Appendix A - Proposal Plans · OPW16/0212

Page 2

 

 

 

 

LANE

DIAMOND

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LANDSCAPE PLAN

SCALE 1:200

 

STREET

 

 

 

 

LINDSAY CONSULTING °"%
CA

OFF. 20/82 PARKER ATREET, MAROOGAYDORE PH 5

     

 

 

THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF

LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES

LOT 1 (SP248165) OPAL ST
COOROY

 

DRAWING TITLE
LANDSCAPE PLAN

 

SCALES

0 2 & 6 8m
ee a ee

Orig, 1200

 

SURVEY DATUM

 

 

 

 

nan LAWN

 

 

 

 

 
 

BRACHYCHITON

 

ACMENA SMITHII

cy GREVILLEA HONEY GEM
Ey SYZGIUM LUEHMANNI|

© © © © © WESTRINGIA NARINGA

ASSOCIATED CONSULTANTS

 

 

REVISION LIST
A [ORIGINAL ISSUE 22/09/16

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{Computer File
160604FP.DWG

 

DRAWING NUMBER SHEET] REV.

16-0604-C8 8) A

 

 

 

 

 

 

 

Page 3

                                                                                                                                LINDSAY CONSULTING PTY
                                                                                                                                                   LTD




                     GARAGE                               GARAGE
                     FSL 109.10                           FSL 109.10




                                  PL




                                                     00
                                                   9.
                                   10




                                               10
                                       9.




                                             PL
                                       00
PL
   109
      .00                                                                                    .70
                                                                                          08
                                                                           08.70        L1              8.60                0
              PL                                                       PL 1            P           PL 10              8.4
                                            PL                                        PL                          0
        .00        10                          1                                                               L1
     109                                        08.                                      108.              P
PL                    8.9                           80                                       7 0          PL
                          0                                                                                    108




                                             PL
                                       00
                                                                                                                  .   40




                                       9.




                                               10
                                   10




                                                 9.
                                  PL




                                                    00
                     GARAGE                               GARAGE
                     FSL 109.10                           FSL 109.10




                                                                                   PL 9.50

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Remove Existing

 

 

 

 

 

 

 

 

 

 

to be replaced with medium
duty grated inlet

linemarking. Refer drawing
16-0604-C1 to new linemarking locations

OPAL

STREET

300 CUTBACK
OF EXISTING AC PAVEMENT

 

 

 

 

 

 

 

 

a pg ts o
of YL: 108, rf
Wa a we A 30.69 Pn. a? ao QU 49
<n ee j ft QO?’ , oa D>
Q- Q- oN Sb Bo NY nO \e) ) 9
Or Wg gg | Pe NGO NS elton”
S ar ea a sl re er
Jp O-PR Lead pt AO qn. O- ** DIA 600 RCP
Soh FN so DSIL 106.96
swp B | = Sa tL ol
LL: 108.13 Hl | - i ee | [| 7 - 900 x 600 Grated
65RCP IL: 106.66 | | | TL: 106,69 0.65RCP BS IL:106.92 ~ [J intel pi
— BM = toes
25+ ot J V
PQ —qr— ANG Existing inlet pit cover i . \ .

300 CUTBACK
OF EXISTING AC PAVEMENT

>

 

265

 

Ho TB

o

LQ)
Ad

 

=) SURFACING.

 

 

 

 

M4

Pavement crossfall
to match existing

M4 Mountable Kerb
to match existing kerb
(NOTE NO CHANNEL PRESENT)

av
Footpath to be grade

we
w to match existing

 

 

25mm A.C. SURFACING

100mm BASE COURSE GRAVEL (TYPE 2.2)

150mm SUB BASE COURSE GRAVEL (TYPE 2.4)
TO BE CONFIRMED FOLLOWING CBR TESTI

TYPICAL

°

Side Drains to be connected into
existing drains as
directed on-site

PAVEMENT WIDENING CROSS SECTION

LINDSAY CONSULTING 17
CLI

REO 4928.

