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 (f) follow 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 Rate
|
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) follow 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 Rate
|
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
|
50-90
|
Yes
|
No
|
N/A
|
NOTES to Tables 1, 2, and 3:
| |
---|---|
(a)
|
Subject to the applicable contributory drainage area limitation specified at § 500-502D(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 § 500-502B;
|
(h)
|
Manufactured treatment devices that do not meet the definition of "green infrastructure" at § 500-502B.
|
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
|
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.
|
Speed
(mph)
|
Distance
(feet)
|
---|---|
10
|
45
|
15
|
75
|
20
|
90
|
25
|
110
|
30
|
130
|
35
|
155
|
40
|
180
|
50
|
220
|
60
|
260
|
70
|
310
|
IES Illumination Guidelines for Street, Parking and Pedestrian
Areas
|
A. Street illumination
| |||
---|---|---|---|
Area Classification
| |||
Street Hierarchy
|
Commercial Footcandles
|
Intermediate Footcandles
|
Residential Footcandles
|
Collector
|
1.2
|
0.9
|
0.6
|
Minor Residential Subcollector
|
0.9
|
0.6
|
0.4
|
Local
|
0.6
|
0.4
|
0.4
|
B. Parking illumination (open parking facilities)
| |||
---|---|---|---|
Illumination Objective
| |||
Level of Activity
|
Vehicular Traffic Footcandles
|
Pedestrian Safety Footcandles
|
Pedestrian Security Footcandles
|
Low Activity
|
0.5
|
0.2
|
0.8
|
Medium Activity
|
1.0
|
0.6
|
2.0
|
High Activity
|
2.0
|
0.9
|
4.0
|
C. Pedestrian Way Illumination
| |||
---|---|---|---|
Walkways and Bikeway Classifications
|
Minimum Average Footcandles
|
Average Levels for Special Mounting Heights 3 to 5 Meters
(9 to 15 feet) Footcandles
|
Average Levels for Pedestrian Security Mounting Heights
5 to 10 meters (15 to 30 feet) Footcandles
|
Sidewalks (roadside) and Type A bikeways
| |||
Commercial Areas
|
0.9
|
2.0
|
4.0
|
Intermediate Areas
|
0.6
|
1.0
|
2.0
|
Residential Areas
|
0.2
|
0.4
|
0.8
|
Walkways distant from roadways and Type B bikeways
| |||
Park walkways and bikeways
|
0.5
|
0.6
|
1.0
|
Pedestrian Tunnels
|
4.0
|
5.0
|
—
|
Pedestrian Overpasses
|
0.3
|
0.4
|
—
|
Pedestrian Stairways
|
0.6
|
0.8
|
—
|
Tree Size
(in feet)
|
Planting Interval
(in feet)
|
---|---|
Large Trees (40+)
|
40—50
|
Medium Trees (30—40)
|
35—40
|
Small Trees (to 30)
|
25—35
|
When the spacing interval exceeds 40 feet, small ornamental
trees can be spaced between the larger trees. If a street canopy effect
is desired, trees may be planted closer together, following the recommendation
of a certified landscape architect. The trees shall be planted so
as not to interfere with utilities, roadways, sidewalks, sight easements,
or street lights. Tree location, landscaping design, and spacing plan
shall be approved by the Planning Board as part of the landscape plan.
|
All paving shall be placed on a four-inch-thick DGA subbase
or approved equal unless otherwise approved by the Board.
|
The Planning Board may require higher standards where it determines
that the higher standards are appropriate for the use of the subject
premises.
|
Residential Off-Street Parking Requirements
| |||
---|---|---|---|
Housing Unit Type and Size
|
Off-Street Parking Required
| ||
Single-family detached
|
4.0
| ||
Common Parking
|
Parking Requirements for Reserved Spaces with Separate Guest
Parking
| ||
Garden apartment 1 bedroom
|
1.5
|
2.0
| |
Garden apartment 2 bedroom
|
2.0
|
2.5
| |
Garden apartment 3 bedroom
|
2.5
|
3.0
| |
Townhouse/condominium 1 bedroom
|
1.5
|
2.0
| |
Townhouse/condominium 2 bedroom
|
2.0
|
2.5
| |
Townhouse/condominium 3 bedroom
|
2.5
|
3.0
| |
a.
|
When determination of the number of parking spaces required
by this exhibit results in a requirement of a fractional space, any
fraction of 1/2 or less may be disregarded, while a fraction in excess
of 1/2 shall be counted as one parking space.
| ||
b.
|
Requirements for attached units include provision for guest
parking.
| ||
c.
