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Development Application Part 3 of 3 - Plans · OPW11/0320
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MULTIPLE PART RECORD
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Page 2
LINDSAY CONSULTING PTY LTD
STRUCTURAL AND CIVIL ENGINEERS
AC n 079 744 808 ABA 61 478 386 385 GST REGISTERED
AS TRUSTEE FOR THE LINDSAY F:Ulll.l TRI-ST
Ref: 110586
2°d September 2011
Selina Toohey
Dear Sir,
PROPOSED SEWER REALIGNMENT
NO 17 TOPAZ STREET, COOROY
With respect to the above project Lindsay Consulting Pty Ltd has carried out a sewer
realignment for above the above project and attached are drawings 11-0586 01 to 07.
Should you require any further information please do not hesitate to contact me at the
above address.
On and Behalf of
LINDSAY CONSULTING PTY LTD
Jason Lindsay
RPEQ 4928
Off. 2C/82 Parker St, Maroochydore 4558
OFFICE: (07) 54 792 118 MOBILE: 0412 313 645 FAX: (07) 54 510 118
E-MAIL: thedesignoffice(a-Iindsa),consulting.com.au
Page 3
Protect your
PERSONAL
INTERESTS.
Manual of Uniform Traffic Control Devices Velstra HEA
It is the responsibility of the EYES
60 AUSTRALIA EARS
M Foreman to contact the IF o"
NOTE: TELSTRA LOCATIONS ARE APPROXIMATE ONLY FROM
O ; ALL SIGNS Ac LINE MARKING TO BE TELSTRA PLANS. LOCATIONS ARE TO BE CONFIRMED
relevant service authorities to
IN ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD ascertain the exact location of
SERVICE LOCATIONS ON 1100 FOR DETAILS.
UNIFORM TRAFFIC CONTROL DEVICES.
services prior to construction.
cP
0
tJ
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Break into and repair
existing manhole as
SEWERAGE NOT:S
1. WHERE DUC LE IRON PIPE IS SPECIFIED IT SHALL BE CLASS directed on-site
PN35 HEAVYICEMENT LINED.
1700 to be
2. WHERE SEWIiRS ARE LAID IN FILL, SUCH FILL SHALL BE confirmed on-site
COMPACTED 5% STANDARD A.A.S.H.O. IN MAXIMUM LAYERS OF
150MM. PROF OF COMPACTION IS TO BE SUBMITTED TO THE
SUPERINTEN ANT.
3. HOUSE CONNECTION BRANCHES TO BE INSTALLED IN co
ACCORDANCEI WITH COUNCIL STANDARD DRAWINGS. 01
1
4. WORK ON EXISTING SEWERS TO BE CARRIED OUT BY COUNCIL
AT DEVELOPERS COST. 1
Ln
5. ALL DROPS (SHALL BE INTERNAL AS PER COUNCIL STANDARD HCB TYPE A
DRAWINGS. FF. 4.04 m LEFT
6. SEWERS TOIBE LAID IN ACCORDANCE WITH COUNCIL GUIDELINES. 106.35
E 1 UNLESS OTHERWISE INSTRUCTED. 5.15
COVER SHALL BE 900 MM IN LOTS AND NATURE
1200 MM IN ROADWAYS.
STRUCTED AT GRADES GREATER THAN 1 IN 6 SHALL
WITH CONCRETE STOPS IN ACCORDANCE WITH
UIDELINES.
9. PREFERRED SEWER ALIGNMENT IS 1.5M FROM FRONT AND REAR
BOUNDARIES. AND 1M FROM SIDE BOUNDARY.
^ 600MM CLEAR OPENING DUCTILE.-
IRON COVERS AND CAST IRON FRAMES AND BE 100 MM ABOVE
FINISHED SURFACE LEVEL AS PER COUNCIL STAND3RD_VRAVJfi'JGS.-
w - w w w
11. HOUSE CONNECTIONS IN ADJOINING PROPERTIES TO THE SEWER w w
LINE SHALL EXTEND 1.OM INTO THE PROPERTY BEING SERVED. T T T
12. ALL HOUSE CONNECTIONS JOINING TO SEWERS DEEPER THAN 3.0
M ARE TO USE SUGDEN FITTINGS,
TOPAZ STREET V U-
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off.