   
 

 

THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES

LOT 1 (SP248165) OPAL ST
COOROY

 

DRAWING TITLE
CIVIL WORKS
FRONTAGE WORKS

 

SCALES

] { 2 3 4m
SS
Orig, 1:100

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

 

REVISION LIST
A

ORIGINAL ISSUE 15/9/2016

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{Computer File
160604FP.DWG

 

DRAWING NUMBER SHEET] REV.

 

 

 

 

16-0604-C2 2A

 

 

Page 5

 

 

 

 

OPEN CONCRETE BLOCKS

SEDIMENT AND EROSION
CONTROL DETAILS

 

 

 

 

 

ALL EROSION AND SEDIMENT IN ACCORDANCE WITH IN ACCORDANCE WITH
WITH MAROON BOOK MANUAL FOR EROSION AND SEDIMENT CONTROL

UNDISTURBED AREA

 

 

 

GRAVEL FILTER

SANDBAG OVERLAP
ONTO KERB

4.0m MIN.

 
 

GEOTEXTILE

_- STAKES.
FILTER FABRIQ._

   

 

 

 

 

RUNOFF WATER
WITH SEDIMENT

 

 

 

 

 

 

 

 

 

 

or

 

 

ROP

 

   

RR

 

 

 

 

 

 

 

 

 

 

600mm (NOM) GAP
BETWEEN SAND BAGS

 

GEOTEXTILE

 

 

 

 

 

 

 

 

 

 

ACT AS SPILLWAY
THREE LAYERS OF

SANDBAGS WITH ENDS
OVERLAPPED.

DOWN STREAM GULLY PROTECTION DETAILS

NOT TO SCALE

 

 

purieo Faric §=— "| Ware? «FILTER FABRI

 
  
   
  
    
 

GEOTEXTILE INLET FILTER

GEOTEXTILE INLET FILTER CONSTRUCTION NOTES

1, FABRICATE A SEDIMENT BARRIER FROM GEOTEXTILE.
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 GEOTEXTILE UNLESS THE
IN TRENCH MIN 300mm DEEP. DESIGN IS ADEQUATE TO ALLOW FOR ALL WATERS TO
STAPLE AT 150mm CENTRES. BYPASS IT.
COMPACT SOIL OVER’ BLANKET

CENTRELINE SECTION AT POINTS “A aa

FILL TRENCH WITH SOIL —
AND COMPACT
OVERLAP—BURY UPPER END OF
LOWER BLANKET AS IN “A”. OVERLAP
END OF TOP BLANKET 300mm AND
STAPLE AT 150 CRS.

jam FLOW

STAPLES: 8 GAUGE
(4mm) WIRE

    
 
       
  

Geotextle fabri, —~

Bidum U34 or similar
Unbound pavement material (gravel) to Grading

B, Table 9 of QT Specification MRS11.05,
exclude material finer than sieve 2.36mm

a

Runoff from pad directed to sediment trap

anne / PORARY NTRY, NT_TI
* Not to Scale
CATTLE GRID 3.0m NOM WIDTH
Se OND OF SET 300mm ABOVE GROUND
AT GRO Oe CONSTRUCTION SITE

GEOFABRIC FABRIC, BIDIM A34
STAPLE OUTSIDE EDGES OR SIMILAR

AT 300mm CRS.

 

a

e
RUNOFF TO BE DIRECTED TO A SEDIMENT TRAP,
REFER STANDARD DRAWING D—0041.

TEMPORARY ENTRY/EXIT

CLEAN/DIRTY DIVERSION DRAINS

DIVERSION DRAIN CONSTRUCTION NOTES

. REMOVE ANY ROCKS, CLODS, STICKS OR GRASS FROM THE SURFACE BEFORE LAYING PLASTIC.
ENSURE THAT TOPSOIL IS AT LEAST 75mm DEEP.
ENSURE PLASTIC WILL BE CONTINUOUSLY IN CONTACT WITH THE SOIL BY GRADING THE SURFACE
CAREFULLY FIRST.
LAY FABRIC IN "SHINGLE FASHION”, WITH THE END OF EACH UPSTREAM ROLL OVERLAPPING THOSE
DOWNSTREAM. ENSURE EACH ROLL IS ANCHORED PROPERLY AT ITS UPSLOPE END.
ENSURE FULL WIDTH OF FLOW CHANNEL IS COVERED BY THE PLASTIC.

