smart eda€¦ · smart eda id: 1462417961384 , your reference id: da-2016-43 history detail...

Smart eDA (http://www.smarteda.qld.gov.au) Page of 1 1 September 19, 2016, 11:24 AM

Initiator: RPS Australia East Pty Ltd Recipient: Mackay Regional Council

Information response provided16/09/2016 1:29:05 PM

Smart eDA

Smart eDA ID: , Your Reference ID: 1462417961384 DA-2016-43

History detail

Description Fiona Smith (Mackay) provided an information response.

Response N/A

Attachments

20160916 ltr to MRC IRR 131706-1 (Upload) Information Response: View

01 MRC DN Operational Works OW-2010-64Information Response:

Stormwater 11.08.2010 (Upload) View

02 Stormwater Management Plan Hydro-TechInformation Response:

Designs (Upload) View

03 Email Sewer DA-2016-43 Meadow Street ROL 1Information Response:

into 2 quoted job 5.66292 receipt 2658461 (Upload) View

04 Sewer As Con Plan 3781_001 D Frier 20.11.2012Information Response:

(Upload) View

05 PR131706-1-L-CD-MEADOW_REV02 (Upload) Information Response:

View

06 PLANT SELECTION 131706-1 (Upload) Information Response: View

07 2016.07.28 131706-1-S01A (Upload) Information Response: View

08 RBA Building Inspection Certificate - footingsInformation Response:

(Upload) View

09 Email from RBA re relaxation not requiredInformation Response:

(Upload) View

10 SP281919 (Upload) Information Response: View

sarahwe

Received (Manual Date)

Our Ref: 131706-1 MRC Ref: DA-2016-43 eDA Ref: 1462417961384 Date: 16th September, 2016 Attn: Darryl Bibay

Shane Kleve The Chief Executive Officer Mackay Regional Council PO Box 41 Mackay Qld 4740 Via: eDA Dear Darryl & Shane, RE: RESPONSE TO INFORMATION REQUEST RECONFIGURATION OF A LOT - 1 URBAN RESIDENTIAL LOT INTO 2 LOTS

37 MEADOW STREET, NORTH MACKAY QLD 4740 LOT 51 ON M9173

Further to your letter dated 13th June, 2016 (received eDA 14th June, 2016) requesting further information in relation to the above application, on behalf of the applicant we advise as follows:

Stormwater for 51 Meadow Street North Mackay was previously assessed and conditioned under the Dual Occupancy Approval (Condition 13). It is sanctioned that the collection and fall from the 2 storey dwelling will disperse to the kerb of Meadow Street. Refer to:

OW-2010-64 Operational Works - Stormwater issued 11th August, 2010:

;.and Site Based Stormwater Management Plan for Lot 51 Meadow Street, North Mackay Ref: DA-

0095-SW-Revision C (Approval) Page 3 of 12 4.4 Lawful Point of Discharge There is no defined lawful point of connection to this site. It is proposed to discharge all new building and carport roof water to kerb and channel in Meadow Street via a subsurface wet pipe system. Existing roof water to discharge as is. New driveway’s surface will be constructed of a permeable material to reduce runoff co-efficiency and velocities. Remaining site and landscaped areas to naturally sheet fall to rear.

Further to discussions and correspondence with Desley Strohfeldt, Rene Vandenberg and Ron Bailey of Mackay Water; Ron Bailey confirms the Sewer services for 51 Meadow Street were upgraded in November, 2012. Refer to the email and As-con sketch (D Frier 20.11.2012) provided. Ron Bailey confirms no further upgrade or change to the current situation is necessary. As con excerpt for existing sewer services at proposed Lot 511:

As con excerpt for existing sewer services at proposed Lot 512:

Ron Bailey advises that Jenny Cameron sought permission directly from 4 Hicks Street to access the SE corner of her site and provide the new HCB for the house on Proposed Lot 512. Permission from 35 Meadow Street was obtained verbally by D Frier on-site 20th November, 2012 as the work required at the point of the existing line was very close to the verge, therefore access to the site was not compromised. Ron Bailey confirms no further upgrade or change to the current situation is necessary.