|
At the time of site plan review, the developer shall designate
whether the parking is to be on the basis of common area parking or
on the basis of reserved spaces with separate guest parking. Once
the site plan has been approved, any change in the treatment of parking
shall require approval of an amended site plan.
|
Nonresidential Off-Street Parking Requirements
| ||
---|---|---|
Nonresidential Land Uses*
|
Required Off-Street Parking
| |
Assembly operations
|
1 per 800 square feet GFA
| |
Automobile sales
|
1 per 300 square feet GFA of sales office, plus showroom, but
not less than 10 spaces
| |
Bowling alley
|
4.5 per alley
| |
Car wash (automatic)
|
26 per washing lane for stacking and at least 3 spaces, plus
1 per employee for parking
| |
Car wash (self-service)
|
3 per washing lane for stacking and at least 3 spaces, plus
1 per employee for parking
| |
Church/synagogue
|
1 per 3 seats
| |
Conference center
|
1 per 3 seats
| |
Emergency services (fire and ambulance)
|
1 per 100 square feet GFA
| |
Fiduciary institutions
|
1 per 200 square feet GFA, plus at least 7 stacking spaces per
drive-in window
| |
Finishing operations
|
1 per 800 square feet GFA
| |
Golf course (regulation)
|
4 per tee, plus 1 per employee
| |
Golf course (miniature)
|
2.5 per hole, plus 1 per employee
| |
Golf driving range
|
1.5 per tee, plus 1 per employee
| |
Health club
|
1 per 200 square feet GFA, plus 1 space for each employee
| |
Hotel/Motel
|
1 per guest room plus 1 per employee in addition to the parking
for any ancillary use on the site (restaurant, conference center,
etc.)
| |
Industrial
|
1 per 800 square feet GFA
| |
Library
|
1 per 300 square feet GFA
| |
Manufacturing
|
1 per 300 square feet GFA
| |
Medical center
|
1 per 150 square feet GFA
| |
Mini-warehouse/Self-storage
|
1 per 100 storage units plus 1 per employee, but not less than
3 spaces
| |
Neighborhood convenience center under 400,000 square feet GLA
|
4 per 1,000 square feet GFA
| |
Nightclub/Tavern
|
1 per 3 seats
| |
Nursery/Garden center
|
1 per 200 square feet GFA, including buildings, display and
sales areas.
| |
Offices
| ||
Under 10,000 square feet GFA
|
5 per 1,000 square feet GFA
| |
10,000 to 49,999 square feet GFA
|
4.5 per 1,000 square feet GFA
| |
50,000 to 99,999 square feet GFA
|
4.25 per 1,000 square feet GFA
| |
100,000+ square feet GFA
|
4 per 1,000 square feet GFA
| |
Receiving
|
1 per 5,000 square feet GFA
| |
Recreational facility (indoor) (includes community center)
|
1 per 3 seats, plus 1 per employee or 1 per 200 square feet
GFA, whichever is greater
| |
Research
|
1 per 1,000 square feet GFA
| |
Restaurant
|
1 per 3 seats, plus 1 per employee
| |
Fast-food establishments
|
1 per 3 seats, plus 1 per employee and at least 7 stacking spaces
per drive-in window
| |
Retail store
|
1 per 200 square feet GFA
| |
Schools
| ||
Elementary
|
2 per classroom, plus 1 per teacher and staff
| |
Intermediate
|
1.5 per classroom, plus 1 per teacher and staff
| |
Secondary
|
4 per classroom, plus 1 per teacher and staff
| |
Service station
|
4 per bay and work area, plus 1 per employee
| |
Shipping
|
1 per 5,000 square feet GFA
| |
Shopping center
| ||
Under 400,000 square feet GLA
|
4 per 1,000 square feet GLA
| |
400,000 to 599,999 square feet GLA
|
4.5 per 1,000 square feet GLA
| |
600,000+ square feet GLA
|
5 per 1,000 square feet GLA
| |
Skating rink
|
8 per 1,000 square feet GFA
| |
Sports fields
|
50 spaces per field
| |
Soccer, football, baseball, softball
| ||
Storage areas
|
1 per 5,000 square feet GLA
| |
Swimming pool (community)
|
2 per 3 family memberships, plus 1 per employee; or 1 per 100
square feet of developed recreation area, plus 1 per employee
| |
Tennis court
|
2 per single court, or 1.5 per court where 2 or more courts
are present
| |
Theater
|
1 per 3 seats
| |
In shopping center
|
1 per 4 seats
| |
Warehouse
|
1 per 5,000 square feet GFA
|
*
|
For any use not listed, the off-street parking requirements
shall be set by the Board at the time of site plan review.
