(a)
|
The overflow of inland or tidal waters and/or
|
(b)
|
The unusual and rapid accumulation or runoff of surface waters
from any source.
|
A one hundred (100) year flood is one that, on the average,
is likely to occur once every one hundred (100) years (i.e., that
has a one (1%) percent chance of occurring each year), although the
flood may occur more frequently.
| |
A fifty (50) year flood is one which, on the average, is likely
to occur once every fifty (50) years (i.e., that has a two (2%) percent
chance of occurring each year), although the flood may occur more
frequently.
| |
A ten (10) year flood is one which, on the average occurs every
ten (10) years (i.e., that has a ten (10%) percent chance of occurring
each year), although the flood may occur more frequently.
| |
A five hundred (500) year flood is one which, on the average,
is likely to occur once every five hundred (500) years (i.e., that
has a two-tenths (.2%) percent chance of occurring each year), although
the flood may occur more frequently.
|
An applicant shall designate the boundaries of a floodplain
in accordance with N.J.A.C. 7:13. [Ord. No. 2015-6 § 1]
|
In a case where there is only one side lot line, lot width shall
be measured between such side lot line and the opposite rear lot line
or street line.
|
a.
|
WM District
|
Watershed Management.
|
b.
|
CM District
|
Conservation Management.
|
c.
|
AP-1 District
|
Agricultural Preservation 1.
|
d.
|
AP-2 District
|
Agricultural Preservation 2.
|
e.
|
CR District
|
Country Residential.
|
f.
|
VR District
|
Village Residential.
|
g.
|
RM District
|
Multi-Family Residential.
|
h.
|
VC District
|
Village Commercial.
|
i.
|
PC District
|
Planned Commercial.
|
j.
|
PO District
|
Professional Office.
|
k.
|
OR District
|
Office Research/Highway.
|
l.
|
Q District
|
Quarry.
|
m.
|
U District
|
Utilities.
|
n.
|
INS District
|
Institutional.
|
o.
|
P District
|
Parkland.
|
p.
|
MFO District
[Added 12-19-2018 by Ord. No. 2018-14] |
Multifamily Inclusionary Overlay.
|
Dwelling Type
|
Maximum Gross Density
(DU/AC) (2)
|
Minimum Open Space Ratio
|
Maximum Impervious Surface Ratio
|
Minimum Gross Site Area
|
Minimum Lot Area
|
---|---|---|---|---|---|
WM Watershed Management
| |||||
Single-Family Detached
|
0.09
|
—
|
0.03
|
9.0 acres
|
9.0 acres
|
Single-Family Detached Cluster
|
0.09
|
0.819
|
0.03
|
25
|
2.0 acres
|
Agricultural
|
0.09
|
—
|
0.05
|
9.0 acres
|
9.0 acres
|
Other Uses
|
0.09
|
—
|
0.03
|
9.0 acres
|
9.0 acres (1)
|
Footnotes:
| |
(1)
|
Or otherwise as required for each specific use in § 30-5 herein, if they are greater.
|
(2)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
Dwelling Type
|
Minimum Lot Area
|
Minimum Lot Width
|
Minimum Frontage
(feet)
|
Maximum Building Height (1)
|
Minimum Yards
(feet)
| ||
---|---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| |||||
WM Watershed Management
| |||||||
Single-Family Detached
|
9.0 acres
|
350 feet
|
60
|
35 feet or 2 1/2 stories
|
100
|
100
|
100
|
Single-Family Detached Cluster
|
2.0 acres
|
150 feet
|
60
|
35 feet or 2 1/2 stories
|
75
|
35
|
100
|
Agricultural
|
9.0 acres
|
350 feet
|
60
|
35 feet or 2 1/2 stories
|
100
|
100
|
100
|
Other Uses
|
9.0 acres (2)
|
350 feet
|
60
|
35 feet or 2 1/2 stories
|
100
|
100
|
100
|
Footnotes:
| |
(1)
|
Whichever is less.
|
(2)
|
Or otherwise as required for each specific use in § 30-5 herein, if they are greater.
|
Dwelling Type
|
Maximum Gross Density
(DU/AC)(2)
|
Minimum Open Space Ratio
|
Maximum Impervious Surface Ratio
|
Minimum Gross Site Area
(acres)
|
Minimum Lot Area
(acres)
|
---|---|---|---|---|---|
CM Conservation Management
| |||||
Single-family detached
|
0.12
|
—
|
0.03(3)
|
8.3
|
8.3
|
Single-family detached cluster
|
0.12
|
0.819
|
0.03(3)
|
25.0
|
1.5
|
Agricultural
|
0.12
|
—
|
0.05(3)
|
8.3
|
8.3
|
Other uses 3 acres(1)
|
0.12
|
—
|
0.03(3)
|
8.3
|
8.3
|
NOTES:
| |
(1)
|
Or otherwise as required for each specific use in § 30-5 herein, if they are greater.
|
(2)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
(3)
|
Development on lots which are less than 8.3 acres and were created
prior to November 12, 2020, (existing lots) that results in impervious
coverage in excess of the greater of 0.03 or 5,000 square feet store
the runoff from the excess impervious coverage from the equivalent
of three inches of precipitation in a stormwater management facility
with an outlet not greater than 1 1/2 inches. For lots less than
8.3 acres, in no instance is the impervious coverage to exceed 10,846
square feet.
|
Dwelling Type
|
Minimum Lot Area
|
Minimum Lot Width
|
Minimum Frontage
(feet)
|
Maximum Building Height (1)
|
Minimum Yards
| ||
---|---|---|---|---|---|---|---|
Front
|
Side
(feet)
|
Rear
| |||||
CM Conservation Management
| |||||||
Single-Family Detached
|
8.3 acres
|
200 feet
|
60
|
35 feet or 2 1/2 stories
|
75
|
50
|
100
|
Single-Family Detached Cluster
|
1.5 acres
|
150 feet
|
60
|
35 feet or 2 1/2 stories
|
75
|
35
|
100
|
Agricultural
|
8.3 acres
|
300 feet
|
60
|
35 feet or 2 1/2 stories
|
75
|
50
|
100
|
Other Uses
|
8.3 acres
|
300 feet
|
60
|
35 feet or 2 1/2 stories
|
75
|
50
|
100
|
Footnotes:
| |
(1)
|
Whichever is less.
|
Dwelling Type
|
Maximum Gross Density
(DU/AC) (5)
|
Minimum Open Space Ratio
|
Maximum Impervious Surface Ratio
(acres)
|
Minimum Gross Site Area
(acres)
|
Minimum Lot Area
|
---|---|---|---|---|---|
AP-1 Agricultural Preservation 1
| |||||
Single-family detached
|
0.12
|
—
|
0.03(6)
|
8.3
|
1.5 acres (1)
|
Single-family detached cluster
|
0.12
|
0.819
|
0.03(6)
|
27
|
30,000 square feet (2) 1.5 acres (3)
|
Agricultural
|
0.12
|
—
|
0.05(6)
|
6
|
6 acres
|
Other uses
|
0.12
|
—
|
0.03(6)
|
10
|
10 acres (4)
|
NOTES:
| |
(1)
|
For each 1.5 acre lot created, 6.8 acres of remaining land shall
be permanently deed restricted from non-agricultural uses.
|
(2)
|
Net buildable portion of the lot for the purposes of defining
minimum lot area.
|
(3)
|
Total fee simple portion of the lot including conservation open
space.
|
(4)
|
Or otherwise as required for each specific use in § 30-5 herein.
|
(5)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
(6)
|
Development on lots which are less than 8.3 acres and were created
prior to November 12, 2020, (existing lots) that results in impervious
coverage in excess of the greater of 0.03 or 5,000 square feet shall
store the runoff from the excess impervious coverage from the equivalent
of 3 inches of precipitation in a stormwater management facility with
an outlet not greater than 1.5 inches. For lots less than 8.3 acres,
in no instance is the impervious coverage to exceed 10,846 square
feet.
|
Dwelling Type
|
Minimum Lot Area
|
Minimum Lot Width
|
Maximum Building Height (1)
|
Minimum Yards
(feet)
|
Minimum Distance Between Buildings
| ||
---|---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| |||||
AP-1 Agricultural Preservation 1
| |||||||
Single-Family Detached
|
1.5 acres
|
200 feet
|
35 feet or 2 1/2 stories
|
70
|
35
|
100
|
—
|
Single-Family Detached Cluster
|
30,000 square feet (2)
1.5 acres (3)
|
125 feet
|
35 feet or 2 1/2 stories
|
50
|
25
|
50
|
50 feet
|
Agricultural Uses
|
6 acres
|
200 feet
|
35 feet or 2 1/2 stories
|
75
|
50
|
100
|
—
|
Other Uses
|
10 acres
|
200 feet
|
35 feet or 2 1/2 stories
|
75
|
50
|
100
|
—
|
Footnotes:
| |
(1)
|
Whichever is less.
