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Route 40 - Ōkato to NPBHS

Street, Opunake | 7.30am-5pm Monday to Friday Links and downloads Get a Bee Card(external link) Bee Card FAQs Bee Card terms and conditions(external link) BEHAVIOUR ON THE BUS All students and other passengers must understand and comply with this code of conduct. All passengers have the right to: Fair treatment and respect. A friendly and efficient service. A safe, comfortable and clean environment when waiting or travelling. You are responsible for: Your belongings and personal effects. Your own

Candyman Trust Annual Report 2021-2022

until January 2021. All material used to fill the pond is sourced from local site developments for example, clean soil from the excavation and installation of new swimming pools. The estimated volume of fill required to reclaim half the pond is approximately 18,000 m3, with the estimated depth of the pond between 1 and 2 metres. Access to the site is by permission only. The Trust’s representative lives onsite and conducts daily site inspections during periods of activity. The pond is

Appendix 4: Monitoring wells

BORE LOG Driller: Curtis Leatherby Hole No. 1. 1.0m to 2.00m Gravel Fill. 2.00m to 2.50m Gritty Fine Gravel Fill ( Moist ) 2.50m to 4.40m Silty Sticky Grey Clay. Installed Piezo to 4.4m SWL. 1.5m Hole No. 2. Abandoned first hole due to Difficult Drilling Large Gravels Cave In. 0.0m

Biennial report 2012-2014

utilised and product was stockpiled onsite. Any runoff was directed to the silt ponds. The extraction areas were tidy and the clean fill area looked good and mainly consisted of clay and dirt. 23 January 2013 Processing was occurring at the time of inspection. A new crusher had been set up near the existing racetrack. The washwater had been piped to existing ponds and stormwater had been diverted to a small pond. The big treatment ponds were in the process of being cleaned out so washwater

Annual report 2015-2016

consent to discharge treated wood waste to a site on Village Settlement Road. As a result of on going leachate generation from historical filling at the Monk Road site, the Company applied for, and were granted, a consent to discharge stormwater and leachate to land and water in August 2008. This consent was renewed in 2010. Wood waste is generated at the sawmill at various stages of the timber processing operation, from de-barking through to gauging. In the course of applying for resource

Clean-up operation launched after bitumen truck crash

has greatly reduced any actual and potential effects on the environment as a result of this incident.” Mr Glasgow says the clean-up operation will continue today (12 April) with the replacement of booms, the recovery of the vehicle from the stream, the disposal of material and the truck owner is also on site to remove contaminated vegetation and clean rocks and other areas contaminated by the bitumen. “We’ll also have a Council ecologist on site today to assess wildlife in the area,” Mr Glasgow

WestSide New Zealand Rimu Production Station Annual Report 2022-2023

were onto land with some then flowing to surface water. No effects were noted in the grass (such as burnt patches or dead grass) or within the streams. Flaring from the sites was not occurring at the time of inspection. No visual effects were noted as a result of previous flaring on the sites. 19 October 2022 The Rimu Production Station was shut in with no processing of hydrocarbon occurring. The tanks and pipes had been filled with nitrogen. The site was tidy and clean with most drums

Candyman Trust Annual Report 2022-2023

issued requiring the activity to cease and for works to be undertaken to ensure compliance with these Rules. A resource consent was subsequently applied for and granted and no further reclamation activity was undertaken at the site until January 2021. All material used to fill the pond is sourced from local site developments for example, clean soil from the excavation and installation of new swimming pools. The estimated volume of fill required to reclaim half the pond is approximately

Biennial report 2012-2014

take clean debris as per the guidelines for acceptance criteria for cleanfills. After sufficient material has been dumped and when suitable topsoil is available the topsoil will be spread over the area and then regrassed. The estimated volume of fill is approximately 48,000 m³. Access to the site is via the quarry driveway. It is therefore expected that workers in the crushing and stockpiling area will be able to monitor the site and restrict any inappropriate material from being dumped.

Annual report 2012-2013

Rd Site: The discharged wood waste appeared to be clean and mostly free of unacceptable wastes. A large section of the filled area was at the final level and was being prepped for capping. There was a pile of wire on the northern face of the tip and this would have to be removed. A new drain had been dug down the centre of the unfilled area and this was channeling a mixture of clean stormwater and contaminated spring water. The culvert under Monk Rd was discharging a mixture of