3018 AppendixC

Page 2

GLOBAL TESTING

THE ONLY NAME IN SOILS yy 3/53 GATEWAY DR, NOOSAVILLE , 4566

QBCC Licence No.1018403

 

Ph.0754740900/ Fax.0754740901/ email: [email protected]

 

JOB NUMBER 21/0611-2 EFFLUENT DISPOSAL REPORT

 

CLIENT LYNDAL PETERSEN.

 

SITE LOCATION | PROPOSED SUBDIVISION, PROPOSED FUTURE RESIDENCE,

PROPOSED LOT 11 of EXISTING LOT 233 on MCH4301 (No.130)
LAKE MACDONALD DRIVE, COOROY.

 

 

REPORT DATE | 11/06/2021

 

 

L.

INTRODUCTION

The purpose of this report is to evaluate and define a suitable on-site sewerage treatment and
disposal system for household effluents in accordance with Australian Standard 1547 -
2012“On-site domestic-wastewater management”. The Qld Plumbing & Wastewater Code has
been used for reference purposes during the compiling of this report.

This report relates exclusively to the proposed subdivision & proposed future residence at
Proposed Lot 11 of existing lot 233 on MCH4301 (No.130) Lake Macdonald Drive, Cooroy.
This document has been prepared for the express purpose stated above. This document does not
cover any other elements related to construction on the site.

SITE DESCRIPTION AND WEATHER CONDITIONS

The proposed site is an acreage allotment of 1.804ha in area, which fronts a sealed road.

The slope configuration in relation to surface drainage is linear planar.

The soil surface condition was moist at the time of testing. There was no evidence of cracking
of the surface during the investigation.

The site has no visible rock outcrops on the surface of the allotment.

The proposed effluent disposal area is exposed to sun and wind.

The proposed effluent disposal area is well grassed. The proposed effluent disposal area falls at
a slope of approximately 20% towards the south. Surface water drainage from adjoining
allotments may traverse this site. Surface water from the tested area will drain towards the
south.

The weather conditions prior to testing were periods of moist conditions.

The site has a Dam 40m downhill of the proposed effluent disposal area.

The site has Intermittent Watercourse 25m downhill of the proposed effluent disposal area.

SOIL PROFILE

The borelogs carried out at the site, refer attached Site Plan for localities, indicate that the soil
profile typically consists of a moist, brown, high plasticity SANDY CLAY.

Groundwater was not encountered during the field investigation.

Rock was not encountered during the field investigation.

RESERVE AREA

A 100% reserve effluent disposal area can be obtained on this allotment.

 

Page 3

Whilst every effort has been made to ensure that the borelogs carried out at the subject allotment
are indicative of the soil profile over the site any discrepancy between the profile detailed in the
borelogs and that observed during construction shall be referred to Global Testing for
immediate attention.

INVESTIGATION DETAILS

The investigation carried out at the site included machine augered boreholes up to 2000mm
depth and a series of three permeability test pits located as shown on the attached site report.
All testing carried out was in accordance with Australian Standard 1547 - 2012 “On-site
domestic-wastewater management”. :

TEST RESULTS AND CONCLUSIONS (TABLE A1)

 

 

 

 

 

Test No. Soil Slope | Setback Recommended Beavers
Permeability | (m/m) | Distance Design Irrigation | Gardner
(based on test (m) Rate (mm/Day) Setback
results)K** As per AS/NZS Distance

1547-2012

PT4 0.09

PT5 0.09

PT6 0.10

Average 0.09 .20 10* 3 4m

 

 

 

 

 

 

 

 

 

*Minimum setback distance from a watercourse (when an Advanced Secondary ASTP is
recommended) required by Noosa Council Policy.

Determination of Soil Category (Table 5.1 of AS/NZS 1547:2012

 

 

 

 

 

Soil Category Soil Texture Structure Indicative Indicative
BH8 Permeability | Drainage class
(k*)(m/day)
5 Light Clays Moderately 0.06 to 0.12 Poorly Drained
(00-2000mm) Structured

 

 

 

 

The Design Irrigation Rate of 3mm/day was adopted from the above results in Table Al.