|
(2)
|
Net buildable portion of the lot for the purposes of defining
minimum lot area.
|
(3)
|
Total fee simple portion of the lot including conservation open
space.
|
The remainder of the AP Agricultural Preservation District south
of I-78 shall be the AP-2 Agricultural Preservation 2 District.
|
Dwelling Type
|
Maximum Gross Density
(DU/AC) (3)
|
Minimum Open Space Ratio
|
Maximum Impervious Surface Ratio
|
Minimum Gross Site Area
(acres)
|
Minimum Lot Area
|
---|---|---|---|---|---|
AP-2 Agricultural Preservation 2
| |||||
Single-family detached
|
0.12
|
—
|
0.03(6)
|
8.3
|
1.5 acres (1)
|
Single-family detached cluster
|
0.12
|
0.819
|
0.03(6)
|
27
|
30,000 square feet (4)1.5 acres (5)
|
Agricultural
|
0.12
|
—
|
0.05(6)
|
6
|
6 acres
|
Other uses
|
0.12
|
—
|
0.03(6)
|
10
|
10 acres (2)
|
Footnotes:
| |
(1)
|
For each 1.5 acre lot created, 6.8 acres of remaining land shall
be permanently deed restricted from non-agricultural uses.
|
(2)
|
Or otherwise as required for each specific use in § 30-5 herein.
|
(3)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
(4)
|
Net buildable portion of the lot for the purposes of defining
minimum lot area.
|
(5)
|
Total fee simple portion of the lot including conservation open
space.
|
(6)
|
Development on lots which are less than 8.3 acres and were created
prior to November 12, 2020, (existing lots) that results in impervious
coverage in excess of the greater of 0.03 or 5,000 square feet shall
store the runoff from the excess impervious coverage from the equivalent
of 3 inches of precipitation in a stormwater management facility with
an outlet not greater than 1.5 inches. For lots less than 8.3 acres,
in no instance is the impervious coverage to exceed 10,846 square
feet.
|
Dwelling Type
|
Minimum Lot Area
|
Minimum Lot Width
|
Maximum Building Height (1)
|
Minimum Yards
(feet)
|
Minimum Distance Between Buildings
| ||
---|---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| |||||
AP-2 Agricultural Preservation 2
| |||||||
Single-Family Detached
|
1.5 acres
|
200 feet
|
35 feet or 2 1/2 stories
|
70
|
35
|
100
|
—
|
Single-Family Detached Cluster
|
30,000 square feet (2) 1.5 acres (3)
|
125 feet
|
35 feet or 2 1/2 stories
|
50
|
25
|
50
|
50 feet
|
Agricultural Uses
|
6 acres
|
200 feet
|
35 feet or 2 1/2 stories
|
75
|
50
|
100
|
—
|
Other Uses
|
10 acres
|
200 feet
|
35 feet or 2 1/2 stories
|
75
|
50
|
100
|
—
|
Footnotes:
| |
(1)
|
Whichever is less.
|
(2)
|
Net buildable portion of the lot for the purposes of defining
minimum lot area.
|
(3)
|
Total fee simple portion of the lot including conservation open
space.
|
Dwelling Type
|
Maximum Gross Density
(DU/AC) (2)
|
Minimum Open Space Ratio
|
Maximum Impervious Surface Ratio
|
Minimum Gross Site Area
|
Minimum Lot Area
|
---|---|---|---|---|---|
CR Country Residential District
| |||||
Single-Family Detached
|
0.44
|
—
|
0.10
|
2 acres
|
2 acres
|
Single-Family Detached Cluster
|
0.44
|
0.24
|
0.15
|
15 acres
|
1.5 acres
|
Other Uses
|
0.44
|
—
|
0.35
|
5 acres
|
5 acres (1)
|
Footnotes:
| |
(1)
|
Or otherwise as required for each specific use in § 30-5 herein.
|
(2)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
Dwelling Type
|
Minimum Lot Area
|
Minimum Lot Width
|
Maximum Building Height (1)
|
Minimum Yards
(feet)
| ||
---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| ||||
CR District
| ||||||
Single-Family Detached
|
2 acres
|
200
|
35 feet or 2 1/2 stories
|
75
|
35
|
100
|
Single-Family Detached Cluster
|
1.5 acres
|
150
|
35 feet or 2 1/2 stories
|
75
|
35
|
100
|
Other Uses
|
5 acres
|
200(2)
|
35 feet or 2 1/2 stories
|
100
|
50
|
100
|
Footnotes:
| |
(1)
|
Whichever is less.
|
(2)
|
Other uses shall not be required to meet the frontage requirements of this table provided that (a) the tract upon which the use is to be located has at least 50 feet of frontage on a public road with appropriate site distance easements for the public street as provided in § 30-22; and (b) total area of the lot exclusive of the frontage strip providing access exceeds 5 acres in size. Also, (c) the access drive shall be constructed in accordance with the provisions of § 30-22 for residential collector streets, however, the pavement width shall not be less than 24 feet with no parking permitted on the cartway.
|
Dwelling Type
|
Maximum Gross Density
(DU/AC) (3)
|
Minimum Open Space Ratio
|
Maximum Impervious Surface Ratio
|
Minimum Gross Site Area
|
Minimum Lot Area
|
---|---|---|---|---|---|
VR Village Residential District
| |||||
Single-Family Detached
|
0.5
|
—
|
0.03(4)
|
2 acres
|
2 acres(5)
|
Single-Family Detached Cluster
|
0.6
|
0.25
|
0.25
|
15 acres
|
1.5 acres
|
Other Residential Uses (1)(6)
|
1.65(6)
|
—
|
0.25(6)
|
4,500 square feet(6)
|
4,500 square feet (2)(6)
|
Other Uses
|
—
|
—
|
0.15
|
5 acres
|
5 acres (2)
|
Footnotes:
| |
(1)
|
See § 30-6.5a3 regarding common wastewater disposal systems on lots smaller than 1.5 acres.
|
(2)
|
Or otherwise as required for each specific use in § 30-5 herein.
|
(3)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
(4)
|
Maximum impervious surface ratio of 0.03 or maximum impervious
surface coverage of up to 2614 square feet as permitted within the
setbacks, whichever is greater, for lots lawfully existing as of January
1, 2015. The portion of any driveway located outside the required
minimum yards shall not be included in the impervious coverage calculation.
[Ord. No. 2015-06 § 3;
amended 10-19-2022 by Ord. No. 2022-8] |
(5)
|
Single-family dwellings shall be allowed on all lots designed
for B-2 Twin Houses and approved by the Planning Board before July
1, 2019, provided that no more than 74 such lots shall be permitted.
[Added 6-5-2019 by Ord. No. 2019-7; amended 7-17-2019 by Ord. No. 2019-9] |
(6)
|
Minimum lot area of 5,500 square feet permitted for lots approved
by the Planning Board before July 1, 2019. Single-family detached
dwellings shall be permitted, by right, on lots that were designed
to meet the Other Residential Uses Performance Regulations, approved
by the Planning Board and undeveloped as of July 1, 2019, provided
that no more than 74 such lots shall be permitted.
[Added 7-17-2019 by Ord. No. 2019-9] |
Dwelling Type
|
Minimum Lot Area
|
Minimum Lot Width
|
Maximum Building Height
(feet) (1)
|
Floor Area Ratio
|
Minimum Yards
(feet)
|
Minimum Distance Between Buildings
| ||
---|---|---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| ||||||
VR District
| ||||||||
Single-Family Detached
|
2 acres(2)
|
125 feet(2)
|
35 feet or 2 1/2 stories
|
25(2)
|
20(2)
|
60(2)
|
30 feet(2)
| |
Single-Family Detached Cluster
|
1.5 acres
|
110 feet
|
35 feet or 2 1/2 stories
|
20
|
15
|
40
|
30 feet
| |
Other Residential Uses(3)
|
4,500 square feet(3)
|
45 feet(3)
|
35 feet or 2 1/2 stories
|
25(3)
|
10(3)
|
25(3)
|
20 feet(3)
| |
Other Uses
|
5 acres
|
150 feet
|
35 feet or 2 1/2 stories
|
0.125
|
50
|
25
|
50
|
—
|
Footnotes
| |
(1)
|
Whichever is less.
|
(2)
|
Minimum lot area of 6,100 square feet, minimum lot width of
45 feet, minimum front and rear yards of 25 feet, minimum side yards
of five feet, 15 feet combined, and minimum distance between buildings
of 15 feet permitted for lots approved by the Planning Board before
July 1, 2019. Single-family dwellings shall be allowed on all lots
designed for B-2 Twin Houses and approved by the Planning Board before
July 1, 2019, provided that no more than 74 such lots shall be permitted.
