Willow oak (Quercus phellos)
| |
Red maple (Acer rubrum)
| |
Green ash (Fraxinus pennsylvanica)
| |
Sweet gum (Liquidambar styraciflua)
| |
Sour gum (Nyssa sylvatica)
| |
River birch (Betula nigra) (single-trunked specimen)
|
Hop hornbeam (Ostrya virginiana)
| |
Red oak (Quercus rubra)
| |
White oak (Quercus alba)
| |
Chestnut oak (Quercus prinus)
| |
Scarlet oak (Quercus coccinea)
| |
Linden tree (Tilia cordata)
| |
Tulip tree (Liriodendron tulipifera)
| |
Sugar maple (Acer saccharum)
| |
White ash (Fraximus americana)
| |
Scholar tree (Sophora japonica)
| |
Mountain ash (Sorbus aucuparia)
|
Total Parking Spaces in Parking Area
|
Minimum Number of Spaces to be Provided for Physically
Handicapped
| |
---|---|---|
Up to 50
|
1
| |
51 to 200
|
2
| |
Over 200
|
2, plus 1% of the number of spaces over 200 rounded to the next
higher whole number
|
Type of Establishment
|
Number of Spaces
| ||
---|---|---|---|
Automobile repair shop
|
1 for each 400 square feet of gross floor area
| ||
Automobile sales establishment
|
1 for each 400 square feet of gross floor area shall be provided
for customer and employee parking. These areas shall be in addition
to areas utilized for display and storage of vehicles. Site plans
shall specify which parking spaces are designated for customers, employees,
display and storage.
| ||
Automobile service station
|
5 for each service bay, exclusive of vehicle service area. In
no instance shall there be fewer than 5 off-street parking spaces.
| ||
Banks, savings and loan associations and similar financial institutions
|
1 for each 200 square feet of gross floor area
| ||
Bar, cocktail lounge, nightclub, including restaurants with
bars
|
1 for each 50 square feet of gross floor area
| ||
Barber and beauty shop
|
3 for each chair (if known), but not less than 1 per 200 square
of gross floor area
| ||
Boat sales
|
1 1/2 for each 1,000 square feet of land area in the site
| ||
Bowling alley
|
5 for each alley. Other commercial uses within the same building
will be computed separately in accordance with this section.
| ||
Business offices
[Amended 12-23-2002 by Ord. No. 50-02] |
1 for each 200 square feet of gross floor area
| ||
Car washes
|
5 for employees, plus off-street storage (stacking) space equal
to at least 5 times the number of cars that can be in the wash process
at 1 time
| ||
Churches and places of worship
|
1 for each 4 seats in the main congregation seating area. Where
no individual seats are provided, 20 inches of bench shall be considered
as 1 seat. Where seats or benches are not provided or are provided
only in a portion of the main congregation seating area, there shall
be 1 parking space for each 50 square feet of floor area within the
main congregation seating area.
| ||
Community center, library, museum, art gallery
|
1 for each 200 square feet of gross floor area
| ||
Community club, private club, lodge
|
1 for each 100 square feet of gross floor area
| ||
Convalescent home, nursing home, rest home
|
1 for each 2 beds, based on its licensed bed capacity
| ||
Convention or conference center, meeting rooms, assembly or
exhibition hall
|
1 for each 50 square feet of gross floor area
| ||
Dwellings
|
2 for each dwelling unit in single-family homes, 2-family homes,
attached dwellings or multifamily dwellings
| ||
Dental or medical offices
[Amended 12-23-2002 by Ord. No. 50-02] |
1 for each 150 square feet of gross floor area, except that
if located within a building housing 3 or more separate, unassociated
practitioners, the requirement shall be 1 parking space for each 200
square feet of floor area
| ||
Drive-in restaurant
|
1 for each 35 square feet of gross floor area
| ||
Driving range, miniature golf
|
1 for each tee or hole
| ||
Farmers' market
|
1 for each 1,000 square feet of land area in the site
| ||
Furniture and appliance stores or similar types of uses requiring
large amounts of storage
|
1 for each 400 square feet up to 4,000 square feet, plus 1 parking
space for each 800 square feet of gross floor area above 4,000 square
feet
| ||
Government office
|
To be determined by the municipal agency, except that governmental
offices within privately owned buildings shall provide a minimum of
1 parking space for each 150 square feet of gross floor area
| ||
Hardware and auto supply stores
|
1 for each 400 square feet of gross floor area
| ||
Hospital (general, mental, sanatorium)
|
1 for each 2 beds based on its licensed capacity
| ||
Hotel, motel
|
1 for each guest unit, plus 10 for each 1,000 square feet of
gross floor area devoted to other commercial uses
| ||
Laundromat or similar coin-operated cleaning establishment
|
1 for each 200 square feet of gross floor area
| ||
Manufacturing or industrial establishment, research or testing
laboratory, bottling plant or similar uses
|
1 for each 500 square feet of gross floor area
