Dwelling Units
|
Tot-Lots
|
Tennis Courts
|
Basketball Courts
|
Multipurpose Fields
|
---|---|---|---|---|
1 to 4
|
-
|
-
|
-
|
-
|
5 to 25
|
1
|
-
|
-
|
-
|
26 to 50
|
1
|
-
|
1
|
-
|
51 to 100
|
1
|
1
|
1
|
-
|
101 to 150
|
2
|
1
|
2
|
-
|
151 to 200
|
2
|
2
|
2
|
1
|
201 to 250
|
3
|
2
|
2
|
1
|
251 to 300
|
3
|
3
|
2
|
1
|
301 to 350
|
4
|
3
|
3
|
1
|
351 to 400
|
4
|
4
|
3
|
2
|
401 to 450
|
5
|
4
|
3
|
2
|
451 to 500
|
51
|
52
|
43
|
24
|
NOTES:
|
---|
1 Plus one for every
100 units or fraction thereof over 500.
|
2 Plus one for every
200 units or fraction thereof over 500.
|
3 Plus one for every
125 units or fraction thereof over 500.
|
4 Plus one for every
200 units or fraction thereof over 500.
|
Schedule of Minimum and Maximum Block
Length Standards
| |||
---|---|---|---|
Number of Lots
| |||
Lot Width Categories
(feet)
|
Minimum
|
Maximum
|
Recommended Standard
|
100 or less
|
5
|
15
|
10 to 12
|
101 to 120
|
5
|
12
|
9 to 11
|
121 to 160
|
4
|
9
|
7 to 8
|
161 to 200 or more
|
3
|
7
|
5 to 6
|
Q = CIA
| |
In which:
| |
Q = Volume in cubic feet per second.
| |
C = Runoff factor.
| |
I = Intensity of rainfall in inches per hour.
| |
A = Watershed area in acres.
|
Land
|
Coefficient
| |
---|---|---|
Residential
| ||
Individual dwelling with a lot size of 20,000
square feet or more
|
0.40
| |
Individual dwelling with a lot size of less
than 20,000 square feet
|
0.50
| |
Apartments
|
0.70
| |
Commercial
|
0.85
| |
Industrial
|
0.80
| |
Undeveloped or parks
|
0.25
|
n = 0.015 Concrete pipe.
|
n = 0.024 Corrugated metal pipe, one-half-inch
corrugations, 25% paved.
|
n = 0.021 Corrugated metal pipe, one-half-inch
corrugations, 50% paved.
|
n = 0.013 Corrugated metal pipe, one-half-inch
corrugations, 100% paved.
|
Street Grade
|
Maximum Collecting Capacities
(cubic feet per second)
|
---|---|
0.75%
|
5
|
2.00%
|
4.8
|
3.00%
|
4.6
|
4.00%
|
4.4
|
5.00%
|
4.2
|
6.00%
|
4
|
n = 0.015 Best concrete-lined ditch.
n = 0.025 Best unlined ditch.
n = 0.03 to 0.15 Fair to poor, natural streams
and watercourses.
|
Excavation Material
|
Velocity
(feet per second)
|
---|---|
Fine sand and firm loam
|
2.5 to 3.5
|
Stiff clay and hard pan
|
3.75 to 6.0
|
Concrete-lined ditch
|
15
|
Area Classification
| |||||||
---|---|---|---|---|---|---|---|
Roadway and Walkway
|
Commercial
|
Intermediate
|
Residential
| ||||
Classification
|
Footcandle
|
Lux
|
Footcandle
|
Lux
|
Footcandle
|
Lux
| |
Vehicular roadways
| |||||||
Freeway*
|
0.6
|
6
|
0.6
|
6
|
0.6
|
-
| |
Major and expressway*
|
2.0
|
22
|
1.4
|
15
|
1.6
|
-
| |
Collector
|
1.2
|
13
|
0.9
|
10
|
0.6
|
-
| |
Local
|
0.9
|
10
|
0.6
|
6
|
0.4
|
-
| |
Alley
|
0.6
|
6
|
0.4
|
4
|
0.2
|
-
| |
Pedestrian walkways
| |||||||
Sidewalk
|
0.9
|
10
|
0.6
|
6
|
0.2
|
-
| |
Pedestrianway
|
2.0
|
22
|
1.0
|
11
|
0.5
|
-
|
NOTES:
*Both mainline and ramps.