[Added 6-5-2019 by Ord. No. 2019-7; amended 7-17-2019 by Ord. No. 2019-9] |
(3)
|
Minimum lot area of 5,500 square feet, minimum lot width of
45 feet, minimum front yard of 25 feet, minimum rear yard of 25 feet,
minimum side yard of five feet, 15 feet combined, and minimum distance
between buildings of 15 feet permitted for lots approved by the Planning
Board before July 1, 2019. Single-family detached dwellings shall
be a permitted use by right on all lots designed as "other residential
uses," approved by the Planning Board and undeveloped as of July 1,
2019, provided that no more than 74 such lots shall be permitted.
The minimum width of a single-family detached dwelling shall be 32.5
feet, as measured from the exterior walls. The single-family detached
dwellings shall be treated as "other residential uses" in every other
aspect pertaining to the Union Township Municipal Code. In the event
a regulation for a single-family detached building and/or use is more
restrictive than that of the other residential use, the other residential
use shall apply.
[Added 7-17-2019 by Ord. No. 2019-9] |
Dwelling Type
|
Maximum Gross Density
(DU/AC)(3)
|
Minimum Open Space Ratio
|
Maximum Impervious Surface Ratio
|
Minimum Gross Site Area
|
Minimum Lot Area
|
---|---|---|---|---|---|
RM District
| |||||
Single-Family Detached Without sewer and water
|
0.6
|
—
|
0.03
|
1.5 acres
|
1.5 acres
|
Other Uses
|
—
|
—
|
0.15
|
2 acres
|
2 acres
|
Performance Subdivision:
|
6-8(1)
|
(1)
|
(1)
|
(1)
|
(1)
|
Percentage of Units for Low and Moderate Income Housing Within
an Inclusionary Development
| |||||
10.0%
|
6
|
0.10
|
0.60
|
3 acres
|
(2)
|
12.5%
|
7
|
0.10
|
0.60
|
3 acres
|
(2)
|
15.0%
|
8
|
0.10
|
0.60
|
3 acres
|
(2)
|
Footnotes:
| |
(1)
|
The performance subdivision is permitted by conditional use to permit for low and moderate-income housing. (See § 30-10, Conditional Uses.) The following provisions shall apply according to the percentage of low and moderate-income units proposed.
|
(2)
|
See Subsection c below, Table of Area and Dimensional Requirements.
|
(3)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
Dwelling Type
|
Minimum Lot Area Per Dwelling (4)
|
Minimum Lot Width
(feet)
|
Maximum Building Height
(feet)
|
Floor Area Ratio
|
Minimum Yards
(feet)
|
Minimum Distance Between Buildings
(feet)
| ||
---|---|---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| ||||||
Performance Subdivision
| ||||||||
Single-Family Detached
|
9,000 square feet
|
50
|
35 feet or 2 1/2 stories
|
30
|
15
|
30
|
35
| |
Twin House
|
4,500 square feet
|
45
|
35 feet or 2 1/2 stories
|
25
|
10(1)
|
25
|
20
| |
Town House
|
2,500 square feet
|
24
|
35 feet or 2 1/2 stories
|
20
|
10(2)
|
30
|
30
| |
Town House Duplex
|
2,000 square feet
|
24
|
35 feet or 2 1/2 stories
|
20
|
10(2)
|
30
|
30
| |
Multiplex
|
2,500 square feet (3)
|
30
|
35 feet or 2 1/2 stories
|
25
|
20(2)
|
30
|
40
| |
Other Uses
|
2 acres
|
100
|
35 feet or 2 1/2 stories
|
0.10
|
50
|
25
|
50
|
—
|
Footnotes:
| |
(1)
|
Only one side yard shall be required.
|
(2)
|
At the ends of semi-detached or attached buildings.
|
(3)
|
Equals the minimum lot area per dwelling unit, provided the
minimum lot area per building shall be 9,000 square feet.
|
(4)
|
See § 30-6.5a3 regarding common wastewater disposal systems on lots smaller than 1.5 acres.
|
(a)
|
Efficiency
|
one person.
|
(b)
|
One bedroom
|
two persons.
|
(c)
|
Two bedrooms
|
three persons.
|
(d)
|
Three bedrooms
|
five persons.
|
Dwelling Type
|
Minimum Lot Size (1)
|
Minimum Lot Width
|
Maximum Impervious Surface Ratio
|
Floor Area Ratio (2)
|
Minimum Yards
(feet)
| ||
---|---|---|---|---|---|---|---|
Front
|
Side
(each)
|
Rear
| |||||
IN District
| |||||||
All Permitted Uses
|
25 ac.
|
300 feet
|
0.25
|
0.10
|
100
|
100
|
100
|
Footnotes:
| |
(1)
|
Or otherwise as required for each specific use in § 30-5 herein.
|
(2)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
Dwelling Type
|
Minimum Lot Area
|
Maximum Gross Density
(DU/AC) (1)
|
Minimum Lot Width
|
Maximum Building Coverage
|
Maximum Impervious Surface Ratio
|
Maximum Building Height(2)
|
Floor Area Ratio (1)
|
Minimum Yards
(feet)
| ||
---|---|---|---|---|---|---|---|---|---|---|
Front
|
Side
(each)
|
Rear
| ||||||||
VC District
| ||||||||||
All Uses
|
2 ac.
|
0.5
|
150
|
0.06
|
0.20
|
35 feet or 2 1/2 stories
|
0.125
|
50
|
25
|
50
|
Footnotes:
| |
(1)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
(2)
|
Whichever is less.
|
Dwelling Type
|
Minimum Lot Area
|
Minimum Lot Width
|
Maximum Building Coverage
|
Maximum Impervious Surface Ratio
|
Maximum Building Height (1)
|
Floor Area Ratio (2)
|
Minimum Yards
(feet)
| ||
---|---|---|---|---|---|---|---|---|---|
Front
|
Side
(each)
|
Rear
| |||||||
PC District
| |||||||||
Hotel
|
10 ac.
|
400
|
0.15
|
0.25
|
35 feet or 2 stories
|
0.30
|
100
|
75
|
100
|
Other Commercial uses
|
2 ac.
|
150
|
0.06
|
0.20
|
35 feet or 2 stories
|
0.125
|
50
|
25
|
75
|
Footnotes:
| |
(1)
|
Whichever is less.
|
(2)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
Dwelling Type
|
Minimum Lot Size
|
Minimum Lot Width
|
Maximum Building Coverage
|
Maximum Impervious Surface Ratio
|
Maximum Building Height
|
Minimum Yards
(feet)
|
Floor Area Ratio (1)
|
Minimum Distance Between Buildings
| ||
---|---|---|---|---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| ||||||||
OR District
| ||||||||||
All Nonresidential uses
|
100 ac.
|
1,000 feet
|
0.25
|
0.50
|
45 feet
|
200
|
200
|
200
|
0.25
|
100 feet
|
Footnotes:
| |
(1)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
Dwelling Type
|
Minimum Lot Area
|
Minimum Lot Width
|
Maximum Impervious Surface Ratio
|
Maximum Building Height (2)
|
Floor Area Ratio (1)
|
Minimum Yards
(feet)
| ||
---|---|---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| ||||||
PO District
| ||||||||
All Nonresidential Uses
|
2 ac.
|
150
|
0.25
|
35 feet or 2 stories
|
0.125
|
50
|
25
|
75
|
Footnotes:
| |
(1)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
(2)
|
Whichever is less.
|
Minimum Lot Area
|
Minimum Lot Width
|
Maximum Building Coverage
|
Maximum Impervious Surface Ratio
|
Maximum Building Height
|
Floor Area Ratio (3)
|
Minimum Yards
(feet)
| |||
---|---|---|---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| |||||||
Quarry Uses
|
25 ac.
|
300 feet
|
0.005
|
0.006
|
35 feet
|
0.005
|
300
|
200
|
200
|
Footnotes:
| |
(1)
|
In order to determine the FAR or density for a given site, multiply
acreage by the ratio (density or FAR) to determine site's potential
yield. The FAR or density yield also may be affected by other bulk
requirements, such as impervious coverage, parking, etc.
|
Maximum Gross Density
(DU/AC)
|
Minimum Open Space Ratio
|
Maximum Impervious Surface Ratio
|
Minimum Gross Site Area
|
Minimum Lot Area
| |
---|---|---|---|---|---|
P Parkland
| |||||
Agriculture
|
—
|
—
|
0.05
|
5 acres
|
5 acres
|
Other Uses
|
—
|
—
|
0.03
|
10 acres
|
10 acres (1)
|
Footnotes:
| |
(1)
|
Or otherwise as required for each specific use in § 30-5 herein.
