06/0159 - Plans for final approval [As Published] · 142006.159

Page 2

a

BZ tes ZbUb 612:49 6754749936 MIDDAP: DITCHFIELD PAGE 62/a3

vane

  

Part E, Version 2.0, 4 Odlober 2006

 

INTEGRATED PLANNING ACT 1287

 
  

 

  
 

Operational &/or building work

-_
oi
assessable against a local government's planning s:;cheme =

 

 

" Completion of ali question on Part E fe mandatory for ell applications involving the assessment of opsrationa work and/or building work (Inctuolng detailed
" engineering plans and other plans, detaied engineering plans for subdivisional works and concepts! cesign plane for exgin ering & bullding woek when the spplication does
Nol involve ssseesinent of a material change of use of premises at the same time) assessable against a local govemment’s pianring scheme,

 

 

 

 

 

Nature of the application’ 1, This application is for mick one (4) or both # applicable} / - :
A developrient permit authorises fe liminary approval - provide cetsis of the type of wok 39. 1 : ’
éevelopmentlo occur, whe.a prelininery OG Prelim a eppr Provide cei aio type of wok 36. roadwork, stormwater, water aad sewerage .

 

approval isa step in the epproval process
‘gnd-does not authorise development to oceur. | °
The types of work that ara ‘assassable against
a.planning scheme are determined by the
scheme fora particular tocal government and |.*
will vary acrose the State, - boo

To deternine the types of work thai are
assessable under apartoular planning
scheme, contact the relevant local.
government. oa Lf

 

. AND/ OR .
Jaxevelopment permit - provice details of the type of work: 9, roadwork, siormweter, water and sewerage

inrasirveture, ott
j

Dive .
Storm eer
Ven arcoping

Sewer Relocation

 

 

2. Are the works subsequent to a previous development ang ‘oval?
(no ives 7 provide dots 7s of al previous approvals (eg. file references]

[MEV N® 2004 “4ZoG Axed 24/3 /oS |

|

 

 

 

 

3. is the subdivision for a canal estate?

PRNo
Cl Yes

 

Portabie Long Service Leava lovy @ [4 Is payment of a Portable Long Service Leave (PLSL) levy sppiicable to the proposal? _

- eopicebte) i BRUYES ~ compete 05

Prios fo tsuing @ development permit for the
works, the assassment manager is required o NO - 05, 68 700 not apply

 

Page 3

Q2/19/2086 12:49 9754749986 MIDDAP : DITCHFIELD PAGE 23/83 ."

INTEGRATED PLANNING ACT 1997 : . Part 5, Version 2.0, 4 Octoser 2004
by law to “sigh? en approved form. issued by | 5, _ Has the PLSL levy been paid? : : .
Oteave, which signifies that the PLSL levy oO YES- tole

has teen pad. . . _
Py NO - the applicable tovy must be paid before a developmant get mit can be given lor the warks
6. Howmuchwaspaid? . _
7. What is the receipt number of the payment?
PLEASE NOTE
This application cannet be accepted unless accompanied by Part A cf Form 4.

The assessment manager may refuse to accept an apdlication that, at the time of lodgement, fait to provide all applicable information
requested by Part A and any other relevant part of Form 4,

 

 

 

 

OFFICE USE ONLY {eppheable to esscssmant manages)

 

 

 

 

 

 

 

 

f DATE RECEWeD | REFERENGE NUMBER/S| — |
() Is @ PLSL levy applicable in this instance? : CINo (11 YES -. omplete ofi) |
(ii) Has the approved form {issued by QLeave and which signifies that the PLSL levy has been pai} been sighted by the assessment |
i manager / private certifier at tie time of lodgement of this application? (JNO: + [yes ~ provide receipt detais botow I

 

(— — | .

 

 

 

Page 4

Reseadi8~ 7-06512:24PM;

,18/87/2886 12:39 97~-54748961

+61 7 54794162

GLOBAL TESTING

# 27 8
PAGE 81/86

 

 

GLOBAL TESTING:

 

‘THE ONLY NAME IN SOILS

 

 

 

 

SOIL PROFILE REPORT
CLEENT; N.C. Olivas Pty Ltd AUTHORISED BY; —_ Jones Flint and Pike
PROJECT: Proposed Sewer Alignment, © DATE TESTED: 30/06/06 .

128-132 Gympie Terrace, JOB NO: 06/0637

Noosavilte.

Drilling Method: Jacro 105 75x, Borehole Not
. 1
Dapth (mum) Description RENET. Comments

 

SILTY SAND (SM) — Fine to medium grained,
grey, low plasticity fines, very moist, loose,

 

 

 

 

 

 

 

 

 

1000

WATERTABLE

SILTY SAND (SM) — Fine to medium grained,
prey, low plasticity fines, saturated, medium
dense. .

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CLAYEY SAND (SM) - Fine to medium
grained, grey, high plasticity fines, saturuted,
dense.

 

 

 

 

3700

SANDY CLAY (CH) - High pays ars
fine to medium grained sand, saturated,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Hole Terminated.

 

 

 

 

 

 

 

 

Page 5

Resendi8- 7-06:12:24PM;

.18/87/2885 12:39 87-54748901

 

GLOBAL TESTING

GLOBAL TESTING

+61 7 $4794162

# 4/ 8
PAGE 82/06

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THE ONLY NAME IN SOILS
SOIL PROFILE REPORT
CLIENT: N.C. Ofiver Pty Lid AUTHORISED BY: Jones Flint and Pike
PROJECT. Proposed Sewer Alignment, DATE TESTED: 30/06/06
128-132 Gympie Terrace, JOB NO; 06/0637
Noosaville.
Drilling Method: Jacro 105 75mm. Borehole No:
Depth (mm) Description
0 SILTY SAND (SM) — Fine to medium grained,
brown, low plasticity fines, very moist, loose
GILL).
1000 WATERTABLE
SILTY SAND (SM)—Fine to medium grained,
grey, low plasticity fines, saturated, loose.
1500 SILTY SAND (SM) —Fine to medium grained,
grey, low plasticity fines, sarmrated, medium
dense.
3600 SANDY CLAY (CH) — High plasticity, grey,
fine to medium grained sand, saturated, stiff,
4500 Hole Terminated.

