ADAMS+SPARKES Operational Works Application (Eenie Creek Rd) 160206

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ENVIRONMENT MANAGEMENT PLAN EXISTING BUILDING O° SEDIMENT AND EROSION CONTROL:

» WITH REGARD TO THE SEDIMENT AND EROSION CONTROL

SEDIMENT & EROSION CONTROL 5 DURING THE OPERATIONAL WORKS AND CONSTRUCTION OF

1S THE MINMUM REQUIREMENT TO COVER THE OPERATIONAL SEDIMENT MANAGEMENT DETALS: 1 © INFORMATION AND DETALS WILL BE NCORPORATED INTO OUR

Ll —

WORKS FOR THIS DEVELOPMENT, 1, PROVIDE SILT FENCES AT THE TOE OF ALL FILL DOCUMENTATION.

OBJECTIVE: BATTERS. Fi ©

*  TOCOMPLY WITH ALL STATUTORY REGULATIONS AND 2 PROVIDE CHECK DAMS AT TABLE DRAIN OUTLETS AND N A SEDIMENT FENCE |S TO BE INSTALLED TO THE PERIMETER OF

MAINTAIN THEM DURING CONSTRUCTION. WHERE DIRECTED. We THE SITE AS PER INSTITUTE OF MUNICIPAL ENGINEERING
+ TOMINIMISE SOIL EROSION WITHIN THE DEVELOPMENT 3. PROVIDE TEMPORARY SIL TRAPS AS DIRECTED } AUSTRALIA DRAWING D - 0040, KERB AND FIELD INLETS TO THE
SITE 4. THE ABOVE SILT MANAGEMENT MEASURES ARE T0 BE . STORMWATER SYSTEM SHOULD BE PROTECTED WITH A FILTER
+ TOPREVENT SEDIMENT TRANSPORT FROM THE MAINTAINED UNTIL ACCEPTANCE ‘OF MAINTENANCE’ 1 RDIGATES EXISTING BUILDING OUTLINE SOCKIBAG SEDIMENT TRAP AS A TEMPORARY SEDIMENT
DEVELOPMENT SITE INTO GULLIES, STORMWATER THE ABOVE SILT MANAGEMENT MEASURES ARE DESIGNED IN’ u CONTROL DEVICE TO INTERCEPT AND RETAIN SEDIMENT FROM
DRAINAGE SYSTEMS AND WATERWAYS ACCORDANCE WITH 'SOIL EROSION AND SEDIMENT CONTROL’ 1
; 5 CHANNELLED FLOWS.
MANAGEMENT STRATEGY: BY THE IEA AND MAY BE VARIED BY THE COUNCIL'S ’
* SITE SUPERVISOR TO CHECK STORMWATER FLOWS AS REPRESENTATIVE TO SUIT SITE CONDITIONS. L, THE ENTRY AND EXIT POINT TO THE SITE SHOULD BE
DIRECTED ON PLAN. TURFING AND SEEDING ARE TO BE CARRIED OUT AS SOON AS —s—Ssasr STABILIZED UTILIZING A 150 - 200mm DEEP PAD OF MINIMUM
+ PROVIDE ADDITIONAL SILT FENCES AS REQUIRED PRACTICABLE. REFER TO THE SPECIFICATION FOR SEED MIXES oes s——s ¥ Ul 10mm CRUSHED ROCK OR RECYCLED CONCRETE. THE
TO ENSURE NO SEDIMENT TRANSPORT TO ROAD WAYS AND AND APPLICATION METHODS. —saps— § INDICATES PROPOSED BUILDING OUTLINE 4 MATERIAL SHOULD EXTENT FROM THE KERB TO THE BUILDING
INTO GULLY PITS. I ry ie = pd AREA. BUILDING OPERATIONS SUCH AS TOOL AND PAINT
TASK ATTACH SILT FENCE (GEOFABRICS SF1000 OR EQUIV) TO BASE iF f = 4 WASHING AND BRICK OR TILE MASONRY CUTTING SHOULD BE
. ERECT SEDIMENTATION BARRIERS, AROUND SW PITS, OF TEMPORARY SITE FENCE. BOTTOM OF SILT FENCE TO BE DONE WITHIN THE PROPERTY BOUNDARIES ON A PERMEABLE
AROUND EARTHWORKS AND AS NOTED ON THE PLAN BURIED AS PER MANUFACTURERS SPEC. 5 SURFACE UPSLOPE OF AN INFILTRATION TRENCH.
PERFORMANCE INDICATORS:
¢ SITE SUPERVISOR TO CHECK FOR EROSION AND SEDIMENT 4 oe ALL HARD WASTE SHOULD BE STORED ON SITE IN AWAY THAT
STORMWATER INLET TRAPS 2
“eerie Sets nou ATEAFOCE eG LST ‘Ka RERNEMEAGLOSOLeTOMGGRIMER
: STORMWATER INLET GRATES, WRAP GEOTEXTILE FABRIC wy HW
«SITE SUPERVISOR TO MONITOR PERFORMANCE OF SILT AROUND POSTS FITTED AT EACH CORNER OF THE DRAINAGE 8 IN COVERED BINS.
Zz
RESPONSIBLITY. Dern HEAR GRATE. THE BASE OF THE FABRIC SHOULD BE EMBEDDED IN | ze THE ENTRY / EXIT PAD WILL REQUIRE RE - APPLICATION OF
: SOIL. ze .