|
Minimum Lot Area
|
Minimum Lot Width
|
Maximum Building Height (1)
|
Minimum Yards
(feet)
| |||
---|---|---|---|---|---|---|
Front
|
Side
|
Rear
| ||||
P Parkland
| ||||||
Agricultural Uses
|
5 acres
|
300 feet
|
35 feet or 2 stories
|
75
|
50
|
100
|
Other Uses
|
10 acres (2)
|
300 feet
|
35 feet or 2 stories
|
75
|
50
|
100
|
Footnotes:
| |
(1)
|
A maximum of 2 1/2 stories is permitted.
|
(2)
|
Or otherwise as required for each specific use in § 30-5 herein.
|
Number of Dwelling in Development
|
Minimum Required Number of D.U. Types
|
Maximum Percent Any D.U. Type
|
Minimum Percent Any D.U. Type
|
---|---|---|---|
1-40
|
1
|
100
|
10
|
41-85
|
2
|
70
|
10
|
85+
|
3
|
40
|
10
|
Dwelling Unit Type
|
Multi-Family Residential
|
---|---|
Single family Detached, use B-1
|
Permitted
|
Twin House, use B-5
|
Permitted
|
Townhouse, use B-6
|
Permitted
|
Multiplex, use B-9
|
Permitted
|
RM District
|
All Other Districts
| |
---|---|---|
Efficiency
|
300 square feet
|
600 square feet
|
1 Bedroom
|
400 square feet
|
700 square feet
|
2 Bedroom
|
600 square feet
|
950 square feet
|
Minimum lot size
|
5 acres
|
Minimum setback of tower and equipment compound from any property
line and from existing structures on-site
|
1.5 times height of tower
|
Maximum tower height multiple vendors
|
140 feet
|
[1]
|
Property lines and physical dimensions of the property;
|
[2]
|
Location, dimensions, and types of existing major structures
on the property;
|
[3]
|
Location of the proposed small wind energy system tower;
|
[4]
|
The right-of-way of any public road that is contiguous with
the property;
|
[5]
|
Location of existing and proposed overhead utility lines; and
|
[6]
|
System specifications, including manufacturer and model, rotor
diameter, tower height, tower type (freestanding or guyed).
|
(1)
|
Health Department Requirements:
|
(i)
|
Proof of approval by the County Board of Health of well and
septic system must be submitted to the Township authorities.
|
All Districts
| |
---|---|
Efficiency
|
450 Square feet
|
1 Bedroom
|
600 Square feet
|
2 Bedroom
|
800 Square feet
|
Take:
|
Gross Site Area
|
________ acres
|
Subtract:
|
Total Land with Resource Restrictions
|
________ acres
|
Equals:
|
Total Unrestricted Land
|
________ acres
|
Development Type and District
|
Total Factor x Unrestricted Land
|
=
|
Total Active Recreation Land
|
---|---|---|---|
Single-family Cluster:
| |||
CR and VR Districts
|
0.03 x _____ ac.
|
=
|
________ac.
|
Performance
| |||
Subdivisions:
| |||
CP District
|
0.08 x _____ ac.
|
=
|
________ac.
|
VR, RM Districts
|
0.05 x _____ ac.
|
=
|
________ac.
|
__________ac.
Resource Protection Land
|
+
|
__________ac.
Recreation Land
|
=
|
__________ac.
Total Open Space
|
__________ac.
Gross Site Area
|
x
|
_____
Open Space Ratio
|
=
|
__________ac.
Minimum Required Open Space
|
__________ac.
Gross Site Area
|
—
|
__________ac.
Total Open Space Required or Minimum Required Open Space, whichever
is greater.
|
=
|
__________ac.
Net Buildable Site Area
|
__________acres
Gross Site Area Permitted
|
x
|
__________DU/acre
Maximum Permitted Gross Density Per Residential Use
|
=
|
__________dwelling units
Total Number of Dwelling Units (Round up if figure is equal
or greater than 0.5, round down if under 0.5)
|
The Zoning Official and the Planning Board and/or the Board
of Adjustment, where required under the provisions of this act or
in the case of review by the Planning Board or Board of Adjustment,
shall endorse any decision upon the application, and, in case of complete
denial, shall set forth the basis for such decision, which shall thereupon
be transmitted to the applicant.
|
The Zoning Official shall be authorized to withdraw or rescind any permit issued for tree removal activities in the event of any act of noncompliance with the provisions of this Subsection b5 or regulations adopted hereunder.
|
Name
Alluvial Land
Bowmansville Series
Pope Loam
Raritan
Rowland Silt Loam
|
Where the specific 100-year flood elevation has not been detailed
in the Flood Hazard Study, the floodplain soils shall govern unless
the applicant for the proposed use, development and/or activity determines
this elevation in accordance with hydrologic and hydraulic engineering
techniques. Hydrologic and hydraulic analysis shall be undertaken
at the expense of the applicant by professional engineers or others
of demonstrated qualifications, who shall certify that the methods
used correctly reflect currently accepted technical concepts. Soil
mapping may be verified by the applicant by on-site testing. Studies,
analysis, computation, etc. shall be submitted in sufficient detail
to allow a thorough technical review by the Township Engineer.
|
Table 1: Number of Observation Wells Required for Residential
Subdivisions
| |
---|---|
No. of Proposed Lots
|
No. of Observation Wells
|
5 or less
|
1 adjacent well
|
6 to 25
|
(minimum of 2 new wells within proposed subdivision)
|
25 to 49
|
(minimum of 4 new wells within proposed subdivision)
|
50 or more
|
Test proposal submitted to Board and NJDEP for review and approval
|
The observation wells and test well must have a geologic log
describing the depth and types of soils and rocks encountered and
the depth and approximate yields of water-bearing fracture zones.
The observation wells should be completed to a similar depth as the
test well. At least one of the observation wells shall be within 200
feet of the test well and at least one observation well must be located
along the preferential fracture direction between 200 feet and 500
feet of the pumping well. Additional observation wells should be located
to evaluate potential secondary fractures and impacts to adjacent
properties.
|
The design of the aquifer test shall be developed using the
applicable guidance from "Guidelines for Preparing Hydrogeologic Reports
for Water Allocation Permit Application with an Appendix on Aquifer
- Test analysis Procedures" NJGS GSR 29, 1992. The aquifer test shall
be conducted according to the following procedures:
|
Table 2: Frequency of Water-Level Measurements in Wells During
and After Aquifer Testing
| ||
---|---|---|
Time Since Pumping Began or Stopped
|
Test Well
|
Observation Wells
|
0 to 5 minutes
|
0.5 minutes
|
0.5 minutes
|
5 to 10 minutes
|
1 minute
|
1 minute
|
10 to 30 minutes
|
2 minutes
|
2 minutes
|
30 to 60 minutes
|
5 minutes
|
5 minutes
|
60 to 120 minutes
|
10 minutes
|
10 minutes
|
2 to 8 hours
|
30 minutes
|
30 minutes
|
8 to 24 hours
|
60 minutes
|
60 minutes
|
24 or more hours
|
120 minutes
|
120 minutes
|
Table 3: Aquifer Test Requirements for Nonresidential Developments
| |
---|---|
Average Demand
(gallons per day)
|
No. of Observation Wells
|
1,999 or less
|
1
|
2,000 to 9,999
|
2
|
10,000 to 99,999
|
5 (at least 2 on-site observation wells)
|
100,000 or more
|
Obtain NJDEP Water Allocation Permit
|
The observation wells and test well must have a geologic log
describing the depth and types of soils and rocks encountered and
the depth and approximate yields of water-bearing fracture zones.