 

 

 

 

 

 

 

 

 

Bore togsing in accordance with AS17268 - 1993 Site Investgetion Cade
IWP-SOILGRA Rav.2, 05/97

Page 6

Resendi8- 7-08:12:24PM; 381 7 54794162
* . 18/87/2886 12:39 87-54749901 GLOBAL TESTING

 

# §5/ 8
PAGE 83/86

 

 

 

 

 

 

 

THE ONLY NAME IN SOILS
SOIL PROFILE REPORT .
CLIENT: NC, Oliver Pty Lid AUTHORISED BY: Jones Flint and Pike
PROJECT: Proposed Sewer Alignment, DATE TESTED: 30/06/06
328-132 Gympie Termee, JOB NO; 06/0637
Noosaville,
Drilling Method: Jacro 105 75mm, Borehole No:
3
Depth (mm) Description vecoeer Coroments
C018)
1p? 314
0 SILTY SAND (SM) ~ Fine to medium grained, eager
brown, low plasticity fines, very moist, loose Z a
(ILL). ;

 

 

 

 

 

600 SILTY SAND (SM) —Fine to medium grained,
grey, low plasticity fines, very moist, loose.

 

 

 

 

 

 

H200 WATERTABLE
SILTY SAND (SM) — Fine to medium grained,
arey, low plasticity fines, saturated, loose.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4000 SANDY CLAY (CH) ~ High plasticity, grey,
fine to medium grained sand, saturaced, stiff

 

 

 

 

 

 

 

 

 

 

 

 

 

4500 Hole Terminated.

 

 

Bore logging in accordance with AS1728 — 1983 Site investigufion Cada
JWP-SOILOS3A Rew.2, 06/97

Page 7

Resendi8- 7-06312:24PM; 181 7 54794162 # B6/ 8
* (18/87/2886 12:39 67-54740961 GLOBAL TESTING PAGE 484/86

 

NATA ACCREDITED LABORATORY 1793
GLOB AL TESTING UNIT 6/3 COMMERCE GT, NOOSAVILLE.
PHONE/FAX 0754 740800.
THE ONLY NAME IN SOILS

DYNAMIC CONE PENETROMETER REPORT
CLIENT: N.C Oliver Pty Ltd AUTHORISED BY: .F & P

  
  
  
   
  
  
 
  

 

PROJECT: Proposed Sewer Alignment, DATE TESTED: 30/06/06
128-132 Gympie Terrace,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Noosaville. JOB No. 06/0637
BLOWS PER 100mm
DEPTH(mm)| PN1 | DEPTH(mm) | PN1 | DEPTH(mm)

00- 100 1 1500-1600 4 3000-3100
100-200 1 1600- 1700 4 3100-3200
200-300 1 4700-1800 4 3200-3300
300- 400 3 1800- 1900 3 3300- 3400 |
400- 500 2 4900- 2000 4 3400- 3600
500-600 4 2000-2100 3 3500-3600
600-700 2 2100. 2200 3 3600- 3700
700-800 4 2200-2300 4 3700- 3800
00-900 6 2300- 2400 4 3800- 3900
$00- 1000 5 2400- 2500 a 3900- 4000

1000-1100 6 2500-2600 | 24

4100-1200 6 2600-2700 | >40

1200- 1300 5 2700- 2800

1300-1400 4 2800- 2900

1400- 1500 5 2900-3000

 

 

 

 

 

 

 

 

 

ES Faby ered yt i ie. The
(qomberwe Bem ee
Eran aie nen"
PREVIOUSLY ISSUED REPORTS. an

    

DATE resten Voy...

 

Page 8

Resend{8- 7-06312:24PM;

161 7 4794162 # 7/7 8

* 18/07/2005 12:39 97-54740981 GLOBAL TESTING PAGE 685/285

 

 

GLOBAL TESTING

NATA AGGREDITED LABORATORY 1793
UNIT 6/3 COMMERCE CT. NOOSAVILLE.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

PHONE/FAX 0754 740900.
THE ONLY NAME IN SOILS
DYNAMIC CONE PENETROMETER REPORT
CLIENT: N.C Oliver Pty Ltd AUTHORISED BY: J.F &P
PROJECT: Proposed Sewer Alignment, DATE TESTED: 30/06/06
128-132 Gympie Terrace,
Noosaville. JOB No. 06/0637
BLOWS PER 100mm
DEPTH(mm) | PN2 | DEPTH(mm) | PN2 | DEPTH(mm)
00-4100 1 1500- 1600 3 3000-3100
100- 200 2 1600- 1700 3 3100-3200
200-300 ‘2 1700- 1800 3 2200-3300
300- 400 4 1800-1900 4 3300-3400
400- 500 4 1900-2000 3 3400- 3500
500- 600 3 2000. 2400 4 3500- 3600
600-700 4 2100- 2200 4 3600- 3700
700- 800 2 2200- 2300 5 3700- 3800
800-900 4 2300- 2400 4 3800- 3900
900-1000 4 2400- 2500 4 3900- 4000
1000- 1100 2 2500- 2600 13 .
1100-1200 2 2600- 2700 31
1200- 1300 3 2700-2800 >40
1300- 1400 2 2800- 2800 ‘
1400- 1500 3 2900- 3000
acogrdance mith ts terns of sccreditatign
TRIS REPORT SBALL NOT BE REPRODUCED EXCEPT ik
FULL, TTS REPORT, AS DATED. SUPERSEDES ALL fo
PREVIOUSLY ISUBO REPORTS a
Lf { g ,
AUTHORISED SIGNATORY... "Sedo DATE TESTED.247/%..
f

