.82 53

23.3 03 TB 2 23. 61 BB E 3 M 2 2 7 23.14 TB 22. 97

TB26. 61

E 23. 15 22 2 M 2 6 BB 3.19 TB 21. 55 TB 25. 33 E M 21 21.47 TB 20. 32 2 5 0 2 EM 19 20.

24. 24 0 8 E EMEC.3 9 ES TB 22. 49 22.38 9 1 8.9 8.69 BB M 1 DI1 8.81 1 1 1 1EC9 9.0 191 2 1 4 9

9 EC 9.7DI 9.50 23. 49 1 1 TB ES59.71 EC 9.91 BB21. 71 1 BDY DI 0.19 0 2 EC 0.8 20 E 21.56 2 M 21. 57 5 EC 0.7 2 22. 83 BB 2 3 TB 1.25 E6 2 ES 0.93 1.6 M 2 EC 2 2 DI 1.55 5 1 BDY 4 2 1.6 2.2 EC 2 EC 2 DI 2.09 1 2 ES2.2 1.97 EC 2 2 2

2

16 95.3 3 1 9 5 5.3 70m 29 7 2 0 90° 32' ° 1 . 0° 40 6 " 3 5 912m °2 SITE PLAN (OVERALL) 1 . 3 9 9 1 ' 2 4 2 2" 4 3 " 0" 9"

43" 1 : 750

CLIENT CONCEPT SET BDY Revision Date Coastal Homes Ltd SITE PLAN (OVERALL) DAVEY RESIDENCE Rev Scale: As indicated Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 02 (Mobile): 021 220 1198 11:24:01 AM (Email): [email protected] All work shall comply with NZS3604.2011 and the Building Code of New Zealand & Engineers Design Earthworks

Total Permitted 200m³ in any 12 month period Cut 360m³ Fill 360m³ Gross Cut / Fill 720m³ 2/25000L water pump, promax Tanks water cover over Cut Surface Area 220m² (Buried) Lot 2 Fill Surface Area 240m²

50Ø link DP 184767 Strip topsoil, engineer to inspect then compact GAP65 hardfill 33000 1.8246ha 1m outside building perimeter line 100 Ø ove rflow Client Concept Approval

34000 Concept plan approved by client to 210 (m 89 proceed to Detailed Design asonr y wa l l) Temporary Silt Control Fence Date: 35000 Battered bank to FNDC standards Signed:

Note: Changes to Plans once Concept Approval is signed will incur additional charges Connect 100Ø overflow 26000 to 450sq cesspit 70 36000 2 Cut site @

24 31.15m

27000 19 Proposed extension of 40 e 0 retaining wall to join FFL 31.50m lin 3 Firth Grass e existing ) (Basement) 3215 ll pavers 37000 wa nry 28000 (maso Existing SS pip to existing settlement pond 100Ø SS conn 29000 ect to pipe, Back-filled area 883 exi 38000 20 Masonry Retaining sting li e) ne Existing sewer line, (to fram wall with 100Ø confirm on site Novacoil in filter cloth, 30000 200mm wide trafficable ) Driveway channel grate Existing top swale 29 4 me a dish in ground r 219m² 12 f 31000 Proposed o t ( culvert FFL 35.00m (Upper Storey) 32000 Existing 16 retaining wall 781 450sq cesspit, approx 2m high Battered bank 18766 100Ø link to culvert 4 7 0.0 4 290° 00m 6 32" 4 7 0" 33000 1 8000

masonry)

o t ( Connect 100Ø 12 169 Novacoil to 450sq 34000 cesspit Run power line from existing shed 3952 Existing open drain at back of shed 7098 SITE PLAN 34.31m (post) 1 : 200

Existing Shed CLIENT CONCEPT SET Revision Date Coastal Homes Ltd SITE PLAN DAVEY RESIDENCE Rev Scale: As indicated Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 03 (Mobile): 021 220 1198 11:24:09 AM (Email): [email protected] All work shall comply with NZS3604.2011 and the Building Code of New Zealand & Engineers Design Client Concept Approval 1400 19400 12950 6450 Concept plan approved by client to 190 4960 90 4960 90 2470 190 proceed to Detailed Design 70 4180 90 620 2400 70 Date:

1 1 Aluminium screen Signed: Floor above 09 10

300 Note: Changes to Plans once Concept Approval is signed will incur additional charges Underfloor

3000 heating to 3000 basement 2700 roller blinds to bedrooms 2.1h x 3.0w 2.1h x 3.0w 910 190 190 70 70 WM

Bedroom 2 Bedroom 3 Dry Vent to dryer

WR 8410 Carpet Carpet through wall 2.1h x 0.8w 2.1h x

3620 Carport 3620 Bunk Laundry 5410 5220 5600

1110 90 2420 910 C/S 910 C/S 1000 C/S 901440 7600 7600 7220 HTR Bathroom Hall Walls and 0.6w 1.2h x 450 90 5090 90 floors tiled to 1000 bathroom 810 910 C/S Wooden flooring 190 overlay to hatched area Masonry support Wall Storage 12600 1820 90 1460 WC 810 300Lt HWC,

1.2h x 0.6w 1.2h x Solar capacity 70 1220 90 2060 190 Heat pump Foyer location UP Base access

door 6810 7190 Base access door 4810 5000 Oak and tread staircase

Landing Masonry support wall 190 190

1 1 09 10

70 2020 90 1820 90 4920 70 3230 70 Areas 190 9010 190 3370 190 9200 3750 Ground Floor (over framing) 118m² First Floor (over framing) 172m² 12950 Floor Total (over framing) 290m²