TEMPORARY ENTRY/EXIT CONSTRUCTION NOTES

STRIP THE TOPSOIL, LEVEL THE SITE AND COMPACT THE SUBGRADE.

COVER THE AREA WITH NEEDLE-PUNCHED GEOTEXTILE.

. CONSTRUCTION A 200mm THICK PAD OVER THE GEOTEXTILE USING ROAD BASE OR 30mm.
} ENSURE THE STRUCTURE IS AT LEAST 15m LONG OR TO BUILDING ALIGNMENT AND AT
LEAST 3m_WIDE.

. WHERE SEDIMENT FENCE JOINS ONTO THE STABILISED ACCESS, CONSTRUCTION A HUMP OR
GRATE IN THE STABILISED ACCESS TO DIVERT WATER TO THE SEDIMENT FENCE.

x ows
o aus

a

 

 

O
WH Gi

    
  

ET
re v

INL
RAl

STAKES DRIVEN INTO GROUND —

 

DISTURBED
AREA

 

 
 

 

 

 

 

 

 

    

vi»

Vv Vv

1.5m TIMBER STAKES
‘AT MAX 2.5m CENTRES

NV DIRECTION OF’ FLO}

 

 

HOLD IN PLACE
WITH SAND BAGS

GEOTEXTILE FILTER SOCK
FILLED WITH 25MM GRAVEL

KERB INLET PIT SEDIMENT BARRIER

1.5m TIMBER STAKES
AT MAX 2.5m CENTRES

‘SELF—SUPPORTING
GEOTEXTILE

  
  
 
 

ON SOIL, 150mm x 100mm
TRENCH WITH COMPACTED
BACKFILL AND ON ROCK, SET
INTO SURFACE CONCRETE

SECTION DETAIL

KERB INLET PIT SEDIMENT BARRIER
CONSTRUCTION NOTES

1

FABRICATE A SLEEVE FROM GEOTEXTILE OR WIRE MESH
LONGER THAN THE LENGTH OF THE INLET PIT AND FILL
WITH 25mm TO 50mm GRAVEL.

FORM AN ELLIPTICAL CROSS-SECIRCUITION APPROX. 150mm
HIGH, 400mm WIDE.

PLACE THE FILTER AT OPENING LEAVING AT LEAST
100mm BETWEEN KERB INLET AND SLEEVE. MAINTAIN
OPENING WITH SPACER BLOCKS.

FORM A SEAL WITH KERB TO PREVENT SEDIMENT
BYPASS.

SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR
THE MESH OR GEOTEXTILE PROVIDED THEY ARE PLACED
SO THAT THEY FIRMLY ABUT EACH OTHER AND.
SEDIMENT LADEN WATERS CANNOT PASS BETWEEN.

SEDIMENT FENCE

   

NOTE: POINTS @ AT SAME
ELEVATION:

—
SEDIMENT FENCES

Sediment Fence installed across the contour

— uncontoured concentration of flow should be avoided

NOT TO REGULAR SCALE

 

 

SEDIMENT FENCE CONSTRUCTION NOTES

1. _ CONSTRUCTION SEDIMENT FENCES AS CLOSE AS
POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THE
SITE, BUT WITH SMALL RETURNS. THE CATCHMENT AREA
SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF
CONCENTRATED AT ONE POINT.

2. CUT A 150—mm DEEP TRENCH ALONG THE UPSLOPE
LINE OF THE FENCE FOR THE BOTTOM OF THE FABRIC TO
BE — ENTRENCHED.

3. DRIVE TIMBER STAKES INTO GROUND AT 2.5m.
INTERVALS (MAX) AT THE DOWNSLOPE EDGE OF THE TRENCH.
4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE
SIDE OF THE POSTS ENSURING IT GOES TO THE BASE OF
THE TRENCH. FIX THE GEOTEXTILE WITH WIRE RECOMMENDED
BY THE MANUFACTURER. THE USE OF SHADE CLOTH FOR
THIS PURPOSE IS NOT SATISFACTORY.