|
Spaces: 10 x 20 feet
| ||
---|---|---|
Angle of Parking Spaces
|
One-Way Aisle
(feet)
|
Two-Way Aisle
(feet)
|
90°
|
22
|
25
|
60°
|
18
|
20
|
45°
|
15
|
20
|
30°
|
12
|
18
|
Parallel
|
12
|
18
|
Loading Space
|
Aisle Width
| ||
---|---|---|---|
Length
(feet)
|
Width
(feet)
|
90°
(feet)
|
60°
(feet)
|
60
|
10
|
72
|
66
|
60
|
12
|
63
|
57
|
60
|
14
|
60
|
54
|
Use
|
Minimum Number of Required Spaces
|
---|---|
Auditoriums, assembly halls and community centers
|
1 for each 100 square feet of gross floor area
or 1 for each 4 seats, whichever is greater
|
Automotive sales
|
10, plus 1 for each employee
|
Banks
|
6 per 1,000 square feet of gross floor area
|
Barbershops and beauty salons
|
2 per chair, plus 1 per employee
|
Bowling alleys
|
4 per alley
|
Churches and houses of worship
|
1 for each 3 seats, plus 1 per pastor and 1
for every 2 employees (where benches are used, a seat shall be 22
inches)
|
Clubs, lodges and fraternal organizations
|
20, plus 1 for each 200 square feet of gross
floor area
|
Department stores
|
7 per 1,000 square feet of gross floor area
|
Drive-in restaurants
|
1 per 25 square feet of gross floor area
|
Dwellings, single-family detached; two-family;
townhouses; multifamily
|
2 per dwelling unit; 1.5 per dwelling unit;
1.75 per dwelling unit; 1.75 per dwelling unit
|
Funeral homes and mortuaries
|
1 for each driving family resident on premises,
plus 1 for each 2 employees, plus 1 for each 30 square feet of gross
floor area in viewing rooms, parlors or funeral service rooms
|
Golf courses
|
2 per tee, plus 1 per 200 square feet of gross
floor area
|
Hospitals, nursing homes and convalescent centers
|
1 for each 2 beds, plus 1 per doctor, plus 1
for each 2 employees (bassinets and ambulance space not used to determine
requirements)
|
Hotels and motels
[Amended 8-25-1987 by Ord. No. 1987-9-6] |
2 per room
|
Indoor recreation
[Added 4-12-2011 by Ord. No. 2011-2-3] |
1 per 250 square feet of gross floor area
|
Industrial storage and repair; manufacturing;
office; trucking; printing or publishing houses
[Added 8-25-1987 by Ord. No. 1987-9-6] |
1 per 750 square feet of gross floor area; 1
per 700 square feet of gross floor area; 1 per 200 square feet of
gross floor area; 1 per vehicle operating from site; 1 per 200 square
feet of office space, plus 1 per 500 square feet of production area
|
Laundromats
|
1 per each 2 machines
|
Movie theaters
[Amended 8-25-1987 by Ord. No. 1987-9-6] |
1 for every 2 seats or 1 for every 3 seats,
plus 1 for each employee
|
Office; general professional; doctor or dentist
|
1 per 250 square feet of gross floor area; 1
per 200 square feet of gross floor area; 6 per doctor or dentist plus
1 per employee
|
Outdoor recreation
|
6 per acre or fraction thereof
|
Research laboratories
|
1 per employee, plus 10%
|
Restaurants and taverns
|
1 per each 3 seats, plus 1 per each 2 employees
|
Retail stores and service businesses
|
5.5 per each 1,000 square feet of gross floor
area
|
Schools: grade school; high school; college
|
1 per each employee, plus 1; 1 per each employee,
plus 10 per classroom; 1 per each 2 students
|
Service stations or auto repair facilities
|
4 per service bay or lift, plus 1 per employee,
plus 1 per vehicle operating from site
|
Shopping centers: 0 to 25 acres; 25 to 50 acres;
over 50 acres
|
6 per each 1,000 square feet of gross floor
area; 5.5 per each 1,000 square feet of gross floor area; 5.3 per
each 1,000 square feet of gross floor area
|
Skating rinks
|
1 per each 120 square feet of gross floor area
|
Supermarkets and food stores
|
1 per each 100 square feet of gross floor area
|
Swimming pools
|
2 per 100 square feet of gross area in decking
and water surface
|
Wholesale stores
|
1 per 400 square feet of gross floor area, plus
1 per employee
|
"Fill" — The fill material will be certified
nontoxic and will not exceed the NJDEP limits for priority pollutant
pesticides, arsenic and lead as certified by a licensed NJDEP laboratory.