ALL LEVELS AHD DER S
Page 4
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ZONE A: - STRIPPED AREA TO BE REINSTATED WITH PEGGED GRASS
(BUFFALO VARIETY) AND ESTABLISH.
ZONE B: - ROAD VERGE TO BE KEPT CLEAN AND FREE FROM SILT OR
DEBRIS. BUILDER TO CLEAN DAILY OR AS REQUIRED TO ENSURE
COMPLIANCE. AREA REINSTATED UPON COMPLETION.
ZONE C: - PROVIDE SILT FENCE AS PER DETAIL
EROSIOISEQIMENT CONTROL
WORK METHOD-STATSEMENT
Page 5
m
ENVIRONMENTAL DIARY
EROSION AND SEDIMENTATION MANAGEMENT PLAN
Sediment Control Weekly Visual Inspection or After Rainfall Event In
N
Project:- Operational Works - Sewer Re-Alignment
Principal:-
Contractor:- S TOOHEY
Objective Comply with all statutory regulations and maintain erosion and sedimentation
Location:- 17 TOPAZ STREET, COOROY
controls throughout the duration of construction. Comply with the intent of
Job Ref. No:- 110586
the sedimentation management plan shown on sheet 29 of the drawings
prepared by Noel Covey & Associates, and other measures as deemed Date:- El Regular Monitoring (Weekly)
necessary to control erosion and minimise sediment transport. q Special Event Monitoring (briefly describe event)
Approx Time:- om/pm
Management Strategy Site Foreman to identify direction of stormwater land flows and flows resulting Date Condition Corrective
Item Control Acce ptable Action Corrective Action Taken
from construction, and provide sediment fences, rock filter dams, turf strips, Monitored Measure Required (Describe)
stormwater pit entry filters, and other measures as shown on the plan or as Installed x
deemed necessary to prevent uncontrolled stormwoter flows over unprotected
areas, and avoid sediment transport to waterways and stormwater pits. Sediment
Fences
Tasks and Actions Erect sediment barriers as shown on sheet 29 of the drawings, and at other
Required locations as deemed necessary by visual inspection. Temporary rock filter Rock
Filter
dams are to be placed at all concentrated stormwater flow outlet locations Dams
and maintained with fresh filter screenings throughout the duration of
construction. All earthworks areas to be topsoiled and seeded or
hydromulched upon completion of profiling. All footpath areas to be Stormwater
Outlets
provided with a minimum 4m wide turf strip behind kerb and channel
immediately after footpath area construction and topsoil profiling is
completed. Strategically place filters around all stormwater pits.
Catchpit
Areas
Performance Indicators Site Foreman to -
• check for erosion and sediment flows at base of all Pavement
embankments and other Areas
00
exposed areas after rain;
P
• check that rock filter dams are working during rain periods;
• check that all sediment fences and other erosion control Bottom of
Embankment
mechanisms are
working during rain periods; and
• clean and maintain filter fabric covers to pits after rain periods. Humeceptors/
Gross
Pollutant
Monitoring Site Foreman to monitor performance of all sediment controls on a Traps
regular weekly basis and after every rainfall event. Any damaged
sediment control item is to be rectified, and trapped silt removed and Detention
deposited in an area not prone to erosion. Basin
Responsible Person Site Foreman to be responsible for all inspections and maintenance of sediment
control mPn-ijrP_- Other
Reporting Site Foreman is to complete the Environmental Diary for sediment control on a
weekly basis as a minimum, but also after every significant rainfall event or
My Special Comments:
other special event affecting the sediment control measures. The Signed:-
Environmental Diary shall be completed and delivered to the Superintendent for
record and audit purposes with each progress claim for the construction works.
Corrective Actions The Site Foreman to arrange for installation of additional sediment
controls and/or improve maintenance controls and replacement of LL
U_
screenings to filter dams as required, and report on measures taken 0
in the Environmental Diary.
Page 6
W
Q
GRAZE TO BE GEOFABRIC
SEDIMENT AND EROSION
INTA PED.
CONTROL DETAILS
EARTH BOND CONSTRUCTION NOTES
1. BUILD WITH GRADIENTS BETWEEN 1 PERCENT AND 5 PERCENT.
2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE - WORK AROUND THEM.
