Council archive · source document
0015A4F2.001
Text sections not matched to the original PDF pages. See original document to check page numbers.
i Design Calculation
The serviceable life of the Land Application Areas will be compromised if the design flow is exceeded. For our
i calculations we have assessed the design flow as follows:
i Design Calculation
DIR (mm/Aveek) (secondary quality effluent)
i Hydraulic load (!t/day/person) Tank Water / 7 Bedrooms.
Design Flow Q (li/day) EP: 9 At 100% occu pancy for holiday cottages | 1260
i Design sizing calculation Al=(Qx 7/DIR
©} Nominated Configuration (meters) Determined by Installer
: Treatment Plant Minimum Size Requirement 10 EP
Recommended Separations Distances Surface Irrigation Effluent Effluent
ati . _ Sop Weta gt. Secondary Advanced Secondary |
i Dwellings & recreation areas | ism | tom
Water edge of swimming pools | om | om
i Property boundaries, paths & walkways 4m down hill | 4m down hill
: : 2m uphill 2m uphill
¢ Z tl Ikwa .
Top of bank of permanent water course, creek, lake, waterway etc, 30m 10m
; Bore or Dam for domestic or stock usc | 30m tom
Vertical depth of seasonal water table | 06m Om
10 Tn ground potable water tank, Note some authorities require 15m | om | mC*SY
Sub-Surface Irrigation same as above except for; SY
NOTE: The local government authority may upon considering the public health and environmental risks
' reduce or increase the distances in the above table.
j Regards,
A if | .
Lance Picton jp, ,
i EcoCycle Pty. Ltd.
4/5See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
0015A4F2.001.pdfRelated documentPublic source context ↗
07/1413 - MCU - Visitor Accommodation Type 3 - Rural [As Published]Related documentApplication case desk ↗
About this file
- File size
- 2.9 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.