5. JOIN SECTIONS OF THE FABRIC AT A SUPPORT POST
WITH A 150mm OVERLAP.

6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC
AND COMPACT IT THOROUGHLY OVER THE GEOTEXTILE.

PIY

LINDSAY CONSULTING 2
CLI

REO 4928.

 

   
 

OFF. 26/82 PARKER ATREET, MARDOGAYDORE PH 54 792 118

 

THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES

LOT 1 (SP248165) OPAL ST
COOROY

 

DRAWING TITLE
EROSION CONTROL

 

SCALES

 

Orig, 1200

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

 

REVISION LIST
A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ORIGINAL ISSUE 15/9/2016
(Computer File
160604FP.DWG
DRAWING NUMBER SHEET] REV.

 

 

 

16-0604-C3 3A

 

 

 

Page 6

 

 

GRATE TO BE GEOFABRIC
WRAPPED.

   
  
 

ROLL OF NETTING FILLED
WITH 50 TO 70mm GRAVEL.

KERB_INLET PROTECTION

NTS

RAPED SEDIMENT
TURF STRIPS

     
     
 

TURF FLARES TO
RESTRICT SCOURING
ALONG TURF EDGE \

TURF. STRIP.
BEHIND KERB __

road surface

GRASSED FILTER STRIPS

NOT TO REGULAR SCALE

STORMWATER TREATMENT DETAILS
SEDIMENT FLOCCULATION

SEDIMENT AND EROSION
CONTROL DETAILS

EARTH BUND CONSTRUCTION NOTES

1, BUILD WITH GRADIENTS BETWEEN 1 PERCENT AND 5 PERCENT.

2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE — WORK AROUND THEM.

3. ENSURE THE STRUCTURES ARE FREE OF PROJECTIONS OR OTHER IRREGULARITIES THAT COULD IMPEDE
WATER FLOW.

3. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSS SECTIONS, NOT V SHAPED.

4. ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE.

5. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF CONSTRUCTION.

DIRECTION OF FLOW ~~ er,

   

  

“hr

CHANNEL STABILISATION
AS REQUIRED

 

. GRADE 0.25%
Max. GRADE 0.75%
MUST HAVE A STABILISED OUTLET.
MAYBE USED AS CONTOUR DRAINS

CAN BE CONSTRUCTED WITH
OR WITHOUT CHANNEL

ALL BATTER GRADES
2(H):1(V) MAX.

GRADIENT OF DRAIN

1% to 5%
DIRECTION
OF FLOW
Ss

L_____2 metres. min,

NOTE: ONLY TO BE _USED_AS_ TEMPORARY BANK
WHERE MAXIMUM UPSLOPE LENGTH IS 80 METRES.

EARTH BUND CUT OFF DRAIN

 
    
 

The job of a flocculent is to effectively break down the dominance of the clay particles that contain a residual negative eleCIRCUITro—magnetic charge and thus allowing individual particles

fo be drawn together and settle under gravity.

METHOD OF APPLICATION

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
basin. It Is essential that the gypsum Is spread evenly over the entire surface for efficient treatment of the turbid water.

Generally the gypsum should be applied at a rate of about 32 kgm per 100 cublc metres of detained turbid water, as per the adjacent table. The above dosing rate for the site
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 quallty criteria such as pH (6.5 — 8.5) and dissolved oxygen (>80%).

METHOD OF TESTING THE STORMWATER

 

 

The stormwater detained in the sediment basin will be tested at a suitable location that will be decided upon at the site. The sample should be taken at a location that has adequate
access so no sediment is resuspended while the testing is being conducted.

The stormwater detained in the sediment basin will be tested with the TPS 90-FLT water quality logger. The TPS 90-FLT unit samples and records the dissolved oxygen, conductivity,
pH, turbldity and temperature of the stormwater. For further detalls and specifications on the TPS 90-FLT please refer to Appendix B.

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
water and then hold it up to the light. If seeing clearly through the sample is not possible, then the sample is probably above the 50 NTU level.

