| Date |
Text |
| 2018-11-05 17:27:19 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | OCTOBER 26, 2018 SUBMITTAL PACKAGE: |
| | |
| | 1. VERIFY THE PROPOSED CHANGES TO POND 1 ON TRACTS 3 |
| | AND 4 WILL BE APPROVED PURSUANT TO THE DECLARATION OF |
| | CONVENANTS, CONDITIONS AND RESTRICTIONS AND RECIPROCAL |
| | EASEMENT AGREEMENT RECORDED BEGINNING ON PAGE 1743 OF |
| | PALM BEACH COUNTY OFFICIAL RECORDS BOOK 29483. |
| | SPECIFICALLY SECTION 2.1 (B) OF THE DOCUMENT STATES: |
| | "... THE STORM WATER DETENTION AREAS INDICATED ON THE |
| | SITE PLAN, AND ALL LINES, CONDUITS, PIPES AND OTHER |
| | APPARATUS FOR WATER DRAINAGE, AND ALL STORAGE SYSTEMS |
| | NECESSARY IN CONNECTION THEREWITH, SHALL BE HEREINAFTER |
| | CALLED THE 'WATER DETENTION AND DRAINAGE FACILITIES'." |
| | ... "THE WATER DETENTION AND DRAINAGE FACILITIES |
| | REQUIRED FOR EACH TRACT SHALL INITIALLY BE CONSTRUCTED |
| | BY TRACT 1 OWNER IN ACCORDANCE WITH THE SITE PLAN AND |
| | PURSUANT TO PLANS APPROVED BY WAWA UNDER THE WAWA |
| | LEASE, AS A PART OF THE INITIAL DEVELOPMENT OF THE WAWA |
| | IMPROVEMENTS ON TRACT 1 UNDER THE WAWA LEASE. ONCE |
| | CONSTRUCTED, THE WATER DETENTION AND DRAINAGE |
| | FACILITITES SHALL NOT BE MODIFIED, ALTERED, RELOCATED |
| | OR OTHERWISE CHANGED, WITHOUT THE PRIOR WRITTEN CONSENT |
| | OF ALL OWNERS AND WAWA (DURING THE CONTINUANCE OF THE |
| | WAWA LEASE)." |
| | |
| | 2. VERIFY THE DRAINAGE SYSTEM (AND CALCULATIONS) FOR |
| | TRACT 3 INCLUDES THE RUNOFF FROM THE RIGHT-OF-WAY AS |
| | SPECIFIED IN SECTION 2.1 (B) OF THE ABOVE MENTIONED |
| | CONVERANTS AGREEMENT. |
| | |
| | 3. IT IS STAFF'S UNDERSTANING THE POND 1 LOCATED ON |
| | TRACTS 3 AND 4 IS TO BE USED FOR THE RUNOFF FROM TRACT |
| | 3 AND TRACT 4. THE EXISTING CONTROL STRUCTURE IN POND 1 |
| | WILL RELEASE WATER OFFSITE VIA THE BLEEDER ORIFICE AS |
| | WELL WHEN THE STAGES IN THE POND EXCEED THE GRATE |
| | ELEVATION OF THE CONTROL STRUCTURE, SAID GRATE BEING |
| | OVER 4 FEET ABOVE THE POND BOTTOM. PLEASE ADVISE HOW |
| | THE PROPOSED STORMWATER EQUALIZEER PIPE SYSTEM ON TRACT |
| | 3 BETWEEN POND 1 AND THE SWALE ALONG AUSTRALIAN AVE. ON |
| | THE WEST SIDE OF TRACT 3 WILL MAINTAIN WATER LEVELS IN |
| | POND 1 FOR WATER QUALITY TREATMENT AND PEAK FLOW |
| | ATTENUATION. IT APPEARS ALL OF THE WATER ENTERING THE |
| | POND WILL FLOW TO THE SWALE SINCE THE SWALE IS ABOUT 3 |
| | FEET BELOW THE BOTTOM OF POND 1. |
| | |
| | 4. THE DRAINAGE CALCULATIONS SHOULD INCLUDE TRACT 4 |
| | DEVELOPMENT'S LAND USE AREAS. |
| | |
| | 5. THE RESPONSES TO THE FIRST SET OF COMMENTS INDICATED |
| | THE SFWMD OR FDEP ERP MODIFICATION IS INCLUDED WITH |
| | THIS SUBMITTAL PACKAGE. THIS DOCUMENT WAS NOT FOUND. |
| | |
| | 6. VERIFY THE PROPOSED SIDEWALK ALONG THE ENTRANCE ROAD |
| | ON AUSTRALIAN AVE. WILL MEET ADA CRITERIA. THE SURVEY |
| | SHOWS SPOT GRADES OF 13.50 AND 11.39 APPROXIMATELY 40 |
| | FEET APART ALONG THE CURB RETURN EDGE OF PAVEMENT, |
| | WHICH IS STEEPER THAN 5% SLOPE. |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERRING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| |
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