Plan Review Notes
Plan Review Notes For Permit 13030556
Permit Number 13030556
Review Stop ENG
Sequence Number 1
Notes
Date Text
2013-04-12 10:30:35PASSED WITH PROVISOS
  
 #1 IT IS UNDERSTOOD THAT NEW ASPHALT IS BEING APPLIED
 TO WORN OUT SURFACE AND IT WILL NOT ALTER THE SITE
 ELEVATION.
  
 #2 IT IS UNDERSTOOD THE NEW ASPHALT IS BEING APPLIED AS
 PART OF ROUTINE MAINTENANCE AND CODE COMPLIANCE.
  
 #3 IT IS UNDERSTOOD THAT SITE WILL COMPLY WITH WATER
 QUALITY CRITERIA
 A. RETENTION/DETENTION REQUIREMENTS
 1. VOLUME IS CALCULATED AS:
 A) WET DETENTION VOLUME SHALL BE PROVIDED FOR THE FIRST
 INCH OF RUNOFF FROM THE DEVELOPED PROJECT, OR THE TOTAL
 RUNOFF OF 2.5-INCHES TIMES THE PERCENTAGE OF
 IMPERVIOUSNESS, WHICHEVER IS GREATER, B) DRY DETENTION
 VOLUME SHALL BE PROVIDED EQUAL TO 75% OF THE ABOVE
 AMOUNTS COMPUTED FOR WET DETENTION.
 C) RETENTION VOLUME SHALL BE PROVIDED EQUAL TO 50% OF
 THE ABOVE AMOUNTS COMPUTED FOR WET DETENTION. RETENTION
 VOLUME INCLUDED IN FLOOD PROTECTION CALCULATIONS
 REQUIRES A GUARANTEE OF LONG TERM OPERATION AND
 MAINTENANCE OF SYSTEM BLEED-DOWN ABILITY. D) SYSTEMS
 WITH INLETS IN GRASSED AREAS WILL BE CREDITED WITH UP
 TO 0.2-INCHES OF THE REQUIRED WET DETENTION AMOUNT FOR
 THE CONTRIBUTING AREAS. FULL CREDIT WILL BE BASED ON A
 RATIO OF 10:1 IMPERVIOUS AREA TO PERVIOUS AREA.
  
 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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