| Date |
Text |
| 2010-09-23 08:14:36 | FAIL STATUS: |
| | |
| | COMMENT #1 |
| | - NO POLLUTION CONTROL PLAN SUBMITTED OR SUBMITTED WITH |
| | OUT ENGINEERING SERVICES DEPARTMENT APPROVED STAMP. |
| | - SILT FENCE NEEDS TO BE INSTALLED AROUND ANY AREAS TO |
| | BE DISTURBED. |
| | - FILTER FABRIC IS REQUIRED UNDER THE CATCH BASIN |
| | GRATES WITH ROCK BAGS AT ANY CURBED INLET ON-SITE TO |
| | STOP SOLIDS FROM ENTER THE SYSTEM. |
| | - FILTER FABRIC IS REQUIRED UNDER THE CATCH BASIN |
| | GRATES WITH ROCK BAGS AT ANY CURBED INLET OFF-SITE TO |
| | STOP SOLIDS FROM ENTER THE SYSTEM. |
| | - ADD TURBIDITY BARRIER AT THE OUTFALL TO: (LIST THE |
| | CANAL OR AREA OF INTRACOASTAL THAT NEEDS PROTECTING. |
| | -SUPPLY POLLUTION CONTROL PLAN SHOWING: |
| | A) WHERE SILT SCREENS WILL BE INSTALLED, |
| | B) SHOW THE PROTECTION OF ALL ON-SITE CATCH BASINS |
| | C) SHOW PROTECTION OF ALL OFF-SITE CATCH BASINS |
| | D) INCLUDE DETAILS AS TO THE TYPE OF PROTECTION USED ON |
| | THE CATCH BASINS |
| | E) SHOW HOW SITE DIRT WILL NOT BE TRACKED INTO THE |
| | ROADS |
| | RUNOFF SHALL BE DISCHARGED FROM IMPERVIOUS SURFACES |
| | THROUGH RETENTION AREAS, DETENTION DEVICES, FILTERING |
| | AND CLEANSING DEVICES, OR SUBJECT TO SOME OTHER TYPE OF |
| | BEST MANAGEMENT PRACTICE (BMP) PRIOR TO DISCHARGE FROM |
| | THE PROJECT SITE. PROJECTS WHICH INCLUDE SUBSTANTIAL |
| | PAVED AREAS, SUCH AS, SHOPPING CENTERS, LARGE HIGHWAY |
| | INTERSECTIONS WITH FREQUENT STOPPED TRAFFIC, AND HIGH |
| | DENSITY DEVELOPMENTS, PROVISIONS SHALL BE MADE FOR THE |
| | REMOVAL OF OIL, GREASE, AND SEDIMENT FROM STORM WATER |
| | DISCHARGES. |
| | |
| | CODE OF ORDINANCES, CITY OF WEST PALM BEACH, FLORIDA, |
| | CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED SEPT. 22, |
| | 2008. (SUPPLEMENT NO. 18), CHAPTER 90 UTILITIES, |
| | ARTICLE V. STORMWATER POLLUTION PREVENTION |
| | SEC. 90-203. PROHIBITED DISCHARGES; ILLICIT |
| | CONNECTIONS. |
| | (A) GENERAL PROHIBITION. EXCEPT AS PROVIDED IN SECTION |
| | 90-205, AND EXCEPT PURSUANT TO A VALID NPDES |
| | PERMIT, IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | DIRECTLY OR INDIRECTLY DEPOSIT, DISCHARGE, SPILL, OR |
| | DUMP INTO |
| | ANY OF THE PUBLIC WATERS OR MUNICIPAL SEPARATE STORM |
| | SEWER SYSTEM WITHIN THE CITY, ANY SUBSTANCE OTHER |
| | THAN THAT COMPOSED ENTIRELY OF STORM WATER. |
| | |
| | CODE OF ORDINANCES, CITY OF WEST PALM BEACH, FLORIDA, |
| | CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED SEPT. 22, |
| | 2008. (SUPPLEMENT NO. 18), CHAPTER 94 ZONING AND LAND |
| | DEVELOPMENT REGULATIONS |
| | ARTICLE XIV. LANDSCAPING, LAND CLEARING, AND TREE |
| | PROTECTION |
| | SEC. 94-450. VACANT LOT AND CONSTRUCTION SITE |
| | MAINTENANCE. |
| | (A) INTENT. THE INTENT OF THIS SECTION IS TO MINIMIZE |
| | THE DETRIMENTAL HEALTH, SAFETY, GENERAL WELFARE AND |
| | IMPACTS OF VACANT |
| | LOTS AND CONSTRUCTION ACTIVITIES ON THE RESIDENTS OF |
| | THE CITY OF WEST PALM BEACH; TO ENSURE THAT EACH VACANT |
| | LOT AND |
| | CONSTRUCTION SITE IS MAINTAINED, AND EACH CONSTRUCTION |
| | ACTIVITY IS CONDUCTED IN SUCH A MANNER SO AS TO AVOID |
