Development Application - Part 3 of 3 - Plans · OPW11/0177

                                                                                                                                                                                                                                                                                                      SPILL THROUGH WEIR AT LOW POINTS
                                                                                                                                                                                                                                                                                                      AND 3om CENTRES
                                                                                                                                                  SILT FENCE BY                                                                              SEDIMENT FENCE               LENGTH AS REQUIRED
                                                                                                                                                  GEOFABRICS                                                                                 BY GEOFABRICS                                                81
                                                             SILT FENCE BY             WIDTH AS REQUIRED
                                                             GEOFABRICS
                                                                                                                                                                                                                                                            xs                                             I      N.S L
                                                                    N.SL.                                                              NSL
                                                                                                                                vm"I                                                                                                                                                                           200 MIN

                                                                                                                                1200 MIN                                                                                                                         POSTS AT 3m CENTRES WITH WIRE        -
                                          NOTE                                    CUTOFF DRAIN                           I                                             SECTION                                                                                   MESH BACKING or 2m WITHOUT ALL
                                          SILT FENCES TO BE PLACED AT 50m         REFER DETAIL                3 No STAR..
                                                                                                              PICKETS                                                                                                                                            POSTS DRIVEN 600mm INTO GROUND
                                          CTS ALONG CUTOFF DRAINS AND AT
                                          CONCENTRATED DRAINAGE
                                          OUTLETS AS DIRECTED ON SITE BY
                                          SUPERINTENDANT
                                                                                           SPILL-THRU WEIR - SILT FENCE                                                                                                                                                  SILT FENCE
                                                                                                                             SCAT F 1 SO                                                                                                                                      SCALE 150




                                                                                                                                                                                                                                                     SEDIMENT & EROSION CONTROL NOTES
                                                                                                                                                                                                                                                     ALL SEDIMENT & EROSION CONTRDI DEVICES ARE TO BE INS'AI i ED IN ACCORDANCE
                                                                                                                                                                                                                                                     WITH THE: E ALJST SOIL EROSION & SEDIMENT CONTROL MANUAL AS OE TAILED CN
                                                                                                                                                                                                                                                     THIS PLAN OR AS REQUIRED FOR COMPLIANCE WITH THE REQUIREMENTS OF THE
                                                                                                                                                                                                                                                     ENVIRONMENTAL MANAGEMENT PLAN.


                                                                                                                                                                                                                                              2       THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENT EROSION CONTROL
                                                                                                                                                                                                                                                      DEVICES ARE INSPECTED & MAINTAINED AS FOLLOWS
                                                                                                                                                                                                                                                     (A) DURING CONSTRUCTION
                                                                                                                                                                                                                                                          (i) DAILY DURING DRY WEATHER
                                                                                                                                                                                                                                                           O PRIOR TO PREDICTED STORM EVENTS
                                                                                                                                                                                                                                                           (I) TWICE DAILY DURING PROLONGED RAIN
                                                                                                                                                                                                                                                           (x) DURING AND AFTER MAJOR STORM EVENTS
                                                                                                                                                                                                                                                     (B)   DURING DEFECTS LIABILITY PERIOD
                                                                                                                                                                                                                                                                                                                                                         ALL WORKS TO BE CARRIED OUT IN STRICT
                                                                                                                                                                                                                                                           (i) WEEKLY DURING DRY WEATHER
                                                                                                                                                                                                                                                           (i) PRIOR TO PREDICTED STORM EVENTS                                                           ACCORDANCE WITH APPROVED SETTLERS
                                                                                                                                                                                                                                                           (ii) TWICE WEEKLY DURING PROLONGED RAIN                                                       COVE NOOSA RESIDENTIAL HIGH DENSITY
                                                                                                                                                                                                                                                           (iv) DURING AND AFTER MAJOR STORM EVENTS                                                      ENVIRONMENTAL MANAGEMENT PLAN (EMPI)
                                                                                                                                                                                                                                                                                                                                                         DATED 21 JULY 2005 BY WBM OCEANICS.
                                                                                                                                                                                                                                              1      THE CONTRACTOR IS TO CONSTRUCT AN EN TRWEXIT SEDIMENT TRAP AS DETAILED
                                                                                                                                                                                                                                                     PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS

                                                                                                                                                                                                                                              4      ALL STOCKPILES TO BE TEMPORARILY GRASSED B GRADED 10 ENSURE CONTROL OF
                                                                                                                                                                                                                                                     RUNOFF ALTERNATIVELY SEDIMENT FENCES TO THE DOWNSTREAM FACE OF
                                                                                                                                                                                                                                                     STOCKPILES ARE TO BE INSTALLED. WITH CUTOFF DRAINS UPSTREAM


                                                                                                                                                                                                                                              5      ROUGHEN ALL SURFACES PRIOR TO TOPSOIL PLACEMENT ROUGHENING TO CONSIST
                                                                                                                                                                                                                                                     OF LATERAL (90- TO SLOPE) GROOVES 100mm DEEP AT 2m MAX SPACINGS.

                                                                            Construction Site                                                                                                                                                 6.     ROUGHEN ALL SURFACES PRIOR TO TOPSOIL PLACEMENT ROUGHENING TO CONSIST
                                                                                                                                           Cattle and 3.Om NOM width                                                                                 OF LATERAL (90- TO SLOPE) GROOVES 100mm DEEP AT 2m MAX SPACINGS.
                                                                                                                                           set 300mm above ground
                                                                                                                                                                                                                                              7.     ALL EXPOSED SURFACES, ONCE COMPLETED SHALL BE IMMEDIATELY STABILISED TO
                                                                                                                                                                                                                                                     PREVENT EROSION. ROUGHEN SURFACE BY FORMING LATERAL GROOVES 50mm DEEP
                                                                                                                                                                  NOTE                                                                               AT 1 -MAX SPACINGS AND Sm MAX LENGTHS
                                                                                                                                                                  Contractor to provide a wash
                                                                                                                                                                  down facilry in conjunction                                                 8.     SEDIMENT & EROSION CONTROL DEVICES (OTHER THAN THOSE ALREADY SHOWN) TO
                                                                                                                                                                  with the proposed cattle grid-                                                     BE INSTALLED WHERE NECESSARY & AS DIRECTED ON SITE BY THE
                                                                                                                                                                                                                                                     SUPERINTENDENT

                                                                                                                                                                                                                                              9.     SEDIMENT & EROSION CONTROL DEVICES ON THIS PLAN ARE INDICATIVE ONLY IT IS

                                                                                                75-100mm J                                                                                                                                           THE RESPONSIBII ITY OF THE SHF MANAGER 10 ENSURE THAT THE INTENT OF THIS

                                                                                                CRUSHED ROCK                                                                                                                                         PLAN AND THE FNVIRONME N TAL MANAGE Mi. N I PLAN ARE COMPLIED WITH


                                                                                                                                                                                                                                              10.    EROSION AND SEDIMENT CONTROL DEVICESSTRATEGIES TO BE COMPLETED PRIOR
                                                                                                                                                                                                                                                     TO DISTURBANCE OF THE SITE, AND SHALL REMAIN IN PLACE UNTIL PERMANENT
                                                                                                                                                                                                                                                     WORKS ARE COMPLETE AND CATCHMENT VEGETATION IS ESTABLISHED (75%GRASS
                                                                                                CONSTRUCTION EXIT                                                                                                                                    COVER MINIMUM)

                                                                                                                                                                                                                                              11.    AREAS O'NURh;'rIIIHEQUIREDISTURBANCE OFSOIL SHALL BEKEPT TOA
                                                                                                                                                                                                                                                     MINIMUM 'C LM' w__XPOSURE OF SOIL TO RAINDROP IMPACT AND OTHER FORMS
                                                                                                                                                                                                                                                     OF WINO r:RUY^n-E^' EROSION

                                                                                                                                                                                                                                              12     ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE PROFESSIONAL
                                                                                                                                                                                                                                                     ENGINEERS STANDARD SPECIFICATION




NOTE: OFMYDRAWINGSMARKED TORCONSTRUCTIN*AN)9EARNGANORU,IMLSKRIATLIESFWLBEUSEDFORCONSTRUCTION POSES                      Design: SH                                                                                                        PROJECT:                                                                                       DRAWING TITLE
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                                                                                                                        Drawn .R                                                                                                                                                                                                         EROSION & SEDIMENT CONTROL DETAILS
                                                                             FOR ATP:                                                                                                                          PROPOSED UNIT DEVELOPMENT
                                                                                                                                                                                                      AB.N.2bONM035


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