The observation wells should be completed to a similar depth as the
test well.
|
The design of the aquifer test shall be developed using the
applicable guidance from "Guidelines for Preparing Hydrogeologic Reports
for Water Allocation Permit Application with an Appendix on Aquifer
- Test analysis Procedures" NJGS GSR 29, 1992. The aquifer test shall
be conducted according to the following procedure:
|
Table 4: Frequency of Water-Level Measurements in Wells During
and After Aquifer Testing
| ||
---|---|---|
Time Since Pumping Began or Stopped
|
Test Well
|
Observation Wells
|
0 to 5 minutes
|
0.5 minutes
|
0.5 minutes
|
5 to 10 minutes
|
1 minute
|
1 minute
|
10 to 30 minutes
|
2 minutes
|
2 minutes
|
30 to 60 minutes
|
5 minutes
|
5 minutes
|
60 to 120 minutes
|
10 minutes
|
10 minutes
|
2 to 8 hours
|
30 minutes
|
30 minutes
|
8 to 24 hours
|
60 minutes
|
60 minutes
|
24 or more hours
|
120 minutes
|
120 minutes
|
Type
|
Width
|
Depth
(feet)
|
---|---|---|
Conventional
|
9
|
18
|
Handicapped
|
12.5
|
18
|
Oversized** (as determined by municipal engineer)
|
**
|
Including but not limited to recreational vehicles, tandem trailers,
trucks and buses.
|
Total Nonresidential Parking Spaces
|
Required Handicapped Parking
|
---|---|
10 — 50
|
(1 space)
|
51 — 250
|
2.5%
|
251+
|
2.0%
|
Use
|
Floor Area
|
Required Berths
|
---|---|---|
Business and Professional Offices and Public Administration
Buildings
|
First 100,000 square feet
|
1
|
Next 40,000 square feet
|
1
| |
Each additional 50,000 square feet or fraction thereof
|
1
| |
Food Stores and Retail
|
First 5,000 square feet
|
1
|
Department Stores
|
Next 5,000 square feet
|
1
|
Each additional 20,000 square feet or fraction thereof
|
1
| |
Manufacturing
|
First 3,000 square feet
|
1
|
Next 7,000 square feet
|
1
| |
Each additional 20,000 square feet or fraction thereof
|
1
| |
Wholesale and Other Uses
|
First 2,000 square feet
|
1
|
Next 8,000 square feet
|
1
| |
Each additional 10,000 square feet or fraction thereof
|
1
|
(a)(1)
|
In the case of flags that can move in the wind 360° around
the pole, the beam angle shall be based on a circle having a radius
equal to the width of the flag, except that flags having a width of
12 feet or more shall be illuminated by the beam with a radius not
greater than 2/3 of the width of the flag.
|
Category
|
Average Illuminance fc
|
Ratio fc
| |
---|---|---|---|
Initial
|
Maintained
|
Average to Minimum
| |
Residential Street Lighting Local
|
0.6 fc
|
0.4 fc
|
4 to 1
|
Street Lighting Collector
|
0.9 fc
|
0.6 fc
|
4 to 1
|
Commercial Street Lighting Local
|
1.3 fc
|
0.9 fc
|
4 to 1
|
Street Lighting Collector
|
1.7 fc
|
1.2 fc
|
4 to 1
|
Schedule A, Parking Lots
| ||||
---|---|---|---|---|
Maintained Illuminance
|
Initial Illuminance
| |||
Basic
|
Medium Security
|
Basic
|
Enhanced Security
| |
Horizontal Illuminance
| ||||
Minimum
|
0.2 fc
|
0.5 fc
|
0.3 fc
|
0.7 fc
|
Average
|
1.0 fc
|
2.5 fc
|
1.4 fc
|
3.6 fc
|
Uniformity Ratios
| ||||
Average to Minimum
|
4:1
|
4:1
|
4:1
|
4:1
|
Maximum to Minimum
|
8:1
|
8:1
|
8:1
|
8:1
|
METHODS OF MEASUREMENT
(§ 30-8.4)
|
Type of Application
|
First Check Nonrefundable Application Charge
|
Second Check Applicant's Escrow Fund
| ||||
---|---|---|---|---|---|---|
1.
|
Informal (conceptual) review
| |||||
Existing single-family
|
$100 per meeting*
|
$1,500 (if professional review requested by the applicant)
| ||||
All others
|
$300 per meeting*
|
$1,500 (if professional review requested by applicant)
| ||||
2.
|
Subdivisions
| |||||
Boundary line change or merger of portions of adjoining properties
|
$400
|
$1,500
| ||||
Minor
|
$200, plus $250 per lot
|
$1,500 per lot
| ||||
Preliminary major
|
$500, plus $200 per lot
|
$1,000, plus $400 per lot; minimum $3,000
| ||||
Final major
|
$500 plus $100 per lot
|
$400, plus $150 per lot; minimum $1,500
| ||||
3.
|
Site Plans
| |||||
Site plan waiver
|
$200
|
$1,000
| ||||
Minor
|
$350, plus $0.05 per square foot of proposed new building area,
plus $0.01 per square foot of site area to be disturbed
|
$1,500
| ||||
Preliminary major
|
$350, plus $0.10 per square foot of proposed new building area,
plus $0.03 per square foot of site area to be disturbed
|
If the gross floor area of the building is 100,000 square feet
or less - $2,000, plus $10 per 1,000 square feet of lot area, plus
$10 per 100 square feet of gross floor area of the building. If the
gross floor area of the building exceeds 100,000 square feet - $2,000,
plus $3.50 per 1,000 square feet of lot area, plus $3.50 per 100 square
feet of gross floor area of the building
| ||||
Final major
|
50% of preliminary major site plan fee
|
If the gross floor area of the building is 100,000 square feet
or less - $2,000, plus $3 per 1,000 square feet of lot area, plus
$3 per 100 square feet of gross floor area of the building. If the
gross floor area of the building exceeds 100,000 square feet - $2,000
plus $1 per 1,000 square feet of lot area, plus $1 per 100 square
feet of gross floor area of building
| ||||
Telecommunications tower site plan-existing tower
|
$1,500
|
$5,000
| ||||
Telecommunications tower site plan-new tower
|
$2,500
|
$10,000
| ||||
4.
|
Variances
| |||||
a.
|
Appeal (N.J.S.A. 40:55D-70(a))
|
$300 per meeting
|
$1,500
| |||
b.
|
Appeal (N.J.S.A. 40:55D-70(b))
|
$300 per meeting
|
$1,500
| |||
c. (1)
|
Bulk variance 40:55D-70(c) existing lots
|
$300, plus $100 per variance
|
$3,000
| |||
(2)
|
Bulk variance 40:55D-70(c) with site plan or subdivision
|
$300, plus $100 each additional variance
|
$3,000
| |||
d.
|
Use Variance (N.J.S.A. 40:55D-70(d))
|
$500
|
$3,000
| |||
5.
|
Permit for lot not abutting public street
(N.J.S.A. 40:55-36)
|
$500
|
$3,000
| |||
6.
|
Extensions of approval request
|
$500 per meeting
|
$1,500
| |||
7.
|
On-tract and off-tract improvements
|
N/A
|
5% of the cost of the improvement
| |||
8.
|
Development agreement
|
N/A
|
$2,000
| |||
9.
|
Deposit for certified shorthand reporter
|
N/A
|
$300 per meeting
| |||
10.
|
Aquifer testing
| |||||
a.
|
Aquifer Test Plan Review
|
$500
|
Residential subdivision (and site plans) $900 for first lot,
plus $100 for each additional lot
| |||
Nonresidential and residential site plans $900 for first 1,000
gals. of average daily demand, plus $100 for each additional 1,000
gals. or part thereof of average daily demand
| ||||||
b.
|
Hydrogeologic Report Review
|
$500
|
Residential subdivisions and site plans $1,800 for the first
lot, plus $200 for each additional lot
| |||
Nonresidential and residential site plans $900 for first 1,000
gals. of average daily demand, plus $100 for each additional 1,000
gals. of average daily demand or part thereof
| ||||||
11.
|
Carbonate Rock
| |||||
a.
|
Phase I Checklist
|
$750
|
$750, plus $200 per acre or portion thereof for each acre of
disturbance when site is located in the CRD and $100 per acre or portion
thereof for each acre of disturbance when site is located in the CDA
| |||
b.
|
Phase II Checklist
|
$750
|
$1,500, plus $500 per acre or portion thereof for each acre
of disturbance when site is located in CRD and $200 per acre or portion
thereof for each acre of disturbance when site is located in CDA
| |||
12.
|
Environmental Impact Statement Review
|
$500
| ||||
13.
|
Special Meeting Fee
|
$1,000
| ||||
14.
|
Tax Map Changes
|
$150, plus $50 per lot
|
*
|
The amount of any fees for such an informal review shall be
a credit toward fees for review of the application for development,
provided the application for development submitted is substantially
the same as the concept plan.