Noosa Council’s policy suggests that the use of a primary treated effluent disposal system
will be satisfactory provided ;

# Sufficient permeable surface soil overlying rock is present over the disposal area, not

less than 1.2metres depth.

# A suitable soil category material (as per AS1547-2012) is encountered.

# A Minimum set-back distance of 50m is obtained.

# Permeability rates are within the required parameters.
Not all the above requirements have been met, therefore it is concluded that the use of a
primary treated effluent disposal system is not acceptable.

 

Report 21/061 1-2 edr page2

Page 4

6. RECOMMENDATIONS
The following recommendations are based on the assumption of a 4 bedroom residence
being constructed on the allotment at a future date.

e The Design Irrigation Rate of 3mm/day be adopted.

« The site be provided with an “Aerated wastewater-treatment system” capable of
producing Advanced secondary effluent (e.g Taylex ABS), or an equivalent system, to
councils approval in lieu of a septic tank.

e The disposal system be by, # A pegged to the ground covered surface drip irrigation
system consisting of ‘Wasteflow or Netafim’ Pressure-Compensating Drippers, as
per AS/NZS 1547:2012.

Purple line is to be used from the ASTP to the irrigation area.

An in-line filter is to be installed between the Treatment Plant and the Irrigation System.
Regular maintenance of the Filter shall be undertaken, according to manufacturer’s
recommendation.

e An 150mm high diversion bank/border shall be constructed around the irrigated
area.

¢ The dripper system shall evenly distribute effluent to avoid clogging by soil or root
intrusion. Maximum spacing shall be 1000mm.

e Non-return valves and flush-out valves should be installed on irrigation lines. The
minimum required amount of effluent to be pumped at regular intervals, should be such,
that all irrigation lines are full, and effluent delivered equally.

¢ The Wasteflow/Netafim lines are to be placed on the surface, with a 150mm layer of
mulch placed over the irrigation lines. Evergreen plants are to be planted (minimum of
30 plants) to maximize evapo-transpiration. Bird resistant mesh is to be placed on the
surface of the mulch, and pegged to the ground.

¢ The disposal area required is 300m”

This area has been calculated on a daily flow rate of 900 litres/day (6 people @150Lper
person/ per day) and a design irrigation rate of 3mm/day.

This flow rate will accommodate the future proposed 4 bedroom residence only. A
100% reserve area (as per site plan) is to be kept free of buildings and traffic.

e The disposal area should be located in the vicinity of PT 4, PT 5 and PT 6 as per
attached site plan.

e All set-back distances as required by the local authority shall be met;

e Stormwater run-off including roofwater from buildings shall be diverted around and away

from the disposal area. Imported fill may be required should there be insufficient soil
available for the design of the disposal system.
Certification
The local authority may request that an inspection and certification is undertaken on the installation
of the system when nearing completion. The installer must contact Noosa Council prior to ‘burying’
the system, if certification is required.

Please note: Personal Hygiene Products, Bleaches and detergents high in phosphorous will
damage the capabilities of the Treatment System’s performance. Information should be
sought by the Treatment System’s manufacturer for a guide of suitable products acceptable
for the system.

Yours Sincerely,

| AL, _

fi)

Michael S. Pinkney (Laboratory Manager)
Report 21/0611-2 EDR-page3

Page 5

GLOBAL TESTING

THE ONLY NAME IN SOILS

 

SOIL PROFILE REPORT

CLIENT:

PROJECT:

Lyndal Petersen
BY:

AUTHORIZED

Proposed Lot 11 (No.130) DATE TESTED:

Lake Macdonald Drive,
Cooroy.
JOB NO:

Lyndal Petersen

24/05/2021

21/0611-2

 

Drilling Method: Jacro 105 100mm

Borehole
No: 8

 

Depth
(mm)

Description

PENET.

(blows per

100mm)

 

2

3

Comments

 

0

 

100

 

200

 

300

 

400

 

500

 

600

 

700

 

800

 

900

 

1000

 

1100

 

1200

 

1300

 

1400

 

1500

 

1600

 

1700

 

1800

 

1900

 

2000

 

2100

 

2200

 

2300

 

2400

 

 

2500

 

SANDY CLAY (CH) High plasticity,
brown, fine to coarse sand, moist, stiff.

