| Date |
Text |
| 2017-09-25 15:31:11 | THE FOLLOWING NOTES ARE BASED ON THE REVIEW OF THE |
| | RESUBMITTAL PACKAGE FROM ES, DATED AUGUST 31, 2017. |
| | |
| | 1. APPLICANT HAS INDICATED THE PROPOSED DEVELOPMENT |
| | AREA WILL NOT BE WITHIN A SPECIAL FLOOD HAZARD AREA AS |
| | SHOWN ON THE NOW ADOPTED FEMA FIRMS. |
| | |
| | 2. VERTICAL DATUM CONVERSION BETWEEN NAVD1988 AND |
| | NGVD1929 ARE NOW CONSISTENT BETWEEN THE TOPOGRAPHIC |
| | SURVEY AND PRELIMINARY ENGINEERING PLANS. |
| | |
| | 3. WILL THE SIDEWALK ALONG CECIL AVE. BE AT GRADE? HOW |
| | RUNOFF FROM SOUTH SIDE OF CECIL AVE. MAKE IT INTO THE |
| | SWALE, SOUTH OF THE ROADWAY? |
| | |
| | 4. DRY DETENTION BASINS ARE CALLED OUT ON THE |
| | PRELIMINARY ENGINEERING PLANS. HOWEVER THEY ARE LABELED |
| | AS DRY RETENTION ON THE OTHER PLANS (SITE PLAN, MASTER |
| | PLAN, LANDSCAPE PLANS). |
| | |
| | 5. EXPLAIN HOW THE DRY DETENTION AREA WILL BE USED FOR |
| | DRAINAGE. THE DRY DETENTION BASIN AT THE SOUTH END OF |
| | THE FOOTBALL FIELD IS LOCATED AT THE UPSTREAM END OF |
| | THE STORM WATER SYSTEM. A CONTROL STRUCTURE IS NOT |
| | IDENTIFIED ON THE PLANS TO BACKUP THE WATER INTO THE |
| | DRY DETENTION BASIN. EXPLAIN HOW STORMWATER QUALITY |
| | TREATMENT WILL BE OBTAINED. |
| | |
| | 6. IN ADDITION TO MODIFYING THE SFWMD PERMIT, A PERMIT |
| | MODIFICATION WILL BE NEEDED FROM THE NORTHERN PALM |
| | BEACH COUNTY IMPROVEMENT DISTRICT. |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| |
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