Site and Soil Evaluation · MCU18/0084

 

XS
WY

 

WATER REDUCTION FIXTURES ARE TO BE
INSTALLED IN THE PROPOSED BUILDINGS.

 

 

 

Land application Area.
403 sq.m. Surface Irrigation,
final size and location to be
determined on site.(Diameter

2.0m Min. offset from
Upslope or side
Property Boundary to

Revision | Description Date

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

22.8m) 10.0m Min. offset from disposal area. 103 cation ; are,
Lot number 26 Provide a surface mound or bund 32mm High house site to disposal final se ‘ond location to be
RP No. M37911 for diversion of stormwater runoff density poly area. &§ determined ite (Diamet
. around the perimeter of the area. (Purple) “ letermined on site,(Diameter
Area — 26.991 ha Property boundary 22.8my
Local Govt.: Noosa } BHT lors init oF absorption area} ]
/ / Limit of absorption area. la" Proposed
/ a
jf Hose length not Tr
/ to exceed 10.4m. 0 |_| P|
/ a)
“Proposed
\ Pp
2.0m Min. offset from \ \ PS ASWIP
Driveways to disposal 3S Expected cn) Area ~~
area. \ s __ Limit_of absorption area. __ _ Existing Dam ( we
—\ a —~“Fpproximate ostion — (Approx. pos.) ) | NN ee
Expected Available Area easonal bully. es
(EAA) oN oS >
‘\ Lo NN \ Provide a minimum 10.0m ge
ea Existing setback from water course 3
\e Shed | \ to surface irragation and
{reserve area. -
10m MIN. Setback from all seasonal / \ So
and existing watercouses and dams \ a £
to Lond Application Areas. / 2 VV A fo, \ &
f \/ \
\
Je so N Existing Dam \ Expected Available Area
Approx. pos.) (EAA)
xistit
Hou: —
\ 10.0m Min. offset from NT
{ \ eo house site to disposal
/ area.

 

 

 

 

 

Property boundary

EFFLUENT SUMMARY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Area Size Calculation

 

 

 

General Notes :

1. Do not scale from this drawing.

2. The final position of the disposal area is to be determined on-site in
accordance with the noted minimum offsets, minimum pipe grades and
site constraints.

3. The Plumber is responsible for locating all existing services within and
adjacent the allotment prior to commencing the work.

4. This drawing is to be read in conjunction with the attached details
and the specifications and requirements of Australian Soil Investigations
Absorption Report. No.180061(A). Do not commence construction without
first referring to this report.

5. The installation is to be in strict accordance with AS 1547-2000,

 

PLAN Application system Advanced Secondary Treatment System 20 Persons @ 115litres per person/
SITE PLAN PLA Disposal system Surface Irrigation per day = 2300 litres x 7 days
Area Required 805 Sq.m 20 ( DIR)
F _ 2
Soil Category Cat 5 = 805m
Water Reduction Fixtures Yes
Surface
Drainage Good. Water Supply On-site Storage Tanks Drawn By : WRHolmes
i i QBCC License. No.112066
Vegetation senes Ss Maximum Population 20 People Australian Soil Investigations
This summary details the parameters for which this system has been designed for. Any variation to the QBCC License No.15072110

 

 

 

 

parameters may require a redesign of the system to reduce the risk of failure.

 

 

 

Local Authority requirements and Australian Soil Investigations Absorption
Report. No.180061(A).

6. The work is to be undertaken and completed by a registered plumber.
7. Water reduction fixtures are to be used where nominated in the
Effluent Summary below, refer report No. 180061(A) for details.

 

BH2 .
e Borehole location.
<q 7, Slope

measured as a percentage gradient from
high ground to low ground.

DO NOT DIMENSION OFF THIS DIAGRAM.

Drg No. ABS-001

 

ABN11 147 854 439

AUSTRALIAN
SOIL INVESTIGATIONS

Title: SITE PLAN - On-Site Effluent Disposal

 

 

1/11 PROJECT AVE NOOSAVILLE
Ph 07 54471 304 Email [email protected]

Project S. Keating, 340 Pomona Kin Kin Road,
Pinbarren

 

 

Rev.

Date: May 2018 Drg No.180061-ABS