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Stormwater Management Report
Attached to the e-mail Ind Bus Type 2, Reconfigure a Lot (Access Easements) & Op Works (Comm site investigation report, Vehicle access & Stormwater Mgmt) - MCU18/0120, RAL18/0013 & OPW18/0197 .msg.
3 PROPOSED DEVELOPMENT The proposed development will consist of three (3) industrial buildings being constructed of tilt-up concrete panels, together with hardstand and car parking areas. Landscaped areas will be provided throughout the development. One WSUD devices in the form of a bio-swale and a bio-retention basin sized to treat the development runoff will be constructed to the southern and western boundaries of the allotment. 4 SITE ACCESS Access to and exit from the site and will be via new crossovers to Taylor Court. These crossovers are designed in accordance with IPWEAQ standard drawing SEQ RS-051. Turning path diagrams for the design vehicles, (19m articulated vehicle), are shown on the attached engineering drawings 18-0165 Sheet C07. All access driveways, carparks and associated hardstand areas will be constructed of reinforced concrete. 5 SEWERAGE RETICULATION An existing gravity sewer main exists within the allotment at levels sufficient to command the proposed development. 6 WATER SUPPLY The proposed development will be readily serviced by an existing water main located within Taylor Court, adjacent to the eastern boundary. HR DESIGN Reference No: 18-0165A Page 4 of 14
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