Page 9

18/07/2006 12:39 87-54748981 GLUE ror ara some wer

 

 

 

 

NATA ACCREDITED LABORATORY 1793
GLOB AL TESTING UNIT 6/3 COMMERCE CT. NOOSAVILLE.
PHONEIFAX 0754 740900.
nnn
THE ONLY NAME IN SOILS

@- | pyNAMIC CONE PENETROMETER REPORT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2, CLIENT: N.C Oliver Pty Ltd AUTHORISED BY: J.F & P
PROJECT: Proposed Sewer Alignment, DATE TESTED: 30/06/06
128-132 Gympie Terrace,
Noosaville. JOB No. 06/0637
BLOWS PER 100mm
DEPTHimm) | PNS | DEPTH(mm) | PN3 | DEPTH(mm) PN3

06-100 41 1500- 1600 1 3000- 3100 20
4100-200 2 1600- 1700 41 3100- 3200 9
200- 300 2 1700- 1800 1 3200- 3300 5
300- 400 4 1800- 1900 4 3300- 3400 6.
400-500 5 1900- 2000 1 3400- 3500 _§
500- 600 5 2000- 2100 2 3500- 3600 3
600- 700 4 2100- 2200 4 3600- 3700 8
700- 800 3 2200- 2300 1 3700- 3800 8
800- 900 4 2300- 2400 4 3800- 3900 8

900- 1000 2 2400- 2500 2 3900- 4000 7

1000- 1100 2 2500- 2600 2 4000-4100 7

1100- 41200 2 2600-2700 2 4100- 4200 13

1200- 1300 2 2700- 2800 2 4200- 4300 1

1300- 1400 3 2800- 2900 2 4300- 4400 10

1400- 1500 2 2900- 3000 5 4400- 4500 13

 

 

 

 

 

 

 

 

 

use iees heey a Th

pectinases
a REPORT SHALL NOT BB REPRODUCED EXCEPT IN
\TED, SUPERSEUIS ALL

DA
PREVIOUSLY SSUED REPORTS
AUTHORISED Som LL Besse DATE TESTED..63GA:

   
 

 

 

Page 10

PAGE 81/81

GLOBAL TESTING

: 4
Gua DID seen Sune Buon poo] 1 ean,
Manes of paras jroddnd add ed \ \ “ I

nn enn cee,

 

 

peynund !
MaNDREP oy ang sprit fodiend jo} ‘Poppse a poddpd
MOTE pezeonun OK “qeumMinbw , & ¢ | Peucpucgo oq 0}!
99 AAs DEOON YN aeDplOND yi ei H Guyyejxo
SUH WOLLsoLep gos, mreueire poy | \ ao! BR ie (ty
* : 4 "

 

 

   

 

L3358HLS FI

 

 

190-9 -2

SWdeese

@7-54740981

19/87/2006 11:25

 

 

 

 

 

 

GOtreLvs £ 4:

¢

1?

Page 11

GLOBAL TESTING

THE ONLY NAME IN SOILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SOIL PROFILE REPORT
CLIENT: N.C Oliver Pty Ltd. AUTHORIZED BY: — Callaghan & Toth.
PROJECT: Proposed Sewer Alignment, DATE TESTED: 18/09/06
128-132 Gympie Terrace,
Noosaville. JOB NO: 06/1014
Drilling Method: Jacro 105 75mm Borehole No:
4
Depth (mm) Description PENET. Comments
(btows per
100mm)
1 2 3 4
0 SILTY SAND (SM)- Fine to coarse grained, on ae <tye
dark grey, moist, loose. i fo
100
200
300 SAND (SP)- Fine to coarse, pale brown, moist,
loose.
400
500
600
700
800
900
1000 WATER TABLE.
1100 SILTY SAND (SM)- Fine to coarse grained,
dark grey, saturated, toose.
3000 SILTY SAND (SM)- Fine to coarse grained,
dark grey, saturated, dense.
3600 SANDY CLAY (CH)- High plasticity, grey, fine
to medium sand, saturated, stiff.
4500 Hole Terminated.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Bore logging in accordance with AS1726 — 1993 Site Investigation Code
JWP-SOIL.033A Rev.2, 05/97

Page 12

> GLOBAL TESTING

THE ONLY NAME IN SOILS

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SOIL PROFILE REPORT
CLIENT: N.C Oliver Pty Ltd. AUTHORIZED BY: = Callaghan & Toth.
PROJECT: Proposed Sewer Alignment, DATE TESTED: 18/09/06
128-132 Gympie Terrace,
Noosaville. JOB NO: 06/1014
Drilling Method: Jacro 105 75mm Borehole No:
. 5
Depth (mm) Description PENET. Comments
(blows per
100mm)
1] 2[3 [4
0 SILTY SAND (SM)- Fine to coarse grained, Er vo
dark grey, moist, loose. ‘
100
200
300
400 PEAT- Dark Grey.
500
600
700
300 SILTY SAND (SM)- Fine to coarse grained,
pale grey, moist, medium-dense.
900
1000 WATER TABLE.
1200 SILTY SAND (SM)- Fine to coarse grained,
grey, saturated, medium-dense.
2700 CLAYEY SAND (SC)- Fine to coarse grained,
grey, high plasticity fines, saturated, dense.
3700 SANDY CLAY (CH)- High plasticity, grey, fine
to medium sand, saturated, stiff.
4500 Hole Terminated.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Bore logging in accordance with AS1726 — 1993 Site Investigation Code
JWP-SOIL.033A Rev.2, 05/97

