Updated Engineering Plans · MCU14/0067

Page 2

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

Retaining wall
0.5m approx

 

Retaining wall
0.6m approx,

 

Retaining wall

0.7m approx

Retaining wall
0.9m approx

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

<
p%
yx

 

Existing spot level (AHD)

Proposed Pavement Level (refer detail)

Key Joint

Saw Joint

Existing contours

600 x 600 internal dimension catchpit
with integrated gross pollutant
trap and high flow bypass (FOX BGPCT + FB)

 

600 x 600 internal dimension catchpit

NOTES

The location and depth of all services shall be
verified on site with service authority prior

to commencement of construction

Concrete driveway and parking areas shall
be constructed with 32 MPa concrete

For building set-out refer architectural drawings.

 

o e oS ”
a “w oe we
x & x &
ot
é LINDSAY CONSULTING (i;
nhs af . J \ Landscaped_ared
; ls Ss A
Retaining wall S ’ g|
£9 BPPTOX - t . THIS DRAWING REMAIN THE PROPERTY OF
oo ee LINDSAY CONSULTING PTY LTD AND IS FOR
> ae / THE SOLE USE OF THE CLIENT. NO PART
* we ss Lo fetoining wall 0.9m approx. | vay BE USED IN PART OR WHOLE WITHOUT
f ~ é & PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
av CLIENT AND PROJECT DESCRIPTION
an RON LOGAN
a
PROPOSED DEVELOPMENT
LOT 2 RENE STREET
-_ NOOSAVILLE
DRAWING TITLE
OPERATIONAL WORKS 2/2
s = ROOF FALL ROOF FALL
Ls i a2nn 5
oI AU gy
wy ; SCALES
Ko |
a
‘Av BS ow
uw w
ev ad
SURVEY DATUM
j——Fetaining wall 0.6m approx.
GY ASSOCIATED CONSULTANTS
OM X 1.0M STONE PITCHING.
PAD LEVEL -) 4.814 aS FIXED WITH CEMENT
F.F.L - 4.964
ROOF FALL ROOF FALL
HEADWALL AT DRIVEWAY Bo WALL AT DRIVEWAY
EDGE BS ) bp
i,
_— —_— o a 5 ~
c A P "0, CO )
SECTION Bl. hy CONTINUED DRAWING 1
e
LEGEND
LEGEND 1 All dimensions and levels shall be verified on

 

REVISION LIST

 

site. Do not scale from drawing

ORIGINAL ISSUE 27/08/14,

 

 

5. Refer Hydraulic drawings for

 

sanitary drainage layouts

 

 

6. Compaction of material under concrete driveways and

 

parking areas shall be as follows

 

(i) 75 % Minimum Density for cohesionless material (AS 1289 E5.1}; and

 

(ii) 90 % Relative Dry Density (STD Comp.) for material other than (i)

 

 

 

 

 

 

 

[Fomputer Fle

140821CP.dwg

 

DRAWING NUMBER

14-0821-C2

‘SHEET

 

 

 

 

 

Page 3

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

PROPERTY BOUNDARY

fo be confirmed 100 = 1600 220,

 

Refer lst of landscope plants
on tandsape designers pls

| Top of extend
detention Gila,

she Fetinng wa 350mm gh

a 30 Tinga te Be

‘Din below suroce

conpark

avenant

 

 

 

   
 
 
  

ESL

 

‘ton Fiter Medi
‘Saturated hyraute
conduct “nn?

  

 

{0mm Toastan Layer
Ionrce Sand (05 ~ 7.0mm Neninal Sie)

 

 
  
   

oe
CR
RRRRRROR

 

280mm Drainage layer (Fine grovel
‘Som heninal Sze

inn Pefotated Pie at 05%
longitudinal grace towards evetlow pt

BIO-RETENTION BED DETAIL

[ee] AREA OF BIORETENTION BED.

varies

PROPERTY BOUNDARY

       
 

conpark

 

300
GRASSED SWALES

WY AREA OF GRASSED OR LANDSCAPED SWALE

PROPERTY BOUNDARY

  

y

minim

| 300

 

LANDSCAPED SWALES 300

Trin ae me Sr |

BIORETENTION BASIN DESIGN CALCULATION SUMMARY

Catchment Area

Catchment usage

Minor Storm Event

Major Storm Event

Adopted Storm Time
Developed Fraction Impervious
Travel length

Slope

Surface Roughness

Intensity for Return Interval=: 10
Intensity for Return Interval=: 100
One Hr rainfall Intensity for Q10