HOLE TERMINATED.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Borelogging in accordance with AS1726-1993 Site Investigation Code

21/061 1-2 edr Page 4

 

Page 6

GLOBAL TESTING

 

THE ONLY NAME IN SOILS

SOIL PROFILE REPORT

 

CLIENT: Lyndal Petersen AUTHORIZED Lyndal Petersen
BY:
PROJECT: Proposed Lot 11 (No.130) DATE TESTED: = 24/05/2021
Lake Macdonald Drive,
Cooroy.

JOB NO: 21/0611-2

 

 

Drilling Method: Jacro 105 100mm Borehole
No: 9

 

Depth Description PENET. Comments
(blows per

(mm) 100mm)
1[2]3 [4

 

 

0 SANDY CLAY (CH) High plasticity,
brown, fine to coarse sand, moist, stiff.

 

 

100

 

 

200

 

 

300

 

 

400

 

 

500

 

 

600

 

 

700

 

 

800

 

 

900

 

 

1000

 

 

1100

 

 

1200

 

 

1300

 

 

1400

 

 

1500

 

 

1600

 

 

1700

 

 

1800

 

 

1900

 

 

2000 HOLE TERMINATED.

 

 

2100

 

 

2200

 

 

2300

 

 

2400

 

 

 

 

 

 

 

 

 

2500

 

Borelogging in accordance with AS1726-1993 Site Investigation Code
21/061 1-2-edr Page 5

 

Page 7

GLOBAL TESTING

THE ONLY NAME IN SOILS

 

SOIL PROFILE REPORT

CLIENT: Lyndal Petersen AUTHORIZED Lyndal Petersen
BY:
PROJECT: Proposed Lot 11 (No.130) DATE TESTED: = 24/05/2021
Lake Macdonald Drive,
Cooroy.

JOB NO: 21/0611-2

 

Drilling Method: Jacro 105 100mm Borehole
No: 10

 

Depth Description PENET. Comments
(blows per

(mm) 100mm)
1[2][3 [4

 

 

0 SANDY CLAY (CH) High plasticity,
brown, fine to coarse sand, moist, stiff.

 

 

100

 

 

200

 

 

300

 

 

400

 

 

500

 

 

600

 

 

700

 

 

800

 

 

900

 

 

1000

 

 

1100

 

 

1200

 

 

1300

 

 

1400

 

 

1500

 

 

1600

 

 

1700

 

 

1800

 

 

1900

 

 

2000 HOLE TERMINATED.

 

 

2100

 

 

2200

 

 

2300

 

 

2400

 

 

 

 

 

 

 

 

 

2500

 

 

 

Borelogging in accordance with AS1726-1993 Site Investigation Code
21/061 1-2-edr Page 6

Page 8

 

* DONOT Allow newspapers, disposable or sanitary napkins, rubber products,
nappy liners, cotton buds etc. to enter the system.

* DONOT Use an in-sink garbage grinder. These are not recommended by most
councils as they can add extra loading equivalent to about 2 persons.

*

DONOT Use strong caustics, acids, alkalis or chemical detergents. These can
damage the system and cause bad odours.

* DONOT Use disinfectants or other bactericides.

* DONOT Put grease/fats or food scraps down the kitchen sink i.e plates should be
scraped resonably clean prior to washing up.

* NEVER Dispose of used cooking oil or similar material down the sink.

21/061 1-2 edr Page 7

Page 9

LIMITATIONS AND ADDITIONAL NOTES

A Site Classification Report may be requested by Certifiers or Local Council to aid in
approval of this report regarding articulation, if the site is suspected of being classified as H,
E or P in accordance with AS2870. Global Testing should be contacted to undertake this
testing (additional charge applies), if not previously requested. This Effluent Disposal
Report does not address articulation or flexible joints (an RPEQ should be sought if design
of either of these is required- additional charges apply).

