Period of Time for Action by Planning Board Type of Application
(days)
| |
---|---|
Minor subdivision or resubdivision
|
45
|
Minor site plan
|
45
|
Preliminary plat, 10 lots or less
|
45
|
Preliminary plat, more than 10 lots
|
95
|
Preliminary site plan, 10 acres of land or less
|
45
|
Preliminary site plan, more than 10 acres of land
|
95
|
Final plat
|
45
|
Final site plan
|
45
|
Variance
|
120
|
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
|
—
|
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
|
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% 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 d15(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 - (AxB)/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.
|
Width of Aisles
| |
---|---|
Type of Parking
|
(feet)
|
Parallel
|
12
|
30° angle
|
12
|
45° angle
|
13
|
60° angle
|
18
|
90° angle
|
24
|
Schedule
Minimum Distances in Feet for Location of Parking and Loading
Areas
| ||||
---|---|---|---|---|
Zone(1)
|
From Buildings
|
From Streets
|
From Property Lines
|
From Residential Zones
|
AR-5/3
|
10
|
25
|
25
|
25
|
AR-5/2
|
10
|
25
|
25
|
25
|
AR-3.5/2
|
10
|
25
|
25
|
25
|
R-1
|
10
|
25
|
25
|
25
|
R-1.5
|
10
|
25
|
25
|
25
|
B
|
5(3)
|
15
|
15
|
25
|
AI-10
|
10
|
50
|
50
|
50
|
NOTE:
| |
---|---|
1.
|
All uses except one-family dwellings
|
2.
|
Loading areas excepted
|
3.
|
Ten feet from front of building
|
Uses
|
Required Parking Space
|
---|---|
One-family dwellings
|
Per RSIS
|
Apartments
|
Per RSIS
|
Churches, auditoriums, and theaters, including school auditoriums
|
1 for each 3 seating spaces or equivalent accommodation provided
|
Assembly halls, community buildings, social clubs and institutions
|
1 for each 200 square feet of floor area
|
Funeral homes
|
20 for each slumber room
|
Retail stores or shops or similar establishments
|
1 for each 200 square feet of retail merchandising commercial
floor area
|
Banks
|
1 for each 300 square feet of floor area
|
Restaurants, eating and drinking places
|
1 for each 3 seats of floor area devoted to patron use
|
Business, professional and executive offices
|
1 for each 200 square feet of floor area devoted to office use
|
Bowling alleys, tennis and other court type sports facilities
|
2 for each person accommodated in maximum play
|
Furniture and appliance stores, motor vehicle sales, wholesale
stores, building materials stores and similar hardgoods sales, but
storage yards and buildings as part of a building materials operation
are not to be included in calculating required parking spaces
|
1 for each 300 square feet of floor area
|
Group homes
|
1 per bedroom, this shall include areas located within garage
facilities whether attached or detached as well as area available
for use elsewhere on the property without the necessity of paving
the same
|
Manufacturing plants, research laboratories and industries
|
1 for each 500 square feet of floor area
|
Warehouses and storage buildings
|
1 for each 1,000 square feet of floor area
|
Uses not specified
|
1 for each 200 square feet of floor area
|
Notes:
|
---|
Garages may be counted for up to 50% of the required parking.
|
Planting Tree Size
(feet at maturity)
|
Interval
(feet)
|
---|---|
Large Trees (40+)
|
50 to 70
|
Medium-sized trees (30 to 40)
|
40 to 50
|
Small trees up to (30)
|
30 to 40
|
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 recommendations
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.
|
October Glory Maple
|
Red maple
|
---|---|
Greenspire American Ash
|
Thornless Honey Locust
|
Redspire Callery Pear
|
Green Ash
|
Little Leaf Locust
|
Zelkova Serrata Village Green
|
Planting Season
|
Dates
|
Item
|
---|---|---|
Fall
|
8/15 to 12/15
|
Evergreen plants
|
10/15 to 12/15
|
Deciduous plants
| |
Spring
|
3/1 to 5/15
|
All plants
|
Furthermore, the following tree varieties shall not be planted
during the fall planting season due to the hazards associated with
transplanting these trees in this season:
|
Acer Rubrum
|
Betula varieties
|
Carpinus varieties
|
Crategus varieties
|
Koelreuteria
|
Liquidamber styraciflua
|
Liriodendron tulipifera
|
Platanus acerifolia
|
Populus varieties
|
Prunus varieties
|
Pyrus varieties
|
Quercus varieties
|
Salix weeping
|
Tilia Tomentosa
|
Zelkova varieties
|
Any plantings installed in conflict with this requirement must
receive the written approval of the Township Engineer or landscape
architect, prior to planting. Failure to comply with these requirements
will require the removal of the plantings in question. This requirement
does not apply to seeding or sodding or plantings specifically for
soil stabilization purposes.
