- CONCURRENCY MANAGEMENT
(Code 1979, § 33-240)
(Code 1979, § 33-241)
(Code 1979, § 33-243)
(Code 1979, § 33-244)
(Code 1979, § 33-245)
(Code 1979, § 33-246)
(Code 1979, § 33-247)
DISTRICTS | SEWER LEVEL OF SERVICE |
|---|---|
| Single-family | 350 gallons per day/dwelling unit |
| Multifamily | 250 gallons per day/dwelling unit |
| Commercial | 0.20 gallons per day/square feet |
| Industrial | 0.15 gallons per day/square feet |
| Hotel | 100 gallons per day/room |
DISTRICTS | SEWER LEVEL OF SERVICE |
|---|---|
| Single-family | 350 gallons per day/dwelling unit |
| Multifamily | 250 gallons per day/dwelling unit |
| Commercial | 0.20 gallons per day/square feet |
| Industrial | 0.15 gallons per day/square feet |
| Hotel | 100 gallons per day/room |
DISTRICTS | SEWER LEVEL OF SERVICE |
|---|---|
| Single-family | 350 gallons per day/dwelling unit |
| Multifamily | 250 gallons per day/dwelling unit |
| Commercial | 0.20 gallons per day/square feet |
| Industrial | 0.15 gallons per day/square feet |
| Hotel | 100 gallons per day/room |
DISTRICTS | SEWER LEVEL OF SERVICE |
|---|---|
| Single-family | 350 gallons per day/dwelling unit |
| Multifamily | 250 gallons per day/dwelling unit |
| Commercial | 0.20 gallons per day/square feet |
| Industrial | 0.15 gallons per day/square feet |
| Hotel | 100 gallons per day/room |
PEAKING FACTOR | AVG DAILY FLOW (MGD) |
|---|---|
| 3.5 | 0.01 to 0.05 |
| 3.0 | 0.05 to 0.25 |
| 2.5 | 0.25 to 2.00 |
| 2.0 | ;gt; 2.0 |
PEAKING FACTOR | AVG DAILY FLOW (MGD) |
|---|---|
| 3.5 | 0.01 to 0.05 |
| 3.0 | 0.05 to 0.25 |
| 2.5 | 0.25 to 2.00 |
| 2.0 | ;gt; 2.0 |
PEAKING FACTOR | AVG DAILY FLOW (MGD) |
|---|---|
| 3.5 | 0.01 to 0.05 |
| 3.0 | 0.05 to 0.25 |
| 2.5 | 0.25 to 2.00 |
| 2.0 | ;gt; 2.0 |
PEAKING FACTOR | AVG DAILY FLOW (MGD) |
|---|---|
| 3.5 | 0.01 to 0.05 |
| 3.0 | 0.05 to 0.25 |
| 2.5 | 0.25 to 2.00 |
| 2.0 | ;gt; 2.0 |
Collection. The city shall adhere to the franchise agreement with the solid waste authority by providing a minimum level of service for residential garbage collection of twice per week, bulk trash collection of once per week, vegetation collection of once per week, and recyclable collection of once per week.
Disposal. The city shall ensure delivery of solid waste material collected to the Solid Waste Authority (SWA) north county landfill and shall continue to seek annual certification from the SWA that it has sufficient disposal capacity to accommodate the solid waste generated for both the five-year and ten-year planning periods. The SWA certification letter shall constitute compliance with the city's solid waste LOS standard.
DRAINAGE TYPE | LEVEL OF SERVICE |
| Storm sewer systems | 3-year, 1-hour storm |
| Canal systems | 25-year, 24-hour storm |
MUNICIPALITY | AVERAGE ANNUAL WATER CONSUMPTION RATE (GPPD) |
| West Palm Beach Service Area | 269 |
PARK FACILITIES | POLICY LOS |
| Community Parks | 2.5 acres/1,000 persons |
| Regional Parks | 1.5 acres/1,000 persons |
(Code 1979, § 33-248; Ord. No. 4449-13, § 26, 3-19-2013)
The cumulative number of trips from the proposed development expected to reach roadways during peak hours from the complete build-out of a stage or phase being approved, divided by the change in the peak hour maximum Service Volume (SV) of roadways resulting from construction of an improvement necessary to maintain the adopted LOS, multiplied by the construction cost, at the time of developer payment, of the improvement necessary to maintain the adopted LOS.
OR
Proportionate Fair-Share = σ[[(Development Trips;sub \sub;)/(SV Increase;sub \sub;)] × Cost;sub \sub;]
Where:
Development Trips;sub \sub; = Those trips from the stage or phase of development under review that are assigned to roadway segment "i" and have triggered a deficiency per TPS;
SV Increase;sub \sub; = Service volume increase provided by the eligible improvement to roadway segment "i" per Subsection c. General Requirements;
Cost;sub \sub; = Adjusted cost of the improvement to segment "i". Cost shall include all improvements and associated costs, such as design, right-of-way acquisition, planning, engineering review, inspection, administration, and physical development costs directly associated with construction at the anticipated cost, including contingencies, in the year it will be incurred.
(Code 1979, § 33-249; Ord. No. 4005-06, § 2, 12-18-2006)
(Code 1979, § 33-242)
Cross reference— Definitions generally, § 1-2.