If any future amendments are required due to the movement of the building footprint,
amount of bedrooms, on-site earthworks, or requests for an alternative area or alternative
system, an additional charge of $330 will apply to complete an updated Effluent Disposal
Report.

Global Testing has completed this report based on plans and information as supplied by the
client.

Any levels or slope measurements within this report are approximate only, and should not be
used for construction purposes.

21/061 1-2 edr Page 8

 

Page 10

 

ONN SeJJ@U UI SUOISU@LUIP Ipy “AjUO $159}

popesos ie yewioneUSg Sud eeu : id = ley 84} 40 LOHeDO| BJewxoJdde 94] MoYs 0] SI UBId ey} JO eSod.nd ey | “sUOHeIND}e9 BuI}SOd Jo LO!JONU}SUOD BuIpjING
° USHED07 e[ouei[eg - Hae Aue 40} pesn eq Jou }1eUS URId 94] UO UMOYS SepnyUBeW pu SUoROELIp adojs 'sunojU0S "SUOISUaLUID Auly a]ON
aNa937

 

 

 

 

 

 

 

 

 

 

 

 

00ST ATVOS uassdjeg [[epudy : sua 401005 aaraq ppeuopreyA] 2yV'] (OETON) LL 30'T pasodo.g : aS 1Z0Z/SO/PZ P2389] 938 7-L190/1Z *ON Gor

Page 11

Covered Surface Drip Irrigation System
(30 plants minimum)
150mm cover of mulch Plant surface 1000mm max. Spacing
<—_——————>|

 

 

Ground Level

    
  

Cae O >
ye

 

 

 

 

Netafim or Wasteflow Pressure Compensating Dripper Lines

Place on surface and cover with 150mm mulch.
Bird-resistant mesh is to be placed on the surface of the
150mm high mound surround mulch, and pegged to the ground

Diversion |
or Cut off drain Irrigation lines

Peele

Slope greater Lo 30%

Typical Plan Layout of Manifold and Laterals for an
Netafim or Irrigation Area of 300m2
Wasteflow Pressure
Compensating Dripper
Lines

To Advanced Secondary
ASTP

Flush-out Valves

7 40m

Page 12

Page 13

GLOBAL TESTING

 

QBCC Licence No.1018403

THE ONLY NAME IN SOILS wyyr 3/53 GATEWAY DR, NOOSAVILLE , 4566

Ph.0754740900/ Fax.0754740901/ email: [email protected]

 

 

 

JOB NUMBER 21/0611-1 EFFLUENT DISPOSAL REPORT
CLIENT LYNDAL PETERSEN.
SITE LOCATION | PROPOSED SUBDIVISION, PROPOSED FUTURE RESIDENCE,

PROPOSED LOT 12 of EXISTING LOT 233 on MCH4301 (No.130)
LAKE MACDONALD DRIVE, COOROY.

 

REPORT DATE | 11/06/2021

 

 

 

INTRODUCTION

The purpose of this report is to evaluate and define a suitable on-site sewerage treatment and
disposal system for household effluents in accordance with Australian Standard 1547 -
2012“On-site domestic-wastewater management”. The Qld Plumbing & Wastewater Code has
been used for reference purposes during the compiling of this report.

This report relates exclusively to the proposed subdivision & proposed future residence at
Proposed Lot 12 of existing lot 233 on MCH4301 (No.130) Lake Macdonald Drive, Cooroy.
This document has been prepared for the express purpose stated above. This document does not
cover any other elements related to construction on the site.

SITE DESCRIPTION AND WEATHER CONDITIONS

The proposed site is an acreage allotment of 1.520ha in area, which fronts a sealed road.

The slope configuration in relation to surface drainage is linear planar.

The soil surface condition was moist at the time of testing. There was no evidence of cracking
of the surface during the investigation.

The site has no visible rock outcrops on the surface of the allotment.

The proposed effluent disposal area is exposed to sun and wind.

The proposed effluent disposal area is well grassed. The proposed effluent disposal area falls at
a slope of approximately 20% towards the south. Surface water drainage from adjoining
allotments may traverse this site. Surface water from the tested area will drain towards the
south.

