Plan Review Details - Permit 16010057
Plan Review Stops For Permit 16010057
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Rev No 2 Status P Date 2016-02-16 Cont ID  
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***NONE***
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Rev No 1 Status F Date 2016-01-08 Cont ID  
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2016-01-08 21:51:37PROVIDE GREASE INTERCEPTOR SPECIFICATIONS.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS 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
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF
 WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE."
 FOR MORE INFORMATION REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/WP-CONTENT/UPLOADS/2015/12/CROSS-CONNECT
 ION-MANUAL.PDF
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Rev No 2 Status N Date 2016-02-17 Cont ID  
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Rev No 1 Status N Date 2016-01-12 Cont ID  
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Notes
2016-01-05 15:01:06REVISION ROUTED TO GJOHNSON
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Rev No 3 Status P Date 2016-02-17 Cont ID  
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***NONE***
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Rev No 2 Status F Date 2016-01-30 Cont ID  
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Notes
2016-01-30 06:38:521) SUBMIT TWO COPIES OF THE TANK DETAIL SHOWING THE
 INTERIOR (SECTION DETAIL) OF THE TANK. THE TANK SHALL
 COMPLY WITH F.A.C. RULE 64-6.013 (7). SEE BELOW:
 (7) GREASE INTERCEPTORS ARE NOT REQUIRED FOR A
 RESIDENCE. HOWEVER, ONE OR MORE GREASE INTERCEPTORS ARE
 REQUIRED WHERE GREASE WASTE IS PRODUCED IN QUANTITIES
 THAT COULD OTHERWISE CAUSE LINE STOPPAGE OR HINDER
 SEWAGE DISPOSAL. THE DESIGN OF GREASE INTERCEPTORS
 SHALL BE BASED ON STANDARDS FOUND IN PARAGRAPH (A)
 BELOW. IN ADDITION, THE FOLLOWING GENERAL REQUIREMENTS
 FOUND IN PARAGRAPHS (B), (C), AND (D), APPLY WHEN
 DETERMINING THE PROPER USE AND INSTALLATION OF A GREASE
 INTERCEPTOR USED AS A COMPONENT OF AN ONSITE SEWAGE
 TREATMENT AND DISPOSAL SYSTEM.
 (A) THE INLET INVERT SHALL DISCHARGE A MINIMUM 2 1/2
 INCHES ABOVE THE LIQUID LEVEL LINE AND THE OUTLET PIPE
 SHALL HAVE A TEE WITH A MINIMUM DIAMETER OF 4 INCHES
 THAT EXTENDS TO WITHIN 8 INCHES OF THE BOTTOM OF THE
 TANK.
 (D) SIZING OF GREASE INTERCEPTORS SHALL BE BASED ON THE
 EQUATIONS BELOW. THE MINIMUM VOLUME OF ANY GREASE
 INTERCEPTOR SHALL BE 750 GALLONS AND THE MAXIMUM VOLUME
 OF AN INDIVIDUAL SINGLE GREASE INTERCEPTOR CHAMBER
 SHALL BE 1250 GALLONS. WHEN THE REQUIRED EFFECTIVE
 CAPACITY OF THE GREASE INTERCEPTOR IS GREATER THAN 1250
 GALLONS, INSTALLATION OF MULTI-CHAMBERED GREASE
 INTERCEPTORS OR GREASE INTERCEPTORS IN SERIES IS
 REQUIRED.
 2)SUBMIT A DETAIL OF THE REQUIRED SAMPLING POINT. AS
 DESCRIBED IN THE NOTES ON THE PLANS, THE SAMPLING POINT
 DOES NOT MEET THE INTENT OF THE CITY'S REQUIREMENT.WPB
 AMEND. TO FBC SEC. 107.2.1.
 3)THE PLANS CALL FOR 1250 GALLON TANKS BUT A DETAIL HAS
 BEEN SUBMITTED FOR 1350 GALLON TANKS. TANKS EXCEEDING
 1250 SHALL BE MULT-CHAMBERED. SUBMIT DETAILS FROM THE
 MANUFACTURER SHOWING THE INTERIOR OF THE TANK AND THE
 CHAMBERS AND COMPLIANCE WITH F.A.C. 64E-6.013 (7) (A) &
 (D).
 4) FIBERGLASS & POLYETHYLENE TANKS SHALL COMPLY WITH
 F.A.C. RULE 64E-6.013 (6) (B)(C).A TEST REPORT FROM AN
 INDEPENDENT TESTING LABORATORY IS REQUIRED TO
 SUBSTANTIATE THAT INDIVIDUAL RECEPTACLE DESIGNS AND
 MATERIAL FORMULATIONS MEET THESE REQUIREMENTS. THIS
 INFORMATION/REPORT SHOULD BE OBTAINABLE FROM THE
 MANUFACTURER.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-01-06 Cont ID  
Sent By gjohnson Date 2016-01-06 Time 13:59 Rev Time 0.00
Received By gjohnson Date 2016-01-06 Time 13:59 Sent To  
Notes
2016-01-06 14:11:201ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS
  
