Zoning
RA | Residential – One Family |
RB | Residential – Two Family |
RC | Residential – Multifamily |
RD | Residential – Senior Housing |
RT | Residential – Single-Family Attached/Townhome |
AH-1 | Affordable Housing-1 |
AH-2 | Affordable Housing-2 |
AH-3 | Affordable Housing-3 |
NC | Neighborhood Core |
DC | Downtown Core |
DT | Downtown Transition |
TO | Transit Oriented |
CC | Corridor Commercial |
C/I | Commercial/Industrial |
OSR | Open Space and Recreation |
C | Cemetery |
Overlays | |
MUOD | Mixed-Use Overlay |
IOR | Inclusionary Overlay Residential |
Route 22 East Redevelopment Area (HBRA-1) |
Hy-Way Bowl Redevelopment Area |
Merck Site Redevelopment District |
Stowe St. Redevelopment Area |
Weinstein Redevelopment Area (RBRA-1) |
Red Devil Redevelopment Zone |
Summit Court Redevelopment Area (SCRA-2) |
Schaefer Salt |
Stuyvesant Avenue Redevelopment Area |
Union Station Redevelopment Area (US) |
Clinton Manor Redevelopment Area |
Burnet Avenue Redevelopment Area |
Liberty Avenue Redevelopment Area |
Type of Dwelling Unit | Minimum Required Usable Finished Floor Area per Dwelling Unit (square feet) |
|---|---|
Efficiency | 400 |
1-bedroom | 550 |
2-bedroom | 700 |
Minimum Dwelling Unit Size: DC Zone | |
|---|---|
Dwelling Unit Type | Minimum Floor Area (square feet) |
Studio/efficiency apartment | 500 |
One-bedroom apartment | 650 |
Two-bedroom apartment | 900 |
Apartments with three or more bedrooms | 1,150 plus 150 for each additional bedroom |
Type of Use(1) | Required Parking Spaces(2) |
|---|---|
Adult businesses | See retail sales or bars, according to nature of use proposed |
Banks and financial institutions | 1 for each 170 square feet of gross floor area |
Child-care centers | 3 per 1,000 square feet of GFA or 1.25 per employee, whichever is greater |
Community facilities | 5 per 1,000 square feet of GFA |
Corporate suites | See hotels and motels |
Data processing centers | 1 per 5,000 square feet of GFA |
Flex space | 1 per 60 square feet of GFA |
Funeral homes | 1 for each 100 square feet of GFA |
Fitness centers | 5 per 1,000 square feet of GFA |
Home professional offices | 2 spaces |
Hospitals | 2 for each bed |
Hotels, motels | 0.8 space per room, plus additional parking for restaurants, banquet facilities, etc., as herein required |
Instructional use | 10 per 1,000 square feet of GFA |
Manufacturing, including for cannabis cultivation uses | 1 for each 1,000 square feet of GFA, or 1 for each employee on the largest shift, whichever is greater |
Medical marijuana dispensary | See retail sales |
Long-term care facilities | 0.5 per bed |
Medical offices | |
Under 10,000 square feet of GFA | 1 for each 300 square feet of GFA |
Over 10,000 square feet of GFA | 1 for each 350 square feet of GFA |
Museums, galleries, and interpretive centers | 1 per 1,000 square feet of GFA |
Offices | |
Under 10,000 square feet of GFA | 1 for each 300 square feet of GFA |
Over 10,000 square feet of GFA | 1 for each 250 square feet of GFA |
Outdoor storage | See retail sales or warehousing, according to nature of use proposed |
Places of assembly, including assembly halls, community facilities, private membership clubs, lodges, houses of worship | 1 for each 60 square feet of GFA of assembly space, or 1 for every 3 seats, whichever is greater(3) |
Public limousine service | 1 for each motor vehicle, not to exceed 3 |
Repair garages, automobile service stations | 3 spaces plus 4 for each bay or work area; convenience retail refer to retail sales requirement |
Recreation | |
Indoor | 5 per 1,000 square feet of GFA |
Outdoor | 1 per 5,000 square feet of sports court or field space |
Research laboratories | 1 for each 300 square feet of gross floor area, or 1 for each employee on the largest shift, whichever is greater |
Residential | As required by Residential Site Improvement Standards {R.S.I.S. [N.J.A.C. 5:21-4.14(b)]} |
Restaurants, bars, and brew pubs | 1 for each 3 patron seats |
Restaurants, fast food | 1 for each 60 square feet of net floor area(3)(4) |
Retail sales and service, including smoke shops and cannabis dispensaries | |
Under 50,000 square feet GFA | 1 for each 200 square feet of GFA |
Between 50,000 and 100,000 square feet GFA | 1 for each 250 square feet of GFA |
Over 100,000 square feet GFA | 1 for each 