Attachment F - Effluent disposal report

 

Revision | Description Date

 

 

 

 

 

 

 

 

 
 
 

Lot number 2

ES Porth of heteaa EFFLUENT SUMMARY — 25 Persons

 

 

  

 

 
 
     

 

   

/ Location of 10 Person Advanced Secondary County of March Application system Advanced Secondary Treatment System
/ | Treatment Plants (Units). Area - 4.956h
Up to 50 Persons ~ 1 Unit eg Se are Disposal system Surface Irrigation
| p to 70 Persons - 2 Units :
\ - \ (Ensure pump of sufficient size to pump to Area Required 350 Sq.m

 

  
 

isposol area. = ;
Leet epee te) Soil improvement required — |No

 

Water Reduction Fixtures Yes

 

 

 

 

 

 

 

 

 

   
   
 
 

 

 

 

  

 

  
  

\ | Water Supply On-site Storage Tanks
|
\ | i ion 25 People
e | | 10m MIN. Setback from all seasonal Maximum Populatio P
me 30 di and existing watercouses and dams This summary details the parameters for which this system has been designed for. Any variation to the
} ., Rising Nai to to Land Application Areas. parameters may require a redesign of the system to reduce the risk of falure.
J/ ’
\ , ee a EFFLUENT SUMMARY — 70 Persons
3 | ey \ Hn e Lond Application Area to be located
|

Lond [application Area above 0100 Flood Level Application system Advanced Secondary Treatment System

 

 

  

 

Disposal system Surface Irrigation
Nutient Buffer Zone to be planted

 

 
 

in and around Land Application Area. Area Required 980 Sq.m

 

 

 

Soil improvement required | No

 

 

Water Reduction Fixtures Yes

 

 

PROPOSED LAND APPLICATION AREA, 7
Surface krigation to be used, Water Supply On-site Storage Tanks

 

 

 
 

 

 

 

 

  
  
 
 
 
 
 
  
   
   
     

 

fina! size and location to be determined on site. Maximum Population 70 People
a ication A
25 Persons ~ 350m? _{Current) This summary details the parameters for which this system has been designed for. Any variation to the
70 Persons - 980m*(Future) parameters may require a redesign of the system to reduce the risk of failure.
Land Application Area adjusted accordingly to suit
number of persons daily usage
Surface
Drainage Good.

Provide a surface mound or bund

 

 

 

 

 

     

 

 

 

 

for diversion of stormwater runoff Vegetation Grasses &
around the perimeter of the area. Scattered Trees
\\ \\ 3
l\ \ \\ ) CS => == —— ji
\ : Expected Available Area] “Loperty boy
i! (*) cH 3/S ee
\ Provide a minimum 10.0m 3s 2 is 2.0m Min. offset from ee
A setback from water course nie Upstope or side et
to surface irragation and M OF abs. — Property Boundary to
\ reserve greg. Oreg, disposal area.
\ \ \\ x
\ \ \ Provide landscaped retension mound or /
| } \ \ bund for catchment of surface overflow
| | i 3 4 from area. Pump Well with
| | \\ \ Pump & Indexing Valve.
| | ff EGEND os ! E PLAN (k-Raine or eqully approved.) * ~~
ued ale 1:
@ 8H? Borehole location ABN11 147 854 439
, Title: SITE PLAN - On-Site Effluent Disposal
<—, Slope AUSTRALIAN c
2% measured as a percentage gradient from SOIL INVESTIGATIONS Project 305 Lake McDonald Dr
eee) 41/11 PROJECT AVE NOOSAVILLE Se
DO NOT DIMENSION OFF THIS DIAGRAM. Drg No. ABS-001 Ph 0428 310453 Fax (07) 5447 1904 | Date: May 2015 | DrgNo, 150105-ABS.1