Soil Permeability

0.4005 Ha
Rural Business
10 yr ARI
100 yr ARI
10 min
0.9
77 m
0.01
0.2 QUDM
172.6877 mm/hr
249.1163 mm/hr
72.2511 mm/hr

L High/Medium/Low (H/ML)

 

DHETENTION #a5w ovERFLOW PIT NOTES

 

500

 

BIORETENTION CELL
INFORMATION

‘THIS BIORETENTION BASIN HAS BEEN
DESIGNED TO CAPTURE AND TREAT RUNOFF
IFROM THE SITE THEREBY REDUCING NEGATIVE|
IMPACTS OF THIS RUNOFF AND PROTECTING
THE HEALTH OF THE AQUATIC
WATERSYSTEM

 

800

 

 

 

INFORMATION SIGN - 1 OFF REQUIRED

Ho-retention basing,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

60036006510 deep Stormwater Pit

i 25 ut sie
a Chess st PvE

BIO-RETENTION BED - PIT DETAIL

ete Wen Sort only DS

 

      

 

 
 

 

 

 

 

 

 

/

Le

Fieretenton meio spatiotin sal bein occrdone ih the fsiy for Afvoncng BHtratbn.
“Cuielines "Sol Fifer Hedi in Bnretentbn Syste". retention hyrauiccondatily shal bein
cordance with the Fact for Aevaning Bbsitraton” Practee te cm Sty Measurement of
Hjcoule Condctiy” The numberof samples fo be tested shal bein acerdnce sith Pe "water
Sestve Ubon DesgeCestruin and Estobiehnen Gude - Seales, Sretantin Systene ond
Mellons (water by Desig

 

 

2. Under ltd rig pe uPVC or sir to AS 2438.1 or opprovad aminaan, 5% ML
grade. Refer project sawigs fer damatet ord inert level Typo ‘DOD. Pye shuld vet be
instoled whe filer sck surrounding pipe Undr-onoge pps sell be soled ini gis shy grout
ce ota opproved watertight #40

3. Refer to projet roving fr vetted batter los It 3 MAK, 1 typical end tater topo
requrenents

4 Filer lth — sen-woven gett. Fier lth rot tobe pled between ont fier loys apes
line noy te rege suber! fe 2 fectng reqranenis i cttdore withthe "Water Sective
Ubon Design Teta Design Guidelines” (Woe by Desig.

5. Basin ised surfve lee is Yop of fhe neda. Surface to be mulch ond planted as pr
landscape down.

4. Coretta folrones of acunnted in te “Woter Sensitive Urbon Design Centrcton ne
{stobehnen Guidnes~ Swales, Brenton Systeme of Melons” Woter by Dei ert be
xcieved. Construction fleraces ast berated on project plans. vert level of ps, pipes ond bose
Tevls must e noted on project rans

1. Rafe landscape rowing fer port spetotin, flan epctcten nd dest shall be in
corde withthe "Woler Sensitive Ubon Design Techel Design ueles” Water by Design

4 AL nein ve Wy mlinetres unless ofarvice note

SWPSOL DRAW CLEANOUT NOTES

1 Bioretuntin ned speciation shall te acerdonce wh the ocity tor Adroney Bistrot,

“Guiles for Sol Fifer Mein Biretenin Sytens™ Boreenhon hydraute cond hall en
accardnce th the Faity fo Advosing Sfratin * Procce Note ily Measurement of
Hyrouic Condy". Te number of sompes te be Tested shal be In occordonce wh the "water
Seretive Uton Dein Cre trtivn od Estobichnent Guidelines ~ Swale, Biretentien Syctene oad
Wetlands (woter by Dei,

2. Underrated ri pipe 0 4S 243.1 o approved equal, D5Y% HR. grade Rete projet
‘owingy fr daneter ond ver level (Typkally UNO), Pipe is stad be ued uring plunbing
fenett ips should wot be istled wih fie! cok surrounding pipe, Ubt-tahage pet shall be
Seale inte ps usng peut or other oppeved watertight sea

3. Refer te project cravings for vegetoed otter slopes It in 3 MAK
regiments

in typical and otter tps

4 Basin sed surfce level i op of titer nadia, Surface fo be nuthed ond lnted as per
Torscape dawg.

5 Ingernaoble or - HOPE, benoit, cenpacted cay ot oppoved equivalent te bose ond si,
instoled os per monfacarrs ond/er geletnlerghesr'sspeiation, Where congotted clay
liner is pte, fer cloth is fo be ase as pe toe & on PWEAD droweg WSUD-ON Refer 1 the
dat SemtveUrbon Design Centruction ond Extoblshmant Guidelines - Soles, Bireentn