Decking 183m²

CLIENT CONCEPT SET Revision Date Coastal Homes Ltd BASEMENT FLOOR DAVEY RESIDENCE Rev Scale: As indicated Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 PLAN SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 04 (Mobile): 021 220 1198 11:24:11 AM (Email): [email protected] All work shall comply with NZS3604.2011 and the Building Code of New Zealand & Engineers Design 1400 18000 1400 Client Concept Approval 5000 8000 5000 140 4860 190 7620 190 4860 140 Concept plan approved by client to proceed to Detailed Design

1 1 Frameless glass Date: balustrades Roof Insulation 09 10 2 layers of Pink Batts R3.2 skillion Signed: g) Wall Insulation Note: Changes to Plans once Concept

Ultra 4.0 (140mm walls) han Approval is signed will incur additional Ultra 2.8 (90mm walls) er charges 2000 2000 140 x 32 Hardwood

(roof ov (roof Decking Planks on H5

190 Ex 290 x 45 cut to suit 190 3.6h x 7.42w aluminium Timber flooring corner Future Spa FFL 34500 overlay to hatched FFL 34500 Future Spa pool area pool

240 x 45 SG8 H1.2 Living Dining floor joists @ 400crs over 21mm H3.2 FFL both ways both ways 3.0h x 4.0w 3.0h x 4.0w 3.0h x FL -500 6410 6410

plywood substrate, over Sliders to open Sliders to open

6220 Wire for electrical 34.50m 6220 membrane roofing blinds (all living)

Membrane to Timber flooring have roof vents DN overlay to front faces DN

FFL 35000 FFL 35000 Wire for 1500 2.8h x 4.5w 2.8h x 4.5w 1500 electrical DN blinds 190 190

FFL 35000 1730 13600 Level 5 finish to Carpet ceilings and soffits 2.7h x 1.8w 2.7h x 1200

3470 Media Room 3400 100

with flush track Carpet 2.2h x 3.4w double 3.4w double 2.2h x

Heat pump slider, cavity door glazed

location 1300 TV

7190 DN 7190 6860 1800h Unit P 6860

62090162090970 F 910 C/S

910 C/S

810 C/S 3360 HTR double 90mm wall 1450 90 1760 90 810

140 2.1h x 1.5 SL 2.1h x 1.5w SL 1.0h x 0.6w 0.6h x 2.0w 140 Full height tiled Wagener Leon shower, tile skirting to 1 1 fireplace 2400 balance of bathroom 2400 09 10 190 Masonry retaining wall 950 2910 1052 3730 740 1360 140 4912 140 1699 90 2320 90 3420 90 90 4870 140 1400 18000 1400

CLIENT CONCEPT SET Revision Date Coastal Homes Ltd TOP LEVEL FLOOR DAVEY RESIDENCE Rev Scale: As indicated Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 PLAN SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 05 (Mobile): 021 220 1198 11:24:11 AM (Email): [email protected] All work shall comply with NZS3604.2011 and the Building Code of New Zealand & Engineers Design ne 8m max height li ELEVATION NOTES

8 8 ROOFING 0.40g Metdek 500 Colorsteel MAXX Roofing with scribed edge flashings to Top Plate match, 70 x 45 SG8 H1.2 purlins on flat @ 37455 900crs max with 14g blue screws, Fastwrap roof self supporting building paper, laid Aluminium boxed Aluminium boxed corners corners Steel backing channel horizontally over galv mesh behind glass FASCIA & SPOUTING 240 x 40 H3.1 Fascia Board 125mm Colorsteel Continuous Gutter FFL 03 35000 DOWNPIPES 80Ø Colorsteel downpipes Stud Stud install to manufacturers recommendations 33955 33955 8000 max height max 8000 SOFFIT LINING JH 4.5mm Hardiflex soffit lining Aluminium with pin & glue fixings screen 2455 545 500 2455 install to manufacturers recommendations

FFL EXTERNAL WALLS 31500 16mm JH Linea Oblique 300mm wide cladding over 20mm drained cavity over JH 4.5mm HOMERAB Pre-Cladding

EGL 20 Series Masonry blocking plastered over

70mm Premier Brick Cladding over 50mm drained cavity

NORTH ELEVATION JOINERY Powdercoated aluminium joinery 1 : 100 double glazed with sill support bars H3.1 timber reveals 8m install to manufacturers recommendations max height line Raked window blind fitted to cross mullion 3° 95 Client Concept Approval 1158 Top Plate 37455 Concept plan approved by client to proceed to Detailed Design Colorsteel aluminium Linea Oblique corner Date: 2955 Signed: FFL 03 7113

1000 35000 FFL 02 Note: Changes to Plans once Concept 34500 Approval is signed will incur additional

Stud 545 charges 8000 max height max 8000 33955 Base access door 2455

FFL 31500

EGL

EAST ELEVATION

CLIENT CONCEPT SET 1 : 100 Revision Date Coastal Homes Ltd ELEVATIONS DAVEY RESIDENCE Rev Scale: As indicated Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 06 (Mobile): 021 220 1198 11:24:12 AM (Email): [email protected] All work shall comply with NZS3604.2011 and the Building Code of New Zealand & Engineers Design Client Concept Approval

Concept plan approved by client to 1158 Top Plate proceed to Detailed Design 37455 Date: Linea Oblique

2455 Signed:

EGL Compacted Fill Note: Changes to Plans once Concept Approval is signed will incur additional 7113 charges

Stud 1045 33955 2455

FFL 31500

SOUTH ELEVATION

1 : 100 ine height l 8m max Raked window blinds can only be attached to cross mullion 3°

Top Plate 37455

Linea Oblique

FFL 03

35000 7113

FFL 02 height max 8000 34500 Stud 33955 Base access door 2455 545 500 2455 1158 EGL FFL 31500

