DEVELOPMENT APPLICATION FORM AUTHORITY: PORT PIRIE REGIONAL COUNCIL FOR OFFICE USE APPLICANT: ANDRASH COMMERCIAL PT PIRIE PTY LTD Development No: I o / Postal Address: C / - FUTURE URBAN PTY LTD Previous Development No: GPO BOX 2403, ADELAIDE, SA, 5001 Assessment No: A OWNER: VERN WILLIAM FAGGOTTER Complying Application forwarded to SCAP/Council on: ELAINE FRANCES FAGGOTTER Postal Address: PO BOX 149, MINLATON, SA, 5575 Non-complying Notification Cat 2 / / BUILDER: TO BE CONFIRMED Notification Cat 3 Decision: Postal Address: Referrals Type: Licence No: SCAP Date: / / CONTACT PERSON FOR FURTHER INFORMATION: Decision Fees Receipt No Date Name: MR FABIAN BARONE Planning: YES Telephone: (08) 8221 5511 Building: Email: [email protected] Mobile: 0423 490 724 Land Division: Additional: EXISTING USE: VACANT LAND Dev Approval: DESCRIPTION OF PROPOSED DEVELOPMENT: CONSTRUCTION OF AN INTEGRATED SERVICE STATION COMPLEX LOCATION OF PROPOSED DEVELOPMENT: HOUSE LOT NUMBER ROAD SUBURB HUNDRED VOLUME FOLIO NU BER 513 AUGUSTA HWY NAPPERBY PIRIE 5360 13 DOES EITHER SCHEDULE 21 OR 22 OF THE DEVELOPMENT REGULATIONS, 2008 APPLY? YES: NO: gf HAS THE CITE LEVY BEE PAID? YES: NO: |7f DEVELOPMENT COST (Do not include any fit-out costs): $750,000 I acknowledge that copies of this development application and any supporting documentation may be provided to interested persons in accordance with the Development Regulations, 2008. SIGNATURE: Dated: FEBRUARY 5, 2020 FOR ANDRASH COMMERCIAL PT PIRIE PTY LTD LAND Product Register Search (CT 5360/13) SERVICES Date/Time 03/02/2020 10:50AM iSA Customer Reference X Con Order ID 20200203003018 BEAL PROPERTY ACT, 1886 The Registrar-General certifies that this Title Register Search displays the records maintained in the Register Book and other notations at the time of searching. Certificate of Title - Volume 5360 Folio 13 Parent Title(s) CT 3287/22 Creating Dealing(s) CONVERTED TITLE Title Issued 06/09/1996 Edition 8 Edition Issued 06/01/2010 Estate Type FEE SIMPLE Registered Proprietor VERN WILLIAM FAGGOTTER ELAINE FRANCES FAGGOTTER OF PO BOX 149 MINLATON SA 5575 AS JOINT TENANTS Description of Land ALLOTMENT 513 FILED PLAN 188645 IN THE AREA NAMED NAPPERBY HUNDRED OF PIRIE Easements NIL Schedule of Dealings NIL Notations Dealings Affecting Title NIL Priority Notices NIL Notations on Plan NIL Registrar-General's Notes CONTROLLED ACCESS ROAD VIDE PLAN 5 Administrative Interests NIL Land Services SA Page 1 of 2 Copyright Privacy Terms of Use: Copyright / Privacy / Terms of Use Product Register Search (CT 5360/13) LAND Date/Time 03/02/2020 10:50AM SERVICES Customer Reference X Con SA Order ID 20200203003018 THIS PLAN IS SCANNED FOR CERTIFICATE OF TITLE 3287/ 22 CHAINS FOR METRIC CONVERSIONS 1 LINK = 0 201168 METRES 1 CHAIN = 100 LINKS 1 ACRE = 0-404686 HECTARES 1 ROOD = 1011-7 1 PERCH = 25-29 m2 NOTE: SUBJECT TO ALL LAWFULLY EXISTING PLANS OF DIVISION Land Services SA Page 2 of 2 Copyright Privacy Tarms of Use: Copyright / Privacy / Terms of Use LANDSCAPE LEGEND ISOLEPIS NODOSA ‘KNOBBY CLUB RUSH’ MYOPORUM PARVIFOLIUM ‘CREEPING BOOBIALLA (FINE LEAF FORM)’ WESTRINGIA FRUTICOSA ‘JERVIS GEM’ AGONIS FLEXUOSA ‘WESTLAD BURGUNDY’ STORMWATER BASIN POA LABILLARDIERI ‘ESKDALE’ Environmental Consultants Tierra Environment Pty Ltd ABN 84 111 615 680 31 Hauteville Terrace Eastwood SA 5063 08 8373 2512 [email protected] 2 March 2020 Fabian Barone Future Urban c/- [email protected] Dear Fabian, Proposed Service Station Complex, Lot 513 Augusta Highway, Napperby Acid Sulfate Soils Investigation and Management Further to our discussions with Jeevan Deut, below is a summary of Tierra’s proposed work regarding Acid Sulfate Soils at the proposed service station complex at Lot 513 Augusta Highway, Napperby. Tierra have proposed intrusive investigations to assess Acid Sulfate Soils (ASS) at the above site. Should those investigations identify Potential (PASSM) or Actual ASS (AASSM) at the site an Acid Sulfate Soils Management Plan (ASSMP) will be prepared, taking into consideration these materials and the nature of the proposed development. The ASSMP will address: - The nature and location of any PASSM and AASSM at the site - The elements of the proposed development that may impact or be impacted upon by these materials - Measures required to avoid or manage these impacts - Monitoring that may be required during construction works The ASS Management Plan will provide guidance on the measures required for the development to proceed in a way that prevents or minimises the potential for onsite and offsite impacts, using cost-effective and environmentally sustainable methods. Please let us know if you need any further information on our proposed work. Yours sincerely Daryl Burrows Principal Scientist J:\20\ANG 20 025\00\P01\Letter 02032020.docx 1 of 1 3 March 2020 MLM/19-0253 13 March 2020 Mr Fabian Barone Future Urban GPO Box 2403 ADELAIDE SA 5001 Dear Fabian, PROPOSED INTEGRATED SERVICE STATION COMPLEX, AUGUSTA HIGHWAY – NAPPERBY I refer to the