Systems ond Wetlands” (wofer by Dei for dsl

6 Conetacton tolerances chcaented in he "water Senite Ubon Dein Cnetuctin and
{efablehnent Guidlines - Swoles,Biereteton Systems od Wellode” (water by Desi wart be
ttheved Construction flores wurt beefed on poet plot,

1 Refer landscape drawing for pont speiicatin. Pont speiotion ond dete shal in
xcardance itt the “Water Serie Ubun Design Techical Design Caelies” water by Desig

A neni ore in wilintre une oars nate

    

iter th estan 50 pater ade

  

 

st

  

 

 

 

 

SWALE SUBSOIL DRAIN CLEANOUT

 

LINDSAY CONSULTING {7
7

RPEO 4928

   
 

PH Su 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
RON LOGAN
PROPOSED DEVELOPMENT

LOT 2 RENE STREET
NOOSAVILLE

 

DRAWING TITLE

BIORETENTION AND
STORMWATER CALCULATIONS

 

SCALES

 

 

SURVEY DATUM

 

VorTOStALE
BIO-RETENTION BED - PIT DETAIL
LINDSAY CONSULTING PTY LTD
Project LOT2 RENE ST, NOOSAVILLE Project Number 140821
Client RON LOGAN

RAINFALL VOLUME CALCULATIONS

SITE INFORMATION

 

L ==> Light cover bushland, or poor grass cover, or low density pasture, or low cover bare fallows

  
 

M==> Medium Density Bush, or good grass cover, or high density pasture, or zero tilling cropping
H ==> Dense Bushland
Minor Flow into Basin 140.00 I/sec
Major Flow into basin 263.33 I/sec
Maximum Basin Ponding depth mm
Basin Length m
Basin Width m
Number of Basins
Number of underdrains per basin
Bioretention Area 168 sqm
Filter Media Hydraulic Conductivity 100 mm/hr
Extended Detention Depth mm
Bioretention Area as % of total Catchment 4.1947566
VERIFICATION OF TREATMENT SIZE

Bioretention Area to achieve WQO
Total Suspended Solids (Figure 5.3 of WSUD manual) 90 % oK
Total Phosphorus (Figure 5.4 of WSUD manual) 72% OK
Total Nitrogen (Figure 5.5 of WSUD manual) 45 % oK

NOTE THAT AFOREBAY HAS NOT BEEN PROVIDED DUE TO THE NATURE OF

THE PROPOSED DEVELOPMENT (INDIVIDUAL INDUSTRIAL ALLOTMENT) AND

DUE TO THE PROVISION OF AGROSS PULLUTANT TRAPS UPSTREAM OF THE
BIORETENTION BASIN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ASSOCIATED CONSULTANTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Project LOT 2 RENE STREET, NOOSAVILLE Total Site Area 4005 sqm
‘Comments Rainfall Calculations Limiting runoff from Site (Dia 450) 999 malsec (999 wids this check)
Permeable Pavement Area 0 sqn
ARR Intensity Calculation Data - As obtained from BOM IFD program ‘Storage in bio-retention basins 0 bm
Tnput Data Roof Area into Detention Tank 0 sqn
Duration Effective Site area (Site Less
ARI__[Ahr [2h [rahe Permeable Pavement Area) 4005 sqm
2 B23 10253. Travel length 7m
50 9396 23.81 8.66] Site Slope 0.01
‘Surface Roughness 02
ISkewness 7] Map 7 Land Description Lo UMD
IGeographical Factor (F2) 4.4) Maps Soil Permeability L High/Medium/Low (HIM/L)
JGeographical Factor (F50) 17.6|_ Map 9 Light cover bushland, or poor grass cover, or ow densty pasture, or low cover bare falow's
Medium Density Bush, or good grass cover, or high dersty pasture, or zero ting cropping
Dense Bushland
Un-Developed Fraction Impervious 0.45 From Fig. 4.05.1 in QUDM (2007) REVISION LIST
Developed Fraction impervious 09 From Fig. 4.05.1 in QUDM (2007) AL ORIGINAL ISSUE 27/08/14
One Hr rainfall Intensity for 10 72.2511 mnvhr
Calculated Travel Time 16 Min Must equal time selected for intensity
Adopted Storm Time 10 min
Detention Tank Provided 18000 It
Retum interval (ARD
7 2 3 70 20. 50 700.
Intensity (for Retum Interval) 3872, 726.58 755.57 172.68 195.88 26.13 249.12
C10 value 0790 0880 0790 0800 0790 0.680 0790 0880 0790 0680 C790 0880 0790 0.680
Fy Factor 0.80 080 0.85 «= 08S 0950.95 1.00 100-1050 1.05 1.15 1.15.20 1.20
cy 0632 © 0.704 «O8715 0.748 0.7505 0.836 079 0.88 0.8295 0.924 0.9085 1.012 0.948 1.056
Q (m3isec) 0.07 008 = 009185 015 O17 018 020 023 025 02 029 [fomputer File
Total Rainfall for event (m3) a7 o4 86 102 121 163, 176 140821CP.dwg
Total Non-Worsening Volume for Storm (m3) 48 65 9 104 12.4 187 8 DRAWING NUMBER SHEET] REV.
Roof Area Runoff for Storm (m3) 0 0 0 0 0 0 0