TRAPPED SEDIMENT
3. ENSURE THE STRUCTURES ARE FREE OF PROJECTIONS OR OTHER IRREGULARITIES THAT COULD IMPEDE TURF STRIPS
WATER FLOW.
3. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSS SECTIONS. NOT V SHAPED.
KERB INLET PROTECTION 4. ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE
5. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF CONSTRUCTION.
NTS
DIRECTION OF FLOW
TYPICAL GRASS FILTER STRIP DETAIL
BATTER GRADE N.T.S.
1:2 max.
CHANNEL STABIUSARON -'I =
0
0
NOTEe- 0
Min. GRADE 0.25% V
Max. GRADE 0.75%
MUST HAVE A STABILISED OUTLET.
MAYBE USED AS CONTOUR DRAINS
CAN BE CONSTRUCTED WITH
GRADIENT OF DRAIN OR WITHOUT CHANNEL
/ ALL BATTER GRADES
1% to 5% SURFACE ROUGHENING
Umccuun
OF FLOW
15LMY
150 MM MIN. 1 I 500 MM MIN.
GRASSED FILTER STRIPS L2 metres min. -^I
NOTE: ONLY TO BE USED AS TEMPORARY BANK
WHERE MAXIMUM UPSLOPE LENGTH IS 80 METRES.
STORMWATER TREATMENT DETAILS EARTH BUND CUT OFF DRAIN ROCK TRENCHED 200 MM INTO GROUND
SEDIMENT FLOCCULATION
The job of a flocculent Is to effectively break down the dominance of the clay particles that contain a residual negative eIeCIRCUITro-magnetic charge and thus allowing individual particles "ZC
to be drawn together and settle under gravity.
METHOD OF APPLICATION cc)
Large sediment basins such as the one this site, require that the gypsum is mixed Into a slurry with water and then sprayed over the surface of the turbid water In the sediment
SPACING OF CHECK DAMS ALONG CENTRELINE ^.q N
AND SCOUR PROTECTION BELOW EACH CHECK
basin. H Is essential that the gypsum Is spread evenly over the entire surface for efficient treatment of the turbid water. DAM TO BE SPECIFIED ON SWMP/ESCP
Generally the gypsum should be applied at a rate of about 32 kgm per 100 cubic metres of detained turbid water, as per the adjacent table. The above dosing rate for the site ROCK CHECK DAM
should be calibrated after the first two storm events to assess the actual flocculent application rate and settling time required for the site.
The final application rate should be sufficiently high to permit adequate sediment sediment flocculation (less than 50 NTU) and basin dewatering within two days (48 hours) from the
conclusion of each storm event, whilst maintaining other required water quality criteria such as pH (6.5 - 8.5) and dissolved oxygen (>80%). ROCK CHECK DAM CONSTRUCTION NOTES
1. CHECK DAMS CAN BE BUILT WITH VARIOUS MATERIALS, INCLUDING ROCKS, LOGS, SANDBAGS AND STRAW BALES. THE
METHOD OF TESTING THE STORMWATER MAINTENANCE PROGRAM SHOULD ENSURE THEIR INTEGRITY IS RETAINED, ESPECIALLY WHERE CONSTRUCTED WITH STRAW
The stormwater detained In the sediment basin will be tested at a suitable location that will be decided upon at the alto. The sample should be taken at a location that has adequate BALES. IN THE CASE OF BALES. THIS MIGHT REQUIRE THEIR REPLACEMENT EVERY TWO TO FOUR MONTHS.
access so no sediment Is resuspended while the testing is being conducted. 2. TRENCH THE CHECK DAM 200 MM INTO THE GROUND ACROSS ITS WHOLE WIDTH. WHERE ROCK IS USED, FILL THE
The stormwater detained In the sediment basin will be tested with the TIPS 90-FLT water quality logger. The TPS 90-FLT unit samples and records the dissolved oxygen, conductivity, TRENCHES TO AT LEAST 100 MM ABOVE THE GROUND SURFACE TO REDUCE THE RISK OF UNDERCUTTING.
pH, turbidity and temperature of the stormwater. For further details and specifications on the TPS 90-FLT please refer to Appendix B. 3. NORMALLY, THEIR MAXIMUM HEIGHT SHOULD NOT EXCEED 600 MM ABOVE THE GULLY FLOOR. THE CENTRE SHOULD
ACTING AS A SPILLWAY, BEING AT LEAST 150 MM LOWER THAN THE OUTER EDGES.
