Up to 11,000 Square Feet
|
Lot Size 11,001 to 30,000 Square Feet
|
30,001 to 43,560 Square Feet
| ||
---|---|---|---|---|
Principal building Minimum yards:
| ||||
Side yard (feet)
|
10
|
20
|
30
| |
Front yard (feet)
|
25
|
40*
|
50*
| |
Rear yard (feet)
|
40
|
50
|
60
| |
Accessory building Minimum distance to:
| ||||
Side line (feet)
|
5
|
10
|
15
| |
Rear line (feet)
|
5
|
10
|
15
| |
Principal building (feet)
|
10
|
10
|
20
| |
Another accessory building (feet)
|
10
|
10
|
15
| |
Maximum building coverage (percent):
| ||||
Principal building
|
25
|
20
|
10
| |
Accessory building
|
5
|
5
|
2
|
*NOTE: May be reduced to 25 feet for corner
lot.
|
For Parking Spaces 10 Feet Wide
| ||
---|---|---|
Angle of Parking Space
|
One-Way Aisle
(feet)
|
Two-Way Aisle
(feet)
|
90°
|
22
|
25
|
60°
|
18
|
20
|
45°
|
15
|
20
|
30°
|
12
|
18
|
Parallel
|
12
|
18
|
Octave Frequency Band
(cycles per second)
|
Maximum Permitted Sound-Pressure Level
at the Property Line or Along Any Public Right-of-Way Within the Property
(decibels)*
|
---|---|
Over 0 to 75
|
69
|
Over 75 to 150
|
54
|
Over 150 to 300
|
47
|
Over 300 to 600
|
41
|
Over 600 to 1,200
|
37
|
Over 1,200 to 2,400
|
34
|
Over 2,400 to 4,800
|
31
|
Over 4,800
|
28
|
*NOTE: 0.0002 dynes/square centimeter.
|
Type of Operation or Character of Noise
|
Correction in Decibels
|
---|---|
Daytime operation only (7:00 a.m. to 10:00 p.m.)
|
+ 5
|
Noise occurs less than 20% in any one-hour period
|
+ 5*
|
Noise occurs less than 5% in any one-hour period
|
+10*
|
Noise occurs less than 1% in any one-hour period
|
+15*
|
Noise is of peculiar character (hum, scream,
etc.) or is of impulsive char- acter (hammering, pressure release,
etc.) (In the case of impulsive noise, the correction shall apply
only to the average pressure during an impulse, and impulse peaks
shall not exceed the basic standards given above)
|
- 5
|
* NOTE: Apply only one of these corrections.
|
Frequency of Ground Motion
(cycles per second)
|
Maximum Amplitude of Ground Motion Not
More Than
(inches)
|
---|---|
Up to 10
|
.0305
|
Over 10 to 20
|
.0153
|
Over 20 to 30
|
.0102
|
Over 30 to 40
|
.0076
|
Over 40 to 50
|
.0061
|
Over 50 to 60
|
.0051
|
Parcel Size
(acres)
|
R-3 District
|
R-6 District
|
R-17 District
|
---|---|---|---|
<50
|
0
|
0
|
0
|
50-99.99
|
10%
|
15%
|
20%
|
100-149.99
|
15%
|
20%
|
25%
|
>150
|
20%
|
25%
|
30%
|
AP Agricultural Production
|
AR Agricultural Residential
|
P Preservation
|
R-6 Residential
|
R-17 Residential
|
Recreational Needs
| |
---|---|
A
Recreational Facility
|
B
Ratio to Residents
|
Land:
| |
Community park (a.k.a. district park or athletic complex)
|
10 acres per 1,000 people
|
Neighborhood park
|
2 acres per 1,000 people
|
Mini-park
|
0.5 acre per 1,000 people
|
Improvements:
| |
Tennis
|
1 per 1,500 people
|
Baseball
|
1 per 3,000 people
|
Softball
|
1 per 3,000 people
|
Basketball
|
1 per 2,000 people
|
Bike/multi-use trails/paths
|
1 per 1,000 people
|
Soccer
|
1 per 1,500 people
|
Softball
|
1 per 10,000 people
|
Volleyball
|
1 per 4,000 people
|
Street hockey
|
1 per 8,000 people
|
Tot lot equipment
|
1 per 1,000 people
|
* Recreation facilities for age-restricted/senior citizen community
developments shall meet the specific recreational needs of the residents
of the communities. Not less than three acres of open space should
be reserved for development of clubhouse facilities, swimming pools,
tennis courts, jogging areas, etc.