14-0821-C3 3/A

 

 

 

 

 

Page 4

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

 

EROSION AND SEDIMENTATION MANAGEMENT PLAN

ENVIRONMENTAL DIARY

Sediment Control

Welly Voual Inspection or After Rainfall Evert

 

 

Objecte

   
  
  

and maintain etosion and sedimentati

 

q

 

ply with
the drawings pr
deemed nec

   

   

 

 

direction

 

and provide sediment tence

ry tikers, and other 1

   

Hed storm

  

 

Tasks and

 

Reqired

  

 
 
  
  
 
 
 
 

ary by visual inspe

d stormwater

 

hroughout the dur
ceoded

ed and

   

hydromulched upor
ied with

 

jotpath areas to be pro}

 

and channel immediately a path area

smpleted.

    

all stormwater pits

 

Parfmarce Inieatrs

Foreman to —

 

© check for erosion

 

 

rock fiker dams. are

  

all sediment tence

   

 

during

   

inp

and maintain tier

 

 

 

Monitoring

 

regular weekly basi every rainfall event. ny damaged

   

sediment 4 sit removed and

 

4, and trapps

      

 

Responsible Pesan

   

ll inspections and maintenance

 

Repating

the Environmental Diary for sediment control on a

but also a

 

every art rainfall event or other

 

 

 

sediment control measures, The Environme

    

ferintendant

 

 

ruction works

  

 

 

 

 

dime

 

Foreman to arrange for installation of additional

    

 

and/or impro

   

‘and replacen

to fier dams as required, 1p measures taken in

   

 

 

 

Proje
Principal-—
Contractor:—

 

Operational Works

RON LOGAN

 

 

 

 

 

 

 

 

 

Location:— LOT 2, RENE STREET, NOOSAVILLE
Job Ref 140821
tae 1D Repu Moritring (Weld)
p10 Tine= arjpe C2 Speci Evert Moritsng (orety dscibe rst)
sion [Corrective]
[Condition "action Corrective Action Taken
Go Reauied (Describe)
U
Sediment
Fences
feck
Fiter
Sams

 

 

 

Catchpit

 

Pavement
‘reas

 

Bottom

Embankment

 

 

Humeceptors,
ceptors /

 

Detention
Basin

 

other

 

 

 

 

 

 

 

 

[ey Speci Conmeri=

Es |

 

 

 

 

 

 

 

 

 

TREATMENT ZONE.

ZONE PLANNED FOR FUTURE LANDSCAPING SFTER RETARNG WALL
1 CONSTRUCTED. “SLT FENCE PROVIDED WITH CHUTE TD DIRECT
ALL RUNOFF DOWNSTREAM TOWARDS ASIN FOR CONTAINMENT,
PROVIDE CHECK DAWS DOWN SLOPE AS REDUIRED.

 

ZONE B:—

V7)

DRIVEWAY CONSTRUCTION AREA TO DIRECT RUNOFF TOWARDS
ASI FOR CONTAINMENT AND TREATHENT BEFORE RELEASE.

LUNE AREA WITH ROAD BASE AS REOUIRED TD MAKE ALL WEATHER
SURFACE FOR CONSTRUCTION AND REDUCE TRACKING OFF SITE.

ZONE C:—  RoAD VERGE TO BE KEPT CLEAN AND FREE FROM SILT OR
DEBRIS. BUILDER TO CLEAN DAILY OR #5 REQURED TO ENSURE

OMPLIANCE, AREA REINSTATED UPON COMPLETION,

Hl

ZONE D:—  stneer swerT REGULARLY OR AS REQUIRED TO ENSURE ARY
SILT LOSS IS COLLECTED BEFORE ENTERING STORMWATER SYSTEM.

KJ WASHING OF ROAD IS STRICTLY PROHIBITED.