The weather conditions prior to testing were periods of moist conditions.

The site has a Dam 30m downhill of the proposed effluent disposal area.

The site has Intermittent Watercourse 10m downhill of the proposed effluent disposal area.

SOIL PROFILE

The borelogs carried out at the site, refer attached Site Plan for localities, indicate that the soil
profile typically consists of a moist, brown, high plasticity SANDY CLAY.

Groundwater was not encountered during the field investigation.

Rock was not encountered during the field investigation.

RESERVE AREA

A 100% reserve effluent disposal area can be obtained on this allotment.

 

Page 14

Whilst every effort has been made to ensure that the borelogs carried out at the subject allotment
are indicative of the soil profile over the site any discrepancy between the profile detailed in the
borelogs and that observed during construction shall be referred to Global Testing for
immediate attention.

INVESTIGATION DETAILS

The investigation carried out at the site included machine augered boreholes up to 2000mm
depth and a series of three permeability test pits located as shown on the attached site report.
All testing carried out was in accordance with Australian Standard 1547 - 2012 “On-site
domestic-wastewater management”.

TEST RESULTS AND CONCLUSIONS (TABLE A1)

 

 

 

 

 

Test No. Soil Slope | Setback Recommended Beavers
Permeability | (m/m) | Distance Design Irrigation | Gardner
(based on test (m) Rate (mm/Day) Setback
results)K** As per AS/NZS Distance

1547-2012

PT1 0.08

PT2 0.07

PT3 0.11

Average 0.08 -20 10* 3 4m

 

 

 

 

 

 

 

 

 

*Minimum setback distance from a watercourse (when an Advanced Secondary ASTP is
recommended) required by Noosa Council Policy.

Determination of Soil Category (Table 5.1 of AS/NZS 1547:2012

 

 

 

Soil Category Soil Texture Structure Indicative Indicative
BH3 Permeability | Drainage class
(k™*)\(m/day)
5 Light Clays Moderately 0.06 to 0.12 Poorly Drained
(00-2000mm) Structured

 

 

 

 

 

 

The Design Irrigation Rate of 3mm/day was adopted from the above results in Table Al.

Noosa Council’s policy suggests that the use of a primary treated effluent disposal system
will be satisfactory provided ;

# Sufficient permeable surface soil overlying rock is present over the disposal area, not

less than 1.2metres depth.

# A suitable soil category material (as per AS1547-2012) is encountered.

# A Minimum set-back distance of 50m is obtained.

# Permeability rates are within the required parameters.
Not all the above requirements have been met, therefore it is concluded that the use of a
primary treated effluent disposal system is not acceptable.

 

Report 21/0611-1 edr page2

Page 15

6. RECOMMENDATIONS
The following recommendations are based on the assumption of a 4 bedroom residence
being constructed on the allotment at a future date.

e The Design Irrigation Rate of 3mm/day be adopted.

+ The site be provided with an “Aerated wastewater-treatment system” capable of
producing Advanced secondary effluent (e.g Taylex ABS), or an equivalent system, to
councils approval in lieu of a septic tank.

¢ The disposal system be by, # A pegged to the ground covered surface drip irrigation
system consisting of “‘Wasteflow or Netafim’ Pressure-Compensating Drippers, as
per AS/NZS 1547:2012.

Purple line is to be used from the ASTP to the irrigation area.

An in-line filter is to be installed between the Treatment Plant and the Irrigation System.
Regular maintenance of the Filter shall be undertaken, according to manufacturer’s
recommendation.

e An 150mm high diversion bank/border shall be constructed around the irrigated
area.

e The dripper system shall evenly distribute effluent to avoid clogging by soil or root
intrusion. Maximum spacing shall be 1000mm.

e Non-return valves and flush-out valves should be installed on irrigation lines. The
minimum required amount of effluent to be pumped at regular intervals, should be such,
that all irrigation lines are full, and effluent delivered equally.

e The Wasteflow/Netafim lines are to be placed on the surface, with a 150mm layer of
mulch placed over the irrigation lines. Evergreen plants are to be planted (minimum of
30 plants) to maximize evapo-transpiration. Bird resistant mesh is to be placed on the
surface of the mulch, and pegged to the ground.