«SITE SUPERVISOR TO BE RESPONSIBLE FOR INSPECTIONS. ze CRUSHED ROCK IF EXCESSIVE SEDIMENT BUILD UP OCCURS,

REPORTING: So u ALL EROSION AND SEDIMENT CONTROL DEVICES TO BE

+ ANY SITE WORKMEN TO ADVISE SITE SUPERVISOR IF OR = |\ DESILTED FOLLOWING HEAVY RAINS THAT MAY CAUSE SILT

WHEN ANY FENCE REQUIRES REPAIR. DEPOSITS AGAINST FENCES. ANY DEFECTIVE OR DAMAGED
CORRECTIVE ACTION: DEVICES ARE TO BE RESTORED TO ORIGINAL WORKING ORDER,
«SITE SUPERVISOR TO ARRANGE FOR CLEANING OF U

BARRIERS AND INSTALLATION OF EXTRA FENCES. AS ALL DEVICES ARE TO BE KEPT IN PLACE UNTIL CONSTRUCTION

REQUIRED o HAS BEEN COMPLETED.

PRESTART MEETING of pa bee

* _ APRE-START MEETING SHALL BE CONVENED BETWEEN THE rie mL . ; CONSTRUCTION PROGRAM:

CONTRACTOR AND THE SUPERINTENDENT PRIOR TO ° : _in : EXPOSED GROUND SURFACES THAT HAVE BEEN STRIPPED OF
COMMENCEMENT OF THE OPERATIONAL WORKS, THE © VEGETATION, DISURBED BY CONSTRUCTION MACHINERY AND
AY ATTEND THE MEETING on NSPECTORS N r CHANNELS ARE MAJOR POTENTIAL SOURCES OF SEDIMENT
MAY ATTEND THE MEETING

< y TRANSPPORT FROM THE SITE, EFFECTIVE MEASURES FOR

SITE PREPARATION NOTES S a PREVENTING SEDIMENT TRANSPORT FROM A DEVELOPMENT

ALL ORGANIC MATTER & TOPSOIL SHOULD BE REMOVED FROM g lo SITE INVOLVE MINIMISING THE EXPOSURE OF THE MAJOR

THE SITE & THE EXISTING SURFACE PROOF ROLLED. iT EUS APE ReIA OeASuRES NRO TO RAINFALL

ANY SOFT OR UNSUITABLE GROUND IS TO BE REMOVED & .

REPLACED WITH APPROVED FILL MATERIAL. 4 . DURING BULK EARTHWORKS EXPOSE ONLY SUFFICIENT

ALL NEW FILL MATERIAL |S TO BE COMPACTED & CONFIRMATORY STRAW BALE TRAP Re Lieven BE CONSTRUCTED WITHIN A FEW DAYS

TESTING CARRIED OUT AT REGULAR INTERVALS. 4 H .