 

 

 

 

 

CONSTRUCTION MANAGEMENT PLAN

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Parernnce ten fettermonce Indcotor CONSTRUCTION MANAGEMENT PLAN DIARY
veostohun Seton oo ae sled vein aie I ei —_ ey pci aal Et LINDSAY CONSULTING °,
rejet= Operational orks
sours ot Work Ne work couched ousiy space hours without cotctoctory evidence | Principal .
of ensures token fo suppress soise and other enisions / dst Contractor- RON LOAN C7 WED 4928
— wt LOT 2, RENE STRET, NOOSALE cmt may Saas Panes (cone FA Sv ier ie
ighting No resident's complaints regarding contruction security lighting lob Ref. No: ‘until Fle Ref. Ne.
hee Ti tepinnkgey THIS DRAWING REMAINA THE PROPERTY OF
«sisting Roads No butting public reads contain soil, grovel, clay or ther such | eclar Noni Westy LINDSAY CONSULTING PTY LTD AND IS FOR
materials originating trom onsite construction activities Approx Te: ‘pr Special Event Monitoring bit describe event THE SOLE USE OF THE CLIENT. NO PART
5. Signage Ne haerad fetal nets de fe adeauecy of obsares of them Yoritore coca Te | Correstve Econ Token MAY BE USED IN PART OR WHOLE WITHOUT
= — rae Peres PRIOR EXPRESS WRITTEN CONSENT OF
6. Waste Contrt No complotts trom lca resents ond ste i Hept iy ot ol ti LINDSAY CONSULTING PTY LTD
baste Miniisoion fe scenes of an Gag onate ono watets are puseie mm CLIENT AND PROJECT DESCRIPTION
Comneas cot dhe ing song ogo ps do — RON LOGAN
rs Sou PROPOSED DEVELOPMENT
hs opened SEE i ad nn oe Ta _— LOT 2 RENE STREET
busting biosth ving ues ond wiv iy Ut, to & eas Mason NOOSAVILLE
visting nrostruture | No unplanned donoge to esting uti: ond inrostructue
12. Nen Conformances All non conformances have been reported and rectified Construction Tattc § Parking
ont The site foreman is to monitor the performance ef all construction activities and ony departure from the ‘Waste Minimisation & Recycling
fenitering Construction Management Pion control mensures is to be immediately rectifier
‘eaten Nome fiona ‘ene mmeaatay ee Ero 5 Seiten ite Enamel By DRAWING TITLE
Teipenie | These orenon b fo be vspeable fr wl ipecons nl putenance oie ortracon Fenagenn! one EROSION CONTROL
Person Flon
The site forenon bo complete the Construction Monagenent Flan Oley Undudg Enviormertel Bry tor em Venda
sediment conta on weekly boss 05 © minum. but olso offer every sgaficontranfll event (nhc
ouses site runoff) er other special event offecting the site or ony wotercourses trversing the site
Reporting |The Construction Menogenent Plan Dery ln cenjnction with the Enviermentol Dir! stall be completed Ta je lama
ad delivered to the Superintendent for recrd ond oust purposes ith each progress clon for the
constuction work SCALES
Convective The site foremon i to orronge all corrective actions, controls ond rectification octivities ond report on Sete
salons cil aeosures token in the Construction Movagenent Plon Diy
Drig. 1.100
CONSTRUCTION MANAGEMENT PLAN SURVEY DATUM
jective To comply with oll stotutery reguotione ond relesont plies, ond mince the inpoct on the Construction Inpement the etocon ond sedinentotian control measures ond oscocibted narogement plan contained
‘environment whilst corrying out construction ctivities ino sofe ond sustninoble monner. Manegenent. in the opproved plans. .
Tasks ond Actions
yasks 2 2. All earthaork stockpiles are 4s be ket moist, covered with forpoulis or otherwise deste fe
hinge ist enisins ond stored in ection which minnie the possiblity ot the sol entering the
stormwater system
wamagenent | Te tive He eorronmantol ore omuity poet of construction ocitis Prsugh onsite poodtive 5. A construction sholedoun oreo i tebe istllad of the entrance te te site to reduce arwonted ASSOCIATED CONSULTANTS
Sinan approth te consiructon processes and condequences cause ond efetl. Suceesul integration of sll am leoving the site vo veil tyres

activities will achieve ecological sustainability hich is recognized a: o balance thot integrates the

protection of ecological processes ond naturals

 

onomic de

   

pment ond mpintenance of

 

 

cultural, economic, physical ond sori wellbeing of people in commurits

 

 

Construction
Manogement

Tosks and Action

Required

The following schedule cf management strategies, tasks and actions for construction works form:
ts
included in the following schedule howe!

