| Date |
Text |
| 2016-09-14 08:17:13 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP:// |
| | WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER |
| | MITS-APPLICATIONS |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. IS DETENTION POND IN SOUTHWEST AREA OF SITE |
| | HYDRAULICALLY CONNECTED TO EXISTING LAKE. IF SO, HOW |
| | WILL THE DETENTION AREA BE HYDRAULICALLY CONNECTED TO |
| | THE PROPOSED RETENTION LAKE? |
| | |
| | 2. THE SURVEY SHOWS THE EXISTING LAKE WITH A WATER |
| | SURFACE ELEVATION OF 14.6 FEET NGVD. HOW WILL THE WATER |
| | LEVEL IN THE PROPOSED RETENTION LAKE BE CONTROLLED AT |
| | ELEVATION 14.0? IF THERE IS A CONTROL STRUCTURE WITH |
| | OFFSITE DISCHARGE THEN LABEL THE RETENTION LAKE AS A |
| | DETENTION LAKE AND SHOW THE LOCATION OF THE CONTROL |
| | STRUCTURE. |
| | |
| | 3. PROVIDE EXISTING AND PROPOSED STAGE STORAGE |
| | RELATIONSHIPS FOR THE EXISTING AND PROPOSED LAKES. |
| | |
| | 4. IS THE PROPOSED LAKE SIZED FOR THE FUTURE |
| | DEVELOPMENT? |
| | |
| | 5. HOW DEEP WILL THE PROPOSED LAKE BE? WILL THE LAKE |
| | HAVE LITTORAL PLANTINGS FOR WATER QUALITY TREATMENT? |
| | |
| | 6. LABEL THE VERTICAL DATUM ON THE CONCEPTUAL PAVING |
| | AND DRAINAGE PLAN. |
| | |
| | 7. THE EXISTING LAKE TO RECEIVE CLEAN FILL. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 2. PROVIDE ENGINEERING CALCULATIONS SIGNED AND SEALED |
| | BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER |
| | INDICATING THE CHANGES TO THE ONSITE PEAK FLOOD STAGES |
| | WILL NOT EXCEED THE SFWMD PERMITTED FLOOD STAGES AND |
| | STORMWATER TREATMENT IS BEING PROVIDED PER SFWMD |
| | CRITERIA. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP FOR THIS PROJECT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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