• Tidak ada hasil yang ditemukan

General Condition

N/A
N/A
Protected

Academic year: 2023

Membagikan "General Condition "

Copied!
49
0
0

Teks penuh

All management plans must be submitted to the Steering Committee of the Monitoring Team for written confirmation that the relevant management plan complies with consent requirements. All personnel working on site must be aware of the requirements contained in the CMP. Prior to commencing any work on site, the consent holder must submit a Construction Traffic Management Plan (CTMP) to the Monitoring Team Steering Committee for approval.

Earthworks & Erosion Control

Details of these existing defects must be submitted to the Monitoring Team Leader Board, including a description of the defect (including photographs) and identification of its location. A pre-commencement meeting must be held before the start of the earthworks activity in each period between 1 October and 30 April that this permission is exercised. Prior to the commencement of earthworks activities at each relevant stage of the earthworks, all required erosion and sediment control measures must be constructed and implemented on the relevant site in accordance with the Erosion and Sediment Control Management Plans referred to in Condition 1.

In the event that a discharge occurs, the work shall cease immediately and the discharge shall be mitigated and/or rectified to the satisfaction of the Council. Chemical treatment of sediment retention ponds and decanting soils during the work must be carried out in accordance with the approved certified ChTMP. At least ten (10) working days before any soil disturbance work begins in areas of the site where additional testing is proposed (as described in Section 5 of the RAP), a report summarizing the results of the additional soil sampling and analysis shall be submitted to the Monitoring Team LeaderCouncil for certification.

Erosion and sediment control shall be installed along the boundaries of the disturbance areas in accordance with the RAP (see condition 72) and Auckland Council guidance document 2016/005: GD05 Erosion and Sediment Control Guide for Land Disturbing Activities in the Auckland Region. Filter cloths or cover mats must be installed over the rainwater drainage wells near the excavation areas.

Ecological Conditions

Te Kawerau a Maki and Ngati Whatua o Kaipara must be informed in writing of land remediation and soil testing to be undertaken at the site authorized by this approval. The reserve area of ​​the sphere surrounding visible trees must be isolated from all works by erecting a protective fence beyond the protected root zone and a material suitable for site construction activities. The style and location of this fencing shall be subject to the approval of the Works Arborist and the fencing shall be maintained unchanged for the duration of the site works.

Prior to the commencement of any vegetation removal works, the permit holder must complete and provide to Council a herpetofauna survey of the site, completed by an appropriately qualified and experienced expert using industry best practice survey methods to determine the likely range and population size of native lizards, geckos or skinks (or both) on the site. An appropriately qualified and experienced ecologist/herpetologist approved to oversee the implementation of the HMP must certify that the lizard-related works have been carried out according to the certified HMP within four weeks of completion of the vegetation clearance works. Within twenty (20) working days after a decline in either ecological values ​​or hydrological function is identified, written confirmation of the decline in the form of a report must be provided to the Monitoring Team Leader Board.

The report should be prepared by a suitably qualified and experienced ecologist/hydrologist and should contain at least a description of the extent and likely reasons for the decline. Details of continued monitoring until the requirements of the Wetland Enhancement Plan are achieved.

Dewatering

Includes, as a minimum, a visual inspection of the exterior and a dated photographic record of all observable exterior damage. The design and construction of the retaining walls must be carried out in accordance with condition 1. A written report of the results of the investigation must be prepared and/or reviewed by the SQEP responsible for monitoring the monitoring.

In such circumstances, the period where additional condition surveys may be necessary will be extended until monitoring shows that movement has stabilized and the risk of damage to buildings, structures and services as a result of the dewatering is no longer present. Notify the Council and the asset owner within two (2) working days after the Permit Holder becomes aware of the Damage. Provide a report prepared by an SQEP (engaged by the Consent Holder at their expense) describing the Damage; identify the cause of the Damage; identify methods to correct and/or mitigate the damage caused; identify the potential for further harm to occur, and describe actions that will be taken to avoid further harm.