Page 13

 

 

 

 

NATA ACCREDITED LABORATORY 1793
GLOBAL TESTING UNIT 6/3 COMMERCE CT. NOOSAVILLE.
PHONE/FAX 0754 740900.
ee ]
THE ONLY NAME IN SOILS

DYNAMIC CONE PENETROMETER REPORT
CLIENT: N.C Oliver Pty Ltd. AUTHORISED BY:Lex Toth

 

PROJECT: Proposed Sewer Alignment, DATE TESTED: 18/09/06
128-132 Gympie Terrace,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Noosaville. JOB No. 06/1014
BLOWS PER 100mm
DEPTH | PN | DEPTH | PN ; DEPTH DEPTH
(m) 4 (m) 4 (m) (m)

0.0- 0.1 1 2.5- 2.6 2 5.0- 5.1 7.5- 7.6
0.1- 0.2 1 2.6- 2.7 3 5.1- 5.2 7.6- 7.7
0.2- 0.3 1 2.7- 2.8 3 §.2- 5.3 7.7-7.8
0.3- 0.4 1 2.8- 2.9 3 5.3- 5.4 7.8- 7.9
0.4- 0.5 1 2.9- 3.0 4 5.4-5.5 7.9- 8.0
0.5- 0.6 1 3.0- 3.1 >40 |} 5.5-5.6 8.0- 8.1
0.6- 0.7 1 3.1- 3.2 5.6- 5.7 8.1- 8.2
0.7- 0.8 1 3.2- 3.3 §.7-5.8 8.2- 8.3
0.8- 0.9 1 3.3- 3.4 5.8- 5.9 8.3- 8.4
0.9- 1.0 1 3.4- 3.5 5.9- 6.0 8.4- 8.5
1.0- 1.1 1 3.5- 3.6 6.0- 6.1 8.5- 8.6
1.1- 1.2 4 3.6- 3.7 6.1- 6.2 8.6- 8.7
1.2- 1.3 1 3.7- 3.8 6.2- 6.3 8.7- 8.8
1.3- 1.4 1 3.8- 3.9 6.3- 6.4 8.8- 8.9
1.4-1.5 1 3.9- 4.0 6.4- 6.5 8.9- 9.0
1.5-16 2 4.0- 4.1 6.5- 6.6 9.0- 9.1
1.6- 1.7 3 4.1-4.2 6.6- 6.7 9.1- 9.2
1.7-1.8 3 4.2- 4.3 6.7- 6.8 9.2- 9.3
1.8- 1.9 3 4.3- 4.4 6.8- 6.9 9.3- 9.4
1.9-2.0 2 44-45 6.9- 7.0 9.4- 9.5
2.0- 2.1 2 4.5- 46 7.0- 7.1 9.5-9.6
2.1- 2.2 2 4.6- 4.7 7.1- 7.2 9.6- 9.7
2.2- 2.3 2 4.7- 4.8 7.2- 7.3 9.7- 9.8
2.3- 2.4 2 4.8-4.9 7.3- 7.4 9.8- 9.9
2.4-2.5 2 4.9- 5.0 TA TS . 9.9- 10.0 :

AUTHORISED SIGNATORY......4.200sid..000.. Zan DATE TESTED..'c. [S015

 

 

 

Page 14

 

 

 

 

NATA ACCREDITED LABORATORY 1793
GLOB Al, TESTING UNIT 6/3 COMMERCE CT. NOOSAVILLE.
PHONE/FAX 0754 740900.
a
THE ONLY NAME IN SOILS

DYNAMIC CONE PENETROMETER REPORT
CLIENT: N.C Oliver Pty Ltd. AUTHORISED BY:Lex Toth

 

PROJECT: Proposed Sewer Alignment, DATE TESTED: 18/09/06
128-132 Gympie Terrace,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Noosaville. JOB No. 06/1014
BLOWS PER 100mm
DEPTH | PN | DEPTH | PN | DEPTH DEPTH
(m) | 5 | (m) | 5 | (m) (m)

0.0- 0.1 1 2.5- 2.6 7 5.0- 5.1 7.5- 7.6
0.1- 0.2 1 2.6- 2.7 12 §.1- 5.2 7.6- 7.7
0.2- 0.3 1 2.7- 2.8 20 §.2- 5.3 7.7-7.8
0.3- 0.4 1 2.8-2.9 | >40 | 5.3-5.4 7.8- 7.9
0.4- 0.5 2 2.9- 3.0 54-55 7.9- 8.0
0.5- 0.6 3 3.0- 3.1 5.5-5.6 8.0- 8.1
0.6- 0.7 4 3.1- 3.2 5.6- 5.7 8.1- 8.2
0.7- 0.8 4 3.2- 3.3 5.7-58 8.2- 8.3
0.8- 0.9 5 3.3- 3.4 §.8- 5.9 8.3- 8.4
0.9- 1.0 5 3.4- 3.5 §.9- 6.0 8.4- 8.5
1.0- 1.1 5 3.5- 3.6 6.0- 6.1 8.5- 8.6
1.1- 1.2 6 3.6- 3.7 6.1- 6.2 8.6- 8.7
1.2- 1.3 5 3.7- 3.8 6.2- 6.3 8.7- 8.8
1.3- 1.4 5 3.8- 3.9 6.3- 6.4 8.8- 8.9
1.4- 1.5 6 3.9- 4.0 6.4- 6.5 8.9- 9.0
1.5-1.6 5 4.0- 4.1 6.5- 6.6 9.0- 9.1
1.6- 1.7 4 4.1- 4.2 6.6- 6.7 9.1- 9.2
1.7-1.8 5 4.2-4.3 6.7- 6.8 9.2- 9.3
1.8-1.9 4 4.3-4.4 6.8- 6.9 ‘| 9.3- 9.4
1.9- 2.0 4 4.4-4.5 6.9- 7.0 9.4-9.5
2.0- 2.1 5 4.5- 4.6 7.0- 7.1 9.5- 9.6
2.1- 2.2 4 4.6- 4.7 7.1- 7.2 9.6- 9.7
2.2- 2.3 4 4.7- 4.8 7.2- 7.3 9.7- 9.8
2.3-2.4 5 4.8- 4.9 7.3- 7.4 9.8- 9.9
2.4- 2.5 6 4.9- 5.0 ooo 9.9- 10.0