|
Subsequent to landscape installation and until release of performance
bonds, the Township shall have the right to inspect all landscape
areas for conformance to the approved plans, proper installation and
maintenance and performance of landscape material.
|
Shade trees
|
80 per 1,000 linear feet
|
Evergreen trees
|
40 per 1,000 linear feet
|
Arterial Street
|
Collector Street
|
Minor Street
|
Marginal Access Street and Site Plan Pavement Specifications
| |
---|---|---|---|---|
Right-of-way width
|
66 feet
|
50 feet
|
50 feet
|
50 feet
|
Pavement width between curbs
|
46 feet
|
33 feet
|
28 feet
|
28 feet
|
Riding lane width
|
13 feet
| |||
Slope of pavement
|
2% from center-line
|
2% from center-line
|
2% from center-line
|
2% from center-line
|
Paved shoulder width
|
10 feet
|
None
|
None
|
None
|
Shoulder slope
|
4%
|
None
|
None
|
None
|
Curbing
|
9 inches by 18 inches concrete curb Class B concrete or granite
block curb
|
Same as for arterial street
|
Same as for arterial street
|
Same as for arterial street
|
Type and Depth of Road Construction:
| ||||
Pavement
|
3 inches HMA 9.5M64
|
2 inches HMA 9.5M64
|
2 inches HMA 9.5M64
|
2 inches HMA 9.5M64
|
Base course
|
6 inches HMA 2.5M64
|
4 inches HMA 2.5M64
|
4 inches HMA 2.5M64
|
4 inches HMA 2.5M64
|
Subbase
|
6 inches DGA
|
4 inches DGA
|
4 inches DGA
|
4 inches DGA
|
Earth berm width behind curb
|
10 feet
|
7 feet
|
5 feet
|
5 feet
|
Slope of berm
|
2% towards curb
|
2% towards curb
|
2% towards curb
|
2% towards curb
|
Cut slope in earth
|
2:1
|
2:1
|
2:1
|
2:1
|
Cut slope in rock
|
1:4
|
1:4
|
1:4
|
1:4
|
Fill slope, 0-5 feet
|
4:1
|
4:1
|
4:1
|
4:1
|
Fill slope, 5 feet and over
|
2:1
|
2:1
|
2:1
|
2:1
|
Topsoiling depth on berms and earth slopes
|
4 inches
|
4 inches
|
4 inches
|
4 in
|
Seeding type on berms and slopes under 5 feet
|
Type A
|
Type A
|
Type A
|
Type A
|
Seeding type on slopes over 5 feet
|
Type E
|
Type E
|
Type E
|
Type E
|
Design speed
|
50 mph
|
35-45 mph
|
35 mph
|
35 mph
|
Maximum grade
|
8.0%
|
10.0%
|
12.0%
|
14.0%
|
Minimum grade
|
0.5%
|
0.5%
|
0.5%
|
0.5%
|
Minimum center-line radius
|
1,000.0 feet
|
500.0 feet
|
150.0 feet
|
150.0 feet
|
Storm Sewer Design:
| ||||
Maximum distance between inlets
|
400.0 feet
|
400.0 feet
|
400.0 feet
|
400.0 feet
|
Storm frequency period with land usefully developed
|
25 yr.
|
25 yr.
|
25 yr.
|
25 yr.
|
Minimum pipe size
|
15 inches
|
15 inches
|
15 inches
|
15 inches
|
Type of pipe
|
R.C.C.P.
|
R.C.C.P.
|
R.C.C.P.
|
R.C.C.P.
|
Type of headwall
|
Class C concrete
|
Class C concrete
|
Class C concrete
|
Class C concrete
|
Specifications to Govern Construction
|
Latest edition of New Jersey State Department of Transportation
Standard Specifications for Road and Bridge Construction and amendments
thereto
|
NOTE: For residential streets cartway and right-of-way width
shall be in accordance with N.J.A.C. 5:21, Table 4.3
|