 1.TANKS ARE NOT APPROVED BY MANUFACTURE FOR USE AS
 GREASE INTERCEPTORS PER PHONE CONVERSATION WITH
 MANUFACTURE TECH SUPPORT AND DOCUMENT BELOW ON WEB
 SITE.
  
  
 SNYDER INDUSTRIES INC.
 SEPTIC TANK DO'S AND DON'TS
 DO:
 > READ AND FOLLOW ALL PORTIONS OF THE SII INSTALLATION
 INSTRUCTIONS FOR YOUR TANK AND THE SITE
 SELECTION/PREPARATION DOCUMENT AVAILABLE AT
 WWW.SNYDEMET.COM
 > CALL 402-467-5221 IF YOU ANY QUESTIONS ABOUT THE
 TANKS , INSTALLATION INSTRUCTIONS,OR THE SITE
 SELECTION/PREPARATION
 DOCUMENT
 > USE THE TANKS FOR UNDERGROUND AND SEPTIC APPLICATIONS
 ONLY
 > ENSURE THE INSTALLER COMPLIES WITH ALL STATE, COUNTY,
 AND LOCAL CODES AND REGULATIONS REGARDING THE TANKS AND
 INSTALLATION
 > DOCUMENT THE TANK SERIAL NUMBER (10 DIGIT NUMBER
 LOCATED UNDER THE INLET) AND MODEL NUMBER FOR ALL
 WARRANTY INQUIRIES
 > USE EITHER LIFTING EYES OR CORNER LIFTING LUGS WHEN
 HANDLING THE TANKS
 > EXERCISE CAUTION AND SAFE PRACTICES IN HANDLING AND
 INSTALLING THE TANK
 > EXERCISE CAUTION WITH ANY OBJECT WHICH MAY DAMAGE OR
 PUNCTURE TANKS INCLUDING FORKLIFTS AND EXCAVATING
 EQUIPMENT
 > LOCATE THE SEPTIC TANK IN AN AREA THAT NOT BE
 SUBJECTED TO EXCESSIVE PRESSURES FROM ELEVATED GROUND
 WATER DURING RAIN EVENTS
 > CALL 402-467-5221 IF SATURATED SOILOR SEASONABLE
 WATER TABLES ARE INDICATED FOR SPECIAL INSTRUCTIONS
 > INSTALLTHE TANK PARALLEL TO ANY SLOPE AS DISCUSSED IN
 THE SITE SELECTION!PREPARATION DOCUMENT
 > LOCATE THE TANK IN AN AREA WHERE IT WILL NOT
 EXPERIENCE VEHICULAR TRAFFIC
 > ENSURE THE TANK IS LEVELAND BEDDED IN 50/50 MIXTURE
 OF SAND AND GRAVEL PER SIL INSTALLATION INSTRUCTIONS
 > ENSURE THE CONNECTIONS BETWEEN TANKS,RISERS,AND LIDS
 ARE WATER TIGHT AND INSTALLED PER SII INSTALLATION
 INSTRUCTIONS
 > ENSURE THE CONNECTIONS IN AND OUT TANK ARE WATER
 TIGHT-INLET AND OUTLET CONNECTIONS MUST BE MADE VIA
 WATERTIGHT CONNECTION
 > MAINTAIN THE MAX & MIN BURIAL DEPTHS-36" MAX: LOW
 PROFILE AND SPHERE TANKS-24" MAX: RIBBED TANKS-9" MIN:
 ALL TANKS
 > ENSURE ALL BACKFILL MATERIAL IS FREE OF ALL DEBRIS
 INCLUDING WOOD,CONCRETE,ROCKS/BOULDERS, MASONRY DEBRIS,
 ETC.
 > ENSURE ALL BACKFILL MATERIAL IS FREE OF CLAY AND WILL
 NOT CREATE VOIDS GREATER THAN '/."
 > BACKFILL AROUND THE TANK EVENLY AND UNIFORMLY IN
 LIGHTLY COMPACTED 12" LAYERS
 > ENSURE PROPER VENTING IS MAINTAINED TO THE HOUSE VENT
 FOR EACH SEPTIC AND/OR PUMP TANK
 > ENSURE ALL "PRE-COVER'' INSPECTIONS, IF NECESSARY,
 ARE COMPLETED PRIOR TO COMPLETING THE BACKFILLING TO
 FINISH GRADE
 > MOUND THE EXCAVATION A MIN. OF 5" ABOVE FINISH GRADE
 TO ALLOW FOR DRAINAGE AWAY FROM THE TANK PER SIL
 INSTALLATION INSTRUCTIONS
 > ENSURE ALL WATER RUNOFF FROM SLOPING TERRAIN ,
 ADJACENT STRUCTURES , PAVED SURFACES, ETC. IS DIVERTED
 AWAY FORM THE TANK INSTALLATION
 > NOTE THE LOCATION OF THE INLET AND OUTLET MANHOLES
 FOR INSPECTION AND MAINTENANCE PURPOSES
 > INSPECT YOUR SYSTEM (EVERY 2-3 YEARS) AND PUMP YOUR
 TANK AS NECESSARY (GENERALLY EVERY 3 TO 5 YEARS)
  
