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2018-01-29 10:21:25 | STORM WATER POLLUTION PREVENTION PLAN (SWPPP) |
| 1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS |
| COMPRISED OF AN EROSION AND |
| SEDIMENTATION CONTROL PLAN, THE EROSION AND |
| SEDIMENTATION CONTROL DETAILS, AND ALL |
| SUBSEQUENT REPORTS AND RELATED DOCUMENTS PROVIDED AND |
| UPDATED BY THE CONTRACTOR. |
| 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH |
| STORM WATER POLLUTION PREVENTION |
| SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF |
| FLORIDA NATIONAL POLLUTANT DISCHARGE |
| ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND |
| BECOME FAMILIAR WITH THEIR |
| CONTENTS. |
| 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT |
| PRACTICES (BMP'S) AS REQUIRED BY THE |
| SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE |
| IMPLEMENTED AS DICTATED BY |
| CONDITIONS AT NO ADDITIONAL COST TO THE OWNER |
| THROUGHOUT ALL PHASES OF CONSTRUCTION. |
| 4. BEST MANAGEMENT PRACTICES AND CONTROLS SHALL CONFORM |
| TO FEDERAL, STATE, OR LOCAL |
| REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE |
| CONTRACTOR SHALL IMPLEMENT |
| ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING |
| AGENCY OR THE OWNER. |
| 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL |
| STATE WATERS. PERMITS FOR ANY |
| CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR |
| REGULATED WETLANDS MUST BE MAINTAINED |
| ON SITE AT ALL TIMES. |
| 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE |
| MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL |
| PERMIT, IF ONE HAS BEEN ISSUED. |
| 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY |
| PARKING AND STORAGE AREA WHICH SHALL |
| ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING |
| AREA, EMPLOYEE PARKING AREA, |
| AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE |
| TRAILERS, AND TOILET FACILITIES. |
| 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, |
| EQUIPMENT CLEANING, ETC.) SHALL BE |
| DETAINED AND PROPERLY TREATED OR DISPOSED. |
| 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND |
| FLOTATION BOOMS SHALL BE MAINTAINED |
| ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP |
| FUEL OR CHEMICAL SPILLS AND LEAKS. |
| 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL |
| OF DUST AND DIRT RISING AND |
| SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL |
| PROVIDE WATER SPRINKLING OR OTHER |
| SUITABLE METHODS OF CONTROL. THE USE OF MOTOR OILS AND |
| OTHER PETROLEUM BASED OR TOXIC |
| LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. |
| THE CONTRACTOR SHALL COMPLY |
| WITH ALL GOVERNING REGULATIONS PERTAINING TO |
| ENVIRONMENTAL PROTECTION. |
| 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH |
| MATERIALS SHALL BE DEPOSITED INTO SEALED |
| CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING |
| THE PREMISES THROUGH THE ACTION |
| OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES |
| OR WATERS OF THE STATE. |
| 12. ALL STORM WATER POLLUTION PREVENTION MEASURES |
| PRESENTED ON THE PLAN, SHALL BE INITIATED |
| AS SOON AS PRACTICABLE. |
| 13. THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON |
| ALL EXISTING AND PROPOSED DRAINAGE |
| STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL |
| ACCEPTANCE OF THE PROJECT BY |
| THE OWNER. ALL DRAINAGE STRUCTURES AND PIPES WITHIN THE |
| LIMITS OF CONSTRUCTION SHALL BE |
| CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF |
| CONSTRUCTION TO PROVIDE POSITIVE |
| DRAINAGE FLOWS. |
| 14. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON |
| AS PRACTICAL. |
| 15. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION |
| ACTIVITY HAS PERMANENTLY STOPPED |
| SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE |
