SU0004916 - Laserfiche WebLink

Home Browse Search

Implementation 6.7.1b.The class location designation of a pipeline should be reviewed and revised by the PUC for any high pressure gas pipelines that would be proximate to residential development. Alternative routes for any future gas pipelines easements should be identified by the developer and approved by the PUC. Implementation 6.7.1.e.All habitable residential structures shall maintain a*minimum 58 setback from the easement edge as set forth in the Specific Plan III Pipeline Risk Analysis to achieve a risk level of less than one in a million. Implementation 6.7.1.d.All development shall comply with the MHCSD Emergency Pipelines Safety Plan. Prior to any construction,appropriate plans, operating procedures and safeguards shall be undertaken to insure safety in the area of fuel lines and pipelines. Implementation 6.7.2.a.No direct drainage connection shall be made which allows nuisance runoff from existing dairies to enter into the MHCSD's public storm drainage system. Implementation 6.7.2.b.Prior to approval of a tentative map,the applicant shall submit plans for approval of the Planning Director to terminate dairy and other livestock operations within the site and clean up any contamination to meet standards of the County Health Department,Regional Water Quality Control Board,and other applicable state and county standards and ordinances. Implementation 6.7.2.c.Dairy and other livestock operations should contain all operational and flood flows on-site. Implementation 6.73.a.Adequate efforts shall be made during design and construction of urban improvements,including buildings,to control or eliminate,if possible,soil erosion and sedimentation associated with construction activities. Implementation 6.73.b.All implementing projects shall comply with the applicable provisions of the MHCSD Emergency Preparedness Plan. Implementation 6.73.c.The applicant shall prepare and submit a Geotechnical Engineering Report to comply with all California laws designed to minimize the potential adverse seismic safety effects of an earthquake. Implementation 6.73.d.In order to mitigate the potential for liquefaction and expansive soils at the project sites,all structures shall be supported foundations designed to accommodate the predicted ground deformation as set forth in the project's Geotechnical Engineering Report.The applicant shall also design all infrastructure improvements to include flexible connections where critical underground utilities enter buildings to accommodate the anticipated differential ground movements. Implementation 6.73.e.The applicant shall use a Seismic Zone Factor of "4"for the design of emergency and critical facilities which shall be documented in building permits issued for such facilities. Implementation 6.73.E The applicant shall prepare a Storm Water Pollution Prevention Plan (SWPPP)that will describe the measures or practices to control pollutant runoff. The SWPPP must be prepared and implemented prior to start of construction College Park at Mountain House Specific Plan III Draft EIR EDAW San Joaquin County 4.9-23 Public Health and Safety