proposal to develop an integrated service station complex at the above site. As requested, I have reviewed the parking and traffic implications associated with the proposal. In undertaking this assessment, I have liaised with the Department of Planning, Transport and Infrastructure (DPTI), regarding the access configuration for the subject site. 1 EXISTING SITUATION The subject site has frontage to Augusta Highway and Gulf View Road along its western and southern boundaries respectively. The site is currently vacant with no formal crossovers. Figure 1 illustrates the subject site. Figure 1: Locality F:\19-0253 Fabian Barone 13 Mar 2020 19-0253 13 March 2020 Page 2 of 10 Augusta Highway is an arterial road under the care and control of the Commissioner of Highways and is gazetted for the use of PBS Level 3A vehicles (A-doubles). Adjacent the site, Augusta Highway comprises of a single lane in each direction. The lanes are approximately 3.5 m in width, with an adjacent 1.5m wide sealed shoulder. A further 2.0m of unsealed shoulder is provided on both sides of the road. The road is subject to the rural speed limit of 100 km/h adjacent the site. The road has an annual average daily traffic (AADT) volume in the order of 2,700 vehicles per day (vpd) of which 22% are commercial vehicles. Of the commercial vehicle component, approximately 150 vpd are within the Class 6 to 9 range (large rigid trucks and semi-trailers) and 200 are Class 11 (multi-trailer). Accordingly, it is estimated that there would be approximately 270 vph (60 vph commercial vehicles of which 15 would be large rigid trucks or semi-trailers and 20 would be multi- trailer combinations). Assuming there is an equitable distribution of traffic in each direction on the highway, Augusta Highway would have approximately 135 northbound and 135 southbound vehicles per hour in each direction, with approximately 10 multi-trailer combination vehicles in each direction and approximately eight rigid trucks/semi-trailers. Gulf View Road is an unsealed rural two-way road within the care and control of Port Pirie Regional Council. The approximate road width is 10m. The road provides access to the Napperby township, albeit most drivers would access the town via Nelshaby Road and Oaks Road as this route is sealed. It is anticipated that there would be a daily traffic volume of less than 300 vehicles on Gulf View Road. The rural default speed limit of 100 km/h would be applicable to Gulf View Road, albeit the condition of the road would be unlikely to encourage this speed. The intersection of Gulf View Road and Augusta Highway is a T-intersection (albeit the western side of the intersection is a portion of unmade road). It is treated with a short sealed apron and controlled with a give-way sign and associated linemarking. Existing turning volumes at the intersection have not been recorded but would be minimal, given the condition of Gulf View Road and the alternative route available for drivers to access Napperby. Figure 2.26 of Austroads Guide to Traffic Management (AGTM06) identifies that a Basic Turn Treatment is required (BAL or BAR) at all intersections, albeit such treatments are not currently provided. A review of the operation of the intersection using a critical gap assessment that even in the unlikely event that the volume of the road was to reach 300 vpd and that 30% of traffic was to turn right from Augusta Highway to Gulf View Road, drivers would experience a delay of 0.3 seconds. Accordingly, the chance of a northbound driver being propped at the intersection simultaneously with a northbound driver continuing along the highway would be negligible. 19-0253 13 March 2020 Page 3 of 10 2 PROPOSED DEVELOPMENT The proposed development will comprise of the following components: • ten petrol pumps arranged in five rows of two petrol filling pumps (suitable for domestic vehicles); • five high flow diesel filling pumps for trucks; and • a control building with a total floor area of 275 m2 with retail facilities. 2.1 ACCESS Access to the proposed development will be provided via a single crossover on Augusta Highway which will cater for ingress movements only and via two crossovers on Gulf View Road which will both cater for ingress and egress movements. The easternmost crossover on Gulf View Road will be suitable for PBS Level 3A vehicles while the westernmost crossover will only be designed for domestic vehicles. The proposed ingress on Augusta Highway will be treated with a channelised left turn lane (CHL). This facility will be designed in accordance with the criteria for highways to increase separation to through traffic. Figure 2 illustrates the proposed treatment. Figure 2: Proposed CHL to be provided at the ingress from Augusta Highway 19-0253 13 March 2020 Page 4 of 10 In developing the above solution, consideration was given to ensuring that a future channelised left- turn lane (CHL) could be accommodated should DPTI upgrade the Augusta Highway/Gulf View Road intersection.