AUTHORISED SIGNATORY..-4z.. foslastbbconseegeresveseee DATE TESTED..c. acct

 

 

 

 

Page 15

“MU 266¢2 ¥3U¥ WLOL

HOUTA JO ALNNOD
NILN¥YM31 30 HSI8¥d
OW NO 6% E -1 S£07

 

 

Wag

THN

14d3YLS

 

 

 

 

 

 

-

 

 

 

4
!
i
An
deep wp [i
nai
d wt
sR.
Mi —
san |
— SCS

so

pS:@l 9882/60/29

TP@6PLbS

28 BONd

Page 16

VOUS 6Y¥UU LU-00 Pada NUUDA LUONULL PIN auur

*

 

 

SS Metehn Facsimile Transmission

File No: — Streets/Mill St Noosaville '
Date: Wednesday, 6 September 2006
Lo Fax No: 07 54749041
To: -Callaghan & Toth

Attention: Allister Hayries

From Wayne Brogden, Team Leader - Technical 1 Support
Phone No: 07 $4495214 Fax No: . 07 54471062
Re: ___Sewer Crossing at Mill Street, Noosaville

 

T refer to your facsimile dated 1 September 2006 requesting permission for open excavation of
Mill Street, for sewer crossing, with appropriate backfill and lean mix.

T advise that open trenching as outlined in your facsimile is approved.

Yours faithfully

 

Wayne Brogde

 

BIC Mike Froude for info.

 

IMPORTANT  AND LEGAL PRIVILEGE NOTICE: :
The information contained in this feesimile message is CONFIDENTAL and may be subject to legal privilege. If you are
not the intended recipient, you are notified that any use of this message is prohibited. If you received this message in error,
. please notify us immediately by telephoning 07 54495200 and destroy the original.

Page: lof! aow e:\docune~]\aowilocals~/\temp\document! doe

Original to follow: No

NOOSA COUNCIL 9 Pelican Street TEWANTIN (PO Box Tat TEWANTIN 4565)

“Ph 07 5449 $200 Fax 07 $447 1062 __ [email protected]

Page 17

 

 

 

 

 

 

SITE LOCATION PLAN N.T.S.

 

DRAWING JNDEX

 

SEWER NOTES:

 

2. Alignment unless otherwise noted sh

PIPELINES t

1. All sewers are to be 150mm dio. UPVC Class “SN8” — AS1260 — rubber fing jointed
unless noted otherwise. For sewers deeper than 3.0 metres, uPVC Class 12 pressure
pipe to AS1477 sholl be used. **Inside edge of Closs 12 pipe to be chamfered to
provide a smooth transition of flows when used in conjunction with other ‘Classes of
pipes ond fittings.

 

be

1.50m inside front boundary of allotments !
= 1.50m inside rear boundary of allotments |
- 1,.00m from side boundary of ollotments \

 

3. Bedding for pipelines shall be woshed Smm—10mm screenings or Mary River Sand

with a minimum of 75mm below ond above pipes.
{n coastal sand terrain, excavated moterial may be used for bedding subject to the
opproval of the Shire Engineer.

4, Minimum cover for sewer pipes shall be 0.9m for allotments ond footpaths and

1.2m for roadwoys. Unless stated otherwise on plans. |

HOUSE CONNECTION BRANCHES
Determination of Invert Level of House Connection Branches
The following criteria are to be taken into account when setting the invert level of an
House Connection Branches
Depth to Inspection invert opening shall be between 0.6m and 1.5m;
— Inspection opening shall control the allotment at a grade of 1 in 60 with
300mm cover at head of drai

 

 

 

§. House connection jump—ups on sewers deeper than 2.0m shell be “Sugdon” fibreglass
reinforced drop junctions.

7. All H.C.B. to be Type A, P or F or MH Stub ond constructed
in accordance with Noosa Council Stendard Drawing 9821H.

 

8. All work on existing sewers to be performed by Contractor unless otherwise directed by.
the Woter and Sewerage Works Manager and actual cost including .lcbour ond materiats shall
be met by the developer.

 

9. Pumping stations shalt be installed in accordance with NC Std Dwg Nos. 9823
to 9830, 9832 to 9841.
Rising moin marker shal be installed in accordence with NC Std Dwg No 9842B.

10. Manholes shall be pre-cost 1070mm dio. unless otherise noted and constructed in
accordance with NC Std Owg Nos. 9822C, 9843 ond 984A. They ‘are to be fitted with
600mm dia ductile iron cover and frame. Hoverstock (LA6000) or ‘equivatent.

 

41. The FSL shown on Sewer Plons & Sewer Longitudinal Sections is the Finish Lid Level of Manhole.

However the Finish ground Levels should be confirmed with the inspector before
work commences & adjustments mode if necessary to leave Monhole Lid just proud
in lots and flush with footpath when in walking creas, 4

12. Sewer inspection shafts shall be constructed in accordance with nt Std Dwg No 9843 and 9849,

They ore to be fitted with 600mm dia ductile iron cover and frame.
Haverstock (LA600D) or equivalent.