Ron Bailey confirms that the Sewer Infrastructure for the house at the front of the lot was upgraded at the same time as a new connection was arranged for the rear house. Refer to the email and As-con sketch (D Frier 20.11.2012) provided. This information was not previously available or adequately reflected on mimaps. Ron Bailey confirms no further upgrade or change to the current situation is necessary.

~ ~ ~ ~ ~ ~ Notice of Minor Change

1. Provision of Landscape Plans to be included for assessment and approval.

Refer to RPS Plans PR131706-1-L-CD-MEADOW_REV02 provided.

2. Survey Sketch to confirm location of existing dwelling in relation to rear boundary. Refer to RPS Plan 2016.07.28 131706-1-S01A provided. Survey indicates the OMP South East is 2.25m, South West is 2.21m and East 2-2.22m. Refer also to comment at Advice response 2 & 3 below. The Surveyors were engaged to undertake the Field Survey earlier as RBA had queried the same matter. RBA’s inspection certificate with signature and date 09.04.2014 was marked up with black handwriting for a second inspection ‘problem not as per plan’ 08.06.2016. RBA have since reviewed the Sketch Plan of Confirmed Survey and confirm no relaxations are required. Refer to comment at Advice response 2 & 3 below.

3. Exchange Proposal Plan for Survey Plan. Refer to RPS Survey Plan SP281919 provided. It is considered that the abovementioned changes meet the definition of a “minor change” in section [s 351 1] of SPA as they would not:

result in a substantially different development; require the application to be referred to any additional referral agencies; change the type of development approval sought; require impact assessment for a component that previously required only code assessment

~ ~ ~ ~ ~ ~

Advice response 1 It was considered the site plan, floor plans and elevations provided with DA-2010-51/A lodged by Mackay House Removals achieved same. Lawrence Reck of Mackay and Whitsunday Building Certification Pty Ltd advises that an Amenity & Aesthetics approval is not required. The previous Development Approval for Dual Occupancy’s approved/stamped plans of development show this information. Amenity & Aesthetics is a Building Approval Compliance and therefore not relevant to the Information Request for a Reconfiguration of the Lot.

Advice response 2 Refer also to Minor Change Item 2 above. Rockhampton Building Approvals advise (excerpt): “These distances, as measured by the Surveyor, confirm that the house siting still complies with the QDC MP1.2 – Design and Siting Standard for Single Detached Housing – on Lots 450m² and Over. No additional boundary relaxation will be required as part of this amendment. This plan should also be submitted to Mackay Council planning department for a “generally in accordance” check being that it is different to their originally approved plans.” Refer also to Minor Change Item 3 above. The Surveyors were engaged to undertake the Field Survey earlier as RBA had queried the same matter. RBA’s inspection certificate with signature and date 09.04.2014 was marked up with black handwriting for a second inspection ‘problem not as per plan’ 08.06.2016.

Advice response 3 As discussed within the Town Planning Report, the re-site dwelling is connected to Sewer but not to Water or Electricity. The house ‘use’ has not commenced as the dwelling still requires renovation to the walls and windows, stairs etc.

During the previous contact with Council which involved the change to approval DA-2010-51/A and despite the reminder from Council Planner an extension to relevant period was never sought or lodged therefore the Dual Occupancy expired 16 June, 2014. The applicant is under no ‘view’ that the approval is current hence has engaged the services of RPS to complete the project that was initially commenced in 2009/2010.

~ ~ ~ ~ ~ ~ Under the provisions of Section 278 of the Sustainable Planning Act 2009, this is considered a response to all the information requested, and Council is asked to proceed with the assessment of the application. However, this is not intended to preclude further feedback from Council on the issues under assessment, with a view to having further discussion if appropriate before making a decision on the proposal. We trust this information is sufficient for your purposes, however should you require any further details or clarification, please do not hesitate to contact our office. Yours sincerely RPS

