| 2016-05-14 08:44:57 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT:16050368 UNDERGROUND TANKS |
| | W. P. B. PERMIT: 15100991 WAWA CONVENIENCE STORE |
| | ADD: 1520 BELVEDERE RD. |
| | CONT: TBD( TO BE DETERMINED) |
| | TEL: 561-571-0280 |
| | E-MAIL:[email protected] |
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| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: SAT. MAY 14/ 2016 |
| | ACTION: DENIED |
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| | IN 1984, CHAPTERS 62-761 AND 62-762 FLORIDA |
| | ADMINISTRATIVE CODE WERE PASSED TO REGULATE PETROLEUM |
| | STORAGE TANKS TO PREVENT AVOIDABLE DISCHARGES. |
| | |
| | 1) THE UNDERGROUND STORAGE TANKS AND INSTALLATION OF |
| | UNDERGROUND PIPING AND 16 NEW DISPENSERS WILL REQUIRE A |
| | PCP CONTRACTOR SIGNED ON TO VERIFY LICENSOR BEFORE |
| | PERMIT ISSUANCE. FL. S. 489.105(P) ALSO SEE F. S. |
| | 376.303. |
| | |
| | 2) NO SOILS REPORTS WERE SUBMITTED UNDER THIS PERMIT. |
| | NOTE UNDER THE MAIN BUILDING PERMIT SOILS REPORT OF |
| | QUESTIONABLE SOILS, SEE COMMENTS BELOW. |
| | |
| | THE STRUCTURAL ENGINEER OF RECORD IT APPEARS HAS NOT |
| | SEEN THE SOILS REPORT WHICH REFERENCES THERE BEING A |
| | WASTE LANDFILL THICKNESS VARYING UP TO 23 FEET THICK |
| | WITH AN AVERAGE THICKNESS OF 10 FEET IN THICKNESS. THE |
| | STRUCTURAL SHEET S1 NOTE A INDICATES NO SOILS REPORT |
| | PROVIDED. PAGE 3 OF THE REPORT INDICATES USING A ERI |
| | TRANSECT FIGURE -1 SHOWS THE ESTIMATED THICKNESS OF THE |
| | SUSPECTED BURIED DEBRIS ON THE ERI TRANSECTS IN PLAN |
| | VIEW IN 5 FT. INCREMENTS FROM PURPLE (THINNEST AT 0 |
| | FEET BLS) TO RED (THICKEST AT OVER 40 FEET BLS). |
| | THE ERI TRANSECT SCANS A1-A4 SHOW THAT THE A-1 SCAN HAS |
| | THE MOST SIGNIFICANT POTENTIAL FOR SETTLEMENT. |
| | |
| | THIS AREA IS ALSO IN A QUESTIONABLE SOILS ZONE SINCE |
| | THERE HAS BEEN MUCK FOUND ALONG THE CANAL JUST EAST OF |
| | THE SITE. THE SOILS TESTING BORING LOGS SHOW THE |
| | BORINGS HAVE ONLY WENT DOWN TEN FEET. |
| | |
| | THE SOILS REPORT ALSO INDICATES THE LOT ELEVATION IS |
| | APPROXIMATELY 15 TO 20 FEET ABOVE THE STREET GRADE |
| | ELEVATION AND THIS LAYER OF SOILS WOULD NEED TO BE |
| | REMOVED FROM THE SITE TO OBTAIN A WORKING GRADE FOR THE |
| | SITE. DEPENDING ON THE TYPE OF SOILS STABELIZATION A |
| | SOILS ENGINEER MAY BE REQUIRED ON SITE ONCE THE TYPE OF |
| | SOILS STABILIZATION IS KNOWN. |
| | |
| | 2A) THE STRUCTURAL ENGINEER OF RECORD PLEASE RESPOND |
| | WHAT STEPS ARE GOING TO BE UNDERTAKEN TO MAKE THIS SITE |
| | A FOR A STABLE FOUNDATION AND BUILDABLE FOR THIS TYPE |
