Reso 1999-163 - Laserfiche WebLink

Home

2. The Subdivider shall comply with the regulations and provisions contained in the City's Grading Ordinance, the City's Storm Water Pollution Prevention Permit, and the National Pollutant Discharge Elimination System (NPDES), to the satisfaction of the City Engineer and the Regional Water Quality Control Board. 3. The project Storm Water Pollution Prevention Plans (SWPPPs) shall include stormwater pollution prevention and control measures for the operation and maintenance of the project during and after construction for the review and approval by the City Engineer. The SWPPPs shall identify Best Management Practices (BMPs) appropriate to the uses conducted on -site in order to limit to the maximum extent practicable the entry of pollutants into stormwater runoff. 4. The plans shall also include erosion control measures to prevent soil, dirt and debris from entering the storm drain system, in accordance with the practices outlined in the ABAG Erosion and Sediment Control Handbook, California Storm Water Best management practice Handbooks, and the Regional Water Quality Control Board's Erosion and Sediment Control Field Manual. 5. Until such time as all construction for the development has been completed to the satisfaction of the City Engineer, the Subdivider shall provide current Erosion & Sediment Control Plans, and amended SWPPPs for all portions of the site where construction is ongoing. Said Plans shall be submitted to the City Engineer for review and approval on or before September 1 of each calendar year, and shall be fully implemented on or before October 15 of each calendar year. E. WATER SYSTEM 1. Prior to approval of the Final Map for the project, the Subdivider shall submit signed agreements with EBMUD, for the construction of the proposed water main connections. F. SANITARY SEWER SYSTEM 1. Sanitary sewer service to the project is proposed by connections to City facilities. Prior to the approval of the Final Map, the Subdivider shall evaluate the capacity of the existing sanitary sewer system and shall identify any capacity deficiencies and required improvements to meet the needs of the project. All required improvements are subject to the review and approval of the City Engineer and shall be constructed as part of the Subdivision improvements. 2. City facilities proposed to be utilized by the project eventually flow to the existing sewers in Davis Street. The City's Sanitryy Sewer System Capability Study and Master Plan (1995) has identified capacity deficiencies in the existing sewers in Davis Street. Prior to approval of' the Final Map. Subdivider shall pay his fair share of the costs to upgrade the existing sewers in Davis Street and further downstream, as determined by the City Engineer. G. UNDERGROUNDING OF OVERHEAD UTILITIES 1. The Subdivider shall place all utility services for the project underground. VIM 7154 IN[ l Y III III DI RS