 DON'T:
 > USE SEPTIC/PUMP TANKS FOR ANY OTHER APPLICATION OTHER
 THAN IT INTENDED USE-CISTERNS ARE AVAILABLE FOR
 UNDERGROUND WATER
 APPLICATIONS AND ABOVE GROUND TANKS FOR ABOVE GROUND
 APPLICATIONS
 >{ USE THE TANK AS A GREASE TRAP OR SUBJECT THE TANK TO
 WATER TEMPERATE URE HIGHER THAN 100 F}
 > SUBJECT THE TANKS TO DROPS FROM HIGHER THAN 48"
 > SUBJECT THE TANKS TO IMPACT IN COLD WEATHER
 > LOCATE TANKS AT THE BOTTOM OF SLOPING TERRAIN UNLESS
 ADEQUATE MEASURES ARE TAKEN TO PREVENT WATER RUNOFF
 FROM INFILTRATING
 THE TANK EXCAVATION
 > LOCATE TANKS AT THE LOWEST POINT OF THE GRADE-IN THIS
 SITUATION MOUNDING ALONE MAY NOT PROVIDE ENOUGH
 DRAINAGE AWAY
 FROM THE TANK EXCAVATION
 > LOCATE A SEPTIC OR PUMP TANK BENEATH DRIVEWAYS OR IN
 THE PATHWAY OF HEAVY OR VEHICULAR TRAFFIC AREAS
 > OVER-EXCAVATE OR "BELLY-OUT" THE EXCAVATION
 > INSTALL THE TANKS WITH BACKFILL CONTAINING CLAY,
 WOOD, CONCRETE, ROCK/BOULDERS,MASONRY DEBRIS, ETC.
 > LEAVE A TANK EXCAVATION OPEN WITHOUT ADEQUATELY
 PROTECTING THE TANK EXCAVATION FROM RAIN WATER
 INFILTRATION
 > BACKFILL ONLY TO THE FINISH GRADE LEVEL-EVENTUALLY
 THE SETTLED GROUND WILL CAUSE RAINWATER TO POOL
 > ALLOW WATER RUNOFF TO BE DIRECTED TOWARDS OR NEAR ANY
 PART OF THE SEPTIC SYSTEM
 > ALLOW VEHICULAR TRAFFIC OVER THE LOCATION OF THE
 SEPTIC SYSTEM
 > PLANT TREES, SHRUBS OR A GARDEN NEAR THE SEPTIC
 SYSTEM-ROOTS MAY CLOG OR DAMAGE THE SYSTEM
 > ENTER YOUR TANK-SEPTIC GASES CAN DEPLETE THE AMOUNT
 OF OXYGEN ,WHICH CAN LEAD TO AFFIXATION
 IMPORTANT: BEFORE INSTALLING SNYDER SEPTIC TANKS,YOU
 MUST READ SNYDER SITE SELECTION/PREPARATION DOCUMENT
 AND FOLLOW THE GUIDELINES PROVIDED; AND,INSTALLATION
 PROCEDURES PROVIDED FOR EACH TYPE OF TANK. FAILURE TO
 FOLLOW THESE INSTRUCTIONS,WILL VOID YOUR WARRANTY. BOTH
 DOCUMENTS CAN BE FOUND ON THE SNYDER WEB SITE:
 WWW.SNYDERNET.COM.
  