WEST ELEVATION

CLIENT CONCEPT SET 1 : 100 Revision Date Coastal Homes Ltd ELEVATIONS DAVEY RESIDENCE Rev Scale: As indicated Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 07 (Mobile): 021 220 1198 11:24:13 AM (Email): [email protected] All work shall comply with NZS3604.2011 and the Building Code of New Zealand & Engineers Design Client Concept Approval

Concept plan approved by client to proceed to Detailed Design 18000 Date: 1 1 09 10 Signed:

Note: Changes to Plans once Concept Approval is signed will incur additional charges

Basement floor level shown red

DN DN

DN 13600

F P

1 1 09 10

FFL 02 (OVERLAY)

1 : 100

CLIENT CONCEPT SET Revision Date Coastal Homes Ltd PLAN OVERLAY DAVEY RESIDENCE Rev Scale: As indicated Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 08 (Mobile): 021 220 1198 11:24:14 AM (Email): [email protected] All work shall comply with NZS3604.2011 and the Building Code of New Zealand & Engineers Design Client Concept Approval

Concept plan approved by client to proceed to Detailed Design 3° Date: 1158 Top Plate Signed: 37455 Note: Changes to Plans once Concept Approval is signed will incur additional charges Masonry retaining wall with 100Ø 2455 Timber Flooring 2455 Novacoil Heat pump compressor FFL 03

7113 35000 FFL 02 2° 34500

545 500 Stud 33955

3000 Bedroom 2 Hall Storage 2455 2455

EGL FFL 31500

SECTION A-A 1 : 75

CLIENT CONCEPT SET Revision Date Coastal Homes Ltd SECTION A-A DAVEY RESIDENCE Rev Scale: As indicated Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 09 (Mobile): 021 220 1198 11:24:15 AM (Email): [email protected] All work shall comply with NZS3604.2011 and the Building Code of New Zealand & Engineers Design Client Concept Approval

8m max heig ht line Concept plan approved by client to proceed to Detailed Design

94 3° Date:

1158 Signed: Top Plate 37455 Note: Changes to Plans once Concept Approval is signed will incur additional charges Masonry retaining wall with 100Ø 3658 Novacoil 2455 Dining

FFL 03

35000 7113

FFL 02 500 34500

Stud 545 8m max height max 8m 33955

Foyer Laundry 2455

EGL

FFL 31500

SECTION B-B

1 : 75

CLIENT CONCEPT SET Revision Date Coastal Homes Ltd SECTION B-B DAVEY RESIDENCE Rev Scale: As indicated Sheet No. 3 Walter Way, No. Coopers Beach 0420 Drawn By Anthony 49 Matthews Ave, Kaitaia, New Zealand T: (09 406 0673 SH 10, CABLE BAY, 0420 (Ph): 09 408 2233 2/07/2019 F: (09) 406 0674 Issued: (Fax): 09 408 2358 E: [email protected] 10 (Mobile): 021 220 1198 11:24:15 AM (Email): [email protected]

Job# S1029-J02558

360 State Highway 10 Cable Bay

Geotechnical Site Suitability Report

19th June 2019

TMC Consulting Engineers Ltd 41 Norfolk Street PO Box 252 Whangarei Ph. (09) 438 8699 www.tmcengineers.co.nz

TABLE OF CONTENTS

1. INTRODUCTION ...... 3 1.1 PREVIOUS REPORTS ...... 3 2. SITE DESCRIPTION ...... 3 2.1 DESCRIPTION ...... 3 2.2 TOPOGRAPHY ...... 3 2.3 ACCESS ...... 3 2.4 SITE HAZARDS ...... 3 3. GEOTECHNICAL INVESTIGATIONS ...... 4 3.1 GEOLOGY ...... 4 3.2 SUB-SURFACE INVESTIGATIONS ...... 4 3.3 SUB-SURFACE FINDINGS ...... 4 4. DEVELOPMENT RECOMMENDATIONS ...... 5 4.1 EARTHWORKS ...... 5 4.2 FOUNDATION OPTIONS ...... 5 4.3 RETAINING ...... 6 4.4 STORMWATER & DRAINAGE ...... 6 5. CONCLUSIONS AND RECOMMENDATIONS ...... 6 6. LIMITATIONS ...... 7 7. ATTACHMENTS ...... 7

Task Responsibility Signature Date Prepared by Haig Mehrtens BSc Earth Science 19/06/2019

Reviewed by David Taylor Dip. Eng. (Civil) 19/06/2019

Approved by Vinnie Marotta ME(Civil), MEngNZ, CPEng 19/06/2019

5Revision

Job# S1029-J02558 2

1. INTRODUCTION TMC Consulting Engineers Ltd were engaged by Coastal Homes (2008) Ltd to undertake a geotechnical investigation with the purpose of establishing foundation conditions for a new dwelling. This brief was detailed in a short form agreement dated 23th May 2019 and in a site meeting between DT/DC. A set of plans were provided by Coastal Homes titled Davey Residence.

We understand the proposal is to construct a new dwelling that is to be supported on a concrete slab type foundation, with the northern deck and part of the upper level supported by timber piles. On the 5th June 2019, a site walkover and an intrusive investigation was carried out on the proposed building site. Based on discussion with Nat on site we understand that the finished ground level will be approximately 1 m below what is depicted on the plans provided to us. This will put the whole building footprint on cut natural material.

The findings of this report will be used to support any building consent or resource consent application for the development proposed in the brief.

1.1 PREVIOUS REPORTS During the process of writing this report we reviewed the following: Winkler, G. (10/05/2004). Geotechnical Stability Assessment and Development Report for Proposed Subdivision of Lot 2, DP 184767, Cable Bay, Far North. Land Development & Exploration Ltd, Job Ref. 8010.

