Type of Work |
Permit Fee |
Installation or repair of sanitary and storm sewers, waterlines, gas lines, and other underground utilties |
For 100 lineal feet or less: $14.00
For each additional 100 lineal feet or fraction thereof: $6.25 |
French drains, consisting of catch basin and seepage trench or slab covered trench |
For installation consisting of 1 or 2 catch basins, and seepage trench or soakage pit of lengths not to exceed 100 lineal feet: $12.50. |
Construction or replacement of sidewalks, curb and gutter |
For 100 lineal feet or less: $12.50
For each additional 100 lineal feet or fraction thereof: $6.25 |
Construction of driveways
Note: maximum width for residential driveways is 24 feet. |
For driveway width of 20 feet or less: $10.00
For driveway width greater than 20 feet but less than 40 feet (each driveway): $15.00
For driveway width greater than 40 feet (each driveway): $20.00 |
Construction of 1-lane or 2-lane street pavements (width of pavement 0 to 24 feet). |
For 100 lineal feet or less: $25.00
For each additional 100 lineal feet or fraction thereof: $25.00 |
Construction of 3 or more lanes of street pavements (aggregate width greater than 24 feet). |
For 100 lineal feet or less: $50.00
For each additional 100 lineal feet or fraction thereof: $25.00 |
Paving of parkways and shoulders |
For 100 lineal feet or less: $25.00
For each additional 100 lineal feet or fraction thereof: $12.50 |
Construction of curb separators |
For 100 lineal feet or less: $12.50
For each additional 100 lineal feet or fraction thereof: $5.00 |
Construction of bridges |
For bridge roadway area of 1,000 square feet or less: $100.00
For each additional 100 square feet: $25.00 |
Installation of permanent-type traffic barricades, guardrails and guide posts |
For each 100 lineal feet or less: $12.50 |
Construction of street or driveway culvert crossing of canals and drainage ditches (not controlled by DEP) |
For each lineal foot pipe, per foot of pipe diameter or fraction thereof: $1.00
A permit fee for a multiple-pipe culvert shall be determined by regarding the aggregate lengths as one continuous pipe. |
