Surface Water Drainage. The Developer hereby agrees:
Surface Water Drainage. Routine cleansing of highway surface water drainage systems is undertaken once per year. Combined sewer systems maintained by Welsh Water.
Surface Water Drainage. A complete surface water system is provided to convey all rainwater discharge from roofs, terraces, and paved areas to rainwater storage tanks and/or the adjacent sewer via common foul and surface water outfalls. The majority of rainwater falling onto the site is collected. All connections above the sewer surcharge level are discharged via gravity. The car park will be provided with a petrol interceptor. Drainage from the cavity wall will be taken to collection sumps. Recovered rainwater is available for irrigation and washdown. The design capacity of Rainwater system is 150mm/hour. Rainwater stacks will drop through the cores. Condensate Drains: Condensate from fan coil units will drain to falls into a common condensate drainage system. The condensate riser will discharge at basement level over a suitable xxxxxx. Condensate from air plant cooling coils will discharge locally over a plant room xxxxxx. The system has been designed without the need for condensate pumps.
Surface Water Drainage. The retention of water from surface run off could have an effect on the foundation material, which in turn could affect the footings of the house. Best practice is to monitor the flow of surface water and stormwater run off and have the water directed away from house or to storm water pipes by a licensed plumber/drainer. (Continued over page…) You agree that in signing this agreement you have read and understand the contents of this agreement and that the inspection will be carried out in accordance with this document. You agree to pay for the services detailed within this agreement prior to the undertaking of the property inspection. This agreement is to be read in conjunction with Better Building Inspection’s Terms and Conditions. If you fail to sign and return a copy of this agreement to Better Building Inspections and do not cancel the requested inspection then you agree that you have read and understand the contents of this agreement and that Better Building Inspections will carry out the inspection on the basis of this agreement and that Better Building Inspections can rely on this agreement. Any additional inspection requirements requested by you may incur additional expense in regards to the cost of the inspection. PLEASE SIGN Client / Client Representative Name: Postal Address: Mobile No. : Email: Signature: Date: Better Building Inspections
Surface Water Drainage a) Prior to the issuance of a development and/or building permit involving soil disturbance, the DEVELOPER shall submit for the approval by the TOWN Engineer, a satisfactory Storm Water Management Plan with respect to the DEVELOPMENT prepared by a professional engineer registered to practice in the Province of New Brunswick. Such Drainage Plan shall adequately cover and address the management of the sites storm water in accordance with the TOWN’S practices and with the Department of Environment’s applicable laws and regulations.
Surface Water Drainage. Nothing shall be done on any Lot that interferes with the natural drainage of surface water and which results in injury to other Lots or property.
Surface Water Drainage. For the purpose of adequate design and dimensioning of the drainage system, the Concessionaire shall acquire suitable data on maximum daily/hourly rainfall. The design shall be prepared for the whole system, including drainage structures on quay wall, connection points from the open container storage areas and discharge structure in accordance with Applicable Law, Permits and Good Industry Practice. Storm water from the Port Facility areas, roads and stockpile areas shall be collected. To achieve a proper discharge, a cross gradient of at least two percent (2%) shall be applied. In paved areas, precast concrete open ducts (covered ducts, where roads etc. shall be crossed) shall be arranged that are connected to the manholes of the storm water system located near the outlet structures. Discharge in these precast concrete ducts shall be hydraulically calculated with the Gauckler– Xxxxxxx–Xxxxxxxxx formula for open channel flow. After separation of solid substances in sand traps and sedimentation basins, storm water from terminal and traffic areas shall be discharged in the harbour basins, if not requested differently by environmental regulations. In areas where fuels and light liquids are handled (e.g. mechanical workshop area), and where necessary due to environmental requirements, sufficiently dimensioned coalescence separators with integrated mud separator and a subsequent monitoring and sampling manhole shall be installed before connected to the general drainage system. The coalescence separator shall be connected to a sewage water treatment plant.