of

 

onstruction iesues. Irrespective of whether or not on item

 

inble monogement of site

 

the Contractor

   

shall employ best practice meosures

achieve sustoinoble outcomes ot ll times
Manogement Strategy / dion

Encure that oll

impacts ond required nininun ervironmental control meosures ond responsibilities

commancenent of any site works,

 

iturbonce of sols below the conopy of ony reto Aotion i 1

 

excluded or othe

 

rinimised in accordance with the approved plans

No dust emissions shell extend beyond the boundary of the site

of the site

No odour emissions are detectable beyond the boundor

  

  

     

  

    

   

   

 

 

the

te

off and sub contractors wotking on the site ore axare of potential environmental
before

 

vierk, including plont ond equipment meintenonce ond serviting, sholl only be carried out between the

 

point

at the nominated site

in bunded

     
 

minimise sedimer

appre an

   

  

 

 

 

 

 

 

1. A high level of site oh

b

 

 

 

 

signs of soi

entronce

they

  

 

     
  
  

d

 

   

 

 

 

 

 

 

'. Rond: butting the site and affected by the works shall be
1 whenever inspection show!

4 pover

   

 

agement technique:

includ

and Sedir

 

 

 

 

 

 

construction moter

ised cont

 

   

ernatively trans unc

her petroleum products or dangerow
areas 4 well clear of any water
any ch or stored fuels shall a

 

 

ing. tho

 

 

  

 

 

fept at regular intervals

 

1. All site stoff nnd sub contrortors sholl be directed to use the nominated shokedown entry / exif

6 required
il on on abutting rood or

ure that vermin a

 

 

  

ainers, shall either b

  

  
 
 
 
 
 

 

 

   

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

hours of 6:30am ond 63ipm Monday te Soturday inclusive, Written agreement must be provided by The and implemen

neighbouring residents it any work octivity with the potentinl to emit excessive noise is to be The Traffic shall be pr

undertoken outie the obsve mentioned hours ord even sith cuth consent, such acter ore te be cn prestart

rinsed. snc approval applicable &
5. AI equipment sholl be ocourticlly tented sith manufoctuer supplied mutter systems with ensure .

thot equa! dees tt rete anongntl Berm or exerive ase orator must be recorded in wring REVISION UST

“ “ including ony in 113 undertaken, conclusions reached and actions taken as a A [ORIGINAL ISSUE TW70B/iN
cuttylghing for the site must be designed ond locoted to ensure thot its result of same. This 4 ade available to th

not obtrusive ond drect liht sil does not olter the omenty of odjocent prepertizs administering authority
All existing ublties (roads. droinoge. electrical ond communication! on or adincent the site ore to be e sonnel are Fmances *0 the site

protected ond mointoined of oll times, with the cost of ony damage to such infrastructure to be urrence

ret by the Conroctr ervance of same

The contractor shall prepare an informative letter to

Any oreas of high sick / danger on the site ore fo be odeauntely signposted. nts/businesses adjacent the | ise cont

0. Vibration beyond the site boundary from construction octivities is to be minimised ond where there is munications tor aI working h ected timing

0 lieiood of such virotin extending bejord the boundries 40 on odng property exer, the er informatio ces rele

property evner sholl be odbised occerdingly

[enpoter Fle
140821CP.dwg
DRAWING NOMBER SHEET] REV.

14-0821-C4 LTA

 

 

 

 

 

Page 5

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

 

SEDIMENT AND EROSION
CONTROL DETAILS

GRATE TO BE GEOFABRIC
Z- WRAPPED.

 
   
  
   

<< SPACER BLOCK EARTH BUND CONSTRUCTION NOTES

1. BUILD WITH GRADIENTS BETWEEN 1 PERCENT AND 5S 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 S
KERB INLET PROTECTION 4. ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE.
NTS 5. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF CONSTRUCTION.

 
   

ROLL OF NETTING FILLED
WITH 50 TO 70mm GRAVEL. —~

 

TIONS, NOT V SHAPED.