Test results shall also be submitted to the Burlington County Health
Department for certification.
|
Component
|
Minimum Separation Distance
(feet)
|
---|---|
Individual wells
|
100
|
Lake, pond or running stream, stormwater management
basins, or drainage swales or ditch lines
|
100
|
Subsurface drains
|
50
|
Street right-of-way line
|
50
|
Property line
|
40
|
Septic tank to well
|
50
|
Disposal field to well
|
100
|
Table 10.2(b) Minimum Required Disposal
Trench Length Per Gallon of Daily Sewage Volume L/Q
(feet per gallon per day)
| ||||||
---|---|---|---|---|---|---|
Permeability
|
Percolation Rate
|
Trench Width
|
L/Q (feet per gallon per day)
| |||
(inches per hour
|
(minutes per inch)
|
(feet):
|
1.5
|
2.0
|
2.5
|
3.0
|
Greater than 13 to 20
|
3 to 8
|
0.70
|
0.54
|
0.46
|
0.40
| |
2 to 13
|
9 to 30
|
1.07
|
0.80
|
0.64
|
0.55
| |
Less than 2 to greater than 0.2
|
31 to 60
|
Unsuitable*
| ||||
Less than 0.2
|
Unsuitable
|
*Select fill is required in the zone of treatment
(ZOT) if the permeability is less than two inches per hour or the
percolation rate is slower than 30 minutes per inch (mpi). "Select
fill" is defined as soils with an installed compacted permeability
rate in a range of 13 inches to 20 inches per hour and which meet
all other technical specifications of N.J.A.C. 7:9A-10.1(d).
|
Table 10.2(c) Minimum Required Disposal
Bed Bottom Area Per Gallon of Daily Sewage Volume, A/Q
(feet2 per
gallon per day)
| ||
---|---|---|
Permeability
(inches per hour)
|
Percolation Rate
(minutes per inch)
|
A/Q
(feet2 per
gallon per day)
|
13 to 20
|
3 to 8
|
1.61
|
Greater than 2 to 13
|
9 to 30
|
2.08
|
Less than 2 to greater than 0.2
|
Greater than 30 to 60
|
Unsuitable*
|
Less than 0.2
|
Unsuitable
|
*Select fill is required in the zone of treatment
(ZOT) if the permeability is less than two inches per hour or the
percolation rate is slower than 30 minutes per inch (mpi). "Select
fill" is defined as soils with an installed compacted permeability
rate in a range of 13 inches to 20 inches per hour and which meet
all other technical specifications of N.J.A.C. 7:9A-10.1(d).
|
Street
|
Right-of- Way
(feet)
|
Cartway
(feet)
|
Sidewalks Recommended
|
Parking Permitted in Right-of-Way
|
---|---|---|---|---|
Industrial
|
60
|
40
|
No
|
No
|
Major arterial
|
120
|
60
|
Yes
|
No
|
Primary arterial
|
86
|
46
|
Yes
|
No
|
Collector
|
66
|
46
|
Yes
|
Yes
|
Local feeder
|
60
|
40
|
Yes
|
Yes
|
Minor
|
50
|
34
|
Yes
|
Yes
|
Street
|
Surface
|
Base
|
---|---|---|
Industrial
|
2-inch FABC-1
|
6-inch bituminous stabilized base
|
Major arterial
|
2-inch FABC-1
|
6-inch bituminous stabilized base
|
Primary arterial
|
2-inch FABC-1
|
6-inch bituminous stabilized base
|
Collector
|
2-inch FABC-1
|
6-inch bituminous stabilized base
|
Local feeder
|
2-inch FABC-1
|
5-inch bituminous stabilized base
|
Minor
|
2-inch FABC-1
|
5-inch bituminous stabilized base
|