| Date |
Text |
| 2013-04-12 10:30:35 | PASSED 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 |
| | |