 WWW.SNYDERNET.COM
  
 2. TANKS DO NOT MEET REQUIREMENTS OF FBC PL SEC 1003.2
 APPROVAL.
 THE SIZE, TYPE AND LOCATION OF EACH INTERCEPTOR AND OF
 EACH SEPARATOR SHALL BE APPROVED BY THE PLUMBING
 OFFICIAL. WHERE THE INTERCEPTOR OR SEPARATOR IS LOCATED
 WITHIN AN ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM,
 SUCH INTERCEPTOR OR SEPARATOR SHALL BE APPROVED BY THE
 HEALTH OFFICIAL. THE INTERCEPTOR OR SEPARATOR SHALL BE
 DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
 MANUFACTURER?S INSTRUCTIONS AND THE REQUIREMENTS OF
 THIS SECTION. WASTES THAT DO NOT REQUIRE TREATMENT OR
 SEPARATION SHALL NOT BE DISCHARGED INTO ANY INTERCEPTOR
 OR SEPARATOR
  
 1003.3.4 HYDROMECHANICAL GREASE INTERCEPTORS AND
 AUTOMATIC GREASE REMOVAL DEVICES.
 HYDROMECHANICAL GREASE INTERCEPTORS AND AUTOMATIC
 GREASE REMOVAL DEVICES SHALL BE SIZED IN ACCORDANCE
 WITH ASME A112.14.3 APPENDIX A, ASME 112.14.4, CSA
 B481.3 OR PDI G101. HYDROMECHANICAL GREASE INTERCEPTORS
 AND AUTOMATIC GREASE REMOVAL DEVICES SHALL BE DESIGNED
 AND TESTED IN ACCORDANCE WITH ASME A112.14.3 APPENDIX
 A, ASME 112.14.4, CSA B481.1, PDI G101 OR PDI G102.
 HYDROMECHANICAL GREASE INTERCEPTORS AND AUTOMATIC
 GREASE REMOVAL DEVICES SHALL BE INSTALLED IN ACCORDANCE
 WITH THE MANUFACTURER?S INSTRUCTIONS. WHERE
 MANUFACTURER?S INSTRUCTIONS ARE NOT PROVIDED,
 HYDROMECHANICAL GREASE INTERCEPTORS AND GREASE REMOVAL
 DEVICES SHALL BE INSTALLED IN COMPLIANCE WITH ASME
 A112.14.3, ASME 112.14.4, CSA B481.3 OR PDI G101.
  
 EXCEPTION: GREASE INTERCEPTORS THAT ARE SIZED
 CONSTRUCTED AND APPROVED IN ACCORDANCE WITH RULE 64E-6,
 FLORIDA ADMINISTRATIVE CODE AND THAT ARE LOCATED
 OUTSIDE THE BUILDING SHALL NOT BE REQUIRED TO MEET THE
 REQUIREMENTS OF THIS SECTION.


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