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Attachment J - Sewage Treatment Assessment

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09/10 06 MON 09:32 FAX 61 7 3637 6491 AQUA NOVA wy uuL
Se ee

762055 p-
os det 2008 9:34AM GKS Maintenance P/L o755

" Enviredisposal Pty. Ltd. ABN 66 104 290 780 Trading a
EDWARDS & ASSOCIATES WASTE WATER CONSULTANTS

Manager: — P.O. BOX 3077 SOUTHPORT
- Dennis Edwards OF Aust BUSINESS CENTRE 4215.
Chartered Engineering Officer pH: (@7) 55-311876
Cert.Geol. Assoc. Dip.App.Se. (Geol) Fax: (07) 55-918744
Member:Conerete Institute of Australia Mobile: 0419 311876 _
Member:Australian Geomechanics Soc. email:[email protected]

BSA Lie 1026654

SITE EVALUATION -EFFLUENT DISPOSAL REPORT
REPORT NozAssess 050614 Date: 9-6-2005
Client: GKS Maintenmce

Site Address: # 35 Rules Road, Pomona.

Local Authority: Noosa Shire Council.

INTRODUCTION; :

Edwards & Associates have carried out a site evaluation at the above address in accordance with AS.
1547 —2000 “On-Site domestic wastewater management”. and the On Size Sewerage Code by the
Qid. Dept. of Natural Resources. :
The aim of the investigation was to determine the suitablility of soil conditions for effluent
disposal..and to determine the likely effect on the environment...

Field work was carried on the 3-6-2005

SITE RACTORS: Site slopes at approximately 3 — 4 degrees.

CLIMATE:Approximate annual average rainfall is 1740 mm.

The groundwater water table is > 1.2 m below ground here and cut-oif drains for this purpose are
not considered necessary. °

SOIL ASSESSMENT: :

From on-site visual examination:....and permeability testing carried out.....a8 an additional aid in
the classification process....a textural classification of “ Clay Loam ” (Soil category 4 ) has been
adopted for this site...The approximate average permeability is 0.14 m/day and DIR (design
irrigation rate) is 25 mm/week.(AS1547:2000 Table 4.244) Soils are considered to be slightly

dispersive....... Emerson No; = 6 (Classes i — 8)...(No 1..has highest dispersion capacity). Testing
carried out according to AS1289.3.8.1-1997. . ;
Bore ii teal 2

Bore log/ Typical soil profile: |
0~ 400 LOAM, moist, dark brown.
400 -~ 450 (+) CLAY ( CL ) silty, brown.

Note: A sandy loam soil type will-be/wili not be required to be imported into the disposal area
UENT D S. ITY:
HSTP: “ Aquanova ” commercial.

 

 

 

 

 
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