Skip to the record
Mmm.. taste the original NoosaWatch™

Original source · versioned page text

16187pf.mv

Attached to the e-mail MCU14/0102 - Response to information request - Email 1 of 2. 139 Eumundi Noosa Rd & 30 Lionel Donovan Drive Noosaville.

of 11

Page text shows just the words. Original shows the document exactly as it was published.

34. Please provide additional landscaping in accordance with the Landscaping
    Code.

Applicant’s response
The proposal now comprises an additional 155m2 of landscaped area (refer
proposal plans provided in Appendix A), bringing the total landscaped area of
the site to 1,152m2 (15% of the site area), compliant with the Landscaping Code.

35. Provide details of how the Manifest Quantity Workplace (MQW) will comply
    with State interests (Workplace Health and Safety Queensland) for the design
    and operation of the site.

Applicant’s response
The applicant has discussed this with the fuel operator (7-Eleven), and has
advised us to respond that they are happy for this requirement to be
conditioned upon approval.

36. Please provide detailed design information of the service station, including
    the following as a minimum:
    (a) detailed drawings showing the proposed design of the service station
        including underground and/or above ground storage capacity of
        flammable and combustible liquids on site
    (b) Maximum storage volume of storage tanks and type of fuel
    (c) Describe the type of storage tanks (e.g. double containment FRP etc.)
    (d) Location of tanks & distances to protected works, including site plan etc
    (e) Leak detection methods proposed (e.g. statistical inventory analysis,
        automatic tank gauging, electronic line leak detection, safe suction
        etc.) – at least 2 methods capable of detecting a leak at a rate of 0.76
        litres per hour or more with at least 95% accuracy and a probability of
        false detection of 0.05 or less
    (f) Proposed ground water monitoring wells and location
    (g) Vapour recovery design proposed (Type 1 and/or Type 2)
    (h) Clarify the description of the forecourt spillage containment system and
        drip line using drawings and contours etc (i.e. the system to capture all
        spilt fuels and other contaminants as a result of the dispenser pumps
        operation and bulk delivery filling of the underground/above ground
        tanks)
    (i) Describe the capacity and location of the forecourt containment vessel
        (i.e. minimum 10,000 l sump/tank with no connections to stormwater and
        with/without connections to sewer)
    (j) Any sewer pre-treatment devices/options consistent with Unitywater’s
        Trade Waste Policy and/or advice
    (k) Regulated waste removal and disposal options
    (l) Any other information that supports environmental protection.

Applicant’s response

(a) Tanks indicated on the plans;
(b) The capacities for the tanks indicated on the plans are: ULP 60kL, E10 30kL,
P95 30kL, P98 30kL, DSL 30kL;
(c) Tanks to be double walled fibreglass manufactured by either Envirotank or
Fibretank Solutions;
(d) Locations already indicated on site layout plan;



April 2015                      Empirica Developments Pty Ltd - Noosaville          Page 10
                                              RFI Response
Log in to download the original file

16187pf.mv.pdf · 255 KB (small file)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.