MCU10/2083 Information Request Response 37 Gibson Rd Noosaville

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                                                         OEOTERTU PASSE SCI AIB
                                                                                     BIO-RETENTION & RAINGARDEN MATERIAL GRADING                                                                                                        GEOTELERE FABRIC BON LIP
                                                                                        1.'!H MAf EOL& S+E.L SE 'CAS€S A'.J :AN BE SILICEOUS MI                                                                                         OR APPNOLED EOLnHALENT
                                                                                       CK ARE 0,5h fRIGP. 'C-1-'CP. VA ERR        S'AL.   BE EYEMY PLACED
                                                                                       INC L VAT,' CCAA'AC--C "A         -- S A TAIL, SHAI: cUMILY WITH
                                                                                       THE L.Y.vNNL. :RI'E IL&
E
                                                                                       MA TE R ML
                                                                                       W;      LOAM.LOAMY SAND OR APPROVED EOUFY4ENT WFM A RVVRAMIC
                                                                                       CDIALICTMTY OF 100mmh AND BE FREE FROM RUBBBR AND DE TERDLIS
                                                                                       MATERIAL                                                                           F!
                                                                                       PARTICLE SIZE
                                                                                       TYPK'AL SOIL COAIDOSITIDII WOULD BE
                                                                                       CLAY 5.15% 'PARRICALE SIZE m001mm1
                                                                                       ART 130% IPARTICALE SIZE0 W20 05mn)                                                     R
                                                                                       5,215 50%.IO% IPARTACALE SME O.OSPWF201WN1
            900 POLYETHYLENE CORRUGATED SLOTTED PIPE                                   AND APPROVED MATERIAL DOES NOT HAVE TO BE SCREEMID TO PFMDVE                                      T5 08 POLYETHYLEIE CORRUGATED SLOTTED FIVE
            N FLIER SOCK TO AS 2409 1 STAADARD MIMMUM                                  LARGE PARTICLES                                                                                   TO AS 2&09 1 STAN IARD IANNLY
            GRADE' IN 200 TOCONNFCI IR TOl I IDINLE IS                                 OROMIC CONI SNI                                                                                   GRADE 1 N 200 TO CONNECT INTO FIELD "LETS
                                                                                       ACCEPTABLE RANGE BETWEEN S%-10%.MEASLIRED N ACCORDANCE WITH
         BIO-RETENTION TRENCH DETAIL                                                   A512199 1 1                                                                                              RAINGARDEN DETAIL

                      N T.S                                                                                                                                                                             NTS
                                                                                       et
                                                                                       6 O TG 2 5 SILICEOUS MATER AL IMY BE LOWER
                                                                                       TRANSIT        L LAYER
                                                                                       SNAIL BE WELL GRADED SAID OR COURSE SAND MATE      L THE NGADDIG
                                                                                       OF THE TRANSITIONAL LAYER SHALL COMPLY WITH THE FOLLOWING
                                                                                       CRRERIA
                                                                                       %PASSING 1       100%                                                     FIELD INLET TO     SIZED
                                                                                            I Omm AOW
                                                                                                   D%                                                                   DE TAILI
                                                                                               rv  '
                                                                                            ;5mmT.9%
                                                                                       THE T9MSITKINAL LAVER SIML. HAVE A HYDRAULIC CONDUCTIVITY
                                                                                       IWo
                                                                                       DRAIN
                                                                                       DRAINA    LASER
                                                                                       SNAIL OF          A MINIMCOURSE
                                                                                              H! WF, I GRADED
                                                                                                           VINE         SAND OR SCREENINGS I         0 Smm)
                                                                                       ANV SEMI NAVE A                           NVVC 11VI Iv OF Ott
                                                                                                                JM H"ORAII:IC CCNLALIC           ByOpmmmr




                                                                                                                                                                                                                                        WATERPROOF BUILDING
                                                                                                                                                                                                                                        AS REQUIRED




                                                                                                                                                                                                                                        GEOTEATILE FABRIC SIDIM RIB

                                                                                                                                                                                                                                        OR APPROVED FDUNA FNT




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    BIO-RE-EN'ION TRENCH FIELD INLET DETAIL                                                                                                                                              RAJNGARDEN FIELD INLET DETAIL
                                                                                                                                                                                                        N T.5




                                                                                  ENGINEERING CONCEPT
                                                                                                                                                                                                                                              SW. 2       B
                                                                                  37 GIBSON ROAD, NOOSAVILLE - BIO-RETENION AND RAINGARDEN DETAIL                                                                                              NITS
                                                                                                                                                                                                                                               28/09/2010
                                                                                  MARQUETTE PROPERTIES                                                                                                                                         44:581510 05+44 A l