if the TPS 90-FLT unit Is not present a practical field test that approximates the required 50 NTU level Is to fill a clear plastic or glass 65mm diameter soft drink bottle with the 4. SPACE THE DAMS SO THE TOE OF THE UPSTREAM DAM IS LEVEL WITH THE SPILLWAY OF THE NEXT DOWNSTREAM
water and then hold It up to the light. If seeing clearly through the sample Is not possible, than the sample is probably above the 50 NTU level. DAM.
METHOD OF DEWATERING
The sediment basin can be dewatered as soon as the water quality criteria met (refer table below). A pump Is to be used to decant the basin with a floating Inlet to prevent the
settled sediments from being removed from the basin. The pumping must cease prior to the settled sediments being drawn into the Intake pipe, it Is essential that materials from
the sediment layer are not discharged In the pumping process.
STORMWATER DISCHARGE QUALITY CRITERIA
1 1,
ACCEPTABLE TSS ACCEPTABLE PH DISSOLVED 0= 57/
7/7
50mg/L 6.5 - 8.5 > 80%
TOPSOIL STOCKPILE
TOPSOIL STOCKPILE CONSTRUCTION NOTES
SEDIMENT BASIN FLOCCULENT APPLICATION 1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION, CONCENTRATED
WATER FLOW, ROADS AND HAZARD AREAS.
PRECAUTIONS & CONSTRAINTS MIN. READ. ON SITE 2. CONSTRUCTION ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.
AGENT INDICATIVE DOSAGE COMMENTS 3. WHERE THERE IS SUFFICIENT AREA TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT. LL
4. WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS. STABILISE FOLLOWING THE APPROVED
GYPSUM 32kg/100cub.m LITTLE PH CHANGE, SLIGHT INCREASE IN NEEDS TO BE SPREAD EVENLY ACROSS POND. 260 kgm ESCP OR SWMP TO REDUCE THE C-FACIRCUROR TO LESS THAN 0.10. 0
SALINITY CAN CAUSE SCUM DEPOSITS IN EQUIPMENT. 5. CONSTRUCTION EARTH BANKS (STANDARD DRAWING 5-5) ON THE UPSLOPE SIDE TO DIVERT WATER AROUND
STOCKPILES AND SEDIMENT FENCES (STANDARD DRAWING 6-8) 1 TO 2 METRES DOWNSLOPE.
Page 7
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SEDIMENT AND EROSION Ln
Co
CONTROL DETAILS En
FALL EROSION AND SEDIMENT IN ACCORDANCE WITH IN ACCORDANCE WITH
WITH MAROON BOOK MANUAL FOR EROSION AND SEDIMENT CONTROL
GEOTEXTILE STAKES
FILTER FABRIC- FTC STAKES
600mm (NOM) GAP
BETWEEN SAND BAGS GEOTDOILE
ACT AS SPILLWAY FILTER FABRIC
THREE LAYERS OF
SANDBAGS WITH ENDS
OVERLAPPED.
GEOTEXTILE INLET FILTER
DOWN STREAM GULLY PROTECTION DETAILS
NOT TO SCALE GEOTEXTILE INLET FILTER CONSTRUCTION NOTES
1. FABRICATE A SEDIMENT BARRIER FROM GEOTEXTA.E.
2. FOLLOW DETAIL FOR SEDIMENT FENCE FOR GEOFABRIC
INSTALLATION. REDUCE PICKET SPACINGS TO 1m CENTRES.
BURY THE TOP OF THE PLASTIC 3. DO NOT COVER THE INLET WITH CEOTEXRLE UNLESS THE
IN TRENCH MIN 300mm DEEP. DESIGN IS ADEOUATE TO ALLOW FOR ALL WATERS TO
STAPLE AT 150mm CENTRES. BYPASS IT.
COMPACT SOIL OVER BLANKET
OVERLAP-BURY UPPER END OF
LOWER BLANKET AS IN A. OVERLAP
END OF TOP BLANKET 300mm AND KERB INLET PIT SEDIMENT BARRIER
STAPLE AT 150 CRS.