Fiona Smith Para Planner cc: client, Jenny Cameron enc: 01 MRC DN Operational Works OW-2010-64 Stormwater 11.08.2010 02 Stormwater Management Plan Hydro-Tech Designs 03 Email Sewer DA-2016-43 Meadow Street ROL 1 into 2 quoted job 5.66292 receipt 2658461 04 Sewer As Con Plan 3781_001 D Frier 20.11.2012 05 PR131706-1-L-CD-MEADOW_REV02 06 PLANT SELECTION 131706-1 07 2016.07.28 131706-1-S01A 08 RBA Building Inspection Certificate – footings 09 Email from RBA re relaxation not required 10 SP281919

STORMWATER MANAGEMENT PLAN

Our Reference No. – DA-0095-SW-C Date – 17/05/2010

Site Location –37 Meadow Street, North Mackay

R.P.D. – Lot 51 on M9173

Project Description – Proposed Dual Occupancy

Local Authority – Mackay Regional Council

Document ControlRevision Date Issued By Distributed To No. of copies

AApproval

17/05/2010 R.S. MAJESTIC DEVELOPMENTS

1

BApproval


1

CApproval


1

Construction Hydraulic & Fire Protection Consultancy A.B.N. 73 833 218 457 Q.B.S.A. 51100

PO Box. 4716 Sunshine Coast MC. QLD 4560Office: (07) 5476 3435 Email: [email protected]

Web: www.hydrotechdesigns.com.au

Site Based Stormwater Management Plan for Lot 51 Meadow Street, North MackayOur Ref: DA-0095-SW-Revision C (Approval) Page 2 of 12

CONTENTS

1.0 INTRODUCTION

2.0 OBJECTIVES

3.0 DATA

4.0 SITE CHARACTERISTICS4.1 Services4.2 Topography 4.3 Hydrology4.4 Lawful point of discharge4.5 Proposed stormwater drainage

5.0 WATER QUANTITY5.1 Predevelopment Site Conditions5.2 Post development Site Conditions

5.2.1 Post Development Roofwater Discharge5.2.2 Post Development Hardstand/driveway discharge5.2.3 Post development Landscape discharge5.2.4 Harvesting and reuse5.2.5 Import of treated water

6.0 OPERATIONAL MANAGEMENT MAINTANANCE6.1 Rainwater Harvesting Tank

7.0 EROSION AND SEDIMENT CONTROL

8.0 CONCLUSION

ATTACHMENTSAppendix A: Site Plans: Drawings DA-0095-SW-01-02 DA-0095-ESC-03-04 (A3)Appendix B: Pre/Post Development site conditions CalculationsAppendix C: Site Stormwater Maintenance Schedule

REFERENCESThe following documents are referred to in this report:

1. ARR-19872. AS3500.3.2:20033. AS2200 (design charts)4. Mackay Regional Council Development Design Planning Scheme Policy


1.0 INTRODUCTION

This report relates exclusively to the proposed Dual occupancy development at Lot 51 Meadow Street, North Mackay and details the proposed methods of achieving a development stormwater management strategy.

2.0 OBJECTIVES

Provide an effective post construction stormwater management system that incorporates water quantity control.

Avoid any additional impact to existing stormwater infrastructure and adjoiningproperties.

3.0 DATA

Rainfall intensities are derived from Australian Rainfall & Runoff 1987 IFD graphs General design derived from AS3500.3

4.0 SITE CHARACTERISTICS

4.1 Services

A new 20mm metered service connection required by Council for new dwelling A new 100mm house connection branch connected to existing sewer main in rear of Lot

52.

4.2 Topography

The site total area of 1118m2. Typically site runoff falls to rear South Eastern corner at a constant grade of

approximately 2.5% There are no apparent water courses in proximity to site. Overland flow on adjoining properties is directed to clear of site

4.3 Hydrology

The development site can be categorized as being of ‘Low Risk’. Hand calculations of peak runoff rates have been implemented for Rational Method design philosophy.

4.4 Lawful Point of Discharge

There is no defined lawful point of connection to this site. It is proposed to discharge all new building and carport roof water to kerb and channel in Meadow Street via a subsurface wet pipe system. Existing roof water to discharge as is. New driveway’s surface will be constructed of a permeable material to reduce runoff co-efficiency and velocities. Remaining site and landscaped areas to naturally sheet fall to rear.