 

 

 

MCHIEB2
|

 

 

    

 

 

 

— Depths in excess of 1.5M are not acceptable; ALEXANDER DAVID TOTH
= — are to extend o minimum of 1.0 metres into property; REGISTERED PROFESSION.
oie | SITE PLAN & SEDINENT/EROSION CONTROL ~- are to be 100mm diameter unless noted otherwise; ENGINEER QLD A SSIONAL
0619-3 SEWER LONGITUDINAL SECTION - 1.0. inspection shoft to be extended to 300mm below finished surface level
(HCB type P and F only); .
- marker tape shall extend from the |.0. to the surface level. .
PHONE 54554245 |
| % i
1
I
; LEGEND:
SEDIMENT FENCE OR CONTOUR MOUND TO OETAIL
° LOCATED AS DIRECTED BY SUPERINTENDENT
2 {ERECT BEFORE EARTHWORKS)
>
8 KERB INLET SEDIMENT TRAP TO IPWEAQ D004)
REQUIRED DURING CONSTRUCTION 1
7 165
SPIT3769 £G
©
w
3
165 gs 2 5 i
91/3769 \ 3% 5 '
3

SEDIMENT é& -EROSION CONTROL CHECK LIST

 

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/11 Sunshine Beoch Road

{ NOOSA JUNCTION 4567
Ph: 54749081 Fox: 54749041

 

 

 

 

 

 

 

= www.callaghonandtoth.com.au
designed [ADT | datum AHD
drawn BM PSM 75737
checked | AH | Origin (B.M.) RL 1.433
approved
SURVEYED BY

JONES FUNT & PIKE

PHONE 54432500
Nr

——————
project

PROPOSED SEWER DIVERSION
FOR UNIT DEVELOPMENT AT
128-132 GYMPIE TERRACE

Nr

SS
Client

NC OLIVER PROPERTIES PTY LTD

 

SITE PLAN &
SEDIMENT/EROSION CONTROL

Ng
[$<

LOTS 12 3 & 9 on MCH3881

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE

 

 

SEDIMENT FENCE SECTION

Place on the toe of all fill batters

where shown or directed by the Engineer.
These fences are not to be used

for concentrated flows with catchments
greater than 2000 sq. m.

 

 

ISSUE MANAGEMENT COMMITMENT CO
OBJECTIVE / TARGET Comply with all stotutory regulations and maintain ( SCALE )
them during earthworks/construction. -
Comply with the erosion and sediment control plan. O_ 5 10 15__ 2025 Weters 50
- ae an scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water 1:1000(A3) 00_NOT SCALE FROM THIS DRAWING

land flows as shown on plan. Provide barriers ond other
measures shown on the plan to intercept storm water flows
at the end of table drains, ond intercept sediments

before reaching gullies.

 

STRAINER WIRE

TOP & BOTTOM

FILTER FABRIC FIXED TO FENCE
AND EMBEDDED INTO

 

TASKS / ACTIONS

Erect sedimentation borriers os shown on the plons
before commencing earthworks or drainage improvements.
Place rock weirs in toble drains as soon as the drains
ore cut.

 

GROUND MIN. 200mm

PROVIDE OVERFLOW WEIR 0.5 WIDE

FLOW WHERE BACKUP FLOW IS

PERFORMANCE INDICATORS

Site foreman to check that sediment fence and rock weirs
are trapping the flows after rain. Ensure no bypass occurs.
i

 

 

LIKELY TO OVER-TOP WEIR

STAR PICKET OR SO x SO HW STAKE

FREQUENCY / DEADLINE

Site forermcn shall monitor performance and repair damage
after every storm until grass is established. Sedinent shall
be removed before it reaches overflow level.

 

 

1. Provide turf protection to batters subject to

RESPONSIBLE PERSON

 
 

The Principal Contractors foreman shall be

responsible for inspections.

 

catchment lengths greater than 3m.
Loy continous strips @ 3m centres along contour lines.

 

REPORTING / REVIEW

Site Foreman to advise workers: if they notice any
barrier requiring repeic, report it to foreman.

 
 

 

2. Check & repair structures after every storm.

3. Remove sediment fence only after new grass is established.

 

CORRECTIVE ACTIONS

Site foreman is to repair any damaged barriers
daily. Replacements are to be purchased os required.

 

 

 

USE ONLY DIMENSIONS PROVIDED

a
REVISIONS

 

ion details date

 

 

 

 

 

 

 

 

 

\ A

(OS
FILES

 

 

COMPUTER DIRECTORY
E\KEAYS\JOBS\CT\0619

 

 

 

 

Sheet 1 of 3 sheets
drawing number

0619-01

 

 

 

 

 

XQ date 27th Sept 2006

 

 

 

 

Page 18

 

 

 

 

 

W100

 

 

ARRANGE FOR COUNCIL 70 APPROVE |
LOCATION AND TIMING OF WATER SUPPLY a
OUTAGE. REPLACE Sm OF AC WATER MAIN
WITH CLI6 PVC FROM HYDRANT TO NEW
GIBAULT JOINT PRIOR TO SEWER EXCAVATION.|

 

 

= {|

 

 

ROAD CROSSING TO NC STD
DRG 9813 WITH SAND BACKFILL,

NvO2/01/02,
450mm LEAN MIX & SQmm AC. Po (02/01/02) )

REINSTATE KERB AS REQUIRED. w ll

 

 

 
 

W100 —————- W100

 

| \ CHECK INVERT LEVEL OF

 

 

 

 

 

 

 

 

 

REMOVAL TO

 

MINIMISE EXISTING TREE
EXCAVATION WIDTH.

