Attachment 3 - Effluent Treatement Plan

                                                                     TREATMENT FACILITY AND LAND APPLICATION                       MAINTENANCE
                                                                     AREA CALCULATIONS
                                                                                                                                   MAINTENANCE REQUIREMENTS SPECIFIED BY THE MANUFACTURER
                                                                     TREATMENT FACILITY - ADVANCED SECONDARY EFFLUENT HSTP,        AND AUTHORISED SERVICE AGENT ARE TO BE IMPLIMENTED THESE
                                                                     CAPABLEOF TREATING 2000L/DAY                                  INCLUDE
                                                                     HYDRAULIC LOAD (PER PERSON / DAY- 120L                        ·   FOLLOW THE SERVICE FREQUENCY AS LAID OUT BY THE
                                                                     EQUIVILENT PERSONS - 8                                            MANUFACTURER
                                                                     DAILY FLOW (L/DAY) - 120                                      ·   ONLY USE A QBCC LICENSED SERVICE AGENT
                                                                     SOIL TYPE ADOPTED - 960L                                      ·   USE LOW SODIUM BIO DEGRADABLE SOAPS AND DETERGENTS
                                                                     DIR - 3 REDUCED TO 2.4 DUE TO SLOPE                           ·   NO PAINTS, SOLVENTS CHEMICALS, FOOD SCRAPS, FATS, OILS OR
SITE AND SOIL EVALUATION REPORT                                      LAND APPLICATION AREA SIZE CALCULATIONS - 960 / 2.4 = 400M2       ANY OTHER SOLIDS ARE TO BE DISPOSED DOWN THE DRAIN
JOB # 22221                                                          DISPOSAL METHOD - SHALLOW SUBSURFACE DRIP IRRIGATION          ·   ELECTRICAL POWER TO THE SYSTEM IS NOT TO BE TURNED OFF
ADDRESS - 69 EUNGELLA DRIVE BLACK MOUNTAIN 4563                      NUMBER OF LATERALS - 25                                       ·   UPON SELLING OR LEASING THE PROPERTY IT IS THE
PREPARED FOR - CESAR MIKLAITIS                                       LINEAL METERS - 400                                               RESPONSIBILITY OF THE OWNER TO ENSURE THE NEW
RP NUMBER - L9 SP173780                                              DRIPPER TYPE / L/HR - BIOLINE CV XR 40CM 1.6OL/HR                 OWNER/TENANT IS AWARE OF THE OBLIGATIONS OF OWNING AN ON
DATE OF ASSESSMENT - 20/11/2024                                      TOTAL L/MIN FOR PUMP TO SERVICE - 26.66L/M                        SITE SEWERAGE FACILITY.
DESIGNER - MICHAEL MORTIMER 1300 722 517                                                                                           ·   ON SITE SEWERAGE SYSTEMS ARE NOT DESIGNED TO COPE WITH
                                                                                                                                       THE FLOW FROM GARBAGE DISPOSALS
INTRODUCTION                                                                                                                       ·   LAND APPLICATION AREA IT TO BE MOWED REGULARLY