4.5 Proposed Stormwater Drainage

The site stormwater system for the proposed development has been designed in accordance with AS3500.3 and Mackay Regional Council’s Development Design Planning Scheme Policy.(Refer to appendix A for details)

5.0 WATER QUANTITY

5.1 Predevelopment site conditions

A single dwelling currently sits on the existing property. Overland flow on adjoining properties is directed to away from site and therefore would not constitute the need for calculating additional peak run-off flows into the equation.

5.2 Post development site conditions

The proposed new development will consist of a new class 1 building with a new pervious driveway to carport attached. The existing dwelling situated at the front portion of the property will remain as is, with the addition of a new carport and pervious driveway.

5.2.1 Post Development Roofwater discharge

Post construction roof water discharge will be measured to a design frequency of a Q20 storm event for eaves gutters as stipulated by the National Plumbing Code and the B.C.A.

5.2.2 Post Development Hardstand/driveway discharge

Post construction hardstand/driveway run-off will be measured to a design frequency of a Q20storm event.

5.2.3 Post Development Landscape discharge

Post construction Landscape run-off will be measured to a design frequency of a Q20 storm event, (Refer to appendix B for Pre/Post Development catchment and discharge calculations)

5.2.4 Harvesting and Reuse

1 x 10,000 litre prefabricated above ground precast storage raintank will be provided. Captured tank stormwater will be separately reticulated to all WC’s, washing machine (cold water) external hose cocks and irrigation applications on-site in accordance with the Queensland Development Code MP4.2 (water saving targets).

5.2.5 Import of Treated Water

Town main supply will be required to back-up WC flushing, washing machine (cold water) hose taps and irrigation supplies when the tank storage is exhausted

A Dual Check Valve is recommended to afford a level of backflow prevention to Council Service mains.


6.0 OPERATIONAL MANAGEMENT MAINTENANCE

The owner/body corporate is responsible for implementing a ‘Control Management Plan’ to check and where necessary clean rainwater tank as detailed in the ‘Site Stormwater Maintenance Schedule’ (Appendix C) or as required by manufacturers instructions (if applicable).

6.1 Rainwater Harvesting Tank

The tank for rainwater harvesting are designed to collect roof water only and in turn use the waterfor WC flushing, washing machine (cold water) irrigation and hose tap wash down purposes. This will reduce the consumption of Council’s treated water supply. The management and maintenance of the tank and associated items is shown below.

ELEMENT: MAINTANANCE OF HARVESTING TANK

1. ObjectiveTo reduce stormwater run-off from the site whilst reducing treated water consumption from towns main supply and to re-use the contents of stored water for non-potable uses

2. Management StrategyStored required water volume in tank through piped system from roofed area (min. 100sqm or 50%)

3. Actions Inspections of filter on tank every 3 months or within 72

hours of heavy rainfall. Non-Potable water quality testing of water stored in tank

on a yearly basis and visual inspections every 3 months Inspection on all pipes entering or leaving the tank every

three months. Inspection of pump on yearly basis

4. Performance

Indicators

Body corporate to ensure maintenance schedule is adhered to.

5. Frequency/DeadlineAs noted above

6. Responsible

Person/Organization

Body corporate to ensure maintenance schedule adhered to.

7. Reporting and

Review

Maintenance contractor to make entries in environmental diary noting date of inspections, condition of tank, pipe and pump conditions and means of disposal of waste (if required)

8. Corrective ActionReview maintenance schedule as appropriate.


7.0 EROSION AND SEDIMENT CONTROL

Management of site run-off during construction phase will be managed by the construction of silt fences and appropriate protection as required. (Refer to appendix A for details)

8.0 CONCLUSION

Runoff from designated roof area will be directed to harvesting and reuse tank and separately reticulated to all WC’s, washing machine (cold water) external hose taps and irrigation applications on-site, thus reducing the demand of town water supply.

The system is designed to reduce the impact of low intensity, high frequency storm events on receiving water ways with the use of a capture, reuse and detention system. Adequate provision is detailed within the attached design documentation to ensure satisfactory diversion of stormwater run-off that exceeds normal design criteria.

