Approved plans and specifications

 

 
 
  
  
 
 
  
 
 
 
 
  
 
 
  
 
 
  
 
 
  
 
  
  
       
   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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SEDIMENT & EROSION CONTROL CHECK LIST SEDIMENT CONTROL LEGEND:
~ | | MANAGEMENT COMMITMENT AAAAS SEDIMENT FENCE TO DETAIL
N OBJECTIVE / TARGET Comply with all statutory regulations and maintain — _pIrEcTION oF FLow
them during earthworks/construction. cy
| | Comply with the erosion and sediment control plan. $ TWO-THREE SAND BAGS TO FORM A VEE CHECK DAM

MANAGEMENT STRATEGY | Site foreman to identify and check direction of storm water AT 10m CENTRES ALONG NEW TABLE DRAIN
land flows as shown on plan. Provide barriers and other ¢
measures shown on the plan to intercept storm water flows
at the end of table drains, and intercept sediments TEMPORARY SITE ACCESS TO IECA STD DWG ESC-01
before reaching gullies.

TASKS / ACTIONS Erect sedimentation barriers as shown on the plans —°——~_ SILT CURTAIN TO IECA STD DWG IECA FSC-01_03
before commencing earthworks or drainage improvements.
Place rock weirs in table drains as soon as the drains HHH BUND STAGE 170 DETAIL ON SHEET 015
are cut.

PERFORMANCE INDICATORS | Site foreman to check that sediment fence and rock weirs
are trapping the flows after rain. Ensure no bypass occurs. a | DE-WATERING PUMP WITH HOSE AND

FREQUENCY / DEADLINE Site foreman shall monitor performance and repair damage DE-SILTING BAG, AS REQUIRED
after every storm until grass is established. Sediment shall
be removed before it reaches overflow level

RESPONSIBLE PERSON The Principal Contractors foreman shall be

© y Ne. responsible for inspections.
S SS . a - Lf es iN ‘ REPORTING / REVIEW Site Foreman to advise workers: if they notice any COIR LOG FILTER DAM INSTREAM TO IECA LOG-01
a SSS NG 7 iia barrier requiring repair, report it to foreman. Ra RECESS LOG 4 DIA INTO THE GROUND
SE % CUE A CORRECTIVE ACTIONS Site foreman is to repair any damaged barriers
yay daily. Replacements are to be purchased ined
oy i; aily. Replacements are to be purchased as require
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Ly)
go iy coe STRAINER WIRE
/ “ - +> [-}— TOP & BOTTOM
Lo wae |______—-FILTER FABRIC FIXED TO FENCE
7 Tena) t AND EMBEDDED INTO
~-4 eM WL 0.5 GROUND MIN. 200mm
~ Ay . 0 24 I) FLow — PROVIDE OVERFLOW WEIR 0.5 WIDE
. PLANS AND DOCUMENTS : K | WHERE BACKUP FLOW IS
‘ . LIKELY TO OVER TOP WEIR
SSO | referred to inthe REFERRAL {
. Queensland 0.3
AGENCY RESPONSE Goverment STAR PICKET
[oS
SARA ref: 2505-45871 SRA am
Date: 1 April 2026 SEDIMENT FENCE DETAIL
SCALE NTS
SEDIMENT FENCE SECTION
. Place on the toe of all fill batters
Amended In red by SARA on where shown or directed by the Engineer.
These fences are not to be used
1 April 2026 for concentrated flows with catchments
greater than 2000 sq. m.
SoS = _
TOPSOIL AND TURF STOCKPILE AREA PLASTIC Ayo SAND
4 SHEET
i eee {/\not approved as part of this
| TEMPORY 450° YE, | :
/ (| RCP GULLY application PLACE ROCKS
DIVERSION PIPE TO STABILISE
FLOW
—_
mm
DE-WATERING BUND DETAIL
‘APPROX. |
STOCKPILE 5 SCALE NTS
LOCATION *
" NOTE:
THIS IS ONLY A CONCEPT EROSION & SEDIMENT
L CONTROL PLAN. CONTRACTOR SHALL PREPARE AND
6 12. 18m SUBMIT AN RPEQ CERTIFIED EROSION & SEDIMENT
berm | CONTROL PLAN TO THE SUPERINTENDENT PRIOR TO
CONCEPT EROSION & SEDIMENT CONTROL PLAN Scale 1.300 @AI START OF WORKS.
Scale 1:100 @A1
CLIENT: SURVEYED BY: SHEET No. IN SET | REVISION.
Callaghan & Toth draulic Enei D [03/26 | CULVERT DESIGN CHANGE MP D ior] 26 ROSES ROAD FEDERAL 15 OF 18 D
til, Environment yeraulic Engineers Cc fv2s |ADDITION OF SIGHT DISTANCE PLAN cr JD ADT CONCEPT EROSION & SEDIMENT CONTROL PLAN
PO BOX 2305 NOOSA HEADS 4567 MICHAEL JONES MURRAY®& a hia FOR APPROVAL cr ” ADT [DRAWING NUMBER
1.16/90 GOODCHAP STREET NOOSAVILLE i ASSOCIATES
Ph: 54749081 www.callaghanandtoth.com.au i Suerons 8 Town Las A {00/25 _|FOR REVIEW ST iM OPERATIONAL WORKS 2319-015
INDEX| DATE _ [REVISIONS DRAWN [CHECKED | APPROVED