| | UNNECESSARY INCONVENIENCE AND ANNOYANCE TO THE GENERAL |
| | PUBLIC AND THE OCCUPANTS OF THE NEIGHBORING PROPERTIES; |
| | AND TO REQUIRE MAINTENANCE PRACTICES THAT WILL REDUCE |
| | THE AMOUNT OF SEDIMENT AND OTHER POLLUTANTS LEAVING |
| | CONSTRUCTION SITES DURING LAND DEVELOPMENT OR LAND |
| | DISTURBING CONSTRUCTION ACTIVITIES. |
| | |
| | COMMENT #2 |
| | FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) - |
| | PROVIDE PROOF OF NOTICE OF INTENT. |
| | HTTP://EPIC229.DEP.STATE.FL.US/DWRMINOI/ |
| | HTTP://WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/ |
| | |
| | NPDES STORM WATER NOTICES CENTER, MS# 2510 |
| | FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION |
| | 2600 BLAIR STONE ROAD |
| | TALLAHASSEE, FLORIDA 32399-2400 |
| | PHONE (850) 245-7522 |
| | |
| | NOTE: FDEP (PREVIOUSLY FLORIDA DEPARTMENT OF |
| | ENVIRONMENTAL REGULATION ??? FDER) HISTORICALLY HAS |
| | REGULATED DREDGE AND FILL OPERATIONS, AND STORM WATER |
| | DISCHARGE QUALITY UNDER CHAPTERS 62??302 (WATER |
| | QUALITY), 62-4 (PERMITS), 62-312 (DREDGE AND FILL), |
| | 62-550 (DRINKING WATER), AND 62-25 (REGULATION OF STORM |
| | WATER DISCHARGE) OF THE FLORIDA ADMINISTRATIVE CODE |
| | (FAC). FDEP???S REGULATORY RESPONSIBILITIES HAVE GROWN |
| | SINCE THE ADOPTION OF THE FLORIDA AIR AND WATER |
| | POLLUTION CONTROL ACT. ADDITIONAL RESPONSIBILITIES |
| | ASSIGNED THROUGH THE NOVA CANAL SYSTEM WATERSHED STUDY |
| | AREA INCLUDE DESIGNATING AND ADMINISTERING OUTSTANDING |
| | FLORIDA WATERS (OFW) AND CLASS III SURFACE WATER |
| | QUALITY AREAS. FURTHERMORE, LEGISLATION HAS DEFINED |
| | DEP???S ROLE IN THE STATE NATIONAL POLLUTION DISCHARGE |
| | ELIMINATION SYSTEM (NPDES) PROGRAM, CREATION OF |
| | STORMWATER UTILITIES, AND WETLAND PROTECTION. DREDGE |
| | AND FILL ACTIVITIES WITHIN WETLANDS REQUIRE A PERMIT, |
| | EXCEPT FOR THOSE WHICH HAVE BEEN DELEGATED TO SFWMD. |
| | |
| | COMMENT#3 |
| | PROJECT MUST MEET WATER QUALITY CRITERIA PER SFWMD |
| | (SOUTH FLORIDA WATER MANAGEMENT DISTRICT CRITERIA) |
| | RETENTION/DETENTION CALCULATIONS INCLUDING PERVIOUS AND |
| | IMPERVIOUS AREAS. |
| | SURFACE WATER CRITERIA: |
| | SFWMD, APPLICANTS TREAT FIRST INCH OF RUNOFF OR |
| | 2 ?? TIMES THE IMPERVIOUS AREA, WHICH EVER IS GREATER. |
| | (ADDITIONAL 50% TREATMENT MUST BE PROVIDED FOR |
| | DISCHARGE INTO CLASS I AND II WATER BODIES.) (LITORAL |
| | ZONES OR CONSTRUCTED WETLANDS) (INCREASED CONTACT TIME |
| | WITH ???IN-WATER BAFFLE SYSTEMS OR INCREASED LAKES |
| | WIDTH AND TRAVEL DISTANCE. |
| | SUSPENTION OF SOLIDS IS ALSO A QUALITY ISSUE. REDUCE |
| | THE IMPACT OF NUTRIENT DISCHARGES FROM SURFACE WATER. |
| | WATER QUALITY. |
| | PRE ???VS- POST ANALYSIS DEMONSTRATING THAT THE |
| | PROPOSED POST-DEVELOPMENT DISCHARGE WILL BE NO GREATER |
| | THAN THE PRE-DEVELOPMENT (CURRENT CONDITION) DISCHARGE |
| | FOR THE PARAMETER THAT???S IMPAIRED. |
| | |
| | COMMENT #4 |
| | ENGINEERING SERVICES EROSION CONTROL & LAND |
| | STABILIZATION BOND (ORD. 4060-07) * |
| | HTTP://WWW.CITYOFWPB.COM/ENGINEERING/UPLOADS/2009-06-16 |
| | -14-38-16-PERFORMANCEBOND-IMPROVEMENTS.PDF |
| | |