|
Developer's Prorated Share
|
=
|
Development gpd
|
———————————
|
———————————
| |
Total Enlargement or Improvement Cost
|
Total Tributary gpd
|
Developer's Prorated Share
|
=
|
Development Tributary gpd
|
———————————
|
———————————
| |
New System Total Project Cost
|
Total Tributary gpd to New System
|
Developer's Prorated Share
|
=
|
Additional Peak-Hour Traffic Generated by the
Development
|
———————————
|
———————————
| |
Total Cost of Roadway Improvement and/or Extension
|
Future Total Peak-Hour Traffic
|
Table 1
Green Infrastructure BMPs for Groundwater Recharge, Stormwater
Runoff Quality, and/or Stormwater Runoff Quantity
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High-Water Table
(feet)
|
Cistern
|
0%
|
Yes
|
No
|
—
|
Dry well(a)
|
0%
|
No
|
Yes
|
2
|
Grass swale
|
50% or less
|
No
|
No
|
2(e)
1(f)
|
Green roof
|
0%
|
Yes
|
No
|
—
|
Manufactured treatment device(a)(g)
|
50% or 80%
|
No
|
No
|
Dependent upon the device
|
Pervious paving system(a)
|
80%
|
Yes
|
Yes(b)
No(c)
|
2(b)
1(c)
|
Small scale bioretention basin(a)
|
80% or 90%
|
Yes
|
Yes(b)
No(c)
|
2(b)
1(c)
|
Small-scale infiltration basin(a)
|
80%
|
Yes
|
Yes
|
2
|
Small-scale sand filter
|
80%
|
Yes
|
Yes
|
2
|
Vegetative filter strip
|
60% to 80%
|
No
|
No
|
—
|
(Notes corresponding to annotations (a) through (g) are found after Table 3.)
|
Table 2
Green Infrastructure BMPs for Stormwater Runoff Quantity
(or for Groundwater Recharge and/or Stormwater Runoff Quality
with a Waiver or Variance from N.J.A.C. 7:8-5.3)
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High-Water Table
(feet)
|
Bioretention system
|
80% or 90%
|
Yes
|
Yes(b)
No(c)
|
2(b)
1(c)
|
Infiltration basin
|
80%
|
Yes
|
Yes
|
2
|
Sand filter(b)
|
80%
|
Yes
|
Yes
|
2
|
Standard constructed wetland
|
90%
|
Yes
|
No
|
N/A
|
Wet pond(d)
|
50% to 90%
|
Yes
|
No
|
N/A
|
(Notes corresponding to annotations (b) through (d) are found after Table 3.)
|
Table 3
BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or
Stormwater Runoff Quantity
only with a Waiver or Variance from N.J.A.C. 7:8-5.3
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High-Water Table
(feet)
|
Blue roof
|
0%
|
Yes
|
No
|
N/A
|
Extended detention basin
|
40% to 60%
|
Yes
|
No
|
1
|
Manufactured treatment device(h)
|
50% or 80%
|
No
|
No
|
Dependent upon the device
|
Sand filter(c)
|
80%
|
Yes
|
No
|
1
|
Subsurface gravel wetland
|
90%
|
No
|
No
|
1
|
Wet pond
|
50% to 90%
|
Yes
|
No
|
N/A
|
Notes to Tables 1, 2, and 3:
| |
---|---|
(a)
|
Subject to the applicable contributory drainage area limitation specified at Subsection D(15)(b);
|
(b)
|
Designed to infiltrate into the subsoil;
|
(c)
|
Designed with underdrains;
|
(d)
|
Designed to maintain at least a ten-foot-wide area of native
vegetation along at least 50% of the shoreline and to include a stormwater
runoff retention component designed to capture stormwater runoff for
beneficial reuse, such as irrigation;
|
(e)
|
Designed with a slope of less than 2%;
|
(f)
|
Designed with a slope of equal to or greater than 2%;
|
(g)
|
Manufactured treatment devices that meet the definition of "green infrastructure" at Subsection B;
|
(h)
|
Manufactured treatment devices that do not meet the definition of "green infrastructure" at Subsection B.
