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Attachment J - Sewage Treatment Assessment
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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