| | COMMENT #5 |
| | - NO SIDEWALK OR DRIVEWAY APPROACH PLAN SUBMITTED - |
| | ENGINEERING SERVICES DEPARTMENT APPROVAL. |
| | DRIVEWAY APPROACH CONFIGURATION, SITE CONSTRUCTION |
| | ACCESSIBILITY AND LOGISTICS PLAN SHOULD BE DISCUSSED |
| | WITH THE RIGHT-OF-WAY DIVISION PRIOR TO BEING SUBMITTED |
| | TO CONSTRUCTION SERVICES. |
| | MAINTENANCE OF TRAFFIC PLAN (M.O.T. PLAN) ??? IS |
| | REQUIRED TO ADDRESS SPECIFIC PLANS FOR LANE CLOSURES, |
| | DETOURS, OR OTHER IMPACTS ON OR AFFECTING STREETS AND |
| | ROADS UNDER THE JURISDICTION OF THE CITY. |
| | THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE |
| | CONSTRUCTION PERMITS ADDRESS, RESERVATION OF CAPACITY |
| | BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS, |
| | BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION. |
| | CONTACT THE RIGHT-OF-WAY REVIEWER, WINDEL PALMER, |
| | PROJECT COORDINATOR, THE TRAFFIC ENGINEERS OFFICE AT: |
| | LOCATION ADDRESS: |
| | CITY OF WEST PALM BEACH |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 - CLEMATIS, FOURTH FLOOR, |
| | WEST PALM BEACH FL 33401 |
| | MAILING ADDRESS: |
| | CITY OF WEST PALM BEACH |
| | ENGINEERING SERVICES DEPARTMENT |
| | P.O. BOX 3366 |
| | WEST PALM BEACH FL 33402 |
| | TELEPHONES: |
| | MAIN OFFICE: 561-494-1040 |
| | FAX: 561-494-1116 |
| | |
| | COMMENT #6 |
| | CITY OF WEST PALM BEACH HAS A NUMBER OF REGULATIONS AND |
| | PERMIT REQUIREMENTS WHICH DIRECTLY AFFECT THE |
| | DEVELOPMENT AND INSTALLATION OF WATER AND WASTEWATER |
| | UTILITIES WITHIN THE CITY OF WEST PALM BEACH. |
| | PLEASE SEE: DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS |
| | AT THE LINK BELOW: |
| | HTTP://WWW.CITYOFWPB.COM/ENGINEERING/UPLOADS/2010-08-24 |
| | -14-41-27-DEVELOPMENTPERMITPACKAGE2010.PDF |
| | |
| | COMMENT #7 |
| | PROVIDE ELEVATIONS AS IT RELATES TO NEW AND EXISTING |
| | BUILDINGS WHICH HAVE PLUMBING DRAIN OUTLETS AT AN |
| | ELEVATION 12??? OR LESS ABOVE THE GROUND SURFACE OF THE |
| | NEXT UPSTREAM |
| | MANHOLE, WHERE THE ELEVATION OF ANY FLOOR IS AT OR |
| | BELOW THE INVERT OF THE ADJACENT CITY SANITARY SEWER |
| | MAIN OR IS LESS THAN 12???ABOVE THE GROUND SURFACE OF |
| | THE NEXT UPSTREAM |
| | MANHOLE, OR WHERE A CONDITION EXISTS WHERE A PLUG IN |
| | THE CITY SANITARY SEWER MAIN WILL CAUSE THE HYDRAULIC |
| | GRADIENT TO RISE ABOVE THE LOWEST FLOOR LEVEL. |
| | |
| | COMMENT #8 |
| | SUBMIT 3 COPIES OF APPROVED SITE PLAN. |
| | |
| | ******************************************************* |
| | ************************* |
| | CITY OF WPB ENGINEERING FORMS AND DESIGN REQUIREMENT |
| | INFORMATION |
| | CAN BE FOUND AT THE INTERNET LINK BELOW |
| | HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_FORMS.PHP |
| | ******************************************************* |
| | ************************* |
| | |
| | FEEL FREE TO CONTACT ME IF ANY QUESTIONS OR CONCERNS, |
| | THANKS! |
| | |
| | MANUEL JULIAN GONZALEZ |
| | ENGINEERING PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | MOBILE: (561) 644-7301 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
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