¢ The disposal area required is 300m
This area has been calculated on a daily flow rate of 900 litres/day (6 people @150Lper

person/ per day) and a design irrigation rate of 3mm/day.
This flow rate will accommodate the future proposed 4 bedroom residence only. A
100% reserve area (as per site plan) is to be kept free of buildings and traffic.

¢ The disposal area should be located in the vicinity of PT 1, PT 2 and PT 3 as per
attached site plan.

e All set-back distances as required by the local authority shall be met;

e Stormwater run-off including roofwater from buildings shall be diverted around and away

from the disposal area. Imported fill may be required should there be insufficient soil
available for the design of the disposal system.
Certification
The local authority may request that an inspection and certification is undertaken on the installation
of the system when nearing completion. The installer must contact Noosa Council prior to ‘burying’
the system, if certification is required.

Please note: Personal Hygiene Products, Bleaches and detergents high in phosphorous will
damage the capabilities of the Treatment System’s performance. Information should be
sought by the Treatment System’s manufacturer for a guide of suitable products acceptable
for the system.

Yours Sincerely,

4a» \ A -

fF fo aor

Michael S. Pinkney (Laboratory Manager)
Report 21/0611-1 EDR-page3

Page 16

GLOBAL TESTING

THE ONLY NAME IN SOILS

 

SOIL PROFILE REPORT

CLIENT: Lyndal Petersen AUTHORIZED

BY:

PROJECT: Proposed Lot 12 (No.130) DATE TESTED:

Lake Macdonald Drive,
Cooroy.
JOB NO:

Lyndal Petersen

24/05/2021

21/0611-1

 

Drilling Method: Jacro 105 100mm

Borehole
No: 3

 

Depth Description
(mm)

PENET.

(blows per

100mm)

 

2

3

Comments

 

0 SANDY CLAY (CH) High plasticity,
brown, fine to coarse sand, moist, stiff.

 

100
200
300
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000 HOLE TERMINATED.
2100
2200
2300
2400
2500

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Borelogging in accordance with AS1726-1993 Site Investigation Code

21/061 1-1 edr Page 4

 

Page 17

GLOBAL TESTING

 

THE ONLY NAME IN SOILS

SOIL PROFILE REPORT

CLIENT: Lyndal Petersen AUTHORIZED Lyndal Petersen
BY:

PROJECT: Proposed Lot 12 (No.130) DATETESTED: 24/05/2021
Lake Macdonald Drive,
Cooroy.

JOB NO: 21/0611-1

 

Drilling Method: Jacro 105 100mm Borehole
No: 4

 

Depth Description PENET. Comments
(blows per

(mm) 100mm)

 

 

1[2]3 [4
0 SANDY CLAY (CH) High plasticity, '
brown, fine to coarse sand, moist, stiff.

 

 

100

 

 

200

 

 

300

 

 

400

 

 

500

 

 

600

 

 

700

 

 

800

 

 

900

 

 

1000

 

 

1100

 

 

1200

 

 

1300

 

 

1400

 

 

1500

 

 

1600

 

 

1700

 

 

1800

 

 

1900

 

 

2000 HOLE TERMINATED.

 

 

2100

 

 

2200

 

 

2300

 

 

2400

 

 

 

 

 

 

 

 

 

2500

 

Borelogging in accordance with AS1726-1993 Site Investigation Code
21/061 1-1-edr Page 5

 

Page 18

GLOBAL TESTING

THE ONLY NAME IN SOILS

 

SOIL PROFILE REPORT

 

 

CLIENT: Lyndal Petersen AUTHORIZED

BY:

PROJECT: — Proposed Lot 12 (No.130) DATE TESTED:

Lake Macdonald Drive,
Cooroy.
JOB NO:

Lyndal Petersen

24/05/2021

21/0611-1

 

Drilling Method: Jacro 105 100mm

Borehole
No: 5

 

Depth Description
(mm)

PENET.