The implementation of this Stormwater Management Strategy will ensure that the proposed development would not create a nuisance to other landowners.

Ray Smith

Hydro-Tech Designs


APPENDIX A

Site Plans Drawings DA-0095-SW-01-02 – DA-0095-ESC-03-04

EXISTING DWELLINGNEW DWELLING

NEW CARPORT

GENERAL NOTES STORMWATER DRAINAGE NOTES

SERVICE TYPE APPLICATION MANUFACTURERSIZE MATERIAL TYPEPIPE MATERIAL SCHEDULE

CLASSIFICATION

LEGEND

ABBREVIATIONS

DA-

0095

-SW

-01,

8/0

7/20

10 9

:19:

42 A

M, A

3, A

ppro

val

C01 of 04DA-0095-SW

MAJESTIC DEVELOPMENTS


PROPOSED RESIDENCE37 MEADOW STREETNORTH MACKAY

HYDRAULIC SERVICESSITE STORMWATER DISCHARGE

NOT FOR CONSTRUCTION

ABOVE GROUND RAINWATER TANK FOR HARVESTING AND REUSE DETAIL

PUMP ASSEMBLY DIAGRAMMATIC

PUMP CONTROLLER NOTES TANK NOTES

PIT/SUMP LABELLED 1 AND 2 DETAIL (WET PIPE SYSTEM)

PIT 3

DA-

0095

-SW

-02,

8/0

7/20

10 9

:22:

15 A

M, A

3, A

ppro

val

C02 of 04DA-0095-SW




HYDRAULIC SERVICESDETAILS


EXISTING DWELLINGNEW DWELLING

NEW CARPORT

EROSION & SEDIMENT CONTROL NOTES

ENVIRONMENTAL ISSUE ACTION

LEGEND

DA-

0095

-ESC

-01,

8/0

7/20

10 9

:24:

23 A

M, A

3, A

ppro

val

C03 of 04DA-0095-ESC




EROSION & SEDIMENT CONTROLMANAGEMENT PLANSITE PLAN, NOTES


ALTERNATIVE 1 ALTERNATIVE 2

TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP

SEDIMENT FENCEELEVATION

DISTURBED AREA

UNDISTURBED AREA

DA-

0095

-ESC

-02,

19/

05/2

010

6:07

:58

AM, A

3, A

ppro

val

B04 of 04DA-0095-ESC




EROSION & SEDIMENT CONTROLMANAGEMENT PLANDETAILS



APPENDIX B

Pre/Post development site condition calculations

PROJECT 37 Meadow Street

20 YEAR ARI 100 YEAR ARI

Rainfall Intensity (mm/hr) 270

Rainfall Intensity (mm/hr) 359

Time of concentration

(minutes) 5

Time of concentration

(minutes) 5POST DEVELOPEMENT SITE CONDITIONS POST DEVELOPEMENT SITE CONDITIONS

Driv

eway

s

Tra

ffic

able

roo

f de

cks,

pat

io's

etc

.

Non

-Tra

ffic

able

ro

of a

reas

Land

scap

ing,

gr

asse

d ar

eas

etc.

Tot

al s

ite a

rea

in

sq/m

Driv

eway

s

Tra

ffic

able

roo

f de

cks,

pat

io's

etc

.

Non

-Tra

ffic

able

ro

of a

reas

Land

scap

ing,

gr

asse

d ar

eas

etc.

Tot

al s

ite a

rea

in

sq/m

Equivalent Pervious Area

(sqm)- - - 674 674


(sqm)- - - 674 674

Equivalent Impervious Area

(sqm)185 0 259 - 444


(sqm)185 0 259 - 444

Run-Off Coefficient

0.8 1 1 0.8 Run-Off Coefficient 0.8 1 1 0.8

FLOW IN L/S 11.10 0.00 19.43 40.44 70.97 FLOW IN L/S 14.76 0.00 25.83 53.77 94.36

PRE DEVELOPEMENT SITE CONDITIONS PRE DEVELOPEMENT SITE CONDITIONS

Driv

eway

s

Tra

ffic

able

roo

f de

cks,

pat

io's

et

c.