2. SITE DESCRIPTION

2.1 DESCRIPTION The property is legally described as Lot 2 DP 184767 and is to the south of State Highway 10. The property is sized at approximately 1.83 ha and is irregular in shape. The proposed building site is in the western end of the property. There is an existing shed and driveway to the east of the proposed building site. Below the existing shed, to the north east, is an existing dwelling, access to which branches off the western side of the driveway.

2.2 TOPOGRAPHY The site is located near the top of a north eastern facing slope. The slope across the proposed build site is approximately 14°. The slope below the house location reaches up to 28° at its steepest. Slopes to the north of the site exhibit signs of possible historic ground movement as indicated by the hummocky nature of the ground surface.

2.3 ACCESS Access to the site is provided via an existing driveway connecting to State Highway 10 to the existing shed, formed access from the shed to the site has not yet been constructed and is presently a grassed slope.

2.4 SITE HAZARDS We are unaware of any mapped hazards associated with the proposed site or area influenced by the proposed development. The NRC Natural Hazards Maps indicate a Coastal Flood Hazard Zone 2 area in the northern corner of the property. The extent of this area is approximately 25 m vertically below the proposed building site.

Job# S1029-J02558 3

3. GEOTECHNICAL INVESTIGATIONS

3.1 GEOLOGY The geological map of Whangarei indicates that the site lies within an area of basaltic pillow lava and pillow breccia, with sills and dikes of basalt and dolerite of the Northland Allochthon (Ktb). Edbrooke, S.W.; Brook, F.J. 2009: Geology of the Whangarei area: scale 1:250,000. Lower Hutt: GNS Science. Institute of Geological & Nuclear Sciences 1:250,000 geological map 2. The soils map of the area indicates that the site is within an area of Rangiuru clay. Sutherland, C. F.; Cox, J. E.; Taylor, N. H.; Wright, A. C. S. 1980: Soil map of Kaitaia - Rawene area (sheets O03/04/05), North Island, New Zealand. Scale 1:100,000 N.Z. Soil Bureau Map 182.

3.2 SUB-SURFACE INVESTIGATIONS Investigations undertaken included a walkover inspection and three 50 - 100 mm diameter hand auger boreholes drilled to depths of up to 5.0 m. In-situ undrained shear vane strengths were measured at 300 mm intervals in these boreholes where practicable. The boreholes were supplemented with Scala Penetrometer tests to determine the soil strengths at depth. The Scala tests were undertaken alongside the boreholes to depths of up to 1.9 m below ground level and then restarted in the base of the holes to total depths of up to 5.9 m. Three further Scala Penetrometer tests were carried out to depths of up to 2.9 m to determine if homogeneous and uniform soil conditions exist across the building site and down slope of the building site. The test logs and Scala results are attached to this report.

3.3 SUB-SURFACE FINDINGS The augers identified up to 0.6 m of topsoil overlying moist silt and clay within the proposed building area. The underlying natural soils were generally very stiff to hard and provided good shear strength readings. Shear vane readings indicate a shear strength ratio of approximately two to five indicating that some of the soils are sensitive. The sub-surface conditions are outlined in this section and detailed on the bore logs attached. The observations noted in the investigations have been extrapolated between the various test locations to infer probable site conditions. It is noted that these inferences in no way guarantee the validity of these findings due to the inherent variability of natural soil deposits. The actual ground conditions discovered during the development of the site may vary from those assumed. This report utilises the New Zealand Geotechnical Society’s Field Description of Soil and Rock, dated December 2005. Our Findings are as follows; 3.3.1 Site Stability The walkover of the site and subsurface investigations undertaken indicate no evidence of recent ground movement on slopes within or adjacent to the site. A steep cut batter behind the existing shed shows no signs of instability with little to no material at the base of the cut, the cut displays some flaky weathering, characteristic of exposed silty soils. Slopes to the north of the site exhibit signs of possible historic ground movement as indicated by the hummocky nature of the ground surface. 3.3.2 Expansive Soils We have assessed some of the in-situ soils as Class S, Slightly Expansive in terms of AS 2870:2011. This soil classification can experience characteristic surface movement (ys) from moisture changes of up to 20 mm. Expansive soils are prone to shrinkage and swelling

Job# S1029-J02558 4

effects resulting from moisture changes within the soil. Several factors that can influence these properties are climatic conditions, variations in groundwater levels, vegetation water demand, water disposal systems and site coverage. Care must be taken when planning the development to mitigate the potential effects of shrink/swell on any structures or infrastructure. Therefore, we consider that the soils should not be classified as ‘good ground’ in terms of the Building Code and supporting documents. 3.3.3 Fill Suitability Some of the sub-soils found on site should be acceptable as structural fill subject to controlled filling operations. Any structural fill and/or fill within 3.0 m of the building envelope utilising hard fill over 600 mm in depth or alternate material of any fill depth will be subject to controlled filling operations and observation by an Engineer. 3.3.4 Stormwater & Groundwater Groundwater was not observed in the boreholes at the time of the investigation. General surface sheet flow is to the north across the site. An existing drive and associated drainage has been formed to provide access to the shed to the east of the site. 3.3.5 Underground Services There are no mapped public services in the area of the proposed building location. There are existing services on the property providing amenities to both, the existing shed and house, therefore pipe locations and depths should be confirmed prior to the design of the foundations and accessways to ensure the design accounts for any likely disturbance or possible surcharge implied on the pipes and comply with Council off-set requirements.

