| Date |
Text |
| 2013-09-11 12:24:39 | CASE 1445X (Z13080022), 1445Y (Z13080023) AND |
| | 1445Z (Z13080024) RYBOVICH COMMERCIAL MARINE |
| | |
| | WATER |
| | EXISTING WATER UTILITIES ARE ALREADY LOCATED ADJACENT |
| | TO THE PROPERTY AND TWO (2) TAPS (16 X 12) AND (8 X 12) |
| | ARE INDICATED. |
| | |
| | THE PROPOSED 16 X 12 TAP IS SHOWN ON THE 16? DI |
| | SUBAQUEOUS LINE THAT CROSSES THE INTER COASTAL WATERWAY |
| | (ICW) AND SERVES THE NORTHERN PORTION OF THE TOWN OF |
| | PALM BEACH (TPB). A 12" TAP ON THIS LINE MAY CREATE |
| | PRESSURE ISSUES FOR THE TPB. |
| | |
| | ALSO, THE PROPOSED 8 X 12 TAP MAY NOT PROVIDE ENOUGH |
| | FLOW/PRESSURE THROUGH THE EXISTING 8" WATER MAIN TO |
| | PROVIDE SUFFICIENT DOMESTIC/FIRE LINE WATER FLOW TO |
| | SERVE THE FIVE (5) MULTI STORY CONDOS. |
| | |
| | ADDITIONAL FLOW WOULD BE AVAILABLE FROM THE EXISTING |
| | 20" WATER MAIN THAT RUNS NORTH/SOUTH ON BROADWAY/US 1. |
| | THIS LINE MAY BE TAPPED VIA 38TH STREET WITH A SHORT |
| | DIRECTIONAL UNDER THE EXISTING PARKING LOT AT THE |
| | ELEMENTARY SCHOOL ACROSS THE STREET FROM THE EXISTING |
| | RYBOVICH MARINE LOCATION. |
| | |
| | |
| | |
| | SANITARY SEWER |
| | THE PROPOSED TIE-INS TO THE CITY'S SANITARY COLLECTION |
| | SYSTEM APPEAR UNDERSIZED BOTH FOR THE PROPOSED AND |
| | EXISTING FLOW DYNAMICS. |
| | |
| | THE EXISTING SANITARY SEWER LINE COLLECTS GRAVITY AND |
| | CASCADING FORCE MAIN (FM) FLOWS FROM THE ENTIRE NORTH |
| | END OF THE CITY EAST OF FLORIDA GULF COAST RAILROAD |
| | (FGC) AND ALSO ST. MARY?S HOSPITAL. THIS 24" LINE |
| | EXPANDS TO 36" (AND TO 42") BEFORE A 36" LINE ENTERS |
| | LIFT STATION 23 (LS 23) AT CURRY PARK WHICH PUMPS TO |
| | THE CITY'S 14" FORCE MAIN THAT IS DIRECTLY CONNECTED TO |
| | THE REGIONAL WASTE WATER PLANT (ECR). |
| | |
| | THE PROPOSED TOWERS 3 AND 4 SHOW DOGHOUSE MANHOLE |
| | CONNECTIONS TO THE 24" GRAVITY MAIN AND THIS WOULD NOT |
| | BE PREFERRED. THESE FLOWS SHOULD BE COLLECTED BY THE |
| | EXISTING PRIVATE MASTER LIFT STATION CURRENTLY ON THE |
| | RYBOVICH SITE. |
| | |
| | THE PROPOSED 4" FM TIE-IN TO THE EXISTING 12" FM IS NOT |
| | PREFERRED BECAUSE THIS LINE IS A CASCADING FLOW TO THE |
| | DOWNSTREAM MANHOLE. ADDITIONAL FLOW IN THIS LINE MAY |
| | CAUSE ADDITIONAL HEAD PRESSURE TO THE DISCHARGE OF THE |
| | UPSTREAM LIFT STATION 26 (LS26). |
| | |
| | THE NEED FOR SANITARY SEWER SYSTEM IMPROVEMENTS FOR |
| | THIS SITE MAY BE A SUBSTANTIAL CHALLENGE FOR THE CITY |
| | AND THE DEVELOPER. |
| | |
| | |
| | |
| | STORM WATER |
| | THE PROPOSED DESIGN ROUTES ALL COLLECTED STORM FLOWS TO |
| | THE ICW WITH NO DIRECT IMPACT THE CITY?S STORM WATER |
| | SYSTEM. |
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