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Attachment 7- Site Based Stormwater Management Plan
Attached to the e-mail Response to Information Request - RAL18/0023.
Plans and drawings: the text below has words only, no drawings.
MAINTENANCE OF CONTROL MEASURES All erosion, sediment and drainage control measures need to be regularly checked and maintained in good working order. Best practice includes anticipation of potential risks and being prepared for abnormal circumstances and emergencies. These measures include: * — Stockpile extra sediment fence fabric and posts on-site to facilitate emergency repairs. ¢ — Reapply crushed rock to the entry/exit pad (rumble pad) when sediment build-up occurs. ¢ — Repair eroded drainage channels with rock, turf or erosion control blankets or matting. ¢ — Ensure built-up sediment is removed at regular intervals from sediment barriers. * — Check and replace/repair sediment barriers daily if they are ripped, damaged or no longer anchored. from entry/exit point (rumble pad) and Drainage control additional crushed rock applied DIVERSION OF UP-SLOPE WATER ¢ Where practicable, divert up-slope water around the disturbed area. © — Stormwater can be diverted with the use of small turf or geotextile lined catch drains, or with the use of diversion banks, ¢ Diverted stormwater should be discharged onto stable ground (for example turfed areas) and should not be diverted into neighbouring properties unless written permission is obtained from the land owner(s). _ EARLY ROOF WATER CONNECTION ¢ Temporary or permanent downpipes should be installed as soon as practicable after the roof is laid. ¢ Early connection of roof water to the stormwater system will reduce site wetness and the generation of on-site mud. This has been shown to reduce downtime following storm events and decrease the average building construction time. Temporary roof water connection
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