FLOW
1.5m TIMBER STAKES
AT MAX 2.5m CENTRES
CENTRELINE SECTION AT POINTS -B- Unbound pavement material (gravel) to Grading
SEDIMENT FENCES
B, Table 9 of QT Specification MRS1 1.05,
exclude material finer than sieve 2.36mm Sediment Fence installed QC(oss th ontour
500mm TO - IwlcLxltaurDd concell oI of flaw sholIdCbe avoided
Runoff from pod directed to sediment trap 600mm 0
ON SOIL, 150mm a 100mm
TRENCH WITH COMPACTED a
BACKFILL AND ON ROCK, SET Cf
TEMPORARY CONSTRUCTION ENTRY/EXff SEDIMENT TRAP SECTION DETAIL INTO SURFACE CONCRETE
Not to scale
STAPLE BLANKETS SET 300mm ABOVE GROUND
AT GRID OF
1m CENTRES
SEDIMENT FENCE CONSTRUCTION NOTES
1. CONSTRUCTION SEDIMENT FENCES AS CLOSE AS
KERB INLET PIT SEDIMENT BARRIER POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THE
SITE. BUT WITH SMALL RETURNS. THE CATCHMENT AREA
CONSTRUCTION NOTES SHOULD BE SMALL ENOUGH TO OMIT WATER FLOW F
1. FABRICATE A SLEEVE FROM GEOTEXDLE OR WIRE MESH CONCENTRATED AT ONE POINT.
LONGER THAN THE LENGTH OF THE INLET PIT AND FILL 2. CUT A 150-mm DEEP TRENCH ALONG THE UPSLOPE
RUNOFF TO BE DIRECTED TO A SEDIMENT TRAP,
WITH 25mm TO 50mm GRAVEL LINE OF THE FENCE FOR THE BOTTOM OF THE FABRIC TO
REFER STANDARD DRAWING D-0041.
CLEAN/DIRTY DIVERSION DRAINS 2. FORM AN ELLIPTICAL CROSS-SECIRCUmON APPROX. 150mm BE ENTRENCHED.
HIGH, 400mm WIDE. 3. DRIVE TIMBER STAKES INTO GROUND AT 2.5m
TEMPORARY ENTRY/EXIT 3. PLACE THE FILTER AT OPENING LEAVING AT LEAST INTERVALS (MAX) AT THE DOWNSLOPE EDGE OF THE TRENCH.
100mm BETWEEN KERB INLET AND SLEEVE. MAINTAIN 4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE
OPENING WITH SPACER BLOCKS. SIDE OF THE P0515 ENSURING IT GOES TO THE BASE OF
DNERSION DRAIN CONSTRUCTION NOTES 4. FORM A SEAL WITH KERB TO PREVENT SEDIMENT THE TRENCH. FIX THE GEOTEXTILE WITH WIRE RECOMMENDED
TEMPORARY ENTRt'/EXIT CONSTRUCTION NOTES BYPASS. BY THE MANUFACTURER. THE USE OF SHADE CLOTH FOR
1. REMOVE ANY ROCKS. CLODS, STICKS OR GRASS FROM THE SURFACE BEFORE LAYING PLASTIC. THIS PURPOSE IS NOT SATISFACTORY.
2. ENSURE THAT TOPSOIL IS AT LEAST 75mm DEEP. 1. STRIP THE TOPSOIL, LEVEL THE SITE AND COMPACT THE SUBGRADE. 5. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR
5. JOIN SECTIONS OF THE FABRIC AT A SUPPORT POST
3. ENSURE PLASTIC WILL BE CONTINUOUSLY IN CONTACT WITH TIE SOIL BY GRADING THE SURFACE 2. COVER THE AREA WITH NEEDLE-PUNCHED GEOTEXTILE. THE MESH OR GEOTEXTILE PROVIDED THEY ARE PLACED
WITH A 150mm OVERLAP.
