Application for Operational Works - W & S - OPW14/0145 (see REC12/0014)

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                                                                                                                 ENVIRONMENTAL NOTES:
                                                                                                                 VEGET A nON PROTECTION
                                                                                                                 A.   TREES LOCATED ALONG TH£ FOOTPATH SHALL BE. TRANSPLANTEO                                                                                                       All WORK 1- MATERIALS SHALL BE IN ACCORDANCE
                                                                                                                      PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED.                                                                                                              WITH CURRENT SOuTH EAST QUEENSLAND WATER
                                                                                                                                                                                                                                                                                    SUPPLY CODE SPECIFICATlONS AND ST AHDARDS.
                                                                                                                 ••   WHEN WORKING WITHIN 4" OF TREES, RUBBER OR HARO•••••
                                                                                                                                                                        oon
                                                                                                                      GIROLfS SHALL BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY                                                                                                    2. UNLESS SPECIFIED OTHERWISE, ALL 1'1"TERIAlS 1- WORK
                                                                                                                                                                                                                                                                                    SHAll COHPLY WITH THE RELEVANT AUSTRALIAN
                                                                                                                      SPACED AND ARRANGED VERTI(All Y FROM GROUND LEVEL. GIRDLES
                                                                                                                                                                                                                                                                                    STANDARDS
                                                                                                                      HUST BE STRAPPED TO TREES PRIQR TO CONSTRUCTION AND
                                                                                                                                                                                                                                                                                l ADOPT TOP Of KERB AS PERHANENT LEVEL
                                                                                                                      REMAIN UNTil COMPLETION.
                                                                                                                                                                                                                                                                                4. COVER ON HAINS FROM PERMANENT LEVEL TO AS IN
                                                                                                                 C.   TREE ROOTS SHOULD BE TUNNfi.lED UNDER, RATHER THAN                                                                                                            SEQ-WAT -1200-2
                                                                                                                      SEVERED. IF ROOTS ARE SEVERED THE DAMAGED AREA SHOULD BE                                                                                                  5. CONDUITS TO BE INSTALLED IN ACCORDANCEWtTH
                                                                                                                      TREATED WITH A SUIT ABLE FUNGICIDE.(ONT ACT RELEVANT COUNCIL                                                                                                  STANDARD DRAWINGS.
                                                                                                                      ARBORlST FOR FURTHER ADVICE                                                                                                                               6. A WATER HETER SUPPliED AT THE DEVELOPERS COST,
                                                                                                                 D.   ANY TREE LOPPING REQUIRED SHOUlD BE UNDERT"KEN BY AN                                                                                                          IS TO BE INSTAllED AT THE SERVICE POINT OF EACH
                                                                                                                      APPROVED ARBORIST.                                                                                                                                            LOT IN ACCORDANCE WITH THE STANDAROS ORAWING
                                                                                                                 SOIL                                                                                                                                                               FOR THE SEa SERVICE PROVIDER
                                                                                                                 A.    TOPSOIL AND SUBSOIL SHAll BE STOCKPILED SEPARATEl. Y.                                                                                                    7. All MATERIALS USEO IN THE WORKS SHALL COI'1PlY
                                                                                                                                                                                                                                                                                    WITH THE SEQ SERVICE pj:lOVIDERS ACCEPTED PROOUCT
                                                                                                                 ••   CARE SHALL BE TAKEN TO PREVENT SEDIHENT FROH ENTERING THE
                                                                                                                      STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE                                                                                                       AND MA TERIALS liST OR BE A?PROPRIA TEl'( SHOWN,
                                                                                                                                                                                                                                                                                    LISTED AND DEFINED IN THE ENGINEfRING SUBMISSION
                                                                                                                      SEDIHENT CONTROLS AROUND THE STOCKPIl£S.
                                                                                                                                                                                                                                                                                    SO THAT THE Al TERNATIVE PRIlOUCT OR MATERIAL
                                                                                                                 C.   ACID SULPHATE SOILS EXIST IN THE WORKING AREA. THE OUTPUT
                                    uaD HAP REF: SUN 18. El                                                                                                                                                                                                                         CAN BE ASSESSED ANO If APPROPRIATE, APPROVEO BY
                                                                                                                      FROM THE RISK ASSESSMENT BASED ON THE QUEENSLAND ACIO
                                                                                                                                                                                                                                                                                    THE SEQ SERVICE PROVIDER.
                                    LOCALITY PLAN                                                                     SULPHATE SOil TECHNICAL MANUAL REQUIRES THAT ACID                                                                                                         8. ALL CONCRETEFOOTPATHS TO BE ClEAR OF WA TER
                                         SCALE   101.000                                                              SULPHATE SOIL MANAGED AS FOllOWS: lDElETE IF NO ACID                                                                                                          HAINS.
                                                                                                                      SULPHATE SOIlSl                                                                                                                                           9. TESTfCHLORfNATION POINTS TO BE INSTALlEO IN
                                                                                                                 (REEK [ROSSING                                                                                                                                                     ACCORDANCE WITH STANDARD DRAWING Na.
                                                                                                                 A.   SILTATION CONTROl HEASURES SHALL BE PlACfO DOWNSTREAM OF                                                                                                      SEW~WAT-1410~1
                                                                                                                      ANY EXCAVATION WORI<,                                                                                                                                     10, THE CONSTRUCTION Of THE WATER RETICUlATION

