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SECTION 43D. USES PERMITTED SUBJECT TO SITE PLAN REVIEW. <br /> <br /> <br />ANY USE PERMITTED IN AN EXISTING DISTRICT WHICH IS OVERLAPPED BY THE FP DISTRICT IS PERMITTED <br /> <br /> IN THE CORRESPONDING PORTION OF THE FP DISTRICT, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: <br /> <br /> <br />1. A PLAN FOR THE DEVELOPMENT OF THE ENTIRE SITE WHICH LIES WITHIN THE FLOOD PLAIN SHALL BE SUBMITTED <br /> <br /> IN ACCORDANCE WITH THE PROVISIONS OF §72A. <br /> <br />ON APPLICATION OF ANY OWNER OF PROPERTY WITHIN THE FP DISTRICT THE CITY SHALL DETERMINE AND ESTABLISH <br /> <br /> IN THE FIELD ON SUCH PROPERTY THE ELEVATION OF THE BOUNDARIES OF THE FLOOD PLAIN AND FLOOD WAY, AS <br /> <br />RELATED TO MEAN SEA LEVEL. SUCH DETERMINATION SHALL BE MADE WITH REFERENCE TO DATA PREPARED BY <br /> <br />THE U.S. ARMY CORPS OF ENGINEERS OR OTHER QUALIFIED ENGINEERING SOURCES, BASED UPON GENERALLY <br /> <br /> ACCEPTED HYDRAULIC ENGINEERING PRACTICES. SUCH OWNER SHALL THEN BE ENTITLED TO UTILIZE THE <br /> <br />BOUNDARIES SO DETERMINED IN PREPARATION OF HIS SITE PLAN. <br /> <br /> <br />2. PREREQUISITES FOR FLOOD PLAIN DEVELOPMENT: <br /> <br /> <br />A. THE LOWEST HABITABLE FLOOR OF ANY RESIDENTIAL STRUCTURE MUST BE AT LEAST ONE FOOT HIGHER <br /> <br /> THAN THE ELEVATION OF THE OUTER LIMIT OF THE FP DISTRICT. THE ELEVATION OF SAID LOWEST FLOOR SHALL <br /> <br /> BE PROVIDED ALONG WITH THE REQUIRED SITE PLAN. ANY BASEMENT OR CELLAR OF A RESIDENTIAL STRUCTURE <br /> <br /> NOT DESIGNED FOR HUMAN HABITATION MAY LIE BELOW THE ELEVATION OF THE OUTER LIMIT OF THE FP DISTRICT, <br /> <br />PROVIDED THAT IT IS FLOOD PROOFED IN ACCORDANCE WITH §43D-2C OF THIS ARTICLE AND FURTHER PROVIDE <br /> <br /> THAT THE LOCATION OF SUCH STRUCTURE DOES NOT ENCROACH UPON THE FLOOD WAY. <br /> <br /> <br />B. ANY NEW STRUCTURE, OTHER THAN A RESIDENTIAL STRUCTURE, TO BE BUILT IN A BUSINESS OR MANUFACTURING <br /> <br /> ZONE OVERLAPPED BY THE FP DISTRICT OR ANY ADDITION TO AN EXISTING COMMERCIAL OR INDUSTRIAL BUILDING, <br /> <br />SHALL BE CONSTRUCTED SO THAT THE LOWEST FLOOR IS AT LEAST ONE FOOT HIGHER THAN THE ELEVATION OF THE <br /> <br />OUTER LIMIT OF THE FP DISTRICT, OR SHALL BE FLOOD PROOFED IN ACCORDANCE WITH §43D-2(C) OF THIS ARTICLE, <br /> <br />PROVIDED THAT IN NO CASE SHALL SUCH STRUCTURE ENCROACH UPON THE FLOOD WAY. <br /> <br /> <br />C. IN CASES IN WHICH FLOOD PROOFING MEASURES ARE PERMITTED TO SATISFY THE REQUIREMENTS OF THIS <br /> <br />ARTICLE THE PLANNING COMMISSION SHALL SEEK TO INSURE IN THE PROCESS OF SITE PLAN REVIEW THAT SUCH <br /> <br /> MEASURES WILL BE CONSISTENT WITH FLOOD ELEVATIONS, VELOCITIES AND VOLUMES OF THE INTERMEDIATE <br /> <br /> REGIONAL FLOOD FOR THE SITE IN QUESTION. ON ANY BUILDING OR STRUCTURE FOR WHICH FLOOD PROOFING IS <br /> <br /> REQUIRED, SUCH MEASURES SHALL BE PERFORMED TO AN ELEVATION OF ONE FOOT ABOVE THE LEVEL OF THE <br /> <br /> INTERMEDIATE REGIONAL FLOOD. THE FOLLOWING FLOOD PROOFING MEASURES MAY BE REQUIRED: <br /> <br /> <br />1. ANCHORAGE TO RESIST FLotation AND LATERAL MOVEMENT; <br /> <br /> <br />2. INSTALLATION OF WATERTIGHT DOORS, BULKHEADS, AND SHUTTERS, OR SIMILAR METHODS OF CONSTRUCTION; <br /> <br /> <br />3. REINFORCEMENT OF WALLS TO RESIST WATER PRESSURE; <br /> <br /> <br />4. USE OF PAINTS, MEMBRANES, OR MORTARS TO REDUCE SEEPAGE OF WATER THROUGH WALLS; <br /> <br /> <br />5. ADDITION OF MASS OR WEIGHT TO STRUCTURES TO RESIST FLOTATION; <br /> <br /> <br />6. INSTALLATION OF PUMPS TO LOWER WATER LEVELS IN STRUCTURES; <br /> <br /> <br />7. CONSTRUCTION OF WATER SUPPLY AND WASTE-TREATMENT SYSTEMS SO AS TO PREVENT THE <br /> <br /> ENTRANCE OF FLOOD WATERS; <br /> <br /> <br />8. INSTALLATION OF PUMPING FACILITIES OR COMPARABLE PRACTICES FOR SUBSURFACE DRAINAGE <br /> <br /> SYSTEMS FOR BUILDINGS, TO RELIEVE EXTERNAL FOUNDATION WALL AND BASEMENT FLOOD PRESSURES; <br /> <br /> <br />9. CONSTRUCTION TO RESIST RUPTURE OR COLLAPSE CAUSED BY WATER PRESSURE OR FLOATING DEBRIS; <br /> <br /> <br />10. INSTALLATION OF VALVES OR CONTROLS ON SANITARY AND STORM DRAINS WHICH WILL PERMIT <br /> <br /> THE DRAINS TO BE CLOSED TO PREVENT BACK-UP OF SEWAGE AND STORM WATERS INTO THE BUILDINGS <br /> <br /> OR STRUCTURES. GRAVITY DRAINAGE OF BASEMENTS MAY BE ELIMINATED BY MECHANICAL DEVICES; <br /> <br /> <br />11. LOCATION OF ALL ELECTRICAL EQUIPMENT, CIRCUITS, AND INSTALLED ELECTRICAL APPLIANCES <br /> <br /> IN A MANNER WHICH WILL ASSURE THEY ARE NOT SUBJECT TO FLOODING AND WHICH PROVIDES <br /> <br /> PROTECTION FROM INUNDATION BY THE INTERMEDIATE REGIONAL FLOOD; <br /> <br /> <br />12. LOCATION OF ANY STRUCTURAL STORAGE FACILITIES FOR CHEMICALS, EXPLOSIVES, BUOYANT <br /> <br /> MATERIALS, FLAMMABLE LIQUIDS, OR OTHER TOXIC MATERIALS WHICH COULD BE INJURIOUS TO PLANT, <br /> <br /> ANIMAL OR HUMAN LIFE AT ELEVATIONS AT LEAST ONE FOOT ABOVE THE ELEVATION OF THE OUTER LIMIT <br /> <br />OF THE FP DISTRICT; <br /> <br /> <br />D. FILL IS PERMITTED WITHIN THE FP DISTRICT IF THE FOLLOWING CONDITIONS ARE SATISFIED: <br /> <br /> <br />1. ANY FILL PROPOSED TO BE DEPOSITED IN THE FLOOD PLAIN MUST BE SHOWN TO HAVE SOME BENEFICIAL <br /> <br /> PURPOSE AND THE AMOUNT THEREOF TO BE NOT GREATER THAN IS NECESSARY TO ACHIEVE THE PURPOSE, <br /> <br />AS DEMONSTRATED BY A PLAN SUBMITTED BY THE OWNER SHOWING THE USES TO WHICH THE FILLED LAND WILL <br /> <br /> BE PUT AND THE FINAL DIMENSIONS OF THE PROPOSED FILL; <br /> <br /> <br />2. SUCH FILL SHALL BE PROTECTED AGAINST EROSION BY COMPACTION, RIPRAP, VEGETATIVE COVER, OR BULKHEADING; <br /> <br /> <br />3. THE FILL SHALL BE OF SUCH MATERIAL AS WILL NOT POLLUTE SURFACE WATER OR GROUND WATER; <br /> <br /> <br />4. SUCH FILL SHALL NOT EXTEND INTO OR ENCROACH UPON THE FLOOD WAY. <br /> <br /> <br />E. STORAGE OF MATERIAL OR EQUIPMENT THAT IS NOT FLAMMABLE, EXPLOSIVE OR POTENTIALLY <br /> <br /> INJURIOUS TO HUMAN, ANIMAL OR PLANT LIFE MAY BE PERMITTED IN AN OVERLAPPED ZONE WHICH <br /> <br /> PERMITS SUCH USE, IF SUCH MATERIAL OR EQUIPMENT IS READILY REMOVABLE WITHIN THE TIME <br /> <br />AVAILABLE AFTER FLOOD WARNING OR IF ADEQUATE FLOOD PROOFING IS PROVIDED, IN ACCORDANCE <br /> <br /> WITH §43D-2(C) OF THIS ARTICLE.