Reference Document Erosion & Sediment Control Phase 1, 2 & 3 OPW19-0098 · OPW19/0098

           -
     NOOSA COUNCIL
REFERENCE DOCUMENT ONLY
  OPW19/0098 11 JUN 2019


[OCR of page images]
 

  
  
  
 
 
  
  
    
 
     
   

SEDIMENT FENCE IN ACCORDANCE
S WITH IECA STO ORGS SF-01 & SF-02
LIMIT OF CLEARING

 

   
  

\
. { OHO —P OW — DWE DIE DWO —B DD = OW —h OWD —B OW —=w DvD <PrD
\ 2 N
‘e, \
\

ROCK WEIR REMOVED AS
PART OF STAGE 3 ESC WORKS

 
 

  

BUND REMOVED AS PART OF
STAGE 3 ESC WORKS.

      

INSTALL CONSTRUCTION ENTRYIEXIT IN
ACCORDANCE WITH IECA STD DRG EXIT-02

   

     

 

% Ser

       
     
  
     

 

DISTURBED AREAS TO BE TOPSOILED AND ‘TEMPORARY SEDIMENTARY
HYDROMULCHED ON COMPLETION OF BASIN AREA TOBE ~
EARTHWORKS OR COVERED WITH MULCH IF SSTABILISED FOLLOWING ~
BUILDING ACTIVITY IMMINENT (= 3 MONTHS) COMPLETION EARTHWORKS &

 

JOINS BELOW

  

 

(CLEAN WATER DIVERSION
DRAIN REMOVED AS PART OF
STAGE 3 ESC WORKS

    

 

 

 

 

 

 

 

  

NOOSA COUNCIL !
REFERENCE DOCUMENT ONLY || |
OPW19/0098 11 JUN 2019

 

NOTES

41, FOR NOTES REFER TO DRAWING C091

2. ANY FILLING REQUIRED IMTHIN LOTS ASSOCIATED WITH THE CONSTRUCTION AND
DECOMMISSIONING OF TEMPORARY SEDIMENT BASINS |S TO BE UNDERTAKEN WITH
LEVEL 1 GEOTECHNICAL SUPERVISION

3, CONTRACTOR TO PREPARE CPESC CERTIFIED EROSION AND SEDIMENT CONTROL
PLAN AND INSTALL AND MAINTAIN CONTROL THROUGHOUT THE COURSE OF WORKS

 

 

WEIR CALCULATIONS PHASE 2 WORK (TEMP SEDIMENT BASIN RESTORATION
1, ALLTEMP SEDIMENT BASINS TO BE FILLED UNDER LEVEL 1 SUPERVISION AND ALL
QIOWEIR FLOW = 0.382 m7 > COEFF OF RUNOFF 0.7 DISTURBED AREAS STABILISED, WHEN DIRECTED BY A SUPERVISING ENGINEER

> INTENSITY (te Smins) | 225mevhe
> CATCHMENT AREA 0.873Ha PHASE 3 WORK (CIVIL COMPLETION)
1. UPON COMPLETION OF ALL CONSTRUCTION, BATTERS ARE TO BE TURFED LEAVING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

pistance | ever | FLOW | AVERAGE | FLOWIN ‘THE SEDIMENT FENCES TO CONTROL SEDIMENT AND STORMWATER RUNOFF.
vepTH | oEPTH | SECTION ‘STORMWATER RUNOFF TO PIPED SYSTEM, ROOF WATER PIT AND GULLY ROAD PIT,
om oy , o (mrs) ‘SEDIMENT BARRIERS ADDED

LEGEND 00 4.900 0.000 5 5 2. REMOVE TEMPORARY DIRTY WATER DIVERSION BUND AND CLEAN WATER
— 70 4.000 0.079 oa oo DIVERSION DRAIN, w
SITE RP BOUNDARY Th 500 oT as oa 3. REMOVE ROCK LINED WEIR FOLLOWING STABILISATION OF TEMPORARY BASIN, 3
44__ STABILISE AREA WHERE ROCK LINED WEIR WAS LOCATED, 3
ADJACENT RP BOUNDARIES 120 4300 0.000 2.040 oor 2
EXISTING STORMWATER ToTALWERFLOW [0382 g
EXISTING SEWER WATERLEVELATWEIR. RL4079 8

   
 
   
 
 

     

   

     
         

 

 

 

 

   
 

EXISTING WATER NO
EASTING CONTOUR @.50m NTERNALS) DRY WATER OVERGION | f
PROPOEED CONTOUR MANA (Om TERVALS) Earn
Propoemn Each PLATrora 3 [
PROPOSED TOP OF BANK WEIR LEVEL RL 4.0 _—! weir ever iso
AREA OF Exe RRS
REFER IECA STD DRGS SF-01 & SF-02 = =
=> ow amp DIRTY WATER DIVERSION BUND TO FORM A DENSE, WELL-GRADED MASS WITH MINIMUM REFER DETAIL FORROCKDETALS =
CLEAN WATER DVERSION DRAIN WOIDS, TO A THICKNESS OF 200m. ‘SURFACE
ro
Le
ROCK LINED WEIR ELEVATION SECTION \
NOT TO SCALE NOT TO SCALE |

REFER DRAWING NO 18556-P001 FOR PROJECT NOTES.

 

 

 

 

 

 

Spica 64 GATEWAY DRIVE PTY LTD R < DR 64 GATEWAY DRIVE, NOOSAVILLE_ |BULK EARTHWORKS 1:250 | At
re i & oR EROSION & SEDIMENT CONTROL _ [ossmanaroe

 

 

 

 

 

 

  

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

seaor ts peat ject martoo = engineers& projectmanagers [78.5 Sora” ROP, LOT 3 ON SPITO295 PHASE 2 &3 18556-C005
This dein shall not bo sed onsuttng oan 7 48 800 oR ore LOCAL AUTHORITY NOOSA COUNCIL

fr constructon unt marked 3 toon planars® ithe 700810, Macy 1 40207 Stones MCU APPROVAL HORIZ DATUM LOCAL 0 Sheet Revision
insuedforeonsrucion mths” [_A [250076] OPW APPLICATION F ben designs ESR eseingcom wong ROL APPROVAL VERT DATUM AHO (lalaadlahal 5S ofS A
revision desorption [Rev] Date | Revision Description Drawn] + surveyors: parrot Yet [cikediatentand 26.04.19 | OPW APPROVAL RL DATUM, PSM 13296 [MEASUREMENT BAR ~ INCREMENTS Biman