EXPRESS WASTEWATER HAS BEEN CONTRACTED TO DESIGN AN
APPROPRIATE WASTEWATER SYSTEM AND LAND APPLICATION AREA THE                                                                        SETBACKS
FOLLOWING LEGISLATION WAS USED IN COMPILING THIS REPORT
·   AS/NZS 1547/2012
·   QUEENSLAND PLUMBING AND WASTEWATER CODE                           DESIGN NOTES
·   AS 3500.2                                                         1.    THE POSITION OF THE TANK IS INDICATIVE ONLY IT IS
·   QUEENSLAND PLUMBING AND WASTEWATER CODE                                 THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE
·   ENVIRONMENTAL PROTECTION ACT 1994                                       ADEQUATE FALL IS ACHIEVABLE
·   ENVIRONMENTAL PROTECTION REGULATION 1998                          2.    TREATMENT SYSTEM IS TO BE INSTALLED AS PER
DUE TO THE EXPECTED LOADING RATE BEING BELOW 20 EQUIVALENT                  MANUFACTURERS REQUIREMENTS A MINIMUM OF 150MM
PERSONS THIS IS NOT CONSIDERED AN ENVIRONMENTALLY RELEVANT                  ABOVE THE Q100 LEVEL IN ACCORDANCE WITH THE
ACTIVITY                                                                    QPWW CODE AND AS1547 AND 1546
THIS DESIGN HAS BEEN REVIEWED BY MICHAEL MORTIMER                     3.    ALL VENTS TO BE FITTED WITH MOSQUITO PROOF VENT
SITE CLASSIFYER QBCC 1180436                                                COWLS
                                                                      4.    LATERALS TO BE INSTALLED ACROSS CONTOURS
SITE FEATURES                                                         5.    NON RETURN VALVES TO BE INSTALLED EVERY 1.2M OF
LOCAL AUTHORITY - NOOSA CITY COUNCIL                                        VERTICAL LIFT ON HEADER LINES
ALLOTMENT AREA - 1.63 HECTARES                                        6.    THE CONTRACTOR IS TO ENSURE THAT THE TANK IS
NUMBER OF BEDROOMS - 2 IN STUDIO AND 2 IN SECOND DWELLING FUTURE MAIN       ADEQUATELY ANCHORED TO AVOID FLOTATION
DWELLING NOT PART OF THIS APPLICATION                                 7.    TANK IS TO BE FILLED WITH WATER BEFORE BACK FILL
REASON FOR APPLICATION - NEW BUILD                                    8.    DELIVERY LINE TO THE DISPERSAL AREA IS TO COMPLY
SLOPE - AVERAGE ACROSS LAA 15%                                              WITH AS 3500
WATER WAYS- N/A                                                       9.    PUMP SERVICING IRRIGATION TO BE SIZED TO
WELLS. BORES,DAMS - YES TO BE FILLED                                        ADEQUATELY SERVICE LAND APPLICATION AREA
INTERMITTENT WATER COURSE - N/A                                       10.   FOLLOWING SITE PREPARATION THE IRRIGATION AREA
                                                                            TO BE PLANTED OUT WITH APPROPRIATE GRASSES,
SOIL BORE LOGS                                                              GROUND COVER AND OR SHRUBS
ALL CLASSIFICATIONS ARE MADE TO THE AS/NSZ 1547/2012                  11.   ALL VEHICLES AND STOCK TO BE KEPT OFF THE LAND
SOIL CORE 1                                                                 APPLICATION AREA
HORIZON 1 - 0 - 200MM CLAY LOAM DARK BROWN                            12.   DO NOT PLANT EDIBLES WITHIN LAA
HORIZON 2 - 200MM - 1200MM SILTY CLAY BROWN GREY                      13.   DIMENSIONS TAKE PRECEDENT OVER SCALE
HORIZON 3 -                                                           14.   LAND APPLICATION AREA TO BE SIGN POSTED AS PER
SOIL CORE 2                                                                 THE AS 1547
HORIZON 1 - 0 - 200MM CLAY LOAM DARK BROWN                            15.   IF A FORM 8 IS REQUIRED IT IS THE RESPONSIBILITY OF
HORIZON 2 - 200MM - 1200MM SILTY CLAY BROWN GREY                            THE INSTALLER TO SEND A COPY OF THE FORM 7 TO
HORIZON 3 -                                                                 EXPRESS WASTEWATER AND GIVE A MINIMUM OF 1
SOIL CORE 3                                                                 WEEK NOTICE TO ENSURE WE CAN ATTEND SITE AND
HORIZON 1 - 0 - 200MM CLAY LOAM DARK BROWN                                  INSPECT ON THE DAY IF NEEDED A FEE OF $170 WILL
HORIZON 2 - 200MM - 1200MM SILTY CLAY BROWN GREY                            APPLY.                                                                                WASTEWATER DESIGN REPORT
                                                                                                                                                                  JOB # 22221
HORIZON 3 -                                                                                                                                                       ADDRESS - 69 EUNGELLA DRIVE BLACK MOUNTAIN 4563
SOIL TYPE ADOPTED - CATEGORY 5 SILTY CLAY                                                                                                                         PREPARED FOR - CESAR MIKLAITIS
                                                                                                                                                                  RP NUMBER - L9 SP173780
                                                                                                                                                                  DATE OF ASSESSMENT - 20/11/2024
                                                                                                                                                                  DESIGNER - MICHAEL MORTIMER 1300 722 517

                                                                                                                                         QBCC - 1180430