Laserfiche WebLink
Mo Hatef -3- <br /> Community Development Department <br /> PA-1200063 (SA) <br /> fence or equal when the maximum design depth is 18 inches or more. Required retention basin capacity shall <br /> be calculated and submitted along with a drainage plan for review and approval,prior to release of building <br /> permit. (Development Title Section 9-1135) <br /> 12. The proposed project disturbs less than one(1)acre of ground and is not part of a larger plan of common <br /> development. The construction phase of the proposed project shall follow best management practices as may <br /> be appropriate to minimize the discharge and transport of pollutants. <br /> 13. The final site plan shall show the extent of the 100-year floodplain.All new structures and substantial <br /> improvements located within a Federal Flood Insurance Administration Designated Flood Hazard Area <br /> (designated as Zone AE)shall be elevated a minimum of one foot above the 100-year base flood elevation of <br /> 34 feet referenced to NAVD 1988. <br /> 14. A San Joaquin County Watercourse Encroachment Permit shall be obtained for work done on Gill Creek and <br /> within 25 feet from the top of bank of Gill Creek.All new structures shall be set back a minimum of 25 feet <br /> from the top of bank of Gill Creek. <br /> Informational Notes: <br /> (i.) This property is subject to the requirements of San Joaquin County Mosquito&Vector Control District(209- <br /> 982-4675)and the California Health and Safety Code for the prevention of mosquitoes.Best Management <br /> Practices(BMP)guidelines for stormwater devices,ponds and wetlands are available. <br /> (ii.) All future building permits for projects located within a Special Flood Hazard Area at the time of permit <br /> issuance shall meet the San Joaquin County flood hazard reduction requirements(Title 9,Chapter 9-1605) <br /> and all requirements of the State of California(CCR Title 23)that are in force at the time of permit issuance. <br /> As an example,these requirements may include raising the finish floor elevation one foot above the expected <br /> flood level and/or using flood resistant materials. <br /> AC:BD:DS <br /> X..ICOAflAENYYM1YR20121PA-1200063 (St.Jorge Winery Expamion-Bender Rd)1PA-1200063.doc <br />