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Attachment 5 - Documents referenced in conditions
Attached to the e-mail 2505-45871 SARA Response with conditions - OPW25/0072.
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SEDIMENT & EROSION CONTROL CHECK LIST
MANAGEMENT COMMITMENT
OBJECTIVE / TARGET
Comply with all statutory regulations 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 plan. Provide barriers and other
measures shown on the plan to intercept storm water flows
at 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 drainage improvements.
Place rock weirs in table drains as soon as the drains
are cut.
PERFORMANCE INDICATORS
Site foreman to check that sediment fence and rock weirs
are trapping the flows after rain. Ensure no bypass occurs.
FREQUENCY / DEADLINE
Site foreman shall monitor performance and repair damage
after every storm until grass is established. Sediment shall
be removed before it reaches overflow level
RESPONSIBLE PERSON
The Principal Contractors foreman shall be
responsible for inspections.
REPORTING / REVIEW
Site Foreman fo advise workers: if they notice any
barrier requiring repair, report it to foreman.
CORRECTIVE ACTIONS
Site foreman is to repair any damaged barriers
daily. Replacements are to be purchased as required.
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24 December 2025
Amended in red by SARA on
Culvert crossing array must be made up
of a minimum of 6 x 1800 mm wide cells
with a combined aperture width of at -
least 10.8 meters
Scale 1:100 @A1
SEDIMENT CONTROL LEGEND:
AAAA- SEDIMENT FENCE TO DETAIL
—
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DIRECTION OF FLOW
TWO-THREE SAND BAGS TO FORM A VEE CHECK DAM
AT 10m CENTRES ALONG NEW TABLE DRAIN
TEMPORARY SITE ACCESS TO IECA STD DWG ESC-01
SILT CURTAIN TO IECA STD DWG IECA FSC-01_03
BUND STAGE 170 DETAIL ON SHEET 015
DE-WATERING PUMP WITH HOSE AND
DE-SILTING BAG, AS REQUIRED
COIR LOG FILTER DAM INSTREAM TO IECA LOG-01
RECESS LOG 4 DIA INTO THE GROUND
Callaghan & Toth
Civil, Environmental & Hydraulic Engineers
PO BOX 2305 NOOSA HEADS 4567
1.16/90 GOODCHAP STREET NOOSAVILLE
Ph: 54749081 www.callaghanandtoth.com.au
CLIENT:
MICHAEL JONES
oe STRAINER WIRE
fff To? & Barton
FILTER FABRIC FIXED TO FENCE
AND EMBEDDED INTO
0.5 GROUND MIN. 200mm
ig PROVIDE OVERFLOW WEIR 0.5 WIDE
025 jG] FLOW WHERE BACKUP FLOW IS
LIKELY TO OVER TOP WEIR
0.3
| STAR PICKET
PLANS AND DOCUMENTS “I
E referred to in the REFERRAL ,
AGENCY RESPONSE asennant SEDIMENT FENCE DETAIL
SCALE NTS
- - 2505-45871 SRA
SARA ref. SEDIMENT FENCE SECTION
Date: 24 December 2025 Place 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.
SS
TOPSOIL AND TURF STOCKPILE AREAP PLASTIC 1-TONNE BAG
AFTER COMPLETION OF WORKS SHEET FILLED WITH SAND
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Trey ouly Access to state-controlled road PLACE ROCKS
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DIVERSION PIPE not approved as part of this 10 STABILISE
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4 FLOW
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Ze DE-WATERING BUND DETAIL
ZZ APPROX. |”
ZS | {STOCKPILE SCALE NTS
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Sd ~ NOTE:
THIS IS ONLY A CONCEPT EROSION & SEDIMENT
z CONTROL PLAN. CONTRACTOR SHALL PREPARE AND
0 6 12 18m ~—s« SUBMIT AN RPEQ CERTIFIED EROSION & SEDIMENT
orl CONTROL PLAN TO THE SUPERINTENDENT PRIOR TO
CONCEPT EROSION & SEDIMENT CONTROL PLAN Scale 1500 @AT START OF WORKS.
: T No. INSET
SURVEYED BY: 36 ROSES ROAD FEDERAL re ‘c
MURRAY& <_}1¥/25_|ADDITION OF SIGHT DISTANCE PLAN a _| » AoT_! CONCEPT EROSION & SEDIMENT CONTROL PLAN |DRAWNG NUMBER Al
ASSOCIATES B25 FOR APPROVAL CT JM ADT
SunTevens& Town PLANNERS A [04/25 [FOR REVIEW ST JM ‘ADT OPERATIONAL WORKS 2319-015
INDEX} DATE REVISIONS DRAWN |CHECKED APPROVED
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