 

 

 

 

 

 

 

 

 

STAY EXISTING
OURING EXCAV:
BACKFILLING

 

 

 

 

       

   

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ly
NvO2/01 {01 < 3
S117 P) HOB MH =)
0/S 8.1
1.25
iL -0.65
nvo2/01/00 s
SL art 2 HB TYPE 6
2 o/s 2.0
| = COVER 1.50
CH 35.53
CORE DRILL AND EPOXY NEW be 4
INTERNAL BACKDROP. TO ty Il
MANHOLE (TO NSC STO DRG ty i 9
9822). COUNCIL TO SEAL
EXISTING SEWER INTERNALLY || 5 MCH3881
WITH ALUMINIUM PLATE AND Y) s
EPOXY, | a3
44 lt
ill
|
48
| 3
IL
My yy
et
yo FH
LEGEND:
_
aa SER EDGE OF BITUMEN —_—
_
=acnzccs=  EXTG KERB & CHANNEL | —_—_
sud ee
~OP—S— EXISTING SEWERAGE MAN
NEW SEWER PIPE
a EXISTING CONCRETE DRIVEWAY OR PATH
= 52 PROPOSED FINISH SURFACE LEVEL
)
Co NATURAL SURFACE LEVEL
sw EXISTING STORMWATER
sw PROPOSED STORMWATER
wi00 EXISTING 1006 AC WATER MAIN (LOCATE PRIOR 70 WORKS)
w EXISTING 6756 RCP SALINITY LINE (LOCATE PRIOR TO WORKS)
E—og— EXISTING UNDERGROUND ELECTRICITY & LIGHT POLE (LOCATE PRIOR TO WORKS)

 

T

 

RIKI IHN

EXISTING TELSTRA (LOCATE PRIOR TO WORKS)
EXISTING VEGETATION

4 SALINITY LINE PRIOR TO /
: SEWER WORKS. MINIMISE DAMAGE TO REMOVE ONE EXTG
TREE ROOTS DURING MANHOLE ASPRO TO TIP
4 CONSTRUCTION & BACKFILL TO
‘ % SATISFACTION OF NC
REMOVE Two ExIG =f WSCWM, MIKE FROUDE PH
SEWER MANHOLE ASPROS 10 TIP; 54495288. RESTORE WITH
& BACKFILL TO { Nv02/01/0- € JURF TO ORIGINAL STATE,
SATISFACTION OF NC | SL1.17 S 7
WSCWM, MIKE FROUDE PH ‘ ~ :
54495288. RESTORE WITH € Nv02/01/05 2/03/02
TURF TO ORIGINAL STATE. SL_1.33 SL_133
> a Oks, }
= lap
LIGHT POLE qe LL IT HCB MH STUB
ATION AND | o/s 2.0
: COVER 1.65

= \
PH

HCB TYPE F

 

 

 

 

 

COVER 3.65
CH 46.50

 

1
MCH3881

3 ofS 2.0
g = — COVER 1.65
=~ 7 \ ,
\ | {p P emt a \ orPsa088
C \
Ko o/s, 42 \ LOCATE AND CHECK INVERT
C8 MH STUB iL 0.10 {LEVEL OF EXISTING UNITS HCB
O/s 42 PRIOR TO SEWER WORKS.
ts 1.47 ove age 8 CONNECT EXISTING UNIT HCB
or COVER 1.65 .TO NEW 1508 MH STUB,
CH 15.72 COUNCIL TO SUPERVISE LIVE
elo” 3 (CUT IN WORKS.
COVER 1.65 MCH3881 t
CH 57.25 1
2 i
MCH3881 EDGE OF PROPOSED
DRIVEWAY
za
2, 2
z Oo 2 '
a \2 e 1
3 & \ L— e®
-s
GD ;
Ne
2.00 < ONT
CH é TANDSCAPED BANK
ee G
2 RA
\ es Pea TER
evo’
ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QL) No. 6089
PHONE 5455 4245 ,
'
|
NOTES: } | |

Nv02/01/02 ;
= \@B™ Ls aC Wy
41! HGB TYPE B

o
2,
Y

€ ———- ¢ ————_ rr

 

 

ts ana a

 

 

 

 

 

 

 

 

(~ Callaghan & Toth )

Civil, Environmental &

Q \ Hydraulic Engineers

i 2/11 Sunshine Beach Rood
Ny NOOSA JUNCTION 4567

tN Ph: 54749081 Fax: 54749041

wrw.collaghanendtath.com.au

 

 

designed | ADT | datum AHD

drown BM
7 PSM 75737
checked | AH Origin (B.M.) RL 1.433

 

 

 

 

 

approved
SURVEYED BY
JONES FUNT & PIKE

PHONE 54432500
SL

 —N

project
PROPOSED SEWER DIVERSION

FOR UNIT DEVELOPMENT AT
128-132 GYMPIE TERRACE

\. 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LN
Client

NC OLIVER PROPERTIES PTY LID

Ld)

 

 

 

 

 

 

 

 

EXISTING SEWER HCBS 10 BE ABANDONED, CAPPED AND SEALED

( ™
title

SEWER LAYOUT PLAN
MO

oS

LOTS 12 3 & 9 on MCH3881

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE

NS

nije
SCALE

 

0.25 5 7.5 10 125 Meters 25

 

scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:500(A3) 00 NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED

Nr re

$<
REVISIONS

 

{ment| revision details date

 

=f? .