SELECT FILL SHOULD HAVE A MAXIMUM PARTICLE SIZE OF = AS DETAILED . INSTALL EROSION AND SEDIMENT CONTROL DEVICES

SMe arenes ae senercogmaa of et Se

LEAST 98% OF THE STANDARD MAXIMUM DRY DENSITY FOR L, ENTRYIEXIT SEDIMENT TRAP INLET PROTECTION COMPLETED EARTHWORKS AS SOON AS POSSIBLE.

COHESIVE MATERIAL OR 70% DRY DENSITY INDEX FOR jr AS PER DETAILS ; | —— AS DETAILED » INSTALL SILT FENCES AROUND ANY STOCKPILED

COHESIONLESS MATERIAL. 30h ese ss S oO EARTHWORK MATERIAL OR TOPSOIL.

ADEQUATE SITE DRAINAGE SHOULD BE MAINTAINED TO ENSURE [sp SE * PLACE ROCK CHECK DAMS IN EXCAVATED TABLE DRAINS

STORMWATER RUNOFF IS DISCHARGED OFF THE SITE VIA THE 1 2’ AND TURF THE DRAINS AS SOON AS THEY ARE

NATURAL FLOW PATHS AND NOT TO CAUSE NUISANCE TO ANY NOTE: TRAFFIC CONTROL TO COMMERCE COURT 0. EXCAVATED TO PROFILE.

ADJACENT PROPERTY. DURING CONSTRUCTION TO BE IN ACCORDANCE «PLACE SAND BAG SILT TRAPS ACROSS ROAD

WITH THE LOCAL COUNCIL REQUIREMENTS. THE CONSTRUCTION AREAS,
SCOUR & EROSION PROTECTION CONTRACTOR IS TO ENSURE ALL TRAFFIC SAFETY + PLACE SILT FENCING ALONG THE DOWNSTREAM EDGE OR
MEASURES ARE ADHERED TO INCLUDING THE CONTOUR OF MAJOR EARTHWORK AREAS AND FURTHER

MEASURES PROVISION OF ON SITE PERSONAL TO CONTROL SILT FENCES PROGRESSIVELY UPHILL AT MAXIMUM 30M

NOTES: SILT MANAGEMENT WORKS SHALL INCLUDE, BUT SHALL TRAFFIC FLOWS AS REQUIRED AND INCLUDING CENTRES.

NOT BE LIMITED TO: TRAFFIC CONTROL DEVICES IN ACCORDANCE

1. THE PROVISIONS OF PART 9 OF QUDM SHALL BE STRICTLY WITH THE CURRENT AUSTRALIAN STANDARDS.

ADHERED TO. THE CONTRACTOR SHALL ENSURE MINIMUM SILT

LOSS FROM THE SITE

2. MAINTAIN ENVIRONMENT PROTECTION WORKS FOR THE

DURATION OF THE PROJECT, REGULARLY CHECK & REPLACE

DURATION OF THE PROJECT RE EROSION & SEDIMENT CONTROL PLAN

3, CONTROL DUST DURING THE COURSE OF THE WORKS BY SCALE 1:200

REGULAR DAMPENING OF EXPOSED EARTHWORKS,

{ ) haw SP T: (07) 5443 6585 & [UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
Fle (07) 5479 1754 _8 8 EENIE CREEK ROAD OVER SCALED MEASUREMENTS. VERIFY ALON, F>==——— era SOM
aw gé SITE DIMENSIONS & LEVELS WITH THE SUPPORTING DATE TOON
2S jtcengineers.com.au Sa NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RFE £002 :

Zo sea OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: 18

5 5 © [email protected] © 2 3 A _ | 47/1012016 | OP WORKS APPROVAL

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ow ~ CLIENT JOB DESCRIPTION ISSUE_| DATE EVENT ENGINEER INMEDIATELY OF ANY DISCREPANCIES, SHEET: S8