Appendix B - Engineering Plans

 

 

 

 

 

     
   

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

 
  

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

      

 

 

 

 

  

        

    
 

 

 

 

 

 

 

 
 
  
   
 

      

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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8
&
3 EROSION AND SEDIMENT CONTROL NOTES
* The following notes and details provide information on the controls and
procedures that are to be implemented as part of the Erosion and Sediment
Control Plan (E&SCP). These measures are considered sufficient to ensure the
erosion and sediment control standard will be met, given the site
characteristics, proposed development and control measures.
r PTY
CONSTRUCTION MANAGEMENT PLAN LINDSAY CONSULTING {1
OBJECIRCUITIVE/TARGET
To ensure that: CA ween oe
mwater quality leaving the eptable standards.
jon and sedimentation during nis minimised THIS DRAWING REMAINS/HE PROPERTY OF
Os The above objectives are to be achieved by complying with the following regulations and LINDSAY CONSULTING PTY LTD AND IS FOR
PROPOSED 1m HIGH BOUNDARY RETAINING WALL SS guidelines: THE SOLE USE OF THE CLIENT. NO PART
s * Maroochy Plan 2000 MAY BE USED IN PART OR WHOLE WITHOUT
* EPA 1994 and relevant polices. . PRIOR EXPRESS WRITTEN CONSENT OF
_ + Institution of Engineers Sediment and Erosion Control Guidelines LINDSAY CONSULTING PTY LTD
x © * 4 * Sunshine Coast Regional Council’s Local Law 19 (Maroochy Area) 'Protection of Vegetation’.
¢ 2. Ls MANAGEMENT. STRATEGY CLIENT AND PROJECT DESCRIPTION
3 S /s, The Site Foreman will be responsible for: GJ GARDNER NOOSA
g Identifying and checking stormwater land flows.
S + Provide barriers and other measures to prevent stormwater flows over embankments PROPOSED RESIDENCE
= and sediments into existing gully pits.
GB
L 14> TASKS/ACIRCUITION PRE-CONSTRUCIRCUITIO NO.217 WEYBA ROAD
g construction activities begin, the following measures need to be implemented to NOOSAVILLE
Zz minimize disturbance and adverse water quality impacts.
3 + Sediment fences are to be constructed at the top of embankments and at the base
3 de of fill embankments
” <, =. Diversion banks to be created at the upstream boundary of construction c
< PES, ensure upstream runoff is. dive to be exposed. C
x ‘ P00. a at the downstream boundary o} should also_ be DRAWING TITLE
UNIT 2 3 . a (wherever possible) to ensure any s f contained and directed
eo D toward treatment areas and not permitted to flow downstream undisturbed areas
2S & Diversion banks should be constructed approximately along contours to minimize scour OPERATIONAL WORKS
Az | glong the drains. EROSION & SEDIMENT
¢ <, al" 2% + Silt fences and sand bags will be placed along catch drains to slow flow, reduce
4% 2 si] £3 scour, minimize sediment from runo‘. CONTROL PLAN
2 © * e + Strategically place check dams around gully pits.
. + Designation of areas for plant and material storage.
yo + Designation and marking of transport routes across undisturbed portions of the site SCALES
tos to minimize unnet sary vegetation disturba
PROPOSED {m HIGHQOUNDARY RETANING WAL Education of site personnel to the sediment ard erosion control measures implemented
A :
- TASKS/ACIRCUITIONS DURING CONSTRUCTION
Measures to mitigate water quality impacts during construction
Construction activities be confined within the necessary construction area(s)
Installation of silt fe downstream of disturbed areas. Silt fences should be locat
continuously along contours and should treat areas less than 0.6 Ha. per 100m of
silt fence
tion and maintenance sediment basins and other erosion
s. Chec d material
fence is 50% full id be performed
tely.
+ Retain site vegetation where possible and suitable.
: > revegetation of cut and fill areas and fill batters SURVEY DATUM
. and retention of vegetation and topsoil for final site rehabilitation and
works,
n and landscaping of remaining exposed areas > topsc :
from initial site Cc
is suitably established.
‘aping is required species to be used should preferably be native and endemic
to the area ASSOCIATED CONSULTANTS
Removal/management of weeds:
REVISION LIST
A ORIGINAL ISSUE 20/06/24
ZONE B: — ers INLET PROTECTION - REFER DETAILS ON OTHER PLANS B
C
ZONE C:— RuBLE STRIP - REFER DETAILS ON OTHER PLANS
ZONE D:— Road VERGE TO BE KEPT CLEAN AND FREE FROM SILT OR
DEBRIS. BUILDER TO CLEAN DAILY OR AS REQUIRED TO ENSURE
COMPLIANCE, AREA REINSTATED UPON COMPLETION
ZONE E:—  stREeT SWEPT REGULARLY OR AS REQUIRED TO ENSURE ANY F R 0 S | 0 N & S F D | M F N T CO N T R OL p [ A N owe
SILT LOSS IS COLLECTED BEFORE ENTERING STORMWATER SYSTEM ——_ ==
WASHING OF ROAD IS STRICTLY PROHIBITED NOT TO SCALE 24-0045-C5 5A