 

 

 

 

 

 

 

\ /

(ere =r =")
FILES

 

 

COMPUTER DIRECTORY

 

C:-\KEAYS\JOBS\CT\0619

 

 

 

Sheet 2 of 3. sheets

 

drawing number

0619-02

 

 

 

 

date 27th Sept 2006 SS

 

 

 

 

Page 19

 

 

 

 

&) Ce) &)

Cs) CG)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MANHOLE/END NAME
MANHOLE TYPE = z = Z 2
LID TYPE a a SB B BS
JUNCTION LINE g3
MH DROP TYPE a <x <= x <
HOUSE CONNECTION Bls gifs a
INVERT LEVEL 3|s s|s 5
mS] a3 mS
g|2 Eid 35
HC TYPE = Se
== =zj}=x 7H)
=| = =) =
HC LOT No al. cule Q;
el— ele S
CH. FROM D/S MH giz sis 3
sis sls Ss
rr
Bs) BE &
Sal |RaQ x
| oe — rt =
sy g s 5 = a
Gx) lat > =
MH! Se =
sav |888 B
so NS 28 S
Be | oe]
re he |
| ___3
Pe
DATUM RL_-10.00
DIAME TER/CLASS 150 CLi2} 150 SN8 | 150 SNé | 150 SNB
GRADE % 0.67% 0.67% 0.67% 125%
GRADE 1: X 1: 150 | 1: is0 [1:50 | 1: 80
JUNCTION INVERT LEVEI
a|r cu o o So
DEPTH TO INVERT 22 = 8 5 B
om) oo ou ou a a
ofp cules aia ole =
INVERT LEVEL Dios S| | + s|3 a
or Sever s8 so 5 38 3
go QoQ a
level ne ee ee 3
S > 3 re g
RUNNING CHAINAGE BS] 20.2479) 51.293 v4] 21033 9] 19125
° a aq a a

 

 

 

 

 

 

 

 

LINE

LEGEND:

MPP POO PIT TO N.C. STANDARD DRG 4844C

MHO6 600 @ PRECAST MANHOLE

MH11 1050 @ PRECAST MANHOLE
VMH11 1100 ¢ PRECAST VACUUM MANHOLE

A

LEXANDER DAVID TOTH

ISTERED PROFESSIONAL
REENGINEER QLD No. 6069 |

 

NOTES:

MAXIMUM HCB DEPTH 1.5m FOR COUNCIL APPROVAL
ANY HCB8'S DEEPER THAN 1.5m TO BE ADJUSTED
TO COUNCIL'S SATISFACTION

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/11 Sunshine Beach Rood
NOOSA JUNCTION 4567

Ph: 54749081 Fox: 54749041
www.callaghenandtoth.com.au

 

 

 

 

 

 

 

 

designed | ADT | datum AHO

drown {8M | PSM 78737
checked | AH | Origin (BM) RL_1.433
opproved

SURVEYED BY

ONES FUNT & PIKE
PHONE 54432500

ee
C—O TY

project

PROPOSED SEWER DIVERSION
FOR UNIT DEVELOPMENT AT
128-132 GYMPIE TERRACE

eS

a
Client

NC OLIVER PROPERTIES PTY LTD

ce

$$ SO
tile

SEWER LONGITUDINAL SECTION

Mer innenal
—————_—_r

LOTS 1 2 3 & 9 on MCH3881

Parish: of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE

\

SCALE

 

oO i 2 3 4 5 Meters 10
LSS SSS
0 10 20 30 40 SO 100

4:200 VERT ‘SCALE SHOWN IS ORIGINAL ORATNG SCALE
1:2000 HORIZ 00_NOT SCALE FROM THIS DRAWING

(USE ONLY DIMENSIONS PROVIDED

 

 

 

 

 

 

 

REVISIONS
iment revision detoils dote
Pe *
\. A

 

 

 

AN
FILES

 

COMPUTER DIRECTORY

 

C:\KEAYS\ JOBS\CT\06 $9

 

 

 

Sheet 3 of 3. sheets

 

drawing number

0619-03

 

 

 

 

Ke date 27th Sept 2005

 

 

 

 

Page 20

 

ABN 97 969 214 121

 

WATER & SEWERAGE WORKS
PAY-IN SHEET / TAX INVOICE

Please present to Cashier when making payment

 

GST

Water/Sewerage Plan Examination
2005/06 - $60 (W) $80 (S) per lot

Water/Sewerage Field Inspection

 

    
      
     

JOB DESCRIPTION

32/585/144106

32/586/144109

 

2005/06 $60 (W) $80 (S) per lot N/A
Live Sewer Inspection (2005/06 $140.00) N/A 14-0

     

 

32/586/144109

 

 

| CCTV Inspection (2005/06 $5.00/lineal m)

Checking as-constructed data (2005/06 $120)

      
     

32/588/144126
32/586/144109

 

Water Connections (incl. relocation of meter)
Water Meter Testing - $54 (2025) $272 larger

N/A
| NA
PRIVATE WORKS & OTHERS

Water

 

Sewerage N/A

      
 

30/616/511800
30/589/511805

     
 

 

    
       
    
 

 

30/590/511811
30/591/345105

 

  
 

W&S Design Standards
Lock & Weir Key (Receipt Type 214)

 

 

 

      
 
  

31/593/171143
31/214/162563

  

 

 

 

   

 

 

< a ray
ame | WC Ohuser  Properticr P | jo ~ Date Paid: / fee
7 To Hh 2 | n otal GST $§ -—— 2
ee - Receipt No: 237 THR.
— ob[e - eF Total incl. GST $ A faA+ SO Cashier - please return form to W&S Section
GAWORD! an Payment Schedule green - gq & fax templates.doc

       

 

 

 

ly+ Qeob- O14 |

 

Page 21

ABN 4297969214121
Noosa Council
9 Pelican Street

TEMANTIM QLD 4565
= 07 3447 5200 Fax 07 S447 1062

Emaal: mai lboxG@nousa. qid. gov. all

& 10si6
72220001 Terminal 126627

 

HOOSA HEADS

QLD 4567

Details Amourrt
wtr/Sew Flan Exast 710. 06
Live Sewer Inspect $42.50
Live Sewer Inspect 140,00

  
 

CCTV Inspection
BA. No GST Div 1
44, 2006. 159.4

Total Value:

Tendared
Cheque

Change

 

Fay your rates by phoning 1300 880 250

or online at www. noosa. gid. gov. al