     

TRAPPED §

 

OMENT

  
      
 
 
 
  

Va / JURF STRIPS ~| \ BATTER GRADE
Wyo, / 1:2 max.
KK

“SRS A "

   

v
UNDISTURBED

AS REQUIRED Y AREA

: CHANNEL STABILISATION J"
~ “ NOTE:—
Min. GRADE 0.25%
Max. GRADE 0.75%
MUST HAVE 4 STABILISED OUTLET.
MAYBE USED AS CONTOUR DRAINS

 

  
 
 
 
 
  

TURF FLARES TO
RESTRICT SCOURING
ALONG TURF EDGE ~

TURF STRIP

BEHIND KERB _ CAN BE CONSTRUCTED WITH
Apa OR WITHOUT CHANNEL
EADIE OF ORAIN ALL BATTER GRADES
aa 2(H):1(V) MAX
ON
Ww /
/

aN a - 300'mm min
Le ' TOTTTRIRIR GR

 

 

Wipes KEI
GRASSED FILTER STRIPS L____2 metres min. —___]_ ~
NOT TO REGULAR SCALE NOTE: ONLY TO BE_USED AS TEMPORARY BANK
WHERE MAXIMUM UPSLOPE LENGTH IS 80 METRES.
STORMWATER TREATMENT DETAILS EARTH BUND CUT OFF DRAIN

SEDIMENT FLOCCULATION

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
to 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. Il is essential that the gypsum is spread evenly over the enlire surface for efficient treatment of the turbid water.

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
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%).

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, turbidity and temperature of the stormwater. For further details 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 if up fo 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 fo be used fo 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

 

ACCEPTABLE TSS ACCEPTABLE PH DISSOLVED 0,

 

 

g/L 6.5 - 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 T

 

    

PPED SEDIMENT
TURF STRIPS

TYPICAL GRASS FILTER STRIP DETAIL

N.T.S.

 

 
 
  
  
 
 

SPILLWAY
150 M

150 MM MIN Ne MIN.
—4

 

AGGREGATE

 

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

wn

TR

   

CHECK DANS CAN BE BUILT WITH VARIOUS MATERIALS, INC SANDBAGS ANDO STRAW BALES. THE
MAINTENANCE PROGRAM SHOULD ENSURE THEIR INTEG SPECIALLY WHERE CONSTRUCTED WITH STRAW
BALES. IN THE CASE OF BALES, THIS MIGHT REQUIRE THEIR REPLACEMENT EVERY TwO TO FOUR MONTHS

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.

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.

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

 

 

  

   

  

 

 

 

 

            

 

   
 

LINDSAY CONSULTING {7
7

RPEO 4928

PH Su 792 118

 

PRIOR EXPRESS WRITTEN CONS

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

ENT OF

LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRI
RON LOGAN
PROPOSED DEVELOPMENT

LOT 2 RENE STREET
NOOSAVILLE

PTION

 

DRAWING TITLE
EROSION CONTROL

 

SCALES

 

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

14-0821-C5

 

QV 4
STABILISE STOCKPILE ® iy |
EARTH BANK yp te ee te SURFACE A }
a \ . < Wa 2 ma ey | / “NY

FLOW AL aA oe NCS

, \. a |
CA. \ TNS eee |

wNNY ANZLNSY SY ax WIS “
N SSOP III IIT SL
/ A_| ORIGINAL ISSUE 27/08/14,
DIMENT FENCE.
TOPSOIL STOCKPILE

TOPSOIL STOCKPILE CONSTRUCTION NOTES
1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION, CONCENTRATED.

WATER FLOW, ROADS AND HAZARD AREAS.
2, CONSTRUCTION ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS
3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN. HEIGHT.
4, 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 0.1
5. INSTRUCTION EARTH BANKS (STANDARD DRAWING 5-5) ON THE UPSLOPE SIDE DIVERT WATER AROUND

STOCKPILES AND SEDIMENT FENCES (STANDARD DRAWING 6-8) 1 TO 2 METRES DOWNSLOPE Fenpotar Fie

140821CP.dwg
DRAWING NOMBER SHEET] EV.

 

 

 

 

Page 6

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

 

OPEN CONCRETE BLOCKS

 

crave FILTER

SANDBAG OVERLAP

ONTO KERB 4.0m

MIN.

    
  
 
 
 
 
 
 
 
 

RUNOFF

600mm (NOM) G
BETWEEN SANO BAG
ACT AS SPILLWAY

a
THREE LAYERS OF ~~
SANDBAGS_WITH ENDS
OVERLAPPED.

DOWN STREAM GULLY PROTECTION DETAILS

NOT TO SCALE

URY THE TOP OF THE PLASTIC
IN TRENCH MIN 300mm _ DEEP.
APLE AT 150mm CENTRES.
COMPACT SOIL OVER BLANKET

 
 

  

  

 

         

 

 

 

FILL TRENCH WITH SOIL
AND COMPACT
ERLAP-B3URY UPPER END OF stab) ES. RCAC
LOWER BLANKET AS IN “A”. OVERLAP ol ee
END OF TOP BLANKET 300mm AND / "
STAPLE AT 150 CRS.
apn
CENTRELINE SECTION AT POINTS B U
B, Table

STAPLE BLANKETS
AT GRID OF
im CENTRES.