CAREFULLY FIRST. 3. CONSTRUCTION A 200mm THICK PAD OVER THE GEOTEXTILE USING ROAD BASE OR 30mm. SO THAT THEY FIRMLY ABUT EACH OTHER AND 6. BACKFLL THE TRENCH OVER THE BASE OF THE FABRIC
4. LAY FABRIC IN 'SHINGLE FASHION'. WITH THE END OF EACH UPSTREAM ROLL OVERLAPPING THOSE 4. ENSURE THE STRUCTURE IS AT LEAST 15m LONG OR TO BUILDING ALIGNMENT AND AT SEDIMENT LADEN WATERS CANNOT PASS BETWEEN. AND COMPACT IT THOROUGHLY OVER THE GEO1EXTILE
DOWNSTREAM. ENSURE EACH ROLL IS ANCHORED PROPERLY AT ITS UPSLOPE END. LEAST 3m WIDE
5. ENSURE FULL WIDTH OF FLOW CHANNEL IS COVERED BY THE PLASTIC. 5. WHERE SEDIMENT FENCE JOINS ONTO THE STABILISED ACCESS, CONSTRUCTION A HUMP OR
GRATE IN THE STABILISED ACCESS TO DIVERT WATER TO THE SEDIMENT FENCE
U-
0
Page 8
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CONSTRUCTION MANAGEMENT PLAN I
Performance
Indicators
Item Performance Indicator
CONSTRUCTION MANAGEMENT PLAN DIARY
1. Vegetation No disturbance of soil below retained vegetation due to construction activities. Weekly Visual hspe(tion or After Rainfall Event
Project:- Operational Works - Sewer Re-Alignment
2. Hours of Work
No work conducted outside specified hours without satisfactory evidence of measures Principal:-
taken to suppress noise and other emissions / dust. Contractor:- S TOOHEY
Location:- 17 TOPAZ STREET. COOROY
3. Lighting No resident's complaints regarding construction security lighting. Job Ref. No:- 110586 Council File Ref. No.
No abutting public roads contain soil, gravel, clay or other such materials originating
Date:- Li Regular Monitoring (Weekly)
4. Existing Roads
from onsite construction activities. Apwox Tie- am/pen q Special Event Noi tong (briefly describe event)
No observed o- reported incidents due to inadequacy or absence of signage or other Condition Corrective Action
5. Signage Date Control Corrective Action Token
Contra 7n _s_ C:. Item Monitored Acceptable
Measure Installed Required
(Describe)
x
6. Waste Control No complaints from local residents and site is kept tidy at all time
Retained Vegetation
No occurrence of illegal dumping onsite and all materials where possible have been
7. Waste Minimisation
appropriately recycled.
Air Emissions
B. Dangerous Goods No spillage or seepage of dangerous goods stored onsite.
Noise
9. Erosion & Sedimentation No visible signs of sediment laden waters leaving the site.
Security Lighting
No works are carried out without implementation of the approved Traffic Management
10. Traffic Management
Plan. Vibrations
11. Existing Infrastructure Existing Utilities, Roads & Drainage Infrastructure
No unplanned damage to existing utilities and infrastructure.
Construction Traffic & Parking
12, Non Conformances All non conformances have been reported and rectified
The site foreman is to monitor the performance of all construction activities and any departure from the Construction Waste Minimisation I Recycling
Monitoring Management Plan control measures is to be immediately rectified.
Erosion & Sedimentation Control (Environmental Diary)
The site foreman is to be responsible for all inspections and maintenance of the Construction Management Plan.
Other
Responsible Pe h son
The site foreman is to complete the Construction Management Plan Diary )including Environmental Diary for sediment
Item Monitored
control) on a weekly basis as a minimum, but also after every significant rainfall event (which causes site runoff) or
other special event affecting the site or any watercourses traversing the site. The Construction Management Plan Diary
(in conjunction with the Environmental Diary) shall be completed and delivered to the Superintendent for record and audit
Reporting Any Special Caren
purposes with each progress claim for the construction works.
The site foreman is to arrange all corrective actions, controls and rectification activities, and report on all measures
Corrective Acti nstaken in the Construction Management Plan Diary.
Page 9
is
r-
CONSTRUCTION MANAGEMENT PLAN
i
Objective To comply with all statutory regulations and relevant policies, and minimise the impact on the environment whilst carrying Construction 11. Implement the erosion and sedimentation control measures and associated management plan contained in
out construction activities in a safe and sustainable manner. Management the approved plans.
Tasks and Actions
Required 12. All earthwork stockpiles are to be kept moist, covered with tarpaulins or otherwise treated to minimise
dust emissions and stored in locations which minimise the possibility of the soil entering the stormwater
system.