|
Zoning Permit Fees
(§ 30-12.4)
| |
---|---|
Driveway
|
$75
|
Sign
|
75
|
New Home
|
125
|
Residential Addition
|
125
|
Alterations
|
50
|
In-kind replacement of existing equipment or facility
|
no fee
|
Telecommunications Towers
| |
Existing
| |
Fee
|
2,500
|
Escrow
|
5,000
|
New
| |
Fee
|
5,000
|
Escrow
|
10,000
|
Commercial/Industrial Structures
| |
New
|
150
|
Addition
|
150
|
Barns/Pole Barns/Agricultural
|
50
|
Home Occupation
|
50
|
Temporary Use/Structure
|
75
|
All Other Zoning
|
75
|
Number of Copies Required For:
| ||||||
---|---|---|---|---|---|---|
Application Elements
|
Minor Site Plan
|
Major Site Plan Preliminary
|
Major Site Plan Final
|
Minor Subdivision
|
Major Subdivision Preliminary
|
Major Subdivision Final
|
Fees
|
x
|
x
|
x
|
x
|
x
|
x
|
Application
|
25
|
25
|
25
|
25
|
25
|
25
|
Plan
|
25
|
25
|
25
|
25
|
25
|
25
|
Natural Resource Plan
|
25
|
25
|
no
|
no
|
25
|
no
|
Site Capacity Calculations
|
25
|
25
|
no
|
no
|
25
|
no
|
Soil and Erosion Control Plan
|
25
|
25
|
no
|
25
|
25
|
no
|
Utility Plan
|
25
|
25
|
no
|
25
|
25
|
25
|
Street Plan
|
no
|
25
|
25
|
no
|
25
|
25
|
Landscape Plan
|
no
|
25
|
25
|
no
|
25
|
25
|
Lighting Plan
|
no
|
25
|
25
|
no
|
25
|
25
|
Review Escrow
|
3
|
no
|
3
|
3
|
no
|
yes
|
Affidavit of Ownership (or authorization by owner)
|
3
|
3
|
no
|
3
|
3
|
no
|
Proof of Payment of Taxes
|
3
|
3
|
no
|
3
|
3
|
no
|
Letter of Intent: Number and Type of Units
|
no
|
25
|
no
|
no
|
25
|
no
|
Phasing Plan
|
no
|
no
|
25
|
no
|
no
|
25
|
x - As required by Township resolution.
|
1.
|
Site plan of:
| |
Lot _____ Block _____ Zone_____
| ||
Date _________ Scale _________
| ||
Applicant
| ||
2.
|
I consent to the filing of this site plan with the Planning
Board of
| |
(Owner)
|
(Date)
| |
3.
|
I hereby certify that I have prepared this site plan and that
all dimensions and information are correct.
| |
4.
|
I have reviewed this site plan and certify that it meets all
codes and ordinances under my jurisdiction.
| |
______________________
(Date)
|
(Township Engineer)
| |
5.
|
To be signed before issuance of a building permit: I hereby
certify that all the required improvements have been installed or
a bond posted in compliance with all applicable codes and ordinances.
| |
(If improvements installed)
| ||
(Township Engineer)
|
(Date)
| |
(If bond posted)
| ||
(Township Clerk)
|
(Date)
| |
Building permit issued
| ||
Building permit issued
|
(Date)
| |
6.
|
Approved by the Planning Board
| |
(Preliminary __________Final __________
| ||
(Chairman)
|
(Date)
|
Licensed Land Surveyor (Affix Seal)
|
Date
|
(If monuments are to be set at a later date, the following endorsement
shall be shown on the map.)
|
I certify that a bond has been given to the Township of Union
guaranteeing the future setting of the monuments shown on this map
and so designated.
|
Township Clerk
|
Date
|
Chairman, Board of Health
|
Date
|
Township Engineer
|
Date
|
Chairman
|
Date
|
Secretary
|
Date
|
Street Classification
|
R.O.W.
(feet)
|
Pavement
(feet)
|
Curbs
|
Sidewalks
|
---|---|---|---|---|
Arterial
|
120
|
48-120
|
no
|
Recommended along Rt. 173
|
I-78
| ||||
Major Collector
|
80
|
36-46
|
no
|
optional
|
Rt. 41
| ||||
Rt. 16
| ||||
Rt. 26
| ||||
Minor Collector
|
66
|
32-40
|
no
|
optional
|
Rt. 42
| ||||
Finn Road
| ||||
Local Rural and Secondary
|
50
|
24-36
|
no
|
optional
|
All other roads in Township
|
Housing Type
|
Average Weekday Trip Generation Rates
|
---|---|
Single Family Detached
|
10.0 trips/du
|
Duplex (twin), multiplex, townhouse
|
8.1 trips/du
|
Apartment
|
5.4 trips/du
|
Mobile Home
|
5.4 trips/du
|
Retirement Village
|
3.3 trips/du
|
Housing Type
|
Spillover Parking Spaces Required per Dwelling Unit
|
---|---|
Single family detached
|
1.0
|
Attached units
|
1.0
|
Apartments
|
0.5
|
Collector ADT Level
| ||||
---|---|---|---|---|
<1,200
|
1,200-1,600
|
1,600-2,000
|
>2,000
| |
% of allowable frontage taking access from collectors over entire
length of collector street
|
20%
|
10%
|
5%
|
none
|
B (Height of Driver's Eye)
|
=
|
Eye level from a car stopped at the intersection on the secondary
street; for the ordinance, B is situated 3.5 feet above the roadway
area, 20 feet from the edge of the paving of the primary street
|
Y (Required Stopping Sight Distance)
|
=
|
The distance from Point A to Point C and Point C to Point D shall be the required stopping sight distance as calculated and described in Chapter 3 of the AASHTO Policy on Geometric Design of Highways and Streets
|
A and D
|
=
|
A point 6 inches above the pavement centerline of the primary
street
|
C
|
=
|
Approximate center of intersection
|
Residential Subcollector
|
10 feet
|
Residential Collector
|
15 feet
|
Existing Streets
|
40 feet
|
Minimum Intersection Spacing
| |
---|---|
Major Road Type
|
Spacing
(in feet)
|
Existing Streets
|
1,600
|
Residential Collector
|
300
|
Residential Subcollector
|
125
|
Design Speed of Road
|
Minimum Deceleration Lane Length
|
---|---|
30 mph
|
165 feet
|
40 mph
|
230 feet
|
50 mph
|
310 feet
|
Residential Driveway Setbacks
| |||
---|---|---|---|
Lots Less Than 27,500 square feet
| |||
Housing Type
|
Min. Lot Size
(Square feet)
|
Minimum Lot Width
(feet)
|
Driveway Setback
(feet)
|
VR District
| |||
Village House
|
19,000
|
90
|
9
|
RM District
| |||
Single Detached
|
9,000
|
50
|
5
|
Village House
|
5,600
|
50
|
5
|
Patio House
|
4,500
|
45
|
4.5
|
Atrium House
|
2,500
|
40
|
4
|
Twin House
|
4,500
|
45
|
4.5
|
Townhouse
|
2,500
|
24
|
2.4
|
Town/Duplex
|
2,000
|
24
|
2.4
|
Multiplex
|
2,500
|
30
|
3
|
Total enlargement cost or improvement cost
Developer's cost
|
=
|
Total tributary gpd
Developer's gpd
|
Total project cost
Developer's cost
|
=
|
Total tributary gpd to new system
Development tributary gpd
|
Total cost of the roadway improvement and/or extension
Developer's cost
|
=
|
Future peak hour traffic
Future peak hour traffic generated by the development
|
Total enlargement or improvement cost of drainage
facilities
Developer's cost
|
=
|
Total tributary cfs
Development cfs
|
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 below 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) are found below 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% to 90%
|
Yes
|
No
|
N/A
|
Notes to Tables 1, 2, and 3:
| |
---|---|
(a)
|
Subject to the applicable contributory drainage area limitation specified at § 30-24.4o2;
|
(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 § 30-24.2;
|
(h)
|
Manufactured treatment devices that do not meet the definition of "green infrastructure" at § 30-24.2.
|
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.
|
Minor Site Plan
|
Minor Sub.
|
Prelim. Site Plan
|
Prelim. Major Sub.
|
Final Site Plan
|
Final Major Sub.
| ||
---|---|---|---|---|---|---|---|
PLAT SPECIFICATIONS
| |||||||
1.
|
Plat clearly and legibly drawn or reproduced at a scale not
smaller than 1 inch equals 100 feet
|
X
|
X
|
X
|
X
|
X
|
X
|
2.
|
All documents must be signed and sealed by appropriate NJ licensed
professional person
|
X
|
X
|
X
|
X
|
X
|
X
|
3.
|
Plat prepared to scale based on deed description or other reasonable
accurate data for the purpose of review and discussion by the Planning
Board
|
X
|
X
|
X
|
X
|
X
|
X
|
GENERAL INFORMATION
| |||||||
4.
|
Metes and bounds description of parcel in question based upon
current onsite land survey information showing the date the survey
was performed
|
X
|
X
|
X
|
X
|
X
|
X
|
5.
|
Property line shown in bearings and distances. Bearings to be
in degrees, minutes and seconds. Curves to have arc length, radius
chord bearings and distances
|
X
|
X
|
X
|
X
|
X
|
X
|
6.
