| Date |
Text |
| 2020-01-30 19:57:46 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 1/27/2020 SUBMITTAL PACKAGE AND THE COMMENTS CAN BE |
| | ADDRESSED DURING ENGINEERING PERMIT APPLICATION: |
| | |
| | 1. THERE IS AN EXISTING DRAINAGE SYSTEM THAT APPEARS TO |
| | HAVE TWO CONTROL STRUCTURES - WEIR IN THE CATCH BASIN |
| | AT NORTHEAST CORNER OF THE SITE AND WEIR IN THE CATCH |
| | BASIN ALONG THE WEST PROPERTY LINE, SOUTH OF THE |
| | PROPOSED DUMPSTER LOCATION. THE WESTERN CONTROL |
| | STRUCTURE WILL PREVENT STORMWATER RUNOFF FROM THE TWO |
| | NORTHERN EXISTING CATCH BASINS FROM REACHING THE |
| | EXFILTRATION TRENCH. ADVISE IF THE WESTERN CONTROL |
| | STRUCTURE IS NEEDED. |
| | |
| | 2. THIS EXISTING SYSTEM IS CONNECTED TO THE BELVEDERE |
| | ROAD DRAINAGE SYSTEM. THIS ROADWAY DRAINAGE SYSTEM IS |
| | EITHER MAINTAINED BY FDOT OR PALM BEACH COUNTY. OBTAIN |
| | ACKNOWLEDGEMENT FROM THE APPROPRIATE ENTITY TO CONTINUE |
| | THIS DRAINAGE CONNECTION. |
| | |
| | 3. PROVIDE ADDITIONAL PROPOSED GRADES IN THE DRIVEWAY |
| | PAVER AREA ALONG THE NORTH SIDE OF THE SITE SHOWING THE |
| | CENTER OF THE PAVER AREA IS LOWER THAN THE EDGE OF |
| | PAVEMENT ALONG THE OUTER CURB AND THAT RUNOFF WILL NOT |
| | FLOW FROM THE DRIVEWAY AREA TO THE SIDEWALK OPENINGS ON |
| | THE NORTH PROPERTY LINE. |
| | |
| | 4. PROVIDE DETAILS OF THE PERVIOUS PAVER DESIGN. |
| | |
| | 5. STAFF SUGGESTS ADDING BAFFLES IN CB#1 QND CB#2 TO |
| | EXTEND THE LIFE OF THE EXFILTRATION TRENCH. THESE |
| | STRUCTURES MAY NOT SEE MUCH SURFACE RUNOFF DUE TO BEING |
| | LOCATED WITHIHN THE PERVIOUS PAVER AREA BUT THE BAFFLES |
| | WILL KEEP SOME FLOATABLES AND SEDIMENT OUT OF THE |
| | EXFILTRATION TRENCH. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| | |
| |
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