A6107 Complete Set · OPW18/0155

KERB & CHANNEL

EROSION & SEDIMENT CONTROL MANAGEMENT PLAN

 

 

Objective / Target

Comply with all statutory regulations and maintain the during earthworks
construction. Comply with the Major Erosion and Sediment Control Plan
by ALTA PROJECTS to control erosion and sediment flows.

Refer Best Practice Erosion and
Sediment Control Manual - Section
5 checklist

 

Management Strategy

Site foreman to identify and check direction of stormwater flows as
shown on plan. Provide barriers and other measures shown on plan and
within council guidelines to prevent stormwater flows over
embankments and minimise sediments into gully pits.

Utilise B.P.& S.C. Manual
Inspection Form Section 7

 

Task / Actions

Implement and maintain control measures identified on the Erosion and
Sediment Control Plans.

Utilise Section 7 - B.P.& S.C.
Manual checklist

 

Performance Indicators

Site foreman to check for erosion and sediment flows at the base of
embankments after rain. Check that all sediment fences and check
dams are working correctly during rain events.

Utilise Section 7 - B.P.& S.C.
Manual checklist

 

Frequency / Deadline

Inspection of all control structures shall be undertaken prior to expected
rainfall events and at least twice weekly. All minor structures such as
windrows, sediment fences etc, shall be inspected at the completion of
each day.

Refer drawing ESC01 for
frequency

 

Responsible Person /

The implementation of the Major Erosion and Sediment Control Plan is

Refer Erosion and Sediment

 

Organisation the responsibility of the Principal Contractor. Control Plan Section 6.0
Principal contractor to provide a monthly copy of record sheets .
Reporting / Review identifying test results for water quality testing. Site workman to advise Refer Erosion and Sediment

foreman if they notice any barrier needing repair.

Control Plan Section 6.0

 

 

Corrective Actions

 

Should inspection reveal deficiencies, the Contractor shall report issues
to Supervising Engineer.

NCR form to be utilised refer
Section 7 - B.P.& S.C. Manual

 

 

 

 

 

NOTE: A SAFE STORAGE LOCATION FOR FUELS AND OILS SHALL BE PROVIDED IN ACCORDANCE WITH AS1940 “THE STORAGE
AND HANDLING OF COMBUSTIBLE LIQUIDS”. THIS AREA SHALL BE BUNDED IN COMPLIANCE WITH THE STANDARD AND RELEVANT

REQUIREMENTS OF AUTHORITIES

 

 

TYPICAL LIP-IN-LINE
GULLY PIT

  
    
   
 

 

PROVIDE GEOTEXTILE
FABRIC WRAP OVER GRATE

 

 

 

 

 

 

 

 

 

 

 

SILT FENCE BY SEDIMENT FENCE ,__LENGTH AS REQUIRED
GEOFABRICS BY GEOFABRICS | 8 2
Pe
NSL NSL NSL.
200 MIN | 200 MIN
SECTION POSTS AT 3m CENTRES WITH WIRE J

MESH BACKING or 2m WITHOUT. ALL
POSTS DRIVEN 600mm INTO GROUND.

PERIMETER SILT FENCE
SCALE 1:50
SEDIMENT FENCES SHALL BE CONSTRUCTED WITH RETURNS AT
INTERVALS IN ACCORDANCE WITH "IECA BEST PRACTICE EROSION
CONTROL MANUAL" AND MAXIMUM 20m SPACINGS FOR FENCES.
ALONG CONTOURS AND 10m FOR ON-GRADE.

"BIDIM A34" BY GEOFABRICS OR APROVED

  

GRATED INLET
PIT IN ROADWAY

ELEVATION

EQUIVALENT. INSTALLED AS SHOWN

 

 

 

 

 

 

 

 

 

 

 

 

 

PLAN

ALLOTMENT PIT PROTECTION DETAIL

 

SCALE 1:20

Construction Site

=
ad
Geotextile fabric,

Bidum U34 or wea

  
    

Cattle grid 3.0m NOM width
set 300mm above ground

NOTE:

Contractor to provide a wash
down facilty in conjunction
with the proposed cattle grid.

 

W

 

 

 

1.5m 4.5m

 

 

 

     

3MAX =

BIDIM A14 GEOFABRIC
1 1
TYPICAL SWALE DETAIL
NTS
ENTIRE VERGE TO
BE TURFED

 

TURF VERGE DETAIL

SCALE: 1:50

ROCK CHECK DAMS SHALL BE LOCATED IN ALL CUT OFF DRAINS IN
ACCORDANCE WITH IEAC STANDARD DRAWING RCD -01

FORM U-SHAPED CREST TO

ENSURE OVER TOPPING AT
600mm , CENTRE OF DAM
150mm wn
_ 2
DIRECTION OF FLOW ! 0.3m-0.5m

  
 
 

150mm ROCK SPALLS EMBED 200mm

 

 

CRUSHED ROCK ee, GEOTEXTLE INTO GROUND

GEOTEXTILE TUBE

PROVIDE SAND FILLED 1008 ROCK CHECK DAM

SLOTTED AG DRAIN, CONSTRUCTION EXIT SCALE 1:50

WRAPPED IN GEOFABRIC, or OTT

4 APPROVED EQUIVALENT,
TO FRONT OF CHAMBER
INLET PIT PROTECTION DETAIL (IP)
SCALE 1:20
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION’ AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. J Design: PBL PROJECT: EROSION AND SEDIMENT CONTROL DETAILS

Drawn:
Date: PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B

Checked

 

  

 

 

DIRECTOR APPROVAL

 

 

REV

 

DATE

 

DESCRIPTION

Datum _AHD

 

PAL Brah 101 pty Itd t/a Alta Projects
A.B.N. 91 611 354 511
MAY 2016 , 26 Memorial Avenue, Cotton Tree
{ PO Box 559, Cotton Tree, QLD, 4558
a Tel (07) 5475 4125 Fax (07) 5479 1607

ENGINEERING : DESIGN : MANAGEMENT Email: [email protected]

Web: hitp:/www.alta.net.au

at SERENITY CLOSE, NOOSA

 

 

for CAPE BOUVARD DEVELOPMENTS

 

sy | cHKD RPEQ- 4784

 

 

 

 

A‘ SHEET SIZE

 

FILENAME :96107-18-PESCO4 - DETAILS PLAN.Gug -DATE : 221/18-3:289m - XREF': HAosroved-SH; H-Chected SH

 

 

Council Ref:

DRAWING N Revision Sheet
Jo: '
A6107/18/PESC04 1 of
© This plan is Copyright. Other then for the purposes of end subject to fhe conditions prescribed under Ae
Copyright Act, ao part of it may in any form or by any means (electronic, anechanieal, mycro copying, photo

copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should
be directed to ALTA Projects.