Plan Review Notes
Plan Review Notes For Permit 17011057
Permit Number 17011057
Review Stop P
Sequence Number 1
Notes
Date Text
2017-03-01 11:56:391) SHT. CF1.0 - THE PLANS SHOW THE FILTER TANK OVERFLOW
 DISCHARGING TO THE SANITARY SYSTEM. THE OVERFLOW WATER
 SHALL NOT DISCHARGE TO THE CITY OF WEST PALM BEACH
 SANITARY SYSTEM OR THE STORM SYSTEM PER CITY OF WPB
 CODE OF ORDINANCES ARTICLE III, SEC. 90-126 ( SANITARY)
 & ARTICLE 5, SEC. 90-203 (A) .
 SEC. 90-126. - PROHIBITIONS AND LIMITATIONS OF
 DISCHARGE.
 DISCHARGE PROHIBITIONS. NO USER SHALL DISCHARGE INTO
 THE WWF ANY WASTE OR WASTEWATER WHICH MAY CAUSE PASS
 THROUGH OR INTERFERE WITH THE OPERATION OR PERFORMANCE
 OF THE WWF. NO USER SHALL DISCHARGE INTO THE WWF OR ANY
 CONNECTED SYSTEM ANY WASTE OR WASTEWATER CONTAINING ANY
 OF THE FOLLOWING:
 (B) (5) - STORMWATER, SURFACE WATER, GROUNDWATER,
 ARTESIAN WELL WATER, ROOF RUNOFF, SUBSURFACE DRAINAGE,
 SWIMMING POOL DISCHARGES, UNCONTAMINATED COOLING WATER,
 UNPOLLUTED INDUSTRIAL PROCESS WATERS, AIR CONDITIONING
 CONDENSATE, UNLESS SPECIFICALLY AUTHORIZED BY THE CITY
 IN WRITING.
 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 STORMWATER.
 PLEASE CONTACT MANNY GONZALEZ IN CITY'S ENGINEERING
 DEPARTMENT FOR FURTHER DIRECTION ON THIS MATTER. HIS
 CONTACT INFO IS: [email protected], 561-494-1085.
 2) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE MAIN
 DRAIN COVERS. WPB AMEND. TO FBC SEC. 107.2.1.
 3) SHT. CF5.0 - TANK PLAN VIEW SHOWS A 6 INCH MAIN
 DRAIN ON THE RIGHT SIDE OF THE TANK AND THE TANK
 ELEVATION VIEW BELOW IT SHOWS A 8 INCH MAIN DRAIN. THE
 EQUIPMENT SCHEMATIC ALSO SHOWS AN 8 INCH MAIN DRAIN
 FROM THE SPLASH PAD. CLARIFY.
 4) SHT. CF5.0 - THE DECK SHOWER DETAIL DOES NOT
 CORRESPOND TO THE SHOWER UNIT SPECIFIED UNDER PERMIT
 #16120787. CLARIFY. THE SHOWER SHALL COMPLY WITH THE
 2014 FBC -ACCESS
 5) SHT. CF5.0 -THE TANK PLAN VIEW SHOWS A 2 INCH
 OVERFLOW TO A 6 INCH S.S. I DON'T KNOW IF THIS IS
 SUPPOSED TO BE A SANITARY SEWER OR STORM SEWER BUT
 SHT.CF1.0 SHOWS A 4 INCH SANITARY SEWER. IF APPROVAL IS
 RECEIVED FROM THE CITY TO DISCHARGE THE FILTER TANK
 OVERFLOW TO THE SANITARY SEWER THIS SIZE DISCREPANCY
 NEEDS TO BE CORRECTED. THE SPLASH PAD EQUIPMENT
 SCHEMATIC SHOWS THE 2 INCH OVERFLOW TO THE STORM WHICH
 IS NOT PERMITTED. CLARIFY. WPB AMEND. TO FBC SEC.
 107.2.1.
 6) THE CHEMICAL FEEDERS SHALL COMPLY WITH 2014 FBC SEC.
 454.1.9.8.3.
 CHEMICAL FEEDERS SHALL BE IN ACCORDANCE WITH SECTION
 454.1.6.5; EXCEPT THAT THE DISINFECTION FEEDER SHALL BE
 CAPABLE OF FEEDING 12 PPM OF FREE CHLORINE TO THE
 PRESSURE SIDE OF THE RECIRCULATION SYSTEM OR THE
 COLLECTOR TANK (BASED UPON A HYPOTHETICAL 30-MINUTE
 TURNOVER OF THE CONTAINED VOLUME WITHIN THE SYSTEM).
 AUTOMATED OXIDATION REDUCTION POTENTIAL (ORP) AND PH
 CONTROLLERS WITH SENSING PROBES SHALL BE INSTALLED TO
 ASSIST IN MAINTAINING PROPER DISINFECTION AND PH
 LEVELS.
 7) SHT. CF5.0 - SOME PIPE SIZES ON THE SPLASH PAD
 EQUIPMENT SCHMATIC DO NOT CORRELATE WITH THE PIPE SIZES
 SHOWN ON THE HYDRAULIC ELEVATION DETAIL. REFER TO 8
 INCH MAIN DRAIN FROM TANK & 8 INCH MAIN DRAIN SUCTION.
 CLARIFY.
 8) THE FLOW RATE THROUGH THE FEATURE NOZZLES OF WATER
 FEATURES SHALL NOT EXCEED 20 FEET PER SECOND PER 2014
 FBC SEC.454.1.9.8.6.4. I COULD NOT FIND THIS
 INFORMATION/STATEMENT ON THE PLANS.
 9) SHOW CCOMPLIANCE WITH 2014 FBC SEC.454.1.9.8.6.8 -
 454.1.9.8.6.8
 WHERE THE FILTER SYSTEM DESCRIBED IN SECTION
 454.1.9.8.6.1 IS UTILIZED, A SECOND FILTER SYSTEM AND
 DISINFECTION SYSTEM SHALL BE PROVIDED TO TREAT THE
 WATER IN THE COLLECTOR TANK WHEN THE FEATURE/FILTER
 PUMP IS NOT IN OPERATION. SAID SYSTEM SHALL BE CAPABLE
 OF FILTERING THE TOTAL VOLUME OF WATER IN THE COLLECTOR
 TANK IN 30 MINUTES AND THE DISINFECTION SYSTEM SHALL BE
 CAPABLE OF PROVIDING 12 MG/L OF DISINFECTANT TO THIS
 FLOW RATE.
 454.1.9.8.6.1
 THE FILTER SYSTEM SHALL FILTER AND CHEMICALLY TREAT ALL
 WATER THAT IS RETURNED TO THE SPRAY FEATURES. THE
 FILTER SYSTEM SHALL DRAFT FROM THE COLLECTOR TANK AND
 RETURN FILTERED WATER DIRECTLY TO THE SPRAY FEATURES.
 EXCESS WATER NOT REQUIRED BY THE SPRAY FEATURES SHALL
 BE RETURNED TO THE COLLECTOR TANK.
 10) SHT. CF2.0 - SECTION A - SHOWS THE SLOPE TO DRAIN
 AS 20:1. CLARIFY.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
  


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