Agenda - 11-23-1987 - Laserfiche WebLink

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03j 3 the long-term suitability of the soil absorption area? 6 . Establish appropriate monitoring of surface and ground- water. OWASA also recommends that a detention pond be built for stormwater runoff to further protect water quality. 7 . The proposed system should be constructed and inspected according to acceptable standards. Sewer and utility easements should be reserved for construction and maintenance of the system. 8 . Provide assurance that disposal of solid wastes from septic tanks and from process-pumping facility will be carried out by a certified party in accordance with State regulations. 9. All components of the system should be periodically inspected. 10 . The system should be operated by a technically qualified party. 11 . Pump life. repair. and replacement costs should be addressed. Regarding the development layout. OWASA had the following comments: 1 . Development in the watershed should be consistent with the primary public objective of protection of the public drinking water supply. 2. A detailed investigation of site suitability and con- sideration of the need for dual absorption fields may result in the need for greater absorption field area. which in turn could require modifications to the proposed subdivision layout and development density. 3 . Provide assurance that open space areas will not be developed. 4. Provide assurance that sedimentation and erosion control measures will be installed in a timely manner and permanently maintained. 5. Public utility easements should be obtained to facilitate the provision of public sewer services in the event such extension is determined necessary in the future. The Town of Carrboro has provided the following courtesy review comments regarding the proposed planned development. The comments are based on Carrboro-designated watershed zoning district requirements. 1 . A fifty-foot buffer would be required on either side of the intermittent streams located on the site.