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 dacant 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, if is essential that materials from
the sediment layer are not discharged In the pumping process.

STORMWATER DISCHARGE QUALITY CRITERIA

 

ACCEPTABLE TSS ACCEPTABLE PH DISSOLVED 0,

 

 

 

 

50mg/L 65 - 85 > 80%

 

SEDIMENT BASIN FLOCCULENT APPLICATION

 

AGENT INDICATIVE DOSAGE COMMENTS PRECAUTIONS & CONSTRAINTS MIN. REQD. ON SITE

 

GYPSUM 32kg/100cub.m LITTLE PH CHANGE, SLIGHT INCREASE IN | NEEDS TO BE SPREAD EVENLY ACROSS POND. | 260 kgm

SALINITY CAN CAUSE SCUM DEPOSITS IN EQUIPMENT.

 

 

 

 

 

 

 

NOTE: NOTIFY ENGINEER TO CONFIRM DOSAGES & APPLICATION PRIOR TO USE.

   
 
 

TRAPPED SEDIMENT
TURF STRIPS

     
 

ZOTIG.
RRQ
SINS

TYPICAL GRASS FILTER STRIP DETAIL

N.T.S.

 

SURFACE ROUGHENING

‘SPILLWAY

150 MM MIN. 450 MM MIN,
—i

|

ROCK TRENCHED 200 MM INTO GROUND

    

SPACING OF CHECK DAMS ALONG CENTRELINE
AND SCOUR PROTECTION BELOW EACH CHECK
DAM TO BE SPECIFIED ON SWMP/ESCP

ROCK CHECK DAM

ROCK CHECK DAM CONSTRUCTION NOTES

1. CHECK DAMS CAN BE BUILT WITH VARIOUS MATERIALS, INCLUDING ROCKS, LOGS, SANDBAGS AND STRAW BALES. THE
MAINTENANCE PROGRAM SHOULD ENSURE THEIR INTEGRITY IS RETAINED, ESPECIALLY WHERE CONSTRUCTED WITH STRAW
BALES. IN THE CASE OF BALES, THIS MIGHT REQUIRE THEIR REPLACEMENT EVERY TWO TO FOUR MONTHS.

2. TRENCH THE CHECK DAM 200 MM INTO THE GROUND ACROSS ITS WHOLE WIDTH. WHERE ROCK IS USED, FILL THE
TRENCHES TO AT LEAST 100 MM ABOVE THE GROUND SURFACE TO REDUCE THE RISK OF UNDERCUTTING.

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.

4, SPACE THE DAMS SO THE TOE OF THE UPSTREAM DAM IS LEVEL WITH THE SPILLWAY OF THE NEXT DOWNSTREAM
DAM.

     

STABILISE STOCKPILE
EARTH BANK SURFACE

SEDIMENT FENCE

TOPSOIL STOCKPILE

TOPSOIL STOCKPILE CONSTRUCTION NOTES

. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION, CONCENTRATED
WATER FLOW, ROADS AND HAZARD AREAS.

CONSTRUCTION ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.

WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.
WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVED

ESCP OR SWMP TO REDUCE THE C-FACIRCUITOR TO LESS THAN 0.10.

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.

aeN >

s

PIY

LINDSAY CONSULTING 2
CLI

 

   
 

REO 4928.

OFF. 26/82 PARKER ATREET, MARDOGAYDORE PH 54 792 118

 

THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES

LOT 1 (SP248165) OPAL ST
COOROY

 

DRAWING TITLE
EROSION CONTROL

 

SCALES

 

Orig, 1200

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

 

REVISION LIST
A

ORIGINAL ISSUE 15/9/2016

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{Computer File
160604FP.DWG

 

DRAWING NUMBER SHEET] REV.