Non

-Tra

ffic

able

ro

of a

reas

Land

scap

ing,

gr

asse

d ar

eas

etc.

Tot

al s

ite a

rea

in

sq/m

Driv

eway

s

Tra

ffic

able

roo

f de

cks,

pat

io's

et

c.

Non

-Tra

ffic

able

ro

of a

reas

Land

scap

ing,

gr

asse

d ar

eas

etc.

Tot

al s

ite a

rea

in

sq/m


(sqm)- - - 1118 1118


(sqm)- - - 1118 1118


(sqm)0 0 0 - 0


(sqm)0 0 0 - 0

Run-Off Coefficient

0.9 1 1 0.8 Run-Off Coefficient 0.9 1 1 0.8

FLOW IN L/S 0.00 0.00 0.00 67.08 67.08 FLOW IN L/S 0.00 0.00 0.00 89.19 89.19

Site discharge difference (l/s) 3.9 Site discharge difference (l/s) 5.2


APPENDIX C

Site Stormwater Inspection & Maintenance Schedule


12 Month Stormwater Inspection and Maintenance Schedule

Inspection period:

Date start: Date complete:

Property address

Property owner: Contact No.

Person responsible for stormwater infrastructure maintenance

Name: Contact No.

Signature: Date:

Name: Contact No.

Signature: Date:

Plumber responsible for regulatory maintenance

Name: Contact No.

Signature: Date:


INSPECTION Intervals PASS

(x)

FAIL

(x)

1. BUILDING INFASTRUCTURE

1.1 Roof catchment – roof and flashings checked for defects.

Overhanging branches removed.

2 – 3 months

1.2 Gutter and Downpipes – clean gutters, remove leaves and

debris. Clean leafguards on rainheads

2 – 3 months

1.3 First flush device – remove rubbish collected in device.

Check device outlet is draining freely and not causing erosion or

scouring.

3 - months

2. HARVESTING TANK(S)

2.1 Tank overflow pipe** – check for blockages. Ensure flap

valves to pipe ends are operating correctly.

Oct – March monthly

Apr – Sept monthly

2.2 Internal tank inspection**- check for defects, cracks, pipe

penetration seals etc.

6 months

2.3 Sediment in tank** - Check level of sediment, monitor water

quality, colour.

1 year

2.4 Mosquito inspection – Check for signs of mosquito and

larvae

6 months

3. WATER SUPPLY

3.1 Backflow prevention device – Checked by licensed

contractor

As per local authority

requirements

3.2 Water filters(s) – clean and replace if required As per manufacturers

instructions

3.3 Tank water quality – check for clarity and odor 6 months

3.4 Signs and labeling – Ensure all ‘tank water’ signs are in

place over or adjacent to fixture discharge points

Periodically

3.5 Pressure pump – Visual inspection for leaks and general

condition inspection

1 year

**Where cleaning necessitates entering tank, care should be taken that the inside of the tank is properly ventilated and that a second person always remains in attendance outside the tank. Advice should first be sought from the Queensland Department of Industrial Relations – Workshop Health and Safety Division about working in confined spaces. Preferably a professional should be engaged when entry to tank is necessary. For illumination inside the tank a battery lantern should be used not a flame type lantern or an electric extension. Special care should be exercised if any chemical compounds are used for repairs or cleaning inside the tank. Any sludge or sediment removed from the tank shall not be directed into the stormwater drainage system.


ACTION TAKEN

1. BUILDING INFASTRUCTURE

1.1 Roof catchment

1.2 Gutter and Downpipes –

1.3 First flush device –

2. HARVESTING TANK(S)

2.1 Tank overflow pipe –

2.2 Internal tank inspection-

2.3 Sediment in tank -

2.4 Mosquito inspection –

3. WATER SUPPLY

3.1 Backflow prevention device –

3.2 Water filters(s) –

3.3 Tank water quality –

3.4 Signs and labeling –

1

Fiona Smith

From: Desley Strohfeldt [[email protected]]Sent: Thursday, 16 June 2016 2:23 PMTo: Fiona SmithCc: Ronald Bailey; Rene VandenbergSubject: RE: DA-2016-43 Meadow Street ROL 1 into 2 quoted job 5.66292 receipt 2658461Attachments: 3781_001.pdf