|
Speed Limit
(mph)
|
Minimum Spacing
(feet)
|
---|---|
30
|
100
|
35
|
160
|
40
|
210
|
45
|
300
|
50
|
350
|
No access point shall handle no more than four lanes of traffic,
two in-bound lanes and two out-bound lanes. The access points shall
be at least 20 feet from any property lines; and shall be set back
from the street line of any intersecting street at least 50 feet or
1/2 the lot frontage, whichever is greater, except that in no case
need the setback distance exceed 200 feet. Continuous open driveways
in excess of 16 feet at the street line shall be prohibited except
that two-way driveways serving nonresidential uses and multiple-family
developments shall be at least 24 feet wide. In all instances, due
consideration to the proposed width, curbing, direction of traffic
flow, radius of curves and method of dividing traffic lanes shall
be given. Curbing shall be depressed at the driveway and the curbing
may be rounded at the corners.
|
Parking Modules*
| ||||||
---|---|---|---|---|---|---|
Wall to Wall
|
Interlock-to-Interlock
| |||||
Angle of Parking Space
|
One-Way Aisle
(feet)
|
Two-Way Aisle
(feet)
|
One-Way
(feet)
|
Two-Way
(feet)
|
One-Way
(feet)
|
Two-Way
(feet)
|
90°
|
25
|
25
|
61
|
61
|
61
|
61
|
60°
|
18
|
25
|
54
|
62
|
51
|
59
|
45°
|
15
|
22
|
48
|
55
|
44
|
51
|
30°
|
12
|
20
|
44
|
52
|
40
|
48
|
parallel
|
12
|
20
|
28
|
36
|
28
|
36
|
*
|
As defined in the current edition of Traffic Engineering Handbook,
published by the Institute of Transportation Engineers.
|
If the angle is different on both sides of the aisle, the large
aisle width shall prevail.
|
Posted Speed
(mph)
|
Maximum Area
(square feet)
|
Maximum Height
(feet)
|
---|---|---|
30 to 40
|
48
|
6
|
45 to 55
|
120
|
12
|
Street Classification
|
Right-of-Way
(feet)
|
Cartway
(feet)
|
---|---|---|
Residential/local
|
50 to 56
|
32 to 36
|
Commercial streets and streets in industrial parks
|
60 to 66
|
40 to 48
|
Collector
|
60 to 66
|
36 to 40
|
Minor/secondary arterial, or located in commercial districts
or industrial parks
|
72 to 80
|
40 to 48
|
Arterial
|
80 to 100
|
60 to 76
|
Street Classification
|
Curbline Radius
(feet)
|
---|---|
Residential/local
|
20
|
Collector
|
25
|
Minor/secondary arterial
|
30
|
Arterial
|
30
|
Distance
(feet)
|
Units in the Development
|
---|---|
200
|
1
|
400
|
2
|
600
|
3
|
800
|
4
|
1000
|
5
|
For developments of greater than 15 units which are within one
mile from an existing public water supply system, a connection shall
be required to the existing public water supply system, except where
the Board determines that there is good cause and adequate justification
for the granting of a waiver from this requirement.
|
For developments of greater than 15 units which are more than
one mile from an existing public water supply system, the water supply
strategy shall be determined on a case-by-case basis taking into consideration
the density of the developments, economic considerations, groundwater
availability and quality and the public policy in favor of connection
to a public water supply system.
|
Minimum Container Capacity Requirements for Weekly Recycling
Service
| ||
---|---|---|
Dual-stream collection
|
Fiber (paper and cardboard)
|
Commingled (bottles and cans)
|
Non-age-restricted complex
|
1 cubic yard of capacity for every 15 dwelling units
|
0.47 cubic yards (96 gallons) of capacity for every
18 dwelling units
|
Age-restricted complex
|
1 cubic yard of capacity for every 20 dwelling units
|
0.47 cubic yards (96 gallons) of capacity for every
24 dwelling units
|
Single-stream collection
|
Fiber and commingled
|
—
|
Non-age-restricted complex
|
2 cubic yards of capacity for every 20 units
|
—
|
Age-restricted complex
|
1.4 cubic yards of capacity for every 20 units
|
—
|
Common Container Dimensions
| |||
---|---|---|---|
Size
|
Length
|
Width
|
Height
|
1 cubic yard
|
72"
|
24"
|
29"
|
2 cubic yards
|
72"
|
34"
|
45" (rear)/34" (front)
|
3 cubic yards
|
72"
|
43"
|
48" (rear)/40" (front)
|
4 cubic yards
|
72"
|
51"
|
56" (rear)/46" (front)
|
6 cubic yards
|
80"
|
66"
|
71" (rear)/47" (front)
|
8 cubic yards
|
80"
|
71"
|
86" (rear)/53" (front)
|