                                                                                                                 •    APPROPRIATE SEDIHENT CONTROLS SHAlL BE USED TO PREVENT
                                                                                                                      SEDt1ENl FROM ENTERING THE CREEK
                                                                                                                                                                                                                                                                                    WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED
                                                                                                                                                                                                                                                                                    BY AN ENGINEERWHO HAS RPEa REGISTRATION. WORKS
                                                                                                                 C.   NO SOIL SHALL BE STOCKPILED WITHIN 5.0m OF THE CREfK                                                                                                          NOT COHPl '(ING WITH THIS REQUIREMENT Wl.L NOT 8E
                                                                                                                                                                                                                                                                                    PERMITTED TO CONNECT TO THE RETICULATION SYSTEM
                                                                                                                 REHABILITATION
                                                                                                                 A    PREOISruRBANCE SOIL PROFILES AND COHPAmON LEVELS SHALL
                                                                                                                      8£ REINSTATED.
                                                                                                                 •    pj:lEDISruRBANCE VEGETATION PATTERNS SHAll BE RESTORED


                                                                                                                                                                                                     ALL WATER AND SEWER CONSTRUCTION WORK
                                                                                                                                                                                                     UHDERTAKEN BY THE CONTRACTOR SHALL
                                                                                                                                                                                                     COMPLY WITH All APPLICABLE WORKPLACE
                                                                                                                                                                                                     HEAL TH AND SAFETY LEGISLATION.




                                                                                                                                                                                                       AS CONSTRUCTED DET AILS
                                                                                                                                                                                                     I CERTFY THAT THE .AS CONSTRUCTED. OETAilS
                                                                                                                                                                                                     SHOWN ON THIS PLAN ARE A TRUE ANO ACCURATE
                                                                                                                                                                                                     RECORDOF THE WORKS
                                                                                                                                                                                                     SIGNED'                       OATE'       _

                                                                                                                                                                                                     NAHE OF SIGNA TORY (PRiNTLI               _
                                                                                                                                                                                                     RPEa No..                                 _

                                                                                                                                                                                                     COHPANY NAHE




                                                                                                                                        SERVICE DETAILS                                      ASSET REGISTER WA TER RETICULA TlON                                           SERVICE DET AILS - ADDRESS
                                                                                                               No.      SIZf                         LoT fU1BERS                          ESTATE/STAGE                 LOT 102 SERVICING                   TYPE/OFA. OF SERVICE                     15gmm D1A
                                                                                                                 1    1S0mm    LOT 1 ON SP241311                                                                       119-184 EUHUNDl~NOOSA ROAD,
                                                                                                                 1    ,.~      LOT 1 ON SP241311
                                                                                                                                                                                          SITE ADDRESS

                                                                                                                                                                                          FILE/ APPLICA TlON
                                                                                                                                                                                                                       NOOSAVILLE OLD 4566
                                                                                                                                                                                                                       RECl210014
                                                                                                                                                                                                                                                           PIPE TYPE
                                                                                                                                                                                                                                                           LENGTH OF SERVIC[
                                                                                                                                                                                                                                                                                                       PVC
                                                                                                                                                                                                                                                                                                     11.475m
                                                                                                                               HETER TO LOT 1 ON SP24B71 TO BE SUPPLIED ON APPLICATION
                                                                                                                               (AT APPLICANTS EXPENSE)                                    N.S.C DElEGATES APP. DATE    .                                   DATE COI'1I'1EN([O                         -'                         _

                                                                                                                                                                                          ClIENT                       DE LUCA CORPORATION PTY LTD         DATE COI'1PlETEOI                               ~                      _

                                                                                                                                                                                          DRAWING/PLAN No                                                  SIGNATURE                                                             _
                                                                                                                                                                                          HA~S        DW£TER                MATERIAl           LENGTH      SER. APJlL No                             ~'_                             _
                                                                                                                                                                                                                           DfSKit COST       DESIGN COST   CHAROE••                                        -'-                    _
                                                                                                                                                                                                                           PVC I                    I
                                                                                                                                                                                          SERVICES       DW£TER'"            MATERIAl
                                                                                                                                                                                                                                           14.]00
                                                                                                                                                                                                                                               L£ItGTH
                                                                                                                                                                                                                                                           LEVELS - I'1INCOVER 600llm BELOW




                                                                                                                                                                                                                                ..-.
                                                                                                                                                                                                                            DESMiC COST      DESIGN COST
                                                                                                                                                                                                               50          co      I       1.410    I      REMARKS FOR .WSI" RECORD
                                                                                                                                                                                          HETERS         DW£TER                                                                                                                                 APPROVAL
                                                                                                                                                                                                                                                           HETER INSTAlLA TlON BY CONTRACTOR
                                                                                                                                                                                                               50           1      I                       SUPPLY BY UNITY WATER.                                                                 ISSUE




    SCALES BEFORE REDUCTION

                                                                                                                                                                        LOT 102 SERVICING                      WA TER RETICULA TION
           ~o   a   U   .0    III   164 100••                                                                                           Dc LUCA                         119-184 EUMUNDI-NOOSA ROAD             GENERAL NOTES AND DETAILS
                                                                                                                                                                                                                                                                                                                                         SC¥t

    HOOD   Ii'.~                                    II     AMSfO APPflOYAlIUUE    P(                     .,   au,                       ('ORPOIl,ArlO'"
                                                                                                                                                                                                                                                                                                                                         1:4001l   1,1,11
                                                    •••    APPROVAL IUl.(         f'(                    1It.01.14                                                      NOOSAVILLE OLD 4566                                                                                                                                              rOi34~~-
                                                 I",'a                Oncriphan   II    '1",1'6 Apra.l        Oil,