|
Best Management Practice
|
Maximum Contributory Drainage Area
(acres)
|
---|---|
Dry well
|
1
|
Manufactured treatment device
|
2.5
|
Pervious pavement systems
|
Area of additional inflow cannot exceed 3 times the area occupied
by the BMP
|
Small-scale bioretention systems
|
2.5
|
Small-scale infiltration basin
|
2.5
|
Small-scale sand filter
|
2.5
|
Table 4
Water Quality Design Storm Distribution
| |||||
---|---|---|---|---|---|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
1
|
0.00166
|
41
|
0.1728
|
81
|
1.0906
|
2
|
0.00332
|
42
|
0.1796
|
82
|
1.0972
|
3
|
0.00498
|
43
|
0.1864
|
83
|
1.1038
|
4
|
0.00664
|
44
|
0.1932
|
84
|
1.1104
|
5
|
0.00830
|
45
|
0.2000
|
85
|
1.1170
|
6
|
0.00996
|
46
|
0.2117
|
86
|
1.1236
|
7
|
0.01162
|
47
|
0.2233
|
87
|
1.1302
|
8
|
0.01328
|
48
|
0.2350
|
88
|
1.1368
|
9
|
0.01494
|
49
|
0.2466
|
89
|
1.1434
|
10
|
0.01660
|
50
|
0.2583
|
90
|
1.1500
|
11
|
0.01828
|
51
|
0.2783
|
91
|
1.1550
|
12
|
0.01996
|
52
|
0.2983
|
92
|
1.1600
|
13
|
0.02164
|
53
|
0.3183
|
93
|
1.1650
|
14
|
0.02332
|
54
|
0.3383
|
94
|
1.1700
|
15
|
0.02500
|
55
|
0.3583
|
95
|
1.1750
|
16
|
0.03000
|
56
|
0.4116
|
96
|
1.1800
|
17
|
0.03500
|
57
|
0.4650
|
97
|
1.1850
|
18
|
0.04000
|
58
|
0.5183
|
98
|
1.1900
|
19
|
0.04500
|
59
|
0.5717
|
99
|
1.1950
|
20
|
0.05000
|
60
|
0.6250
|
100
|
1.2000
|
21
|
0.05500
|
61
|
0.6783
|
101
|
1.2050
|
22
|
0.06000
|
62
|
0.7317
|
102
|
1.2100
|
23
|
0.06500
|
63
|
0.7850
|
103
|
1.2150
|
24
|
0.07000
|
64
|
0.8384
|
104
|
1.2200
|
25
|
0.07500
|
65
|
0.8917
|
105
|
1.2250
|
26
|
0.08000
|
66
|
0.9117
|
106
|
1.2267
|
27
|
0.08500
|
67
|
0.9317
|
107
|
1.2284
|
28
|
0.09000
|
68
|
0.9517
|
108
|
1.2300
|
29
|
0.09500
|
69
|
0.9717
|
109
|
1.2317
|
30
|
0.10000
|
70
|
0.9917
|
110
|
1.2334
|
31
|
0.10660
|
71
|
1.0034
|
111
|
1.2351
|
32
|
0.11320
|
72
|
1.0150
|
112
|
1.2367
|
33
|
0.11980
|
73
|
1.0267
|
113
|
1.2384
|
34
|
0.12640
|
74
|
1.0383
|
114
|
1.2400
|
35
|
0.13300
|
75
|
1.0500
|
115
|
1.2417
|
36
|
0.13960
|
76
|
1.0568
|
116
|
1.2434
|
37
|
0.14620
|
77
|
1.0636
|
117
|
1.2450
|
38
|
0.15280
|
78
|
1.0704
|
118
|
1.2467
|
39
|
0.15940
|
79
|
1.0772
|
119
|
1.2483
|
40
|
0.16600
|
80
|
1.0840
|
120
|
1.2500
|
R = A + B - (A x B)/100
|
Where:
| ||
R
|
=
|
total TSS percent load removal from application of both BMPs.