Provide a copy of the report prepared under (b) above to the Council and the asset owner within ten (10) working days of the notification under (a) above. Advice Note: It is expected that the consent holder will seek permission from the owner of the damaged asset to access the property and asset to enable the inspection/investigation.

Table 1: Building Damage Classification
Table 1: Building Damage Classification

Stormwater

It is understood that if access is denied, the report will be of limited scope. Council must be notified in writing within ten (10) working days of the completion of the Construction Phase Debit. Advisory Note: The consent holder is advised that the discharge of pumped groundwater into a stormwater system or body of water will need to comply with any regulations, by-laws or discharge rules that may apply.

Development Design

The completed set of drawings must ensure that any paths within a rear lane are limited to that rear lane and residents of the compound. The completed set of drawings must ensure that the design of the vehicular crossings includes them being of a different colour/finish to the public footpaths, with the public footpaths visually sitting on top of the vehicular crossings rather than being visually cut off by them. k). The completed set of drawings must ensure that the upper-level kitchen windows in Blocks B5 and B9 are increased in horizontal width by 50% by extending into the circulation space in front of the laundry/storage space. a).

The completed set of drawings shall ensure that for blocks B3(a) and B3(b) a second upper level vertical window is added aligned in the circulation space in front of the laundry/storage space. These shall supplement the color schemes for the buildings described in Architectural Plans, 22 Series Sheets. RW0293) must be present, plants must be planted in a range of grades no less than Pb5, and species must be able to reach a height that will successfully screen the length and height of the wall.

The beds should be planted with a variety of species including specimen trees and hedges that can grow to a height that adequately covers most of the length and height of the wall throughout the year/season. Hedges should not be less than Pb18, and specimen trees should be planted at Pb40 to provide residents with a faster wall softening rate. ix) Suitable species for wetland restoration.

Prior to Occupation

Road, water supply, waste water, storm water, power and telecommunications services must be provided in accordance with the plans referred to in Condition 1 and as required under the Subdivision Consent. Advisory Note: The specific conditions relating to the design and implementation of these networks are mainly set out in the Subdivision Consent, but operating conditions relating to land use effects are contained in this consent. 41 Advice Note: The purpose of this condition is to ensure that continuing conditions are registered against the land and bind successors in title, but do not duplicate matters otherwise addressed by consent notices.

Post Construction Works

The SOMP should specify the details of the location and nature of the stormwater management system, and how the stormwater management system should be operated and maintained on an ongoing basis to ensure that adverse environmental effects are minimized. In particular, the SOMP should include: a) details of who will bear responsibility for the long-term maintenance of the stormwater management system and the legally effective organizational structure with responsibility for such maintenance, repair and overhaul on an ongoing basis; A written maintenance contract for ongoing maintenance of the equipment(s) specified in the SOMP must be entered into with an appropriate stormwater management system operator, prior to operating the owner's stormwater management equipment(s).

This written maintenance contract must be in place and maintained for the life of the system (including by having renewal or replacement contracts where necessary). A signed copy of the contract required shall be sent to the Monitoring Team Leader Board twenty (20) days prior to the pre-construction meeting required by this consent. The maintenance report must include the following information:. a) details of who is responsible for maintaining the stormwater management system and the organizational structure that supports this process;.

In the event that any modifications to the stormwater management system are required, the following information must be provided:. a) plans and drawings detailing the modifications; and (b) supporting information indicating how the proposal does not Certification of all the Management Plans by the council only relates to those aspects of the management plan which are relevant in terms of the Resource Management Act 1991.

Tessa Craig (she/her)| Major Developments Interface Lead Development Planning | Planning and Investment

Gambar

Table 1: Building Damage Classification

Referensi

Dokumen terkait

Trong khi đó, po là giá trị đầu tiên của vòng lặp được tính theo công thức: Trong đó: e23 = ɘ3 -ɘ2 và e12 = ɘ2 -ɘ1 Phương pháp GCI có thể đưa ra các kết luận về tính độc lập cấu trúc