Any readjustment of lot lines resulting in no new lot shall
be classified as a minor subdivision.
|
Right-of-Way
|
Cartway
|
Maximum Grade
|
Minimum Grade
| |
---|---|---|---|---|
Arterial
|
86"
|
70"
|
6%
|
0.5%
|
Collector
|
66"
|
44"
|
8%
|
0.5%
|
Local
|
54"
|
38"
|
10%
|
0.5%
|
CM2
|
Commercial District
|
CM4
|
Rural Density Commercial District
|
CMP
|
Commercial District Pinelands
|
MTCD
|
Marmora Town Center District
|
RR
|
Resort Residential
|
RC
|
Resort Commercial
|
TC
|
Town Center
|
TCC
|
Town Center Core
|
TV
|
Tuckahoe Village
|
WTC
|
Waterfront Town Center
|
CM2
|
Commercial District
|
CM4
|
Rural Density Commercial District
|
CMP
|
Commercial District Pinelands
|
MTCD
|
Marmora Town Center District
|
RR
|
Resort Residential
|
RC
|
Resort Commercial
|
TC
|
Town Center
|
TCC
|
Town Center Core
|
TV
|
Tuckahoe Village
|
WTC
|
Waterfront Town Center
|
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)
|
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
|
40-60
|
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 § 19-7.7c14(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 § 19-7.7b.
|
(h)
|
Manufactured treatment devices that do not meet the definition of green infrastructure at § 19-7.7b.
|
(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.
|
A
|
=
|
the TSS Percent Removal Rate applicable to the first BMP.
|
B
|
=
|
the TSS Percent Removal Rate applicable to the second BMP.
|
Table 5: Current Precipitation Adjustment Factors
| |||
---|---|---|---|
County
|
Current Precipitation Adjustment Factors
| ||
Two-Year Design Storm
|
Ten-Year Design Storm
|
100-Year Design Storm
| |
Atlantic
|
1.01
|
1.02
|
1.03
|
Cape May
|
1.03
|
1.03
|
1.04
|
Cumberland
|
1.03
|
1.03
|
1.01
|
Table 6: Future Precipitation Change Factors
| |||
---|---|---|---|
County
|
Future Precipitation Change Factors
| ||
Two-Year Design Storm
|
Ten-Year Design Storm
|
100-Year Design Storm
| |
Atlantic
|
1.22
|
1.24
|
1.39
|
Cape May
|
1.21
|
1.24
|
1.32
|
Cumberland
|
1.20
|
1.21
|
1.39
|
Fees
| ||
---|---|---|
Type of Application
|
Nonrefundable Application Fee
|
Escrow Review Fee
|
Minor Subdivision
|
$200
|
$800
|
D Variance
|
$300
|
$1,000
|
C Variance
|
$250
|
$600
|
Major Subdivision-Sketch Plat
|
$200
|
$600
|
Major Subdivision-Preliminary
|
$500 plus $50 per lot
|
$150 per lot
|
Major Subdivision-Final
|
$500 plus $50 per lot
|
$100 per lot
|
Site Plan-Preliminary (under 10 acres)
|
$300
|
$1,500
|
Site Plan-Preliminary (10 acres and above)*
|
$600
|
$1,500 plus $150 per add'l acre over 10 acres
|
Site Plan-Final**
|
$300
|
$1,000
|
Conditional Use
|
$300
|
$1,000
|
Planning Variance
|
$300
|
$1,000
|
Extension
|
$200
|
$400
|
Site Plan Waiver
|
$200
|
$800
|
Request for Rezoning
|
$400
|
$5,000
|
Special Meeting
|
$500
| |
Concept Plan Review (Planning Board only)***
|
$200
|
$1,000
|
Application Not Listed
|
$300
|
$1,000
|
Tax Map Changes
| ||
Minor Subdivision
|
$150
|
—
|
Major Subdivision
| ||
1 to 5 lots
|
$240
|
—
|
6 to 15 lots
|
$325
|
—
|
Over 15 lots
|
$440
|
—
|
Street Vacation
|
$100
|
—
|
Lot Consolidation
|
$100
|
—
|
Zoning Permit for fence, sign, shed
|
$10
|
—
|
Zoning Permit for pool, detached garage, clearing
|
$25
|
—
|
Zoning Permit Revision of house
|
$25
|
—
|
Zoning Permit for buildings, additions or for any other purpose
|
$50
|
—
|
* Partial acres are considered full acres for purposes of determining
escrow amount.
|
** If applicant is applying for both preliminary and final site
plan approval at the same time, the applicant shall deposit fees equal
to both preliminary and final approval.
|
*** Applications for concept plan review require full notice
to property owners and publication pursuant to N.J.S.A. 40:55D-12.
|