|
Key map, based on tax map, showing location of tract to be considered
in relation to surrounding area, within 1,000 feet
|
X
|
X
|
X
|
X
|
X
|
X
|
7.
|
Title block containing name and address of applicant, preparer
and preparer's seal, lot and block numbers, date prepared, date of
last revision, and zoning district. Title block must comply with Title
46 (Map Filing Law)
|
X
|
X
|
X
|
X
|
X
|
X
|
8.
|
Each block and lot numbered in conformity with the municipal
tax map as determined by the municipal tax assessor
|
X
|
X
|
X
|
X
|
X
|
X
|
9.
|
Scale of map, both written and graphic
|
X
|
X
|
X
|
X
|
X
|
X
|
10.
|
North arrow giving the basis of the bearing reference
|
X
|
X
|
X
|
X
|
X
|
X
|
11.
|
Space for signatures of Chairman and Secretary of the Planning
Board
|
X
|
X
|
X
|
X
|
X
|
X
|
12.
|
Names and addresses of all property owners within 200 feet of
subject property
|
X
|
X
|
X
|
X
|
X
|
X
|
13.
|
Location of existing and proposed property lines with dimensions
in feet to the nearest hundredth
|
X
|
X
|
X
|
X
|
X
|
X
|
14.
|
Acreage of affected parcel to the nearest hundredth of an acre
|
X
|
X
|
X
|
X
|
X
|
X
|
15.
|
Zoning district in which parcel is located, indicating all setbacks,
height, and floor area ratio, both as to required and proposed indicate
the above both written and graphically
|
X
|
X
|
X
|
X
|
X
|
X
|
16.
|
Performance standards if applicable, such as impervious surface
ratio, open space ratio, and density
|
X
|
X
|
X
|
X
|
X
|
X
|
17.
|
Number of lots resulting from a subdivision including areas
in acres if 1 acre or over or in square feet if under 1 acre
|
X
|
X
|
X
| |||
18.
|
Site capacity calculations
|
X
|
X
|
X
|
X
|
X
|
X
|
NATURAL FEATURES
| |||||||
Applicant should refer to Township NRI or provide most recent
mapping available from Hunterdon County Geographic Information System
(GIS) or NJ Department of Environmental Protection GIS
| |||||||
19.
|
Aerial (satellite) photo using NJDEP 2002 imagery
|
X
|
X
|
X
|
X
| ||
20.
|
Topography of the site and within 200 feet thereof
|
X
|
X
|
X
|
X
| ||
21.
|
Steep Slopes (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
22.
|
Contours in intervals of 2 feet up to 10% grade and 5 feet over
10% grade
|
X
|
X
|
X
|
X
| ||
23.
|
Bedrock Geology (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
24.
|
Surficial geology (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
25.
|
Floodplains
|
X
|
X
|
X
|
X
|
X
|
X
|
26.
|
Wetlands (Using Twp. NRI if no LOI submitted)
|
X
|
X
|
X
|
X
|
X
|
X
|
27.
|
Natural and artificial water-courses, water; bodies and encroachment
lines
|
X
|
X
|
X
|
X
|
X
|
X
|
28.
|
C-1 Category Streams and 300-foot buffers
|
X
|
X
|
X
|
X
|
X
|
X
|
29.
|
Wooded areas including predominant association and size
|
X
|
X
|
X
|
X
|
X
|
X
|
30.
|
Location of trees 10 inches in diameter, as measured 4 feet
above ground level, outside of wooded areas, designing species of
each
|
X
|
X
|
X
|
X
|
X
|
X
|
31.
|
Soil types as shown by the current Soil Conservation Service
Survey Maps. (or using Twp. NRI)
|
X
|
X
|
X
|
X
|
X
|
X
|
32.
|
Agricultural Soils (Twp. NRI)
|
X
|
X
|
X
|
X
|
X
|
X
|
33.
|
Erodible Soils (Twp. NRI)
|
X
|
X
|
X
|
X
|
X
|
X
|
34.
|
Aquifers and Community Wells (Twp. NRI)
|
X
|
X
|
X
|
X
|
X
|
X
|
35.
|
Septic Suitability (Twp. NRI)
|
X
|
X
|
X
|
X
|
X
|
X
|
36.
|
Natural Heritage Database & NJ Landscape Data (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
37.
|
Areas in which construction is precluded due to the presence
of natural resource restrictions
|
X
|
X
|
X
|
X
| ||
38.
|
All areas to be disturbed by grading or construction
|
X
|
X
|
X
|
X
| ||
man-made FEATURES ON SITE AND WITHIN 200 FEET THEREOF
| |||||||
39.
|
Location of existing structures and their setbacks from existing
and proposed property lines
|
X
|
X
|
X
|
X
|
X
|
X
|
40.
|
Location of existing easements or rights-of-way including power
lines
|
X
|
X
|
X
|
X
|
X
|
X
|
41.
|
Location of existing railroads, bridges, culverts, drainpipes,
water and sewer mains, and other man-made installations affecting
the tract
|
X
|
X
|
X
|
X
|
X
|
X
|
42.
|
Location of existing wells and septic systems
|
X
|
X
|
X
|
X
| ||
43.
|
Location, results, and date of all percolation tests and soil
logs for each lot
|
X
|
X
|
X
|
X
| ||
44.
|
Plans and profiles of proposed streets
|
X
|
X
|
X
|
X
| ||
45.
|
Plans and profiles of proposed utility layouts, such as sewers,
storm drains, water, gas and electric, showing feasible connections
to existing or proposed utility systems
|
X
|
X
|
X
|
X
| ||
46.
|
Location and description of monuments whether set or to be set
of all corners found, set, to be set, and specific type (i.e. Rebar,
iron pipe, railroad spike, p.k. nail, etc.)
|
X
|
X
|
X
|
X
| ||
47.
|
Location, names and widths of all existing and proposed streets
on the property and within 200 feet of the tract
|
X
|
X
|
X
|
X
|
X
|
X
|
48.
|
Required road dedication
|
X
|
X
|
X
|
X
|
X
|
X
|
49.
|
Sketch of prospective future street system of the entire tract
where a preliminary plat covers only a portion thereof
|
X
|
X
| ||||
MISCELLANEOUS
| |||||||
50.
|
Proposed sight easements where required
|
X
|
X
|
X
|
X
|
X
|
X
|
51.
|
Proposed drainage easements where required
|
X
|
X
|
X
|
X
|
X
|
X
|
52.
|
Soil Erosion and Sediment Control Plan in accordance with § 30-25 et seq. of this chapter
|
X
|
X
|
X
|
X
| ||
53.
|
Stormwater Management Plan in accordance with § 30-24 et seq. of this chapter
|
X
|
X
|
X
|
X
| ||
54.
|
Landscaping plan including the types, quantity, size, and location
of all proposed vegetation, along with planting specifications. The
scientific and common name of all vegetation shall be included. Landscaping
plan to be prepared by a certified landscape architect
|
X
|
X
|
X
|
X
|
X
|
X
|
55.
|
Impact Statement in accordance with § 30-7.9 of this chapter
|
X
|
X
|
X
|
X
|
X
|
X
|
56.
|
Copies of covenants and deed restrictions, if any, existing
rights-of-way or easements including easements by use
|
X
|
X
|
X
|
X
|
X
|
X
|
57.
|
The purpose of any proposed easement of land reserved or dedicated
to public or common use shall be designated
|
X
|
X
|
X
|
X
|
X
|
X
|
58.
|
Any sections for which a waiver is specifically requested and
a narrative paragraph explaining why the applicant is entitled to
such waiver
|
X
|
X
|
X
|
X
|
X
|
X
|
59.
|
A letter of interpretation regarding wetlands from the New Jersey
Department of Environmental Protection
|
X
|
X
|
X
|
X
|
X
|
X
|
60.
|
As-built plans
|
X
|
X
| ||||
61.
|
Aquifer Test and Analysis
|
X
|
X
|
X
|
X
| ||
62.
|
Carbonate Area District Investigations
|
X
|
X
|
X
|
X
|
"A"
Appeal
|
"B"
Interpretation or Special Question
|
"C"
Variance
|
"D"
Variance
|
Conditional Use
|
Planning Variance
| ||
---|---|---|---|---|---|---|---|
PLAT SPECIFICATIONS
| |||||||
1.
|
Plat clearly and legibly drawn or reproduced at a scale not
smaller than 1 inch equals 100 feet
|
X
|
X
|
X
|
X
| ||
2.
|
All documents must be signed and sealed by appropriate NJ licensed
professional person
|
X
|
X
|
X
|
X
| ||
GENERAL INFORMATION
| |||||||
3.