4. DEVELOPMENT RECOMMENDATIONS

4.1 EARTHWORKS All earthworks should be undertaken in accordance with good practice, relevant standards and the district and regional rules. All excess spoil from the stripping and cutting of the building platform is to be removed from the immediate area of the site and disposed offsite. Depending on the ground conditions and groundwater levels at the time of construction, temporary support may be required to stabilise the cuts that are excavated for the building platform. In addition, all cuts should be protected with polythene to mitigate dramatic moisture loss or gain during the construction period. Cuts and fills within 3 m of buildings and in excess of 0.5 m should be suitably retained or battered at safe angles not exceeding 1v:3h unless approved otherwise by an engineer. We recommend where filling is to be undertaken on sloping ground it should be limited to no greater than 1.0 m in depth unless light weight fill such as Polyrock is used or approved otherwise by an engineer. No filling is to be undertaken on or within 5 m of slopes in excess of 20°. Earthworks should not be undertaken during inclement or wet conditions, reworking during wet conditions may result in the exposed materials being unsuitable for reuse as fill or reduce soil strengths below those originally designed for. Preceding the placement of any fill or foundation construction a geotechnical engineer should be contacted to discuss the earthworks methodology, inspection requirements and testing frequency.

4.2 FOUNDATION OPTIONS We understand the proposal is for the dwelling to be supported on a concrete slab type foundation with timber piles supporting the northern end of the upper level. Shallow foundations can be designed based on an ultimate bearing capacity of 300 kPa. Foundations other than stiffened raft type floors will require additional embedment to mitigate the

Job# S1029-J02558 5

swell/shrink effects that moisture changes may have on the soils. Subject to specific design and depending on structure type, shallow footings should be founded at a depth of between 400 mm to 600 mm below cleared ground level into natural soils as outlined in AS2870:2011. Pile foundations should be embedded a minimum of 600 mm below cleared ground level.

4.3 RETAINING There may be a requirement for specifically designed retaining walls. Levels, retained heights and surcharge loads should be considered to determine the need for specific design. For design purposes the following soil parameters are considered appropriate: Soil cohesion c’ = 0 Internal friction angle of soil φ’ = 28° Specific weight of soil γ = 18 kN/m3

For timber pole retaining wall design an undrained shear strength Su = 100 kPa can be assumed for the soil in front of the wall. This may be increased subject to further assessment and depending on the finished ground level in front of the wall. Retaining designs should include suitable drainage behind the structure to ensure hydrostatic pressure does not negatively affect the retaining structure.

4.4 STORMWATER & DRAINAGE The stormwater disposal from developed surfaces should be collected into sealed pipes or drains and discharged to the stormwater reticulation system associated with the existing driveway. Stormwater flows must not be allowed to run onto or saturate the ground to adversely affect slope stability, foundation conditions or the downslope environment.

5. CONCLUSIONS AND RECOMMENDATIONS Provided that the recommendations within this report are followed we believe on reasonable grounds that in relation to Sections 71 and 72 of the Building Act 2004; The land on which the building work is to take place is neither subject to, nor likely to be subject to inundation, The building work itself is not likely to accelerate, worsen or result in inundation of that land or any other property. 1) Once the final location and scope of works for the dwelling has been finalised, TMC should be engaged to review the plans to assess the suitability of the proposed development. 2) Based on our investigation and findings, the soils fall outside the scope of NZS 3604:2011 and therefore foundations should be designed as outlined in Section 4.2. 3) Earthworks should not be undertaken during inclement or wet conditions due to the sensitive and plastic nature of some of the soils. 4) The design of foundations should account for any likely disturbance or possible surcharge implied on the public or private service pipes and comply with Council off- set requirements. 5) Cuts and fills within 3 m of buildings and in excess of 0.5 m should be suitably retained or battered at safe angles not exceeding 1v:3h unless approved otherwise by an engineer. 6) Where filling is to be undertaken on sloping ground it should be limited to no greater than 1.0 m in depth unless light weight fill such as Polyrock is used or approved otherwise by an engineer. No filling is to be undertaken on or within 5 m of slopes in excess of 20°.

Job# S1029-J02558 6

7) All earthworks and foundation excavations should be inspected by a chartered professional engineer or their agent to confirm ground conditions meet the design criteria. 8) The stormwater disposal from developed surfaces should be collected into sealed pipes or drains and discharged to the driveway drain. 9) Specific designs will likely require an Engineer to supervise the construction of the design to ensure that the design criteria have been met and to issue a Producer Statement PS4 – Construction Review on completion. 10) All works including (but not limited to); design, construction, operations and maintenance must be undertaken in accordance with the Health and Safety at Work Act 2015.

6. LIMITATIONS This report has been prepared for our client as identified above for the purpose of building consent or resource consent application with respect to the brief noted. It is not to be relied upon for any other purpose without reference to TMC Consulting Engineers Ltd. The reliance by other parties on the information or opinions contained in the report shall be at such parties’ sole risk without our prior review and agreement in writing. Recommendations and opinions in this report are based on data obtained from the investigations and site observations as detailed in this report. The nature and continuity of subsoil conditions at locations other than the investigation bores and tests are inferred and it should be appreciated that actual conditions could vary from the assumed model. During the process of the site development and construction, an engineer competent to judge whether the conditions are compatible with the assumptions made in this report should examine the site. It is essential that this office be contacted if there is any variation in subsoil conditions from those described in this report as it may affect the design parameters recommended. If there are any questions arising from the above or during construction, please call this office.

7. ATTACHMENTS • Test Results • Site Plan – Mark Up • NRC Hazard Map

Job# S1029-J02558 7 BOREHOLE LOG 1 Project: 360 State Highway 10 Cable Bay Client: Coastal Home (2008) Ltd Job No: S1029-J02558 Date: 4/06/2019

Graphic In situ shear vane reading Symbol Remoulded shear vane reading Scala Penetrometer Fill Rock Cobbles Gravel Sand Silt Clay Organic Soil

Geologic Graphic Undrained Shear Strength Scala Penetrometer Depth mm Field Description (kPa) Corrected (Per NZGS Unit Log (blows/ 100 mm) G.W.L guideline) 200 mm TOPSOIL, brown with orange inclusions, silt with some sand and

SILT with some sand, brown, moist, hard, friable. Sand; fine.

