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Response to Information Request - Received on 19/04/2012 · OPW11/0335

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                                                                                                                                                                                                                                                                                               SCALE (mm)
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       - - -

       Om          1.0m          3.0m          5.0m

                                                                                                                                                                                                                                                                                                       50                  150
                                                                                                                                                                                                                                                                                                        ..... -
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                                                                                                                                                                                             DETAIL A                    -
                                                                                                                                                                                                                             ANTI SCOUR DEVICE GENERAL ARRANGEMENT

                                                                                                                                                                             NOTES:
                    CD                                                                                                                                                       1      WETLAND BUFFER TO NATIONAL PARK
                                                                                                                                                                             2      ROCKARMOURED SPILLWAY, 1m BASE WIDTH, 1:3 GRADE WALLS IN GRASSED
                                                                                                                                                                                    BATTER AT 1:4 SLOPE WITH ROCK APRON                                              -
                                                                                                                                                                                                                                                                         SUBJECT TO DETAIL DESIGN
                                                                                                                                                                             3      BIORETENTION TRENCH
                                                                                                                                                                                    SANDY LOAM FILTER MEDIA, 60% 0.45mmES, 150mm/hr HYDRAULIC
                                                                                                                                                                                    CONDUCTIVITY
                                                                                                                                                                                    <1000mg/kg TOTAL NITROGEN, <80mg/kg ORTHOPHOSPHATE, -3% ORGANIC
                                                                                                                                                                                    MATTER CONTENT
                                                                                                                                                                                    PERVIOUS GRAVEL BASE, 200mm DEPTH, 5-20mm ES GRAVEL
                                                                                                                                                                                    IMPERVIOUS GEOMEMBRANE SIDE-WALL LINER
                                                                                                                                                                                    SEE DRAWING 1108-155C-05 FOR MORE DETAIL
                                                      \                                                                                                                             SUBJECT TO DETAIL DESIGN
                                                                                                                                                                             4      PIPED INLET FROM STORMWATER DRAINS WITH ANTI-SCOUR DEVICE                                                                                  -
                                                                                                                                                                                                                                                                                                                                   SEE
                                                                                                                                                                                    DETAIL A
                                                                                                                                                                             5      BIORETENTION TRENCH EDGE SHEET-FOW ANTI-SCOUR DEVICE, 65mmES RIVER
                                                                                                                                                                                    ROCK IN GEOTEXTIE                             -
                                                                                                                                                                                                                                      SEE DRAWING 1108-155C-05 FOR MORE DETAIL
                                                                                                                                                                             6      INTERCEPTOR DRAIN/SWALE INLET TO BIORETENTION TRENCH
     BIORETENTION TRENCH LAYOUT                                          _.L
                                                                                                                                                                                    SEE DRAWING 1108-155C-05 FOR MORE DETAIL
    SEE DWG 1108-155C-05 FOR FURTHER DETAIL                                                                                                                                  7      BOLLARDS TO SUIT SITE AESTHETICS
                                                                                                                   DATUM                                                                                                                                                    DRAWING TITLE                          S(ALE
(lIENT DETAILS                                        JOB NAME
                                                                                                                                    t    ~,.!~~~_.....mg."",...,..ru                 S’lmmonds & Br’lstow pty Ltd
                                                                                                                                         """to<lfroot""’"",lr_thopr...,t,,fSlB                                                                                              BIORETENTION TRENCH
                                                                                                                                                                                                                                                                                                                       ASS HOW N
                                                                                                                                                                                                                                                  ,    ,

CONTRAS T CONS TR_UCTIONS                             ESSENCE OF PERIGIAN                                                                oroncrutionvtst"ithSl           .




                                                                                                                                                                                     WATER & ENVIRONMENTAL ANALYSTS &CONSULTANTS                                            LA YOUT GENERAL
FOR THE                                               STORMWA TER TREA TMENT                                       DESIGNED   TA    ~ ~~,,,,..kt,....rif..,,,m.p-iort’

                                                                                                                                                                                                                                                           .:0
                                                                                                                                         tht COIIIltl’lCNteftt of vorl                                                                                                      A R RAN GEM E N T                      JOB/PROPOSAL No.
                                                                               13/01/12 GENERAL UPDATE    T A DRAWN           TA
SCANLON PROPERTY GROUP                                DESIGN                                                                        4.   Anydiscrepant:iestobf:reporttdtoSl8 fOf’
                                                                                                                                         rnolufionbtfort (i(’fyngDtJt thtvorl
                                                                                                                                                                                                                                                                                                                     1108-1SSC
                                                                               06/01/12 GENERAL UPDA TE   T                   DJB
                                                                                                                                    S. AU detnsions in ..iritIS othtrvise st t!d
                                                                                                                                                                                     4e         sn&T,RCI01fA""
                                                                                                                                                                                     PO BOX 310 ’ttRtMiA QlJ),..,ALISTRMJA                                                  DRAWING STATUS                         DliG. No.                REV.
                                                                               19/12/1 INITIAL VERSION    T                                                                          PHfI7Iml9111                                                                                            CONCEPT ONL Y
                                                                                                          INITL.   DATE
                                                                                                                                                                                     FAX fl7lmI mt
                                                                                                                                                                                                             ...   Helping you make good clean water   A.C.N. 010 252 418   PLOT NUMBER           DATE: 13/01/12   1108-155C -01-04           C

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