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PART Response to Information Request · OPW11/0335

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             05.         70^n         41.
                                                                                                                                                                                                                                                        SCALE (mm)
      nn           Ian          Lan         5


                                                                                                                                                                                                                                                               50                  10
                                                                                                                                                                                                                                                        0                100                200



                                                                                                                                                                                                  4




                                                                                                                                                                       DETAIL A - ANTI SCOUR DEVICE GENERAL ARRANGEMENT
                                                                                                                                                NOTES:
                                                                                                                                                1    WETLAND BUFFER TO NATIONAL PARK
                                                                                                                                                     ROCK ARMOURED SPILLWAY, 1m BASE WIDTH, 1:3 GRADE WALLS IN GRASSED
                                                                                                                                                     BATTER AT 1:4 SLOPE WITH ROCK APRON - SUBJECT TO DETAIL DESIGN
                                                                                                                                                    BIORETENTION BASIN
                                                                                                                                                     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
                                                                                                                                                    PIPED INLET FROM STORMWATER DRAINS WITH ANTI-SCOUR DEVICE - SEE
                                                                                                                                                    DETAIL A
                                                                                                                                                    BIORETENTION BASIN EDGE SHEET-FOW ANTI-SCOUR DEVICE, 65mmES RIVER
                                                                                                                                                    ROCK IN GEOTEXTIE - SEE DRAWING 1108-155C-05 FOR MORE DETAIL
                                                                                                                                                    INTERCEPTOR DRAIN/SWALE INLET TO BIORETENTION BASIN
     BIORETENTION BASIN LAYOUT
                                                                                                                                                    SEE DRAWING 1108-155C-05 FOR MORE DETAI
     SEE DWG 1108-155C-05 FOR FURTHER DETAIL                                                                                                        BOLLARDS TO SUIT SITE AESTHETICS
                                                           %     II
                                                                                                                   6W irole.
CLIENT DETAILS                                  108 NAME                                                                                                                                                                              DRAWING TITLE
                                                                                                                t (p4I ell d.c.nts. dra           AndNpwAs
                                                                                                                                                               Simmonds & Bristow Pty. Ltd.                                           BIORETENTION BASIN
                                                                                                                                                                                                                                                                          S(ALE

CONTRAST CONSTRUCTIONS                          ESSENCE OF PERIGIAN                                                                                                                                                                                                            AS SHOWN
                                                                                                                    ceded fro. Ile shall rail ft pprhof S l8
                                                                                                                   mrSO   0f mf wi1511
                                                                                                                7 DO NOT S(Al(
                                                                                                                                                               WATER & ENVIRONMENTAL ANALYSTS & CONSULTANTS                           AND WETLAND LAYOUT
                                                STORMWATER TREATMENT                                            )8r xiae. had,. of, h It .er,N on W, grow to
                                                                                                                                                                                                                                      STAGE 1 (BASIN C1B)                 108/PROPOSAL No
                                                                       13/01/12 GENERAL UPDATE                     ft- t of.A

                                                DESIGN                 06/01/17 GENERAL UPDATE   (HEIXED   ii
                                                                                                                I AM duaep'.s 1. ha reported I. S I8 for
                                                                                                                   molofin dolor, lyryq e f fk M               uM115LLD5(AQT,N (A IN
                                                                                                                                                                                                                                                                               1108-15SC
                                                                                                                S Addi*no    or- viers dhrwn dlei                                                                                                                                                 Ti v
                                                                                                                                                               p01WS%*s9 91.0515 MN1WN                                               DRAW[T STATUS                       OWE No.
                                                                       19/12/11INITIAL VERSION                                                                 (0 NnUi1P0I
                                                                                                                                                                                                                                                      CONCEPT ONLY
                                                                                                                                                               (Ax Nn m pe+      Helping you make good dean water   AC.N.010252418   IPLOT NUMDER       DATE. 13/01/17    1108-155(-01-04

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