| | OF STRUCTURE (BUILDING PERMIT). |
| | |
| | 2B) PLEASE ALSO PROVIDE DETAILED INFORMATION WHAT STEPS |
| | WILL ALSO NEED TO STABILIZE THE SOILS AND TO SECURE THE |
| | UNDERGROUND FUEL TANKS AND KEEP THEM SAFE FROM MOVEMENT |
| | AND SETTLEMENT, ONCE THE TANKS ARE FULL. SHEET 2 SHOWS |
| | THE BOTTOM OF THE UNDERGROUND TANK APPROXIMATELY 14-15 |
| | FT. BELOW GRADE, IF THE REMOVAL OF THE DEBRIS IS THE |
| | METHOD TAKEN TO STABILIZE THE SOILS HOW FAR BELOW |
| | FINISH GRADE DOES THE WASTE DEBRIS HAVE TO BE REMOVED |
| | AND PROVIDE WHAT COMPACTION WILL NEED TO BE UNDERTAKEN |
| | FOR STABILIZING THE PAD BENEATH THE UNDERGROUND TANKS. |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. 107.3.5.1.1 MINIMUM PLAN REVIEW |
| | CRITERIA FOR COMMERCIAL BUILDINGS. |
| | (8.) STRUCTURAL REQUIREMENTS SHALL INCLUDE: SOIL |
| | CONDITIONS/ANALYSIS |
| | 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| | IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| | THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 3) THE UNDERGROUND STORAGE TANKS WILL NEED TO BE |
| | REVIEWED BY P. B. C. DEPARTMENT OF ENVIRONMENTAL |
| | RESOURCES MANAGEMENT FOR REVIEW AND APPROVAL, PLANS |
| | STAMPED BY THE AGENCY AND RETURNED FOR REVIEW BY THE |
| | CITY BUILDING DEPARTMENT. 107.3.5 MINIMUM PLAN REVIEW |
| | CRITERIA FOR BUILDINGS. (12). ENVIRONMENTAL |
| | REQUIREMENTS. |
| | |
| | 4) SHEET 2 SHOWS THE BOTTOM OF THE UNDERGROUND TANK |
| | APPROXIMATELY 14-15 FT. BELOW GRADE, THE ISSUE WITH |
| | THIS SITE IS THAT GROUND WATER WILL BE CLOSE TO GRADE |
| | SINCE THERE IS A CANAL DIRECTLY BEHIND THIS PROPERTY. |
| | GROUND WATER MAY BE ENCOUNTERED AROUND 5-7 FEET BELOW |
| | GRADE, PLEASE PROVIDE HOW THE GROUND WATER WILL BE |
| | LOWERED TO BE ABLE TO WORK AT THE REQUIRED DEEPER |
| | ELEVATION FROM GRADE. NO DEWATERING PLAN WITH STATE |
| | APPROVAL HAS BEEN SUBMITTED FOR THE INSTALLATION OF THE |
| | UNDERGROUND FUEL TANKS. SOUTH FLORIDA WATER MANAGEMENT. |
| | WILL SHEET PILING BE USED AS PART OF THE DEWATERING |
| | PLAN, IF SO PLEASE PROVIDE DETAILS FOR THE EMBEDMENT, |
| | AND HOW DEEP THE SHEET PILE NEED TO BE INSTALLED? 2014 |
| | FBC-B 1803.3 BASIS FOR SOILS INVESTIGATION. |
| | |
| | 5) NO SPECIFICATION, MANUFACTURERS CUT SHEETS ON THE |
| | UNDERGROUND TANKS NOR THE INSTALLATION OF THE DEADMAN |
| | STRAPS AND ANCHOR SYSTEM WERE SUBMITTED WITH THIS |
| | REVIEW. 107.3.5.1.1 MINIMUM PLAN REVIEW CRITERIA. |
| | |
| | 6) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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