300 rootlets, moist. >195

600 SILT with minor sand, orange, dry, hard, friable. Sand; fine. UTP

900 Dry to moist UTP

1200 UTP

Clayey SILT, light grey with trace orange mottling, moist, low plasticity, hard. 1500 UTP

1800 >195 Becomes orange with trace grey mottling, plastic

2100 >195 No groundwater observed Northland Allochthon (Ktb)

2400 Become light grey with trace grey mottling, plastic >195

>195 2700

SILT with minor clay, brownish orange, moist, friable, hard. 173 3000 Clayey SILT, orange with light grey mottling, moist, low-plasticity, very stiff. 75

SILT with some clay, whitish light grey moist, low plasticity, very stiff. 156 3300 63

179 3600 70 Auger Terminated at 3.6 m No Groundwater Encountered

3900

4200

4500

4800

5100 Drill Method 50 - 100 mm hand auger Location Refer to site plan NOTES 1) The subsurface data described above has been determined at this specific borehole location. The data will not identify any Inspector DT/HM variations away from this location. Shear Vane No 1993 2) UTP - Unable to penetrate TMC Consulting Engineers Ltd, 41 Norfolk Street, Whangarei, www.tmcengineers.co.nz BOREHOLE LOG 2 Project: 360 State Highway 10 Cable Bay Client: Coastal Home (2008) Ltd Job No: S1029-J02558 Date: 4/06/2019

Graphic In situ shear vane reading Symbol Remoulded shear vane reading Scala Penetrometer Fill Rock Cobbles Gravel Sand Silt Clay Organic Soil

Geologic Graphic Undrained Shear Strength Scala Penetrometer Depth mm Field Description (kPa) Corrected (Per NZGS Unit Log (blows/ 100 mm) G.W.L guideline) TOPSOIL with inclusions of hard silt, brown with orange inclusions, moist

300 112 17

600 >195 SILT, orange, moist, non-plastic, hard.

900 >195

1200 >195 orange with pink and yellow mottling

1500 >195

1800 >195 Clayey SILT, white with orange, brown and pink mottling, moist, non-plastic, No groundwater observed Northland Allochthon (Ktb) very stiff 2100 >195

2400 >195

>195 2700

>195 3000 Auger Terminated at 3 m No Groundwater Encountered 3300

3600

3900

4200

4500

4800

5100 Drill Method 50 - 100 mm hand auger Location Refer to site plan NOTES 1) The subsurface data described above has been determined at this specific borehole location. The data will not identify any Inspector DT/HM variations away from this location. Shear Vane No 1993 2) UTP - Unable to penetrate TMC Consulting Engineers Ltd, 41 Norfolk Street, Whangarei, www.tmcengineers.co.nz BOREHOLE LOG 3 Project: 360 State Highway 10 Cable Bay Client: Coastal Home (2008) Ltd Job No: S1029-J02558 Date: 4/06/2019

Graphic In situ shear vane reading Symbol Remoulded shear vane reading Scala Penetrometer Fill Rock Cobbles Gravel Sand Silt Clay Organic Soil

Geologic Graphic Undrained Shear Strength Scala Penetrometer Depth mm Field Description (kPa) Corrected (Per NZGS Unit Log (blows/ 100 mm) G.W.L guideline) 200 mm TOPSOIL, light brown, moist

300 Clayey SILT, orange with light brown mottling, moist, friable to low-plasticity, very stiff. >195

600 191 39

900 156 31 Clayey SILT, orange with white mottling, moist, low plasticity, very stiff.

1200 194 64

Clayey SILT, light grey with trace orange mottling, moist, low plasticity, hard. 1500 >195

1800 >195

2100 181 63

173 2400 42

140 2700 Becomes stiff 35

148 No groundwater observed 3000 Northland Allochthon (Ktb) 39

141 3300 40

169 3600 Orange with white and pink mottling, moist, low plastic, very stiff 42

No white 84 3900 39

107 4200 39

138 4500 42

112 4800 42

95 5100 Auger Terminated at 5.1 m, No Groundwater Encountered 42 Drill Method 50 - 100 mm hand auger Location Refer to site plan NOTES 1) The subsurface data described above has been determined at this specific borehole location. The data will not identify any Inspector DT/HM variations away from this location. Shear Vane No 1993 2) UTP - Unable to penetrate TMC Consulting Engineers Ltd, 41 Norfolk Street, Whangarei, www.tmcengineers.co.nz SCALA PENETROMETER RESULTS Client: Coastal Home (2008) Ltd Job No: S1029-J02558 Date: Refer to site plan Logged: DT/HM Scala 4 Scala 5 Depth of Number of Depth of Number of reading blows/100 mm Blows / 100 mm reading blows/100 mm BlowsBlows / /100 100 mm mm 100 1 100 1

200 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 200 1 00 11 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 1011121314151617181920 10 11 12 13 14 15 16 17 18 19 20 0 300 2 0 4 300 2 0 4 400 3 4 400 1 4

500 2 500 2 300 600 2 300 600 1 300 700 3 700 2

800 5 600 800 3 600 900 8 900 3 1000 7 1000 4 1100 8 900 1100 8 900 1200 11 1200 4 1300 17 1300 4 1200 1400 11 1200 1400 5 1200 1500 8 1500 6

1600 7 1500 1600 4 15001500 1700 9 1700 4 1800 9 1800 4 1900 11 1800 1900 4 18001800 2000 12 2000 4 2100 10 2100 6 2100 2200 9 2100 2200 6 2100 Depth (mm) Depth 2300 12 (mm) Depth 2300 7 (mm) Depth

