06/0933 - Outdoc re: approval of development for Op Works · 142006.933

 

 

 

LEGEND;

 

SHEE

8

ZA

CZZZZZZ2777 2)

 

 

 

 

Q

SP

3 REC'D BY..
CKD BY.
AMEND CKD BY. cre DATEL decd cues
RECOMMENDED FOR APPROVAL @

 

UNDER NO CIRCUMSTANCES MAY THE PLAN &
WETEN A

 

SEDIMENT FENCE OR CONTOUR MOUND TO DETAIL
LOCATED AS DIRECTED BY SUPERINTENDENT
(ERECT BEFORE EARTHWORKS)

0.5m WIDE TURF STRIP WITH 100mm TOPSOIL BATTER DOWN AT 1:4

KERB INLET SEDIMENT TRAP TO IPWEAQ 00041
REQUIRED DURING CONSTRUCTION

ROCK CHECK .DAM TO IPWEAQ 00041
(LOCATION TO BE DETERMINED BY SUPERINTENDENT),

EXTENT OF SEDIMENT MOUND
0.3m HIGH WITH 1:2 BATTER

TEMPORARY CONSTRUCTION ENTRY
SEDIMENT TRAP TO IPWEAQ D~0040

EXISTING TREE TO BE CLEARED
& MULCHED & LAYED
200mm THICK TO GARDENS

NOOSA SHIRE COUNCIL
DEVELOPMENT PERMIT OPERATIONAL WORKS’ No.6 OZ2

   

DATE... feh
DATE.6/.8...| LOOE
essesegeee DATE oe ccccdecccccl

    

  

ATIONS BE DEPARTED FROM WITHOUT THE
OVAL of the MANAGER LAND DEVELOPMENT

§ APPROVED

 

 

  

MAGER LAND DEVELOPMENT

 

SEDIMENT & EROSION CONTROL CHECK_LIS

 

 

 

 

ISSUE

_ MANAGEMENT COMMITMENT

 

 |OBJECTIVE / TARGET

Comply with alt statutory regutations and maintain
them during earthworks/construction.
Comply with the erosion and sediment control plan.

 

MANAGEMENT STRATEGY

Site foreman to identify and check direction of storm water
land flows as shown on plon. Provide barriers and other
measures shown on the plan to intercept storm water flows
ot the end of table drains, and intercept sediments

before reaching gullies. -

 

TASKS / ACTIONS

Erect sedimentation barriers as shown on the plans
before commencing earthworks or draincge improvements.
Place rock weirs in table drains as soon os the drains
are cut.

 

PERFORMANCE INDICATORS

Site foreman to check thet sediment fence and rock weirs
cre trapping the flows after rain. Ensure no bypass occurs.

 

FREQUENCY / DEADLINE

Site foreman shall monitor performance and repair damage
after every storm until gross is established. Sediment shall
be removed before it reaches overflow level.

 

RESPONSIBLE PERSON

The Principat Contractors foreman shall be
responsible for inspections.

 

REPORTING / REVIEW

Site Foreman to advise workers: if they notice any
barrier requiring repair, report it to foreman.

 

CORRECTIVE ACTIONS

 

Site foreman is to repair any damoged barriers
daily. Replacements ore to be purchased as required.

 

 

SEDIMENT FENCE SECTION

Piece on the toe of all fill batters

where shown or directed by the Engineer.
These fences are not to be used.

for concentrated flows with catchments .
greater than 2000 sq. m.

 

 

STRAINER WIRE

TOP & BOTTOM

——— FILTER FABRIC FIXED TO FENCE
. AND EMBEDDED INTO

GROUND MIN. 200mm

PROVIDE OVERFLOW WEIR 0.5 WIDE
WHERE BACKUP FLOW IS
UKELY TO OVER-TOP WEIR

     

STAR PICKET OR 50 x 50 HW STAKE

 

1. Provide turf protection to batters subject to
catchment lengths greater than 3m.
Loy continous strips @ 3m centres along contour fines.
2. Check & repair structures after every storm.

3. Remove sediment fence only after new grass is established.

 

Egy
Qy

 

 

wio0

 

[es (Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/1 Sunshine Beach Rood
NOOSA JUNCTION 4566

Ph: 54749081 Fox: 54749041
wiew.collaghanandtoth.com.au

 

 

| | . designed ADT | datum AHD DERIVED
N srawn BM PSM 75798

 

 

 

checked [AH | Origin (BM) RL 93,907

 

 

| | approved
SURVEYED BY
NOOSA COUNCIL

PHONE * .
SS
a

project

 

.| NOOSA SLIPWAY RENOVATIONS
“MILL ST, NOOSAVILLE

se
OE

Client

NOOSA COUNCIL

m el
_ > T OF
title
SEDIMENT & EROSION

CONTROL ‘PLAN
a
oo.

woo

LOT 167 on SP173769

Parish. of TEWANTIN
County of MARCH .
|NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE
Na
.. Ol
SCALE .

O25 5 75 10 12.5 Metens 25
L_S SSS Ss

scale SCALE SHOWN 1S OROWAL ORAWING SCALE
1:500(A3) 00 NOT SCALE FROM THES ORAHING
USE ONLY DIMENSIONS PROVIDED

woo

 

W100

 

 

a —— —

REVISIONS

 

fmeni{ revision details date
|? ie

 

 

 

 

 

 

 

 

 

FILES

COMPUTER DIRECTORY
IC:\KEAYS\JOBS\CT\0Z02\....

 

 

 

 

 

 

 

Sheet it of 11 sheets
drawing number

0202-16
\ date 12th Jon 2005