| STABILIZED NO LATER THAN 7 DAYS |
| AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED. |
| 16. IF A GRAVEL CONSTRUCTION ENTRANCE IS NOT USED OR |
| THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL |
| CONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO REMOVE THE |
| MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED |
| BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS |
| USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH |
| WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF |
| THE SITE. |
| 17. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED |
| FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST |
| BE REMOVED AS SOON AS POSSIBLE. |
| 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING |
| ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER |
| DRAINAGE SYSTEMS IN CONJUNCTION WITH THE DEMOLITION, |
| CONSTRUCTION, OR STABILIZATION OF THE SITE. |
| 19. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS |
| SHALL BE PROTECTED FROM EROSION AND |
| SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT |
| PRACTICES. STOCKPILE AND |
| BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION |
| CONTROL PLAN AND PERMITTED IN |
| ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. |
| 20. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION |
| DURING THE GRADING PHASE TO REDUCE |
| RUNOFF VELOCITIES AND EROSION. |
| 21. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE |
| PROJECT, THE CONTRACTOR SHALL BE |
| RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES |
| (SILT FENCES, ETC.) TO PREVENT |
| EROSION. |
| 22. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF |
| EACH WORKING DAY, THIS INCLUDES BACK |
| FILLING OF TRENCHES FOR UTILITY DEMOLITION OR |
| CONSTRUCTION AND PLACEMENT OF GRAVEL OR |
| BITUMINOUS PAVING FOR ROAD CONSTRUCTION. |
| 23. EROSION AND SEDIMENTATION CONTROL PLANS PROVIDED |
| HEREIN ARE A GUIDELINE ONLY. THE |
| CONTRACTOR IS RESPONSIBLE FOR PREPARING THE FINAL |
| POLLUTION PREVENTION PLAN. THE PLAN |
| SHALL BE SUBMITTED TO THE OWNER WHICH DEMONSTRATES THE |
| MECHANISMS AND PRACTICES |
| THAT WILL BE EMPLOYED TO PROTECT THE CONSTRUCTION SITE |
| AND SURROUNDING AREA DURING |
| CONSTRUCTION. THE PLAN SHALL BE CONSISTENT WITH FEDERAL |
| NATIONAL POLLUTANT DISCHARGE |
| ELIMINATION SYSTEM (NPDES PERMIT REQUIREMENTS |
| PERTAINING TO POLLUTION PREVENTION PLANS. |
| THE PLAN SHALL INCLUDE, BUT NOT BE LIMITED TO, THE |
| LOCATIONS OF SILT BARRIERS, EMERGENCY |
| RESPONSE PRACTICES, AND OTHER METHODS TO PREVENT |
| POLLUTION. REFUELING OR STORAGE OF |
| VEHICLES OR EQUIPMENT THAT UTILIZE PETROLEUM BASED |
| PRODUCTS SHALL BE PROHIBITED |
| ANYWHERE WITHIN 50 FEET OF A WATER'S EDGE. THE PLAN |
| SHALL BE FILED WITH ALL APPLICABLE |
| REGULATORY AGENCIES BY THE CONTRACTOR. REFER TO FURTHER |
| NOTES AND DETAILS WITHIN |
| THESE DOCUMENTS. |
| 24. SILT FENCE IS REQUIRED AS SHOWN ON THE PLANS AND |
| ANYWHERE ADDITIONAL AT THE |
| CONTRACTOR'S DISCRETION. SILT FENCE IS NOT APPLICABLE |
| IN PAVEMENT AREAS. LIMITS OF |
| CONSTRUCTION SHOWN ARE DIAGRAMATIC. CONTRACTOR TO |
| PROVIDE PLAN FOR SHOP DRAWING |
| REVIEW. |
| DEMOLITION NOTES |
| 1. BROKEN PAVEMENT OR OTHER DEBRIS SHALL BE REMOVED |
| FROM THE SITE AS SOON AS PRACTICAL. EXCAVATED MATERIALS |
| SHALL NOT BE STOCKPILED IN THE RIGHT-OF-WAY OR EASEMENT |
| DURING CONSTRUCTION. |
| 2. VEGETATION, MUCK, AND ANY DELETERIOUS MATERIAL |
| WITHIN THE RIGHT-OF-WAY LIMITS OF ALL |
| STREETS MUST BE REMOVED AND REPLACED WITH CLEAN FILL |
| MATERIAL, FREE OF STUMPS, LARGE |
| ROOTS, OR OTHER MATTER NOT SUITABLE FOR INCLUSION IN |
| ROADWAY FILL. |
| 3. AFTER REMOVAL OF UNDERGROUND PIPES, THE TRENCHES |
| SHALL BE BACKFILLED. BACKFILL |
| MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE |
| (12) INCHES IN THICKNESS, WITH |
| EACH LAYER CAREFULLY COMPACTED TO NINETY-EIGHT PERCENT |
| (98%) OF MAXIMUM DENSITY, PER |
| AASTHO T-180 AND TESTED, BEFORE PLACING SUCCEEDING |
| LAYERS. DENSITY TESTS SHALL BE TAKEN |
| AT MAXIMUM TWO-HUNDRED FOOT (200') INTERVALS, STAGGERED |
| EACH SIDE OF THE TRENCH. AT A |
| MINIMUM, BACKFILLING AND COMPACTION SHALL BE PER FDOT, |
| CITY OF WEST PALM BEACH, AND/OR |
| AASHTO STANDARDS. |
| 4. CONTRACTOR SHALL STORE AND PROTECT ANY ITEMS NOTED |
| TO BE RELOCATED. ANY DAMAGED |
| ITEMS SHALL BE REPLACED AT THE EXPENSE OF THE |
| CONTRACTOR. |
| 5. THE OWNER MAY DESIGNATE ADDITIONAL ITEMS TO BE |
| SALVAGED AND PROVIDED TO THE OWNER. |
| 6. REFER TO THE DEMOLITION PLAN FOR ADDITIONAL DETAILS |
| OF EXISTING STRUCTURES, ETC., |
| LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE |
| NOTED, ALL EXISTING BUILDINGS, |
| STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, |
| SIGNS, AND ALL APPURTENANCES ARE TO |
| BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY |
| DISPOSED OF IN A LEGAL MANNER. |
| 7. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN |
| FOR DEMOLITION/PRESERVATION OF |
| EXISTING TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE |
| REMOVED OR RELOCATED SHALL BE |
| PRESERVED . TREE PROTECTION FENCING SHALL BE INSTALLED |
| PRIOR |
| TO ANY DEMOLITION. ALL TRESS TO BE SAVED UNLESS |
| OTHERWISE NOTED. |
| 8. CONTRACTOR TO NOTE EXISTING TREES TO REMAIN. SHOULD |
| ANY TREE TO BE REMAIN BE DAMAGED |
| BY THE CONTRACTOR, IT WILL REQUIRE REPLACEMENT IN KIND. |
| MAINTENANCE |
| 1. ALL MEASURES STATED ON THE EROSION AND SEDIMENTATION |
| CONTROL PLAN, AND IN THE STORM |
| WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN |
| FULLY FUNCTIONAL CONDITION |
| UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK |
| OR FINAL STABILIZATION OF THE |
| SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES |
| SHALL BE CHECKED BY A QUALIFIED |
| PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND |
| WITHIN 24 HOURS OF THE END OF A |
| 0.5 INCH RAINFALL EVENT, AND CLEANED AND REPAIRED IN |
| ACCORDANCE WITH THE FOLLOWING: |
| 2. INLET PROTECTION DEVICES AND BARRIERS SHALL BE |
| REPAIRED OR REPLACED IF THEY SHOW SIGNS |
| OF UNDERMINING, OR DETERIORATION. |
| 3. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE |
| THAT A GOOD STAND IS MAINTAINED. |
| AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS |
| NEEDED. |
| 4. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL |
| CONDITIONS IF DAMAGED. SEDIMENT SHALL BE |
| REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF |
| THE HEIGHT OF THE SILT FENCE. |
| 5. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A |
| CONDITION WHICH WILL PREVENT |
| TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS |
| MAY REQUIRE PERIODIC TOP |
| DRESSING OF THE CONSTRUCTION ENTRANCE AS CONDITIONS |
| DEMAND. |
| 6. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT |
| IN GOOD CONDITION (SUITABLE FOR |
| PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP |
| DRESSING OF THE TEMPORARY |
| PARKING AS CONDITIONS DEMAND. |
| 7. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER, |
| SPECIFICALLY, THE RULES AND |
| REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH |
| ADMINISTRATION (OSHA), THE FLORIDA |
| DEPARTMENT OF TRANSPORTATION (FDOT), THE MANUAL OF |
| UNIFORM TRAFFIC CONTROL DEVICES |
| (MUTCD), SHALL BE STRICTLY OBSERVED. |
| 8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR |
| COMPLIANCE WITH THE STATE OF FLORIDA |
| TRENCH SAFETY ACT. |
| HTTP://DEP.STATE.FL.US/WATER/STORMWATER/INDEX.HTM |
| HTTP://DEP.STATE.FL.US/WATER/STORMWATER/NPDES/SWPPP.HTM |
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