2400 8 2400 2400 7 24002400 2500 5 2500 6 2600 6 2600 6 2700 7 2700 2700 7 27002700 2800 7 2800 5 2900 8 2900 5 3000 3000 3000 30003000 3100 3100 3200 3200 3300 33003300 3300 3300 3400 3400

3500 3600 3500 36003600 3600 3600 3700 3700 3800 3900 3800 39003900 3900 3900 4000 4000 SCALA PENETROMETER RESULTS Client: Coastal Home (2008) Ltd Job No: S1029-J02558 Date: Refer to site plan Logged: DT/HM Scala 6 Depth of Number of reading blows/100 mm Blows / 100 mm 100 1

200 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 300 2 0 4 400 3 4 500 5 600 8 300 700 14

800 16 600 900 21 1000 1100 900 1200 1300 1400 1200 1500

1600 1500 1700 1800 1900 1800 2000 2100 2200 2100 2300 (mm) Depth

2400 2400 2500 2600 2700 2700 2800 2900 3000 3000 3100 3200 3300 3300 3400 3500 3600 3600 3700 3800 3900 3900 4000 SCALA PENETROMETER RESULTS Client: Coastal Home (2008) Ltd Job No: S1029-J02558 Date: Refer to site plan Logged: DT/HM Scala 1 in base of Borehole 1 Scala 3 in base of Borehole 3 Depth of Number of Depth of Number of reading blows/100 mm Blows / 100 mm reading blows/100 mm Blows / 100 mm 5000 17 5300 1 5100 16 5400 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 5200 12 5000 4 5500 2 5300 5300 15 4 5600 2 5400 14 5700 2

5500 14 5300 5800 3 5600 13 5900 3 5600 5700 15 6000 4 5800 15 6100 5 5600 5900 16 6200 7 5900 6000 6300 8 6100 6400 8 6200 5900 6500 9 6300 6600 10 6200 6400 6700 9

6500 6200 6800 9

6600 6900 10 6500 6700 7000 10 6800 7100 10 6900 6500 7200 10 7000 7300 10 6800 7100 7400 10 Depth (mm) Depth 7200 6800 7500 10 (mm) Depth 7300 7600 7100 7400 7700

7500 7100 7800 7600 7900 7700 8000 7400 7800 8100 7900 7400 8200 8000 8300 7700 8100 8400 8200 7700 8500 8300 8600 8400 8700 8000 8500 8800 8000 8600 8900 8700 9000 8800 9100 8300 8900 9200 SITE PLAN SITE PLAN - Mark Up Approximate Approximate locations of soil locations of soil tests. tests.

TMC Job#S0293-J00523 Client : Coastal Home (2008) Ltd

Property:

360 State Highway 10

Cable Bay

TMC Consulting Engineers 41 Norfolk Street P.O.Box 252, Whangarei Ph: 09 3930337 Email: [email protected]

Project No : S1029-J02558 Revision No :

Drawn : HM

Checked : DT

Scale : See scale bar Date : 5/06/2019

Sheet : 1 0 3 8 Legend Parcels Contours RGB Red: Band_1 Green: Band_2 Blue: Band_3 Erosion Protection Structures

CEHZ 0 Coastal Erosion Hazard Zone 1 (50 years) CEHZ 1 - uncertain

CEHZ 1 Coastal Erosion Hazard Zone 2 (100 years) CEHZ 2 - uncertain Site location CEHZ 2

Baseline Shoreline 2014

Surveyed Shoreline 2014

Future Cliff Shorelines

Historic Shorelines

Coastal Wave Runup Hazard Zone

Coastal Flood Hazard Zone 0 (Current)

Coastal Flood Hazard Zone 1 (50 years)

Coastal Flood Hazard Zone 2 (100 years)

10 year Flood Extent

50 year Flood Extent

100 year Flood Extent

Crown Copyright Reserved Projection NZTM . Datum NZTM 2000. DISCLA IM ER: The Northland Regional Council cannot guarantee that the information shown is accurate and Natural Hazards should not be reused in any manner without proper consultation with its owner. ± 0 0.0050.01 0.02 0.03 0.04 0.05 km

5/22/2019, 4:57:41 PM

It is absolutely necessary that this approval and agreement from the NZ Transport Agency is obtained as a matter of priority before commencing any upgrade works on the State highway, as no works on the State Highway may commence until the approval for the works has been given.

This response is the NZ Transport Agency’s current view of the situation. Please note that if this application is put on hold for any length of time and resubmitted at a later date, the NZ Transport Agency’s may need to review its comments in the light of any traffic, safety, planning, or policy change.

Proposed New Residential Dwelling at 360 Sate Highway 10, Cable Bay.

Schedule 4 Information required in application for resource consent

Schedule 4: replaced, on 3 March 2015, by section 125 of the Resource Management Amendment Act 2013 (2013 No 63).

1 Information must be specified in sufficient detail Any information required by this schedule, including an assessment under clause 2(1)(f) or (g), must be specified in sufficient detail to satisfy the purpose for which it is required.

1AA • [Repealed]

1A Matters to be included in assessment of effects on environment • [Repealed]

2 Information required in all applications (1) An application for a resource consent for an activity (the activity) must include the following:

(a) a description of the activity:

Included, outlined in the Proposal section of the AEE.

(b) a description of the site at which the activity is to occur:

Included, outlined in the Proposal and site description sections of the AEE.

(c) the full name and address of each owner or occupier of the site:

Included, outlined in the application form.

(d) a description of any other activities that are part of the proposal to which the application relates:

Included, outlined in the AEE.

(e) a description of any other resource consents required for the proposal to which the application relates:

Not applicable.