|
Plat prepared to scale based on deed description or other reasonable
accurate data for the purpose of review and discussion by the Planning
Board
|
X
|
X
|
X
|
X
| ||
4.
|
Metes and bounds description of parcel in question based upon
current onsite land survey information, showing date survey was performed
|
X
|
X
|
X
|
X
| ||
5.
|
Property line shown in bearings and distances. Bearings to be
in degree, minutes, and seconds. Curves to have are length, radius
chord bearings and distances
|
X
|
X
|
X
|
X
| ||
6.
|
Key map, based on tax map, showing location of tract to be considered
in relation to surrounding areas within 1,000 feet
|
X
|
X
|
X
|
X
| ||
7.
|
Title block containing name and address of applicant, preparer
and preparer's seal, lot and block numbers, date prepared, date of
last revision, and zoning district. Title block must comply with Title
46 (Map Filing Law)
|
X
|
X
|
X
|
X
| ||
8.
|
Each block and lot numbered in conformity with the municipal
tax map as determined by the municipal tax assessor
|
X
|
X
|
X
|
X
| ||
9.
|
Scale of map, both written and graphic
|
X
|
X
|
X
|
X
| ||
10.
|
North arrow giving the basis of the bearing reference
|
X
|
X
|
X
|
X
| ||
11.
|
Space for signature of Chairman and Secretary of the Planning
Board
|
X
|
X
|
X
|
X
| ||
12.
|
Names and addresses of all property owners within 200 feet of
subject property
|
X
|
X
|
X
|
X
|
X
|
X
|
13.
|
Location of existing and proposed property lines with dimensions
in feet to the nearest hundredth
|
X
|
X
|
X
|
X
| ||
14.
|
Acreage of affected parcel to the nearest hundredth of an acre
|
X
|
X
|
X
|
X
| ||
15.
|
Zoning district in which parcel is located, indicating all setbacks,
height, and floor area ratio, both as to required and proposed. Indicate
the above both written and graphically
|
X
|
X
|
X
|
X
| ||
16.
|
Performance standards, if applicable, such as impervious surface
ratio, open space ratio, and density
|
X
|
X
|
X
|
X
| ||
17.
|
Number of lots resulting from a subdivision including areas
in acres if 1 acre or over or in square feet if under 1 acre
|
X
|
X
|
X
|
X
| ||
18.
|
Site capacity calculations
|
X
|
X
|
X
|
X
| ||
NATURAL FEATURES
| |||||||
19.
|
Aerial (satellite) Photo using NJDEP 2002 imagery
|
X
|
X
| ||||
20.
|
Topography of the site and within 200 feet thereof
|
X
|
X
| ||||
21.
|
Steep slopes (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
22.
|
Contours in intervals of 2 feet up to 10% grade and 5 feet over
10% grade
|
X
|
X
| ||||
23.
|
Bedrock Geology (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
24.
|
Surficial geology (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
25.
|
Floodplains
|
X
|
X
| ||||
26.
|
Wetlands (Using Twp. NRI if no LOI submitted)
|
X
|
X
| ||||
27.
|
Natural and artificial watercourses, waterbodies, and encroachment
lines
|
X
|
X
| ||||
28.
|
C-1 Category Streams and 300-foot buffers
|
X
|
X
|
X
|
X
| ||
29.
|
Wooded areas including predominant association and size
|
X
|
X
| ||||
30.
|
Location of trees 10 inches in diameter, as measured 4 feet
above ground level, outside of wooded areas, designating species of
each
|
X
|
X
| ||||
31.
|
Soil types as shown by the current Soil Conservation Service
Survey maps (or using Twp. NRI)
|
X
|
X
| ||||
32.
|
Agricultural soils (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
33.
|
Erodible soils (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
34.
|
Aquifers and Community Wells (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
35.
|
Septic Suitability (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
36.
|
Natural Heritage Database & NJ Landscape Data (Twp. NRI)
|
X
|
X
|
X
|
X
| ||
37.
|
Areas in which construction is precluded due to the presence
of natural resource restrictions
|
X
|
X
| ||||
38.
|
All areas to be disturbed by grading or construction
|
X
|
X
| ||||
39.
|
Location of existing structures and their setbacks from existing
and proposed property lines
|
X
|
X
|
X
| |||
40.
|
Location of existing easements or rights-of-way including power
lines
|
X
|
X
|
X
| |||
41.
|
Location of existing railroads, bridges, culverts, drainpipes,
water and sewer mains, and other man-made installations affecting
the tract
|
X
|
X
|
X
| |||
42.
|
Location of existing wells and septic systems
|
X
|
X
|
X
| |||
43.
|
Location, results, and date of all percolation tests and soil
logs for each lot
|
X
|
X
|
X
|
X
| ||
44.
|
Plans and profiles of proposed streets
|
X
|
X
|
X
| |||
45.
|
Plans and profiles of proposed utility layouts, such as sewers,
storm drains, water, gas and electric, showing feasible connections
to existing or proposed utility systems
|
X
|
X
|
X
| |||
46.
|
Location and description of monuments whether set or to be set
of all corners found, set, to be set, and specific type (i.e. Rebar,
iron pipe, railroad spike, p.k. nail, etc.)
|
X
|
X
|
X
| |||
47.
|
Location, names, and widths of all existing and proposed streets
on the property and within 200 feet of the tract
|
X
|
X
|
X
| |||
48.
|
Required road dedication.
|
X
|
X
|
X
| |||
49.
|
Sketch of prospective future street system of the entire tract
where a preliminary plat covers only a portion thereof.
|
X
|
X
|
X
| |||
MISCELLANEOUS
| |||||||
50.
|
Proposed site easements where required
|
X
|
X
| ||||
51.
|
Proposed drainage easements where required
|
X
|
X
| ||||
52.
|
Soil Erosion and Sediment Control Plan in accordance with § 30-25 of this chapter
|
X
|
X
| ||||
53.
|
Stormwater Management Plan in accordance with § 30-24 et seq. of this chapter
|
X
|
X
| ||||
54.
|
Landscaping plan including the types, quantity, size, and location
of all proposed vegetation, along with planting specifications. The
scientific and common name of all vegetation shall be included. Landscape
plan to be prepared by a certified landscape architect
|
X
|
X
|
X
|
X
|
X
|
X
|
55.
|
Impact Statement in accordance with § 30-7.9 of this chapter
|
X
|
X
|
X
|
X
|
X
|
X
|
56.
|
Copies of covenants and deed restrictions, if any, existing
rights-of-way or easements including easements by use
|
X
|
X
|
X
|
X
|
X
|
X
|
57.
|
The purpose of any proposed easement of land reserved or dedicated
to public or common use shall be designated
|
X
|
X
|
X
|
X
|
X
|
X
|
58.
|
Any sections for which a waiver is specifically requested and
a narrative paragraph explaining why the applicant is entitled to
such waivers
|
X
|
X
|
X
|
X
|
X
|
X
|
59.
|
A letter of interpretation regarding wetlands from the New Jersey
Department of Environmental Protection, as applicable
|
X
|
X
|
X
|
X
|
X
|
X
|
60.
|
As-built plans
|
X
|
X
| ||||
61.
|
Aquifer Test and Analysis
|
X
|
X
|
X
|
X
| ||
62.
|
Carbonate Area District Investigations
|
X
|
X
|
X
|
X
|
Township of Union
Certification of Complete Application
|
TO:
|
|
TAKE NOTICE that on the _____ day of ____________,
19_____, your application to the
|
( ) Planning Board
|
( ) Zoning Board of Adjustment
|
was reviewed in accordance with the rules of said Board and
the applicable ordinances of the Township and it was thereupon determined
that all checklist items are in order and said application is complete.
The time within which said Board must act on said application pursuant
to N.J.S.A. 40:55D-1 et seq., has commenced to run from said date.
|
|
Secretary, Union Township Planning Board
|
Township of Union
Notification of Incomplete Application
| |
| |
| |
TAKE NOTICE that on the _____ day of _________,
19_____, your application to the
| |
( ) Planning Board
| |
( ) Zoning Board of Adjustment
| |
was reviewed in accordance with the rules of the Board and the
applicable ordinances of the Township and it was thereupon determined
that all checklist items are not in order and the application is incomplete.
Please submit the following checklist items as soon as possible so
that the Board may again review your application for completeness.
| |
| |
| |
| |
| |
Secretary, Union Township Planning Board
|
Maximum Percentage of Market-Rate Units Completed
|
Minimum Percentage of Low- and Moderate-Income Units Completed
|
---|---|
25
|
0
|
25 plus 1
|
10
|
50
|
50
|
75
|
75
|
90
|
100
|