|
A
|
=
|
the TSS percent removal rate applicable to the first BMP.
|
B
|
=
|
the TSS percent removal rate applicable to the second BMP.
|
Table 1: Green Infrastructure BMPs for Groundwater Recharge,
Stormwater Runoff Quality, and/or Stormwater Runoff Quantity
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
(Percent)
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High Water Table
(Feet)
|
Cistern
|
0
|
Yes
|
No
|
—
|
Dry well(a)
|
0
|
No
|
Yes
|
2
|
Grass swale
|
50 or less
|
No
|
No
|
2(e)
|
1(f)
| ||||
Green roof
|
0
|
Yes
|
No
|
—
|
Manufactured treatment device(a),(g)
|
50 or 80
|
No
|
No
|
Dependent upon the device
|
Pervious paving system(a)
|
80
|
Yes
|
Yes(b)
|
2(b)
|
No(c)
|
2(c)
| |||
Small-scale bioretention basin(a)
|
80 or 90
|
Yes
|
Yes(b)
|
2(c)
|
No(c)
|
1(c)
| |||
Small-scale infiltration basin(a)
|
80
|
Yes
|
Yes
|
2
|
Small-scale sand filter(a)
|
80
|
Yes
|
Yes
|
2
|
Vegetative filter strip
|
60 to 80
|
No
|
No
|
—
|
Table 2: Green Infrastructure BMPs for Stormwater Runoff Quantity
(or for Groundwater Recharge and/or Stormwater Runoff Quality with
a Variance from N.J.A.C. 7:8-5.3)
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
(Percent)
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High Water Table
(Feet)
|
Bioretention system
|
80 or 90
|
Yes
|
Yes(b)
|
2(b)
|
No(c)
|
1(c)
| |||
Infiltration basin
|
80
|
Yes
|
Yes
|
2
|
Sand filter(b)
|
80
|
Yes
|
Yes
|
2
|
Standard constructed wetland
|
90
|
Yes
|
No
|
2(i)
|
Wet pond(d)
|
50-90
|
Yes
|
No
|
2(i)
|
Table 3: BMPs for Groundwater Recharge, Stormwater Runoff Quality,
and/or Stormwater Runoff Quantity only with a Variance from N.J.A.C.
7:8-5.3
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
(Percent)
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High Water Table
(Feet)
|
Blue roof
|
0
|
Yes
|
No
|
N/A
|
Extended detention basin
|
40 to 60
|
Yes
|
No
|
2
|
Manufactured treatment device(h)
|
50 or 80
|
No
|
No
|
Dependent upon the device
|
Sand filter(c)
|
80
|
Yes
|
No
|
2
|
Subsurface gravel wetland
|
90
|
No
|
No
|
2
|
Wet pond
|
50 to 90
|
Yes
|
No
|
2(i)
|
Footnotes to Tables 1, 2, and 3:
| |
(a)
|
Subject to the applicable contributory drainage area limitation specified at § 190-50.10C(14)(b).
|
(b)
|
Designed to infiltrate into the subsoil.
|
(c)
|
Designed with underdrains, where stormwater percolates into
the underdrain through the soils and is not directed to the underdrain
by an outlet control structure.
|
(d)
|
Designed to maintain at least a ten-foot wide area of native
vegetation along at least 50% of the shoreline and to include a stormwater
runoff retention component designed to capture stormwater runoff for
beneficial reuse, such as irrigation.
|
(e)
|
Designed with a slope of less than 2%.
|
(f)
|
Designed with a slope of equal to or greater than 2%.
|
(g)
|
Manufactured treatment devices that meet the definition of green infrastructure at § 190-50.10B.
|
(h)
|
Manufactured treatment devices that do not meet the definition of green infrastructure at § 190-50.10B.
|
(i)
|
The top elevation of the impermeable layer or liner must maintain
this two-foot minimum separation to the seasonal high water table.
