App D - Effluent

GENERAL NOTES:
 - LOCATION OF HSTP, ORG, VENT PIPE AND OTHER
    WASTE PIPES TO BE DETERMINED BY PLUMBER
 - REFER TO COMPLIANCE PERMIT FOR CONDITIONS
    OF COUNCIL APPROVAL
 - PROPERTY FEATURES, STRUCTURES AND
                                                                                                                                                                                                                 REVISIONS
    CONTOURS HAVE BEEN REPRODUCED BASED ON                                                                                                                                                       #    DATE       SUBJECT           AUTHORISED
    THE BEST AVAILABLE INFORMATION AND MAY
    NOT BE COMPLETE OR ACCURATE
                                                                                                                                                                                                 A    27/05/2024 REVISION A        C. TAYLOR

OSSF:
 - TO BE INSTALLED AS PER MANUFACTURES
    SPECIFICATIONS                                                                           PRE-PACKAGED MACERATING PUMPWELL
 - FOLLOW MANUFACTURES AND COUNCIL                                                           AT CABIN
    SERVICING REQUIREMENTS
 - SWIVEL KNUCKLE, EXPANSION JOINT AND IO ON                                                  · 600L MINIMUM CAPACITY
    INLET                                                                                     · EXACT LOCATION TO BE CONFIRMED
 - NON RETURN REQUIRED VALVE ON OUTLET                                                           BY INSTALLER
    WHERE PUMPING UPHILL. EITHER PRE-PACKAGED                                                 · HIGH LIQUID LEVEL ALARM




                                                                     NEW
                                                                     CABIN
    OR ADDED BY INSTALLER
                                                                                                 REQUIRED
DRAINAGE:                                                                                     · PUMP DUTY: 10m HEAD @ 60L/min                                                                          TAYLOR ENVIRONMENTAL
 - GRAVITY: ∅100 uPVC DWV (MIN GRADE 1:60)                                                    · PUMP TO OSSF
 - PUMPED: ∅32OD ∅26ID PN12.5 LILAC POLY




                                                                                                                                 PRE-PACKAGED MACERATING PUMPWELL
                                                                                                                                 AT CABIN
                                                                                      NEW                                         · 600L MINIMUM CAPACITY
                                                                                     CABIN                                        · EXACT LOCATION TO BE CONFIRMED                                      QBCC LICENCE NUMBER 150 556 72
                                                                                                                                     BY INSTALLER                                                         ABN NUMBER 37 147 807 420
                                                                                                                                  · HIGH LIQUID LEVEL ALARM
                                                                                                                                     REQUIRED                                                                PHONE: 0400 301 364
                                                                                                                                  · PUMP DUTY: 10m HEAD @ 60L/min                                       EMAIL: [email protected]
                                                                                                                                  · PUMP TO OSSF                                                         WEB: www.taylorenviro.com.au




                                                                                               12000
                                                                                                                                                                                                     WASTEWATER TREATMENT &
                                                                             17000                                                                                                                   EFFLUENT DISPOSAL SYSTEM
                                                              7%




                                                                                                                                              PUMP MAINS FROM PUMP STATION'S TO OSSF
                                                                                                                                               · ∅32od PN12.5 POLYETHYLENE
                                                                                                                                                                                                 AUTHORISED FOR ISSUE             DATE
                                                                     8600




                                                                                                                                               · INDICATIVE ALIGNMENT SHOWN
                                                                                                                                               · APPROXIMATE LENGTHS = 100m & 55m
                                                                                                                                               · WHERE CROSSING UNDER ROAD OR TRAFFICABLE                                      27/05/2024
                                                                                                       7000                                       AREAS, BURY PIPE PER AS3500.1 TABLE 5.1
                                                                                                                        42000                  · WHERE CROSSING UNDER PAVEMENTS,                 STREET ADDRESS
                                                                                                                                                  RECOMMENDED TO THREAD RISING MAIN THROUGH      486 TABLELANDS ROAD, COORAN 4569
                                                                                                                                                  ∅100 (MIN) PVC ENVELOPER TO ALLOW FOR FUTURE
                                                                                                               FLOW METER IN                                                                     LOT & PLAN
                                                                                                                                                  MAINTENANCE
                                                                                                               LILAC VALVE BOX
                                                CONSTRUCT STORMWATER                                           AT OSSF OUTLET                                                                    LOT 2 RP165079
                                                     DIVERSION UPSLOPE                                                                                                                           COUNCIL
                                                                                                                                                                                                 NOOSA COUNCIL
                                                                                                                                                                                                 NAME OF CLIENT
                                                                                                                                  TREATMENT PLANT
                                                                             LAND APPLICATION AREA                                                                                               THOMPSON
                                                                                                                                   · AUSSIE TREAT MODEL 20 (TPA 09-2022)
                                                                              · TRENCHES WITH ∅100 SLOTTED PIPE                    · RL=319.5m APPROX                                            DESIGNER
                                                                              · 6 TRENCHES x (0.6m WIDE x 17m LONG) = 61m²         · LOCATION TO BE CONFIRMED DURING INSTALLATION                C. TAYLOR
                                                                              · 1m GAP BETWEEN TRENCHES                            · TO BE SERVICED QUARTERLY IN ACCORDANCE WITH
                                                                              · DISTRIBUTION VIA 6-OUTLET SPLITTER BOX                MANUFACTURE SPECIFICATIONS                                 DRAWN
                                                                              · TRENCHES TO ALIGN WITH EXISTING SLOPE              · ELECTRICITY TO BE RUN TO TANK BY QUALIFIED                  M. MAHONY
                                                                              · ESTABLISH GRASS OVER FINISHED TRENCHES. TO BE         PERSON                                                     DRAWING DETAILS
                                                                                 MOWN REGULARLY                                    · PUMP TREATED EFFLUENT TO DISTRIBUTION BOX LAND
                                                                              · NO TREES PERMITTED WITHIN 2m OF BEDS                  APPLICATION AREA (∅32od PN12.5 LILAC                       DETAILED SITE PLAN
                                                                              · DRIVING OVER LAND APPLICATION AREA TO BE              POLYETHYLENE)                                              JOB NUMBER
                                                                                 GENERALLY AVOIDED
                                                                                                                                                                                                 TE24855
                                                                              · THIS LAND APPLICATION AREA IS DESIGNED FOR A
 PROPOSED WORKS                                                                  MAXIMUM HYDRAULIC LOADING OF 600 L/DAY.                                                                              SCALE         REVISION        DWG #
             1:500 @ A3                                                          EXCEEDANCE OF THIS VOLUME MAY RESULT IN
                                                                                 FAILURE OF THE TRENCHES AND SHALL BE AVOIDED                                                                         1:500            A              SL2