STAPLE OUTSIDE EDGES
AT 300mm CRS.

 

Ce oof

CLEAN/DIRTY DIVERSION DRAINS

VERSION DRAIN CONSTRUCTION NOTES

REMOVE ANY RO! , CLODS, STICI
EN! E THAT TOPSOIL IS AT LEAST 7:
ENSURE PLASTIC WILL BE CONTINUO!
CAREFULLY FIR
LAY FABRIC IN. “SHINGLE FASH WITH THE END OF EACH UPSTREAM ROLL OVERLAPPING THOSE
INSTREAM. ENSURE EACH ROLL IS ANCHORED PROPERLY AT ITS UPSLOPE END.

URE FULL WIDTH OF FLOW CHANNEL IS COVERED BY THE PLASTIC.

   

OR GRASS FROM THE SURFACE BEFORE LAYING PLASTIC.
m
YIN

 

    

“CONTACT WITH THE SOIL BY GRADING THE SURFACE

 
 

  
 
    

und pave
of QT
exclude material finer

  

 

RUNOFF TO BE DIRECTED TO A
REFER STANDARD D!

OR SIMILAR

SEDIMENT AND EROSIO
CONTROL DETAILS

N

 

 

 

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

 

UNDISTURBED AREA

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GEOTEXTILE _-STAKES
FILTER FABRIC. STAKES
N\
RUNOFF WATER
WITH SEDIMENT
ee
|
FILTERED GEOTEXTILE i
Wh FILTER FABRIC
WATER Epos
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 SPACIN O 1m CENTRES.

 

    

3. DO NOT COVER THE INLET WITH GEOTEXTILE UNLESS THE
DESIGN IS ADEQUATE TO ALLOW FOR ALL WATERS TO
BYPASS IT.

   
  

«, 7
Geotextile fabric, —
3idum U34 or similar

vel) to Grading
1.05,

sieve 2.36mm

a

Runoff from pad directed to sediment trap

than

TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP

Not to Scale

 

CATTLE GRID 3.0m NOM WIDTH
SET 300mm ABOVE GROUND

    

CONSTRUCTION SITE

OFABRIC FABRIC, BIDIM A34

SEDIMENT TRAP,
D-0041

 

RAWING.

TEMPORARY ENTRY/EXIT

TEMPORARY ENTRY/EXIT CONSTRUCTION NOTES

Buns

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

COVER THE AREA WITH NEEDLE—PUNCHED GEOTEXTILE.

CONSTRUCTION & 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.

 

 

    

 

DROP INLET
WITH GRATE.

GEOTEXTILE FILTER FABRIC

 

 

   

 

 

 

  

Vv
DISTURBED

AREA
VV ol

   
   

STAKES DRIVEN INTO GROUND 38

Xo 2

<y—

 

      
  

x

 

 

 

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- PORTING
GEOTEXTILE

 

 

500mm TO 6

DIRE

   

CTION OF
0mm /

 

 

600mm i IN i

KERB

 

 

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

SECTION DETAIL

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 CRI SECIRCUITION APPROX.
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 BSTITUTE FOR
THE MESH OR GEOTEXTILE PROVIDED THEY ARE PLACED
SO THAT THEY FIRMLY ABUT EACH OTHER AND
SEDIMENT LADEN WATERS CANNOT PASS BETWEEN.

 

150mm.

 

 

TION OF’ FLOW

SEDIMENT FENCE

   

   
    
  
   
 
  

    
  

1.5m TIMBER STAKES
AT MAX 2.5m CENTRES

VV

 

NOTE: POINTS @ AT SAME.
ELEVATION

~

 

Sediment Fence installed across the contour
oured concentration of flow should be avo
NOT To REGULAR SOME

 

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 SOTTOM 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 NOT SATISFACTORY.

2. JOIN SECTIONS OF THE FABRIC AT A SUPPORT PI
WITH A 150mrm_ OVERLAP.

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

 

 

   

 

PIY

LINDSAY CONSULTING {7
CA

     
     

RPEO 4928
Y

 

a
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
RON LOGAN
PROPOSED DEVELOPMENT

LOT 2 RENE STREET
NOOSAVILLE

 

DRAWING TITLE
EROSION CONTROL

 

SCALES

 

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

REVISION LIST

 

A [ORIGINAL ISSUE 27/08/14,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[Fomputer Fle

140821CP.dwg

 

DRAWING NUMBER ‘SHEET

14-0821-C6 6} A