| ||
Mortuary, funeral home
|
1 for every 100 square feet of gross floor area
| ||
Nursery school, child-care center, day camp or similar use
|
1 for each 500 square feet of gross floor area
| ||
Professional office
[Amended 12-23-2002 by Ord. No. 50-02] |
1 for each 200 square feet of gross floor area
| ||
Public and private utilities, electrical substation, gas regulator,
waterworks, pumping station and similar facilities
|
To be determined by the municipal agency based on the specific
need of the use
| ||
Restaurant, cafe, diner, luncheonette
|
1 for each 50 square feet of gross floor area
| ||
Recreation facilities
|
Those not specifically mentioned shall be determined by the
municipal agency
| ||
Retail stores, except otherwise specified
[Amended 12-23-2002 by Ord. No. 50-02] |
1 for each 200 square feet of gross floor area
| ||
Studio (art, music, dance, gymnastics and similar for the purpose
of giving instruction rather than shows or exhibitions)
|
1 for each 100 square feet of gross floor area
| ||
Schools
| |||
Elementary
|
1 for each 8 students based on design capacity
| ||
Middle or junior high school
|
1 for each 5 students based on design capacity
| ||
High school
|
1 for each 3 students based on design capacity
| ||
College or university
|
1 for each 1 1/2 students based on design capacity
| ||
Shopping centers
|
6 for each 1,000 square feet of gross floor area for centers
having less than 500,000 square feet. Shopping centers having 500,000
square feet or more shall provide parking at the rate of 5.5 spaces
for each 1,000 square feet of gross floor area, except that if the
use of said formula shall produce 2,500 parking spaces or more, then
parking shall be provided at the rate of 5 spaces for each 1,000 square
feet of gross floor area. If more than 5% of the enclosed gross floor
area of any shopping center is occupied by malls, lobbies, corridors,
heating plants or other space not utilized for direct commercial purposes
which, in the opinion of the municipal agency, will not generate a
need for parking, the municipal agency may allow the parking required
to be based on the gross leasable area of the shopping center at the
above rate. The "gross leasable area," for the purpose of this chapter,
shall be defined as the total floor area designed for tenant occupancy
and exclusive use, including basements, mezzanines and upper floors.
| ||
Stadium
|
1 for every 2 1/2 seats, plus an area designed and designated
to accommodate buses at a rate of 1 bus for every 500 seats
| ||
Theater
|
1 for each 35 square feet of gross floor area
| ||
Veterinary clinics or hospitals or animal care facilities
|
1 for each 400 square feet of gross floor area
| ||
Warehouse, wholesale, machinery or large equipment sales
|
1 for each 1,500 square feet of gross floor area, plus 1 for
each vehicle used in connection with the business
|
Sign Area
(square feet)
|
Minimum Distance
(feet)
| |
---|---|---|
Less than 25
|
20
| |
26 to 75
|
25
| |
76 or more
|
30
|
Table 1
Green Infrastructure BMPs For Groundwater Recharge, Stormwater
Runoff 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)
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
|
60-80
|
No
|
No
|
—
|
[Notes corresponding to annotations(a) through(g) are found at the end of this Subsection D(6)]
|
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 Rate
(percent)
|
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)
|
50-90
|
Yes
|
No
|
N/A
|
[Notes corresponding to annotations(b) through(d) are found at the end of this Subsection D(6)]
|
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 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
|
40-60
|
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
|
50-90
|
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
|
---|---|
Dry well
|
1 acre
|
Manufactured treatment device
|
2.5 acres
|
Pervious pavement systems
|
Area of additional inflow cannot exceed three 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
|
0.00830
|
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(b)
|
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
|
60-80
|
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)
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
|
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
|
40-60
|
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
|
50-90
|
Yes
|
No
|
2(i)
|
Footnotes to Tables 1,2, and 3:
| |
(a)
|
Subject to the applicable contributory drainage area limitation specified at § 244-209.1C(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 § 244-209.1B.
|
(h)
|
Manufactured treatment devices that do not meet the definition of "green infrastructure" at § 244-209.1B.
|
(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 three 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.
|