potential to render land or any
vegetation grown on the land toxic to vegetation or to animals consuming such vegetation. It also excludes
any material that may release leachate that could adversely affect receiving water quality.
Cleanfill site
A cleanfill site is any landfill that only accepts cleanfill material as defined above. Cleanfill is often used to fill
in gullies to produce flat usable land and resource consents to culvert small streams under the fill are often
associated with these
collected on this
occasion.
page
11
18 May 2017
The contaminated discharge manhole had been cleaned out and extended to allow sawdust backfill. The
sawdust area appeared to be free of treated timber and other unauthorised materials. Areas of the fill had
been capped and vegetated and there was evidence that this area has been grazed by cattle. It was noted
that the current cap would need to be improved once filling at the site was completed.
2.1.2 Village Settlement
and shall consist of a minimum of 300 mm of clean clay
and 100 mm of top soil.” The Company was asked to update the capping schedule that was provided to the
Council in December 2018 and to notify the Council prior to capping the Monk Road sawdust disposal area.
The company was advised that the site activities were non-compliant with conditions 1 and 6 of consent
6413-2.1. Although a capping plan had been received, the works had fallen behind schedule leaving large
areas of the filled site
then be demolition of all concrete
structures, filling in all holes and grading and leveling the site. This is a
straightforward task as no asbestos would be involved. The broken
concrete could be used for filling on-site holes, taken off site for clean fill
page
or taken to the nearest suitable landfill. It is anticipated that this stage of
the work would take 6-8 weeks.
10. We would then demobilise from site once all the client’s needs have been
met and the site would be
land 35
Table 17 Summary of performance for Consent 6771-1 discharge
cleanfill onto land for land improvement purposes 39
Table 18 Summary of performance for consent 7289-1 discharge of
cleanfill onto land 43
Table 19 Results of sampling undertaken at Inframax’s cleanfill, 45
Table 20 Summary of performance for Consent 5187-1 To discharge
clean fill onto land 46
Table 21 Chemical analysis of discharge and the Te Henui Stream at JW &
TC Bailey Limited’s cleanfill, Saxton
greenwaste
on Pad 1 in tllll aflflroflriate flroflortions for somflosting, and windrowed so tllat tllB
somflosting flrosess begins.
12. Under no circumstances sIlaIlrnIISt will there be any direct discharge of waste material to the
'collection pond', or to the material stockpiled on Pad 3.
13. Within 90 days of these consents commencing the Duck Pond, the Collection Pond and other
ponds associated with Pad 3 s a>>must be filled with inert sol id material and remediated.
Note: For the
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Pickering Motors Ltd at 11 Tennyson Street, Opunake | 7.30am-5pm Monday to Friday
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of 50mmof soil sawdust or sand
Trenches should be not be more than 30 cubic metres and should be in the topsoil layer and up to 1m wide and 2m deep
Cover trenches with a minimum of 50mm of soil, sawdust or sand as soon as possible
Once the trench is full to within 1m of the surface, fill with soil and slightly mound the ground, then re-grass
If disposing of a large animal, open the stomach to allow for faster decomposition. Puncture the left side of the rumen to prevent the build-up of toxic
of 50mmof soil sawdust or sand
Trenches should be not be more than 30 cubic metres and should be in the topsoil layer and up to 1m wide and 2m deep
Cover trenches with a minimum of 50mm of soil, sawdust or sand as soon as possible
Once the trench is full to within 1m of the surface, fill with soil and slightly mound the ground, then re-grass
If disposing of a large animal, open the stomach to allow for faster decomposition. Puncture the left side of the rumen to prevent the build-up of toxic
discharging at the time of inspection. A sample was
obtained from the second skimmer pit.
22 April 2013
Inspection was conducted during a rainfall event. Skimmer pits and ring drains
appeared to be working well, however the far northern corner of the site needed to
be monitored to ensure no pooling was occurring within the ring drain. The site in
general appeared to be clean and tidy with areas about the rig well bunded. The flare
pit was beginning to fill with water, site staff were advised