(blows per

100mm)

 

2

3

Comments

 

0 SANDY CLAY (CH) High plasticity,
brown, fine to coarse sand, moist, stiff.

 

 

100

 

 

200

 

 

300

 

 

400

 

 

500

 

 

600

 

 

700

 

 

800

 

 

900

 

 

1000

 

 

1100

 

 

1200

 

 

1300

 

 

1400

 

 

1500

 

 

1600

 

 

1700

 

 

1800

 

 

1900

 

 

2000 HOLE TERMINATED.

 

 

2100

 

 

2200

 

 

2300

 

 

2400

 

 

 

2500

 

 

 

 

 

 

 

Borelogging in accordance with AS1726-1993 Site Investigation Code
21/061 1-1-edr Page 6

 

Page 19

 

* DONOT Allow newspapers, disposable or sanitary napkins, rubber products,
nappy liners, cotton buds etc. to enter the system.

* DONOT Use an in-sink garbage grinder. These are not recommended by most
councils as they can add extra loading equivalent to about 2 persons.

* DONOT Use strong caustics, acids, alkalis or chemical detergents. These can
damage the system and cause bad odours.

* DO NOT Use disinfectants or other bactericides.

* DONOT Put grease/fats or food scraps down the kitchen sink i.e plates should be
scraped resonably clean prior to washing up.

* NEVER __ Dispose of used cooking oil or similar material down the sink.

21/061 1-1 edr Page 7

Page 20

LIMITATIONS AND ADDITIONAL NOTES

A Site Classification Report may be requested by Certifiers or Local Council to aid in
approval of this report regarding articulation, if the site is suspected of being classified as H,
E or P in accordance with AS2870. Global Testing should be contacted to undertake this
testing (additional charge applies), if not previously requested. This Effluent Disposal
Report does not address articulation or flexible joints (an RPEQ should be sought if design
of either of these is required- additional charges apply).

If any future amendments are required due to the movement of the building footprint,
amount of bedrooms, on-site earthworks, or requests for an alternative area or alternative
system, an additional charge of $330 will apply to complete an updated Effluent Disposal
Report.

Global Testing has completed this report based on plans and information as supplied by the
client.

Any levels or slope measurements within this report are approximate only, and should not be
used for construction purposes.

21/0611-1 edr Page 8

 

Page 21

 

 

 

 

 

 

 

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4seL LoRBIONed -id Piel 8U] Jo UONedO| eyewxoudde ey} MOUS 0] SI UBId yy Jo asodind 6y | SUOHEIND}ed Huy}s09 Jo UONONIsUOD BuIpLING
UONHESIO7 19}2WIONSUSg BUDD 91WIReUKAG - Nd 4 .
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GQN393471

 

 

pur ‘ys[nur ay} JO ad¥J.Ns ay} UO pede

Pazap.s0g ‘syuvyd o¢ JO WNUITUTUT & YIM

 

-dANSSIAT ,WJLIIN] 10 MOTI}SE,
— BITY UOHVSLLI dLIp soe"yng paiaa0D pu

00ST ATVOS Uassajeg [epuAy : Ua Ao100D “ALA pleuopoeyAl 2YW'] (OETON) ZI 30] pasodo.rg : aS LZ0Z/SO/PZ :PIS2.1, IVC 1-1190/TZ :ON Gor

Page 22

Covered Surface Drip Irrigation System
(30 plants minimum)
150mm cover of mulch Plant sutfacs 1000mm max. Spacing

OW aa 5 ; =

a

 

 

Ground Level

  

 

 

 

 

Netafim or Wasteflow Pressure Compensating Dripper Lines

Place on surface and cover with 150mm mulch.
Bird-resistant mesh is to be placed on the surface of the
150mm high mound surround mulch, and pegged to the ground

Diversion a

or Cut off drain Irrigation lines
Slope greater Lo 30%

Typical Plan Layout of Manifold and Laterals for an
Netafim or Irrigation Area of 300m2
Wasteflow Pressure
Compensating Dripper
Lines

      

To Advanced Secondary
ASTP

7.5m

Flush-out Valves

40m

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