| Date |
Text |
| 2021-07-23 09:07:52 | COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPT., 561-494-1098 |
| | [email protected] : |
| | |
| | 1. PLEASE CHECK TO SEE IF FDEP FORMS FOR PROPOSED |
| | SANITARY SEWER ARE REQUIRED. |
| | 2. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING |
| | PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT |
| | HIM AT 561-494-2262 OR [email protected] |
| | 3. FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND |
| | NPDES NOI REQUIREMENTS WILL BE ENFORCED. |
| | - AN NOI IS REQUIRED FOR PROJECTS THAT: |
| | - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS |
| | THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF |
| | DEVELOPMENT OR SALE; AND |
| | - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE |
| | STATE OR TO SURFACE WATERS OF THE STATE THROUGH A |
| | MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4). |
| | - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF |
| | CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION |
| | THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL |
| | SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT |
| | OF THE 10-2 CERTIFICATION. IF THE ENGINEERING PLANS DO |
| | NOT INCLUDE AN EROSION CONTROL PLAN, THEN THE |
| | CONTRACTOR SHOULD SUBMIT ONE PRIOR TO RECEIVING THE |
| | ENGINEERING PERMIT. |
| | 4. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES |
| | OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. |
| | 5. FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING |
| | APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT |
| | SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING |
| | SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED |
| | LEAD-FREE DESIGN. |
| | 6. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND |
| | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER |
| | (Z-XXXXXXXX). |
| | |
| | COMMENTS FROM MARK HURLEY, CITY OF WPB PUB. UTIL. |
| | FIELD CUSTOMER SVC. SUPV., [email protected]. |
| | 561-822-2262: |
| | |
| | 8) PROPOSED ISLAND CURB CONFLICTS WITH 12 INCH WATER |
| | MAIN MAINTENANCE. NEED SEVERAL FEET CLEARANCE SO WATER |
| | MAN CAN BE EXCAVATED. |
| | |
| | RESPONSE: 12? WATER MAIN IS BEING RELOCATED WITHIN THE |
| | 14? WIDE LANE. WATER WILL HAVE MINIMUM COVER, SO |
| | EXCAVATION SHOULD NOT BE AN ISSUE. |
| | |
| | STILL SEE CONFLICT WITH EXISTING 12 INCH WATER MAIN AND |
| | NEW PROPOSED CURBING OF EAST ISLAND. PLEASE RESOLVE SO |
| | WATER MAIN CAN BE EXCAVATED VERTICALLY WITHOUT HAVING |
| | TO REMOVE CURBING. |
| | |
| | 9) CITY WPB WATER MAINS, FORCE MAINS, FIRE HYDRANTS, |
| | WATER SERVICES AND METER BOXES SHOULD HAVE EXISTING OR |
| | PROPOSED UTILITY EASEMENTS SHOWN AND LABELED ON WATER |
| | PLAN. BACKFLOW ASSEMBLIES MAY NOT BE LOCATED IN UTILITY |
| | EASEMENTS. |
| | |
| | RESPONSE: PROPOSED EASEMENTS HAVE BEEN SHOWN OVER THE |
| | PROPOSED WATER MAIN |
| | |
| | PROPOSED EASEMENT BOUNDARIES ARE NOT SUFFICIENT. NEED |
| | UTILITY EASEMENTS FOR ALL PROPOSED AND EXISTING CITY |
| | WPB UTILITY INFRASTRUCTURE. |
| | |
| | |
| | NEW COMMENTS: |
| | |
| | -SOME OF THE INCLUDED STANDARD DETAILS ARE NOT |
| | READABLE. PLEASE CORRECT. |
| | |
| | -SOME STANDARD DETAILS ARE OLD REVISION AND SOME ARE |
| | DUPLICATED. PLEASE CORRECT. |
| | |
| | -FYI-PIGGING JUMPER METER AND BACKFLOW FOR P-6 DETAIL |
| | CANNOT BE UNDERGROUND. |
| | |
| | -PLEASE VERIFY WATER METER BOX AND BACKFLOW ASSEMBLY |
| | ARE LOCATED IN LANDSCAPE AND NOT HARDSCAPE. PLEASE SHOW |
| | WATER METER AND BACKFLOW ASSEMBLY ON LANDSCAPE PLAN, |
| | AND ADD NOTE ON LANDSCAPE PLAN TO PROVIDE 18? CLEARANCE |
| | DISTANCE BETWEEN BUSHES AND BACKFLOW ASSEMBLY OR WATER |
| | METER BOX IF LOCATED IN LANDSCAPE PLANTING AREA. |
| | |
| | -METER BOX SHOULD ALSO BE IN UTILITY EASEMENT IF ON |
| | PRIVATE PROPERTY. BACKFLOW ASSEMBLY SHOULD NOT BE IN |
| | EASEMENT AND MUST BE DOWNSTREAM OF METER. |
| | |
| | ------ |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPT., 561-494-1098 [email protected] |
| | |
| | |
| |
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