Good afternoon Fiona As per discussions with Ron, the attached drawing confirms that the second point of connection was supplied to proposed lot 512. The RC job number is 5.66292.50701 & the receipt is 2658461 Please phone Ron tomorrow on 0448949014 for confirmation & As Con details. Regards Desley Desley Strohfeldt | Technical Officer | Water & Waste Services | Mackay Regional Council Phone:07 4961 9802 | [email protected] |

From: Fiona Smith [mailto:[email protected]] Sent: Tuesday, 14 June 2016 2:59 PM To: Desley Strohfeldt Subject: DA-2016-43 Meadow Street ROL 1 into 2 Hi Desley, we received an Information Request for the Meadow Street one… could you take a quick look at the sewer queries and tell me where to start? The distance between the front and the line to the west is 9.61m…

2

I have more MRC sewer plans now than I did before I lodged… if you need to see any of them… I thought as long as the sewer connections were done and paid that there would be no issues… can you please help?

Fiona Smith Para Planner RPS Australia Asia Pacific Level 1, 38 Wellington Street, Mackay, QLD, Australia, 4740 PO Box 1895, Mackay, QLD 4740

3

Tel: +61 7 4953 3577 Fax: +61 7 4953 3622 Email: [email protected] www: http://rpsgroup.com.au

This e-mail message and any attached file is the property of the sender and is sent in confidence to the addressee only. Internet communications are not secure and RPS is not responsible for their abuse by third parties, any alteration or corruption in transmission or for any loss or damage caused by a virus or by any other means.

Disclaimer This email and any attachments may contain confidential or privileged information. You must not use or disclose this information, other than for the purposes for which it was supplied. The privilege or confidentiality attached to this email and attachments is not waived by reason of mistaken delivery to you. If for whatever reason this email is received by other than the intended recipient, you are requested to notify the sender promptly by telephone, email or facsimile and destroy and delete all copies of the original message. Any personal information collected by Mackay Regional Council will be for lawful purposes directly related to the functions of Council. Mackay Regional Council will take all reasonable precautions to respect the privacy of individuals in accordance with the Information Privacy Act 2009 (Qld) and will protect the personal information it holds from misuse, unauthorised access and modification. Personal information will only be disclosed to a third party with your written authorisation or as required by law.

131706‐1 Jenny Cameron Plant Selections

6 x Alpinia zerumbet ‘Variegata’: Draceana reflexa:

Different Varieties of Cordylines

131706-1-S02 A

SKETCH PLAN OF CONFIRMED SURVEY

(A3)NORTH MACKAY MACKAY REGIONAL COUNCIL

JENNY CAMERON

1:300 28/07/2016 131706-1

FS 28/07/2016

ST

MGA ZONE 55 VIDE DCDB

N/A

N/ACANCELLING LOT 51 ON M9173MEADOW STREET, NORTH MACKAY

1 of 11:1000

not permitted. Please contact the author.

Unauthorised reproduction or amendment

COPYRIGHT PROTECTS THIS PLANC

+61 7 4953 3577

+61 7 4953 3622

Mackay QLD 4740

Level 1, 38 Wellington Street

PO Box 1895

ACN 140 292 762

ABN 44 140 292 762

TF

W

RPS Australia East Pty Ltd

rpsgroup.com.au

28/07/2016

28/07/2016FS

IMPORTANT NOTE

1. This plan was prepared for the sole purposes of the client for the specific purpose of producing a concept plan. This plan

is strictly limited to the Purpose and does not apply directly or indirectly and will not be used for any other application,

purpose, use or matter. The plan is presented without the assumption of a duty of care to any other person (other than

the Client) ("Third Party") and may not be relied on by Third Party.