|
Best Management Practice
|
Maximum Contributory Drainage Area
|
---|---|
Dry well
|
1 acre
|
Manufactured treatment device
|
2.5 acres
|
Pervious pavement system
|
Area of additional inflow cannot exceed 3 times the area occupied
by the BMP
|
Small-scale bioretention systems
|
2.5 acres
|
Small-scale infiltration basin
|
2.5 acres
|
Small-scale sand filter
|
2.5 acres
|
Table 4: Water Quality Design Storm Distribution
| |||||
---|---|---|---|---|---|
Time
(Minutes)
|
Cumulative Rainfall
(Inches)
|
Time
(Minutes)
|
Cumulative Rainfall
(Inches)
|
Time
(Minutes)
|
Cumulative Rainfall
(Inches)
|
1
|
0.00166
|
41
|
0.1728
|
81
|
1.0906
|
2
|
0.00332
|
42
|
0.1796
|
82
|
1.0972
|
3
|
0.00498
|
43
|
0.1864
|
83
|
1.1038
|
4
|
0.00664
|
44
|
0.1932
|
84
|
1.1104
|
5
|
0.0083
|
45
|
0.2
|
85
|
1.117
|
6
|
0.00996
|
46
|
0.2117
|
86
|
1.1236
|
7
|
0.01162
|
47
|
0.2233
|
87
|
1.1302
|
8
|
0.01328
|
48
|
0.235
|
88
|
1.1368
|
9
|
0.01494
|
49
|
0.2466
|
89
|
1.1434
|
10
|
0.0166
|
50
|
0.2583
|
90
|
1.15
|
11
|
0.01828
|
51
|
0.2783
|
91
|
1.155
|
12
|
0.01996
|
52
|
0.2983
|
92
|
1.16
|
13
|
0.02164
|
53
|
0.3183
|
93
|
1.165
|
14
|
0.02332
|
54
|
0.3383
|
94
|
1.17
|
15
|
0.025
|
55
|
0.3583
|
95
|
1.175
|
16
|
0.03
|
56
|
0.4116
|
96
|
1.18
|
17
|
0.035
|
57
|
0.465
|
97
|
1.185
|
18
|
0.04
|
58
|
0.5183
|
98
|
1.19
|
19
|
0.045
|
59
|
0.5717
|
99
|
1.195
|
20
|
0.05
|
60
|
0.625
|
100
|
1.2
|
21
|
0.055
|
61
|
0.6783
|
101
|
1.205
|
22
|
0.06
|
62
|
0.7317
|
102
|
1.21
|
23
|
0.065
|
63
|
0.785
|
103
|
1.215
|
24
|
0.07
|
64
|
0.8384
|
104
|
1.22
|
25
|
0.075
|
65
|
0.8917
|
105
|
1.225
|
26
|
0.08
|
66
|
0.9117
|
106
|
1.2267
|
27
|
0.085
|
67
|
0.9317
|
107
|
1.2284
|
28
|
0.09
|
68
|
0.9517
|
108
|
1.23
|
29
|
0.095
|
69
|
0.9717
|
109
|
1.2317
|
30
|
0.1
|
70
|
0.9917
|
110
|
1.2334
|
31
|
0.1066
|
71
|
1.0034
|
111
|
1.2351
|
32
|
0.1132
|
72
|
1.015
|
112
|
1.2367
|
33
|
0.1198
|
73
|
1.0267
|
113
|
1.2384
|
34
|
0.1264
|
74
|
1.0383
|
114
|
1.24
|
35
|
0.133
|
75
|
1.05
|
115
|
1.2417
|
36
|
0.1396
|
76
|
1.0568
|
116
|
1.2434
|
37
|
0.1462
|
77
|
1.0636
|
117
|
1.245
|
38
|
0.1528
|
78
|
1.0704
|
118
|
1.2467
|
39
|
0.1594
|
79
|
1.0772
|
119
|
1.2483
|
40
|
0.166
|
80
|
1.084
|
120
|
1.25
|
R = A + B - (A x B)/100
|
Where:
| ||
R
|
=
|
total TSS percent load removal from application of both BMPs,
and
|
A
|
=
|
the TSS percent removal rate applicable to the first BMP.
|
B
|
=
|
the TSS percent removal rate applicable to the second BMP.
|