East Tamaki Peninsula Catchment background details

Catchment background details taken from "East Tamaki Comprehensive Catchment Mangement Plan Development East Tamaki Area", Beca, Carter, Hollings and Ferner Ltd.

Information Details Reference 1 Reference 2
Catchment Group East Tamaki Peninsula    
Location The area lies to the east of the Tamaki estuary, and adjoins existing developed parts of Manukau City, with Otara to the east, and Howick to the north   Map 1
Total catchment area 1735 hectares    
CCDC -    
ARC reference -    
Sub Catchments CID-Storm City    
623 Highbrook    
624 Highbrook    
625 Highbrook    
626 Fisher & Paykel    
637 Waiouru Peninsula    
646 Stonedon    
648 Cryers    
649 Bostock    
Annual Rainfall -    
Annual Discharge -    
Slope Range

-

   
Main Channel Length -    
Primary System LOS -    
Open Water Courses Length -    
Geology/Soil -
Table 11  
Land Use The East Tamaki catchment area consists of large areas of Future Development (stages 1
and 2) zoning, Main Residential, and Rural 2, 3 & 4 zonings. Smaller individual pockets of
land are zoned for recreational use as Public Open Space 1, 2 & 4. In addition, two
separate parcels of land are designated for specific uses.
Table 4 Map 3
Water Quality A total of 27 sites were visited in February/March 2000 (See Map 1). Of these, four were not sampled (but visual observations were noted), seven were sampled for both fish and macroinvertebrates, and a further four sites were visited for macroinvertebrate samples and habitat assessments. The remaining seven sites were sampled only for fish.   Map 1
NPS -    
PS -    
Flood Hazard The ‘5 year, 7 day low flow’ is typically quoted as a measure of the low flow characteristics of a
stream or catchment.The East Tamaki catchment area draining to Hills Road is approximately 19km2 and hence this equates to approximately 0.38 L/s/km2.

The average size of the subcatchment areas is around 60ha (0.6 km2), which will typically yield
slightly more than 0.2 L/s for the 5 year 7 day low flow event.

This will vary throughout the catchment and it is most likely that the steeper areas and/or areas with poorer draining soils will hold little if any residual flow during dry periods.
Table 10 Table 9