16-0604-C4 4)A

 

 

 

 

 

 

Page 7

 

 

 

 

    

 

 

 

 

 

 

   

 

     

 

 

 

   
  

      

 

 

 

 

 

     

 

 

 

   

 

 

 

      

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EROSION AND SEDIMENTATION MANAGEMENT PLAN ENVIRONMENTAL DIARY Corman
Sediment Control Weekly Visual Inspection or After Rainfall Event 17 rea 428
Project:— Operational Works — PROPOSED RESIDENCES
Principals” T ROSSITER & S MURPHY “THE SOLE USE OF THE CLIENT NO PART
Contractor:—
Objective Comply with all statutory regulations and maintain erosion and sedimentation . MAY BE USED IN PART OR WHOLE WITHOUT
4 + th + + Location:— LOT 1 (SP248165) OPAL ST, COOROY PRIOR EXPRESS WRITTEN CONSENT OF
> s throughout the duration of construction. Comply wi the intent of Job Ref 160604 LINDSAY CONSULTING PTY LTD
lo ef.
the sedimentation management plan shown on sheet 29 of the drawings
oropar d by Noel C voy sesociote ‘and other measures as deem : Dae [1 Regular Monitori (We ky) CLIENT AND PROJECT DESCRIPTION
e oel Covey & Assi S, ¢ easures as deeme jate:— ‘egular Monitoring (Weekly
necessary to control erosion and minimise sediment transport oe . . yo . 1 T ROSSITER & S MURPHY
Approx Time:— am/pm [1 Special Event Monitoring (briefly describe event) PROPOSED RESIDENCES
Management Strategy mwater land s and flows resulting Dat C ti LOT 1 (SP248165) OPAL ST
. . ate sis orrective
rom construction, and pro ant fe , rock filter dams, turf strips, Item Control condition | Action Corrective Action Taken COOROY
stormwater pit entry filters, and other measures as shown on the plan or as Monitored Measure y Required (Describe)
deemed necessary to prevent uncontrolled stormwater flows over unprotected Installed U
areas, and avoid sediment transport to waterways and stormwater pit
Tasks and Actions Erect sediment barriers as shown on sheet 29 of the drawings, and at other Sediment DRAWING TITLE
Required locations as deemed necessary by visual inspection. Temporary rock filter CONSTRUCTION MANAGEMENT
dams are to be placed at all concentrated stormwater flow outlet locations
and maintained with fresh filter screenings throughout the duration of Rock
construction. All earthworks areas to be topsoiled and seeded or puter
hydromulched upon completion of profili All footpath areas to be SCALES
provided with a minimum 4m wide turf strip behind kerb and channel
immediately after path area construction and topsoil profiling is Stormwater
Performance Indicators ipdeted., gp Strategically place filters around all stormwater pits Outlets 0 ? l, 6 8m
. check for erosion and sediment flows at base of all
embankme Catchpit Orig 1200
exposed areas after rain; Areas
. check that rock filter dams are working during rain periods;
. check that all sediment fences and other erosion control
mechanisms are Pavement Areas SURVEY DATUM
working during rain periods; and
Monitoring Site FoPLFAn NS HIPIRETDHESEMIGRES GOVGTSsdBicBltae UbFerbHM Reeds:
kly basis and after every rainfall event. Any damaged Bottom of ASSOCIATED CONSULTANTS
trol item is to be rectified, and trapped silt removed and Embankment
deposited in an area not prone to erosion.
Responsible Person Site Foreman to be responsible for all inspections and maintenance of sediment Humeceptors/
contral ciree Gross Pollutant
ontrol_ measure Traps
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
other sp | event affecting the sediment control measures. The Detention Basin
Environmental Diary shall be completed and delivered to the Superintendent for
record -and-andit—purp ith—eaeh—progress—ctai—for_the—eonstrietior res
Corrective Actions The Site Foreman to arrange for installation of additional sediment Other
controls and/or improve maintenance controls and replacement of
nings to filter dams as required, and report on measures taken Any Special Comments:—
in_ the Environmental Diary. Signed:—

 

 

 

 

 

 

 

 

 

REVISION LIST
A [ORIGINAL ISSUE 15/9/2016

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{Computer File
160604FP.DWG

 

DRAWING NUMBER SHEET] REV.

16-0604-C5 S|A

 

 

 

 

 

 

Page 8

 

 

CONSTRUCTION MANAGEMENT PLAN

 

LINDSAY CONSULTING 17
CLI

    

REO 4928.