To minimise the environmental and amenity impact of construction activities through onsite proactive approach to
Management 13. A construction shakedown area is to be installed at the entrance to the site to reduce unwanted soil
Strategy construction processes and consequences (cause and effect). Successful integration of activities will achieve ecological from leaving the site via vehicle tyres.
sustainability which is recognised as a balance that integrates the protection of ecological processes and natural systems, 14. All site staff and sub contractors shall be directed to use the nominated shakedown entry / exit
economic development, and maintenance of cultural, economic, physical and social wellbeing of people in communities. point.
15. Roads abutting the site and affected by the works shall be swept of regular intervals as required, or
whenever inspection shows signs of soil / pavement construction material on an abutting road or at the
nominated site entrance.
Construction The following schedule of management strategies, tasks and actions for construction works forms the basis of sustainable
Management 16. A high level of site "housekeeping" shall be maintained to ensure that vermin are not
management of site construction issues. Irrespective of whether or not an item is included in the following schedule
Tasks and Action attracted to poorly disposed of materials. Any waste or materials that have been
Required however, the Contractor shall employ best practice measures to achieve sustainable outcomes at all times.
illegally dumped on site shall be removed.
Management Strategy / Action
17. The Contractor shall provide bins for staff and sub contractors at locations where
1. Ensure that all staff and sub contractors working on the site are aware of potential environmental impacts and
food is consumed and shall ensure that such bins are used and emptied at regular
required minimum environmental control measures and responsibilities before commencement of any site works.
intervals.
2. Disturbance of soils below the canopy of any retained vegetation is to be excluded or otherwise minimised in
18. All materials, be they construction materials or used containers, shall either be
accordance with the approved plans.
recycled onsite or alternatively transported to a Council approved recycling station or
3. No dust emissions shall extend beyond the boundary of the site.
disposal point.
4. No odour emissions are detectable beyond the boundary of the site.
19. Any distillate or other petroleum products or dangerous goods stored onsite are
5. Work, including plant and equipment maintenance and servicing, shalt only be carried out between the hours of 630am
to be in bunded areas, located well clear of any watercourse. Appropriate spill
and 630pm Monday to Saturday inclusive. Written agreement must be provided by neighbouring residents if any work
control kits for any chemicals or stored fuels shall also be provided onsite.
activity with the potential to emit excessive noise is to be undertaken outside the above mentioned hours, and even with
20. Best practice management techniques shall be employed to control erosion and
such consent, such activities are to be minimised.
minimise sediment transport onsite, including those details contained in the approved
6. All equipment shall be acoustically treated with manufacturer supplied muffler systems with ensure that equipment
plans and the Erosion and Sedimentation Management Plan.
does not create environmental harm or excessive noise.
21. The Contractor shall prepare and implement an approved Traffic Management Plan
7. Temporary security lighting for the site must be designed and located to ensure that its effects are not obtrusive
for site construction activities. The Traffic Management Plan shall be provided to the
and direct light spill does not alter the amenity of adjacent properties.
Council inspector and the Supervising Engineer at the prestart meeting.
8. All existing utilities (roads, drainage, electrical and communication) on or adjacent the site are to be protected and
22. Comply with any conditions of Council's operational works approval applicable to
maintained at all times, with the cost of any damage to such infrastructure to be met by the Contractor.
the works.
9. Any areas of high risk / danger on the site are to be adequately signposted.
10. Vibration beyond the site boundary from construction activities is to be minimised and where there is a likelihood of
23. All public complaints received by the Contractor must be recorded in writing,
such vibration extending beyond the boundaries to an adjoining property owner, the property owner shall be advised
including any investigations undertaken, conclusions reached and actions taken as o
result of some. This complaints record is to be made available to the administering
accordingly.
authority on request.
24. All site personnel are to report any significant non-conformances to the site
manager as soon as practical and within 1 hour of the occurrence of, or
observance of same.
25. The contractor shall prepare an informative letter to be dropped to
residents/businesses adjacent to the development. The letter is to advise contact
details for communications for the site manager, working hours, projected timing of
works and any other information the contractor sees relevant.
Used in these records
Development Application Part 3 of 3 - PlansRelated documentApplication case desk ↗
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