2. RPS Australia East Pty Ltd will not be liable (in negligence or otherwise) for any direct or indirect loss, damage, liability or

claim arising out of or incidental to:

a. a Third Party publishing, using or relying on the plan;

b. RPS Australia East Pty Ltd relying on information provided to it by the Client or a Third Party where the

information is incorrect, incomplete, inaccurate, out-of-date or unreasonable;

c. any inaccuracies or other faults with information or data sourced from a Third Party;

d. RPS Australia East Pty Ltd relying on surface indicators that are incorrect or inaccurate;

e. the Client or any Third Party not verifying information in this plan where recommended by RPS Australia East Pty

Ltd;

f. lodgment of this plan with any local authority against the recommendation of RPS Australia East Pty Ltd;

g. the accuracy, reliability, suitability or completeness of any approximations or estimates made or referred to by RPS

Australia East Pty Ltd in this plan.

3. Without limiting paragraph 1 or 2 above, this plan may not be copied, distributed, or reproduced by any process unless

this note is clearly displayed on the plan.

4. The aerial photography used in this plan has not been rectified. This image has been overlay as a best fit on the

boundaries shown.

5. Image Source: Google. Aerometer, CNES / Astrium, DNRM.

DWELLING SETBACK TO LOT 512

1

Fiona Smith

From: wayne knobel [[email protected]]Sent: Tuesday, 9 August 2016 9:06 AMTo: Fiona SmithCc: Katie DobsaSubject: FW: Resite Dwelling - 37 Meadow Street, North MackayAttachments: 2016.07.28 131706-1-S01A.PDF; footing.pdf

Hello Fiona, Thank you for the survey plan and the dimensions as provided by the Surveyor. We will use these as amended plans for the new location of the dwelling. These distances, as measured by the Surveyor, confirm that the house siting still complies with the QDC MP1.2 – Design and Siting Standard for Single Detached Housing – on Lots 450m² and Over. No additional boundary relaxation will be required as part of this amendment. This plan should also be submitted to Mackay Council planning department for a “generally in accordance” check being that it is different to their originally approved plans.

Kind regards,

Wayne Knobel Building Surveyor - A1107962 Director - Rockhampton Building Approvals Phone: 07 4926 7000 Fax: 07 4926 7100 Mobile: 0438 504 300 E-mail: [email protected] Web: www.rockhamptonbuildingapprovals.com.au

From: Katie Dobsa Sent: Tuesday, 9 August 2016 8:15 AM To: wayne knobel Cc: Fiona Smith ([email protected]) Subject: FW: Resite Dwelling - 37 Meadow Street, North Mackay Hi Wayne, Can you please respond to Fiona. Regards Katie Katie Dobsa Office Manager Rockhampton Building Approvals P:07 4926 7000 F:07 4926 7100 M:0438 361 283 E: [email protected] W: www.rockhamptonbuildingapprovals.com.au

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From: Fiona Smith [mailto:[email protected]] Sent: Monday, 8 August 2016 3:58 PM To: Katie Dobsa Subject: RE: Resite Dwelling - 37 Meadow Street, North Mackay G’day Katie, As you may be aware Jenny received an Information Request from Council for the Reconfiguration of a Lot application currently under assessment. One of the items in the IR was for the setbacks which were questioned as the aerial photography gives a sense that the house is very close to the rear boundary. We felt the easiest way to address this was to do the Survey for the lots early, so the field survey to peg the lots has been undertaken and whilst the Surveyor was on site he picked up the OMP of the rear setback to the eaves. (The house is 2.5m to the wall and those window coverings are proposed to be removed.) Can please show Wayne the attached drawing with 2.21m W and 2.25m E and ask for his written comment to include with the response to Council? This should also address the concerns in the marked up ‘footing’ attachment to Belinda’s email of his email of Tue 14/06/2016 4:48 PM. Regards,

Fiona Smith Para Planner RPS Australia Asia Pacific Level 1, 38 Wellington Street, Mackay, QLD, Australia, 4740 PO Box 1895, Mackay, QLD 4740 Tel: +61 7 4953 3577 Fax: +61 7 4953 3622 Email: [email protected] www: http://rpsgroup.com.au

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From: Katie Dobsa [mailto:[email protected]] Sent: Tuesday, 12 July 2016 9:16 AM To: Fiona Smith Subject: RE: Resite Dwelling - 37 Meadow Street, North Mackay

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