- CONCURRENCY MANAGEMENT
(Code 1979, § 33-240)
(Code 1979, § 33-241)
(Code 1979, § 33-243)
(Code 1979, § 33-244)
(Code 1979, § 33-245)
(Code 1979, § 33-246)
(Code 1979, § 33-247)
DISTRICTS | SEWER LEVEL OF SERVICE |
|---|---|
| Single-family | 350 gallons per day/dwelling unit |
| Multifamily | 250 gallons per day/dwelling unit |
| Commercial | 0.20 gallons per day/square feet |
| Industrial | 0.15 gallons per day/square feet |
| Hotel | 100 gallons per day/room |
DISTRICTS | SEWER LEVEL OF SERVICE |
|---|---|
| Single-family | 350 gallons per day/dwelling unit |
| Multifamily | 250 gallons per day/dwelling unit |
| Commercial | 0.20 gallons per day/square feet |
| Industrial | 0.15 gallons per day/square feet |
| Hotel | 100 gallons per day/room |
DISTRICTS | SEWER LEVEL OF SERVICE |
|---|---|
| Single-family | 350 gallons per day/dwelling unit |
| Multifamily | 250 gallons per day/dwelling unit |
| Commercial | 0.20 gallons per day/square feet |
| Industrial | 0.15 gallons per day/square feet |
| Hotel | 100 gallons per day/room |
DISTRICTS | SEWER LEVEL OF SERVICE |
|---|---|
| Single-family | 350 gallons per day/dwelling unit |
| Multifamily | 250 gallons per day/dwelling unit |
| Commercial | 0.20 gallons per day/square feet |
| Industrial | 0.15 gallons per day/square feet |
| Hotel | 100 gallons per day/room |
PEAKING FACTOR | AVG DAILY FLOW (MGD) |
|---|---|
| 3.5 | 0.01 to 0.05 |
| 3.0 | 0.05 to 0.25 |
| 2.5 | 0.25 to 2.00 |
| 2.0 | ;gt; 2.0 |
PEAKING FACTOR | AVG DAILY FLOW (MGD) |
|---|---|
| 3.5 | 0.01 to 0.05 |
| 3.0 | 0.05 to 0.25 |
| 2.5 | 0.25 to 2.00 |
| 2.0 | ;gt; 2.0 |
PEAKING FACTOR | AVG DAILY FLOW (MGD) |
|---|---|
| 3.5 | 0.01 to 0.05 |
| 3.0 | 0.05 to 0.25 |
| 2.5 | 0.25 to 2.00 |
| 2.0 | ;gt; 2.0 |
PEAKING FACTOR | AVG DAILY FLOW (MGD) |
|---|---|
| 3.5 | 0.01 to 0.05 |
| 3.0 | 0.05 to 0.25 |
| 2.5 | 0.25 to 2.00 |
| 2.0 | ;gt; 2.0 |
Collection. The city shall adhere to the franchise agreement with the solid waste authority by providing a minimum level of service for residential garbage collection of twice per week, bulk trash collection of once per week, vegetation collection of once per week, and recyclable collection of once per week.
Disposal. The city shall ensure delivery of solid waste material collected to the Solid Waste Authority (SWA) north county landfill and shall continue to seek annual certification from the SWA that it has sufficient disposal capacity to accommodate the solid waste generated for both the five-year and ten-year planning periods. The SWA certification letter shall constitute compliance with the city's solid waste LOS standard.
DRAINAGE TYPE | LEVEL OF SERVICE |
| Storm sewer systems | 3-year, 1-hour storm |
| Canal systems | 25-year, 24-hour storm |
MUNICIPALITY | AVERAGE ANNUAL WATER CONSUMPTION RATE (GPPD) |
| West Palm Beach Service Area | 269 |
PARK FACILITIES | POLICY LOS |
| Community Parks | 2.5 acres/1,000 persons |
| Regional Parks | 1.5 acres/1,000 persons |
(Code 1979, § 33-248; Ord. No. 4449-13, § 26, 3-19-2013)
The cumulative number of trips from the proposed development expected to reach roadways during peak hours from the complete build-out of a stage or phase being approved, divided by the change in the peak hour maximum Service Volume (SV) of roadways resulting from construction of an improvement necessary to maintain the adopted LOS, multiplied by the construction cost, at the time of developer payment, of the improvement necessary to maintain the adopted LOS.
OR
Proportionate Fair-Share = σ[[(Development Trips;sub \sub;)/(SV Increase;sub \sub;)] × Cost;sub \sub;]
Where:
Development Trips;sub \sub; = Those trips from the stage or phase of development under review that are assigned to roadway segment "i" and have triggered a deficiency per TPS;
SV Increase;sub \sub; = Service volume increase provided by the eligible improvement to roadway segment "i" per Subsection c. General Requirements;
Cost;sub \sub; = Adjusted cost of the improvement to segment "i". Cost shall include all improvements and associated costs, such as design, right-of-way acquisition, planning, engineering review, inspection, administration, and physical development costs directly associated with construction at the anticipated cost, including contingencies, in the year it will be incurred.
(Code 1979, § 33-249; Ord. No. 4005-06, § 2, 12-18-2006)
(Code 1979, § 33-242)
Cross reference— Definitions generally, § 1-2.