(f) an assessment of the activity against the matters set out in Part 2:

Included, outlined in the AEE.

(g) an assessment of the activity against any relevant provisions of a document referred to in section 104(1)(b).

Included, outlined in the AEE.

(2) The assessment under subclause (1)(g) must include an assessment of the activity against— (a) any relevant objectives, policies, or rules in a document; and

Included, outlined in the AEE.

(b) any relevant requirements, conditions, or permissions in any rules in a document; and

Included, outlined in the AEE.

(c) any other relevant requirements in a document (for example, in a national environmental standard or other regulations).

Included, outlined in the AEE.

(3) An application must also include an assessment of the activity's effects on the environment that— (a) includes the information required by clause 6; and

Included, outlined in the AEE.

(b) addresses the matters specified in clause 7; and

Included, outlined in the AEE.

(c) includes such detail as corresponds with the scale and significance of the effects that the activity may have on the environment.

Included, outlined in the AEE.

3 Additional information required in some applications An application must also include any of the following that apply: (a) if any permitted activity is part of the proposal to which the application relates, a description of the permitted activity that demonstrates that it complies with the requirements, conditions, and permissions for the permitted activity (so that a resource consent is not required for that activity under section 87A(1)):

Included, outlined in the AEE.

(b) if the application is affected by section 124 or 165ZH(1)(c) (which relate to existing resource consents), an assessment of the value of the investment of the existing consent holder (for the purposes of section 104(2A)):

Not applicable to this application.

(c) if the activity is to occur in an area within the scope of a planning document prepared by a customary marine title group under section 85 of the Marine and Coastal Area (Takutai Moana) Act 2011, an assessment of the activity against any resource management matters set out in that planning document (for the purposes of section 104(2B)).

Not applicable to this application.

4 Additional information required in application for subdivision consent An application for a subdivision consent must also include information that adequately defines the following:

(a) the position of all new boundaries:

Not applicable.

(b) the areas of all new allotments, unless the subdivision involves a cross lease, company lease, or unit plan:

Not applicable.

(c) the locations and areas of new reserves to be created, including any esplanade reserves and esplanade strips:

Not applicable to this application.

(d) the locations and areas of any existing esplanade reserves, esplanade strips, and access strips:

Not applicable to this application.

(e) the locations and areas of any part of the bed of a river or lake to be vested in a territorial authority under section 237A:

Not applicable to this application.

(f) the locations and areas of any land within the coastal marine area (which is to become part of the common marine and coastal area under section 237A):

Not applicable to this application.

(g) the locations and areas of land to be set aside as new roads. Not applicable.

5 Additional information required in application for reclamation An application for a resource consent for reclamation must also include information to show the area to be reclaimed, including the following:

(a) the location of the area:

(b) if practicable, the position of all new boundaries:

(c) any part of the area to be set aside as an esplanade reserve or esplanade strip.

This is not applicable to the application.

Assessment of environmental effects

6 Information required in assessment of environmental effects (1) An assessment of the activity's effects on the environment must include the following information:

(a) if it is likely that the activity will result in any significant adverse effect on the environment, a description of any possible alternative locations or methods for undertaking the activity:

Included, outlined in the AEE.

(b) an assessment of the actual or potential effect on the environment of the activity:

Included, outlined in the AEE.

(c) if the activity includes the use of hazardous substances and installations, an assessment of any risks to the environment that are likely to arise from such use:

Not applicable to this application.

(d) if the activity includes the discharge of any contaminant, a description of— (i) the nature of the discharge and the sensitivity of the receiving environment to adverse effects; and

Not applicable to this application.

(ii) any possible alternative methods of discharge, including discharge into any other receiving environment:

Not applicable to this application.

(e) a description of the mitigation measures (including safeguards and contingency plans where relevant) to be undertaken to help prevent or reduce the actual or potential effect:

Included, outlined in the AEE.

(f) identification of the persons affected by the activity, any consultation undertaken, and any response to the views of any person consulted:

Included, outlined in the AEE.

(g) if the scale and significance of the activity's effects are such that monitoring is required, a description of how and by whom the effects will be monitored if the activity is approved:

Included, outlined in the AEE.

(h) if the activity will, or is likely to, have adverse effects that are more than minor on the exercise of a protected customary right, a description of possible alternative locations or methods for the exercise of the activity (unless written approval for the activity is given by the protected customary rights group).

Not applicable to this application.

(2) A requirement to include information in the assessment of environmental effects is subject to the provisions of any policy statement or plan.

Included, outlined in the AEE.

(3) To avoid doubt, subclause (1)(f) obliges an applicant to report as to the persons identified as being affected by the proposal, but does not— (a) oblige the applicant to consult any person; or (b) create any ground for expecting that the applicant will consult any person.

Included, outlined in the AEE.

7 Matters that must be addressed by assessment of environmental effects (1) An assessment of the activity's effects on the environment must address the following matters:

(a) any effect on those in the neighbourhood and, where relevant, the wider community, including any social, economic, or cultural effects:

(b) any physical effect on the locality, including any landscape and visual effects:

(c) any effect on ecosystems, including effects on plants or animals and any physical disturbance of habitats in the vicinity:

(d) any effect on natural and physical resources having aesthetic, recreational, scientific, historical, spiritual, or cultural value, or other special value, for present or future generations:

(e) any discharge of contaminants into the environment, including any unreasonable emission of noise, and options for the treatment and disposal of contaminants:

(f) any risk to the neighbourhood, the wider community, or the environment through natural hazards or the use of hazardous substances or hazardous installations.

(2) The requirement to address a matter in the assessment of environmental effects is subject to the provisions of any policy statement or plan.

Points 1 (including points a to f) and 2 above have all been addressed in the Applications AEE.