 

 

CONSTRUCTION MANAGEMENT PLAN DIARY

 

 

Weekly Visual Inspection or After Rainfall Event

 

LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF

LINDSAY CONSULTING PTY LTD

 

 

 

 

 

 

 

CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES

LOT 1 (SP248165) OPAL ST
COOROY

 

Project:- Operational Works — PROPOSED RESIDENCES

Principal:- T ROSSITER & S MURPHY

Contractor:—

Location:— LOT 1 (SP248165) OPAL ST, COOROY

Job Ref. No: 160604 Council File Ref. No.
Date:- [1 Regular Monitoring (Weekly)

Approx Time:~ am/pm [1 Special Event Monitoring (briefly describe event)

 

 

 

 

 

DRAWING TITLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Performance trem Performance Indicator
Indicators
1. Vegetation No disturbance of soil below retained vegetation due to construction activities.
2. Hours of Work No work conducted outside specified hours without satisfactory evidence of measures
taken to suppress noise and other emissions / dust.
3. Lighting No resident's complaints regarding construction security lighting.
P garding y lighting
4. Existing Roads No abutting public roads contain soil, gravel, clay or other such materials originating
from onsite construction activities.
5. Signage No observed or reported incidents due to inadequacy or obsence of signage or other
control mensures.
6. Waste Control No complaints from local residents and site is kept tidy at all time
No occurrence of illegal dumping onsite and all materials where possible have been
7. Waste Minimisation
appropriately recycled.
8. Dangerous Goods No spillage or seepage of dangerous goods stored onsite.
9. Erosion & Sedimentation No visible signs of sediment laden waters leaving the site.
10. Traffic Management No works ore carried out without implementation of the approved Traffic Management
Plan.
11. Existing Infrastructure No unplanned damage to existing utilities and infrastructure.
12. Non Conformances All non confermances have been reported ond rectified
The site foreman is to monitor the performance of all construction activities and any departure from the Construction
Monitoring Management Plan control measures is to be immediately rectified.
Responsible The site foreman is to be responsible for all inspections and maintenance of the Construction Management Plan.
Person
The site foreman is to complete the Construction Management Plan Diary (including Environmental Diary for sediment
control) on a weekly basis os 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
Reporting lin conjunction with the Environmental Diary) shall be completed and delivered to the Superintendent for record and audit
purposes with each progress claim for the construction works.
Corrective The site foreman is to arrange all corrective actions, controls and rectification activities, and report on all measures
Actions

 

taken in the Construction Management Plan Diary.

 

 

 

 

bote control Condition Corrective Action Corrective Action Taken
Item Monitored oe ee Acceptable Required CONSTRUCTION MANAGEMENT
Measure Installed quire (Describe)
v U
Retained Vegetation
SCALES
Air Emissions
ve 0 2 & 6 8m
| l ! l J
Security Lighting Orig 1:200
Vibrations
SURVEY DATUM
Existing Utilities, Roads & Drainage Infrastructure
Construction Traffic & Parking ASSOCIATED CONSULTANTS
Waste Minimisation & Recycling
Erosion & Sedimentation Control (Environmental Diary!
Other
Item Monitored
Any Special Comments:-
REVISION LIST
‘A [ORIGINAL ISSUE 1579/2016
Signed:~

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{Computer File
160604FP.DWG

 

DRAWING NUMBER SHEET] REV.

16-0604-C6 6/A

 

 

 

 

 

 

Page 9

 

 

CONSTRUCTION MANAGEMENT PLAN

 

 

Objective To comply with all statutory regulations and relevant policies, and minimise the impact on the environment whilst carrying
out construction activities in a safe and sustainable manner.
To minimise the environmental and amenity impact of construction activities through onsite proactive approach to
Management
Strategy construction processes and consequences (couse and effect). Successful integration of activities will achieve ecological

sustainability which is recognised as a balance that integrates the protection of ecological processes and natural systems

economic development, and maintenance of cultural, economic, physical and social wellbeing of people in communities.

 

 

Construction
Management
Tasks and Action
Required

 

The following schedule of management strategies, tasks and actions for construction works forms the basis of sustainable

monagement of site construction issues. Irrespective of whether or mot an item is included in the following schedule

however, the Contractor shall employ best practice measures to achieve sustainable outcomes at all times.

Management Strategy / Action

Ensure thot all staff and sub contractors working on the site ore awore of potential environmental impacts and

required minimum environmental control measures and responsibilities before commencement of any site works.

2. Disturbance of soils below the canopy of any retained vegetation is to be excluded or otherwise minimised in accordance

with the approved plans.
3. No dust emissions shall extend beyond the boundary of the site.
4, No odour emissions ore detectable beyond the boundary of the site.

5. Work, including plant and equipment maintenance and servicing, shall only be carried out between the hours of 6:30am
and 6:30pm Monday to Saturday inclusive. Written agreement must be provided by neighbouring residents if any work
activity with the potential to emit excessive noise is to be undertaken outside the above mentioned hours, and even with

such consent, such activities are to be minimised.

6. All equipment shall be acoustically treated with manufacturer supplied muffler systems with ensure that equipment does

not create environmental harm or excessive noise.

Temporary security lighting for the site must be designed and located to ensure that its effects are not obtrusive and
direct light spill does not alter the amenity of adjacent properties.

8. All existing utilities (roads, drainage, electrical and communication) on or adjacent the site are to be protected ond

maintained at all times, with the cost of any damage to such infrastructure to be met by the Contractor.

9. Any areas of high risk / danger on the site are to be adequately signposted.

. Vibration beyond the site boundary from construction activities is to be minimised and where there is a likelihood of
such vibration extending beyond the boundaries to an adjoining property owner, the property owner shall be advised

accordingly.

 

 

Construction
Management

Tasks and Actions
Required

 

 

11, Implement the erosion and sedimentation control measures and associated management plan contained in
the approved plans.

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.

13. A construction shakedown area is to be installed at the entrance to the site to reduce unwanted soil
from leaving the site vio vehicle tyres.

14. AU site staff and sub contractors shall be directed to use the nominated shakedown entry / exit
point.

15. Ronds abutting the site and offected by the works shall be swept ot regulor intervals os required, or
whenever inspection shows signs of soil / pavement construction material on an abutting road or at the
nominated site entrance.

16. A high level of site “housekeeping” shall be maintained to ensure that vermin are not
attracted to poorly disposed of materials. Any waste or materials that have been

illegally dumped on site shall be removed.

   

aff and
food is consumed and shall ensure that such bins are used and emptied at regular

17. The Contractor shall provide bins for b contractors at locations where

intervals
18. All materials, be they construction materials or used containers, shall either be
y'

 
 

  

onsite or alternatively transported to a Council approved recycling station or
isposal point

erous ods stored onsite are

 

19. Any distillate or other petroleum products or dar

  

 

to be in bunded areas, located well clear of any watercourse. Appropriate spill

 

control kits for any chemicals or stored fuels shall also be provided onsite

Best practice management techniques shall be employed to control erosion and
minimise sediment transport onsite, including those details contained in the approved
plans and the Erosion and Sedimentation Management Plan

21. The Contractor shall prepare and implement an approved Traffic Management Plan
for site construction activities. The Traffic Management Plan shall be provided to the

Council inspector and the Supervising Engineer at the prestart meeting

    

s of Cou ble to

 

22. Comply with any conditi operational works approval appl
the works

23. All public complaints received by the Contractor must be recorded in writing,
including any investigations undertaken, conclusions reached and actions taken as a
result of same. This complaints record is to be made available to the administering
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

LINDSAY CONSULTING 2
CLI

     
 

REO 4928.

 

THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES

LOT 1 (SP248165) OPAL ST
COOROY

 

DRAWING TITLE
CONSTRUCTION MANAGEMENT

 

SCALES

 

Orig, 1200

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

 

REVISION LIST
A [ORIGINAL ISSUE 15/9/2016

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{Computer File
160604FP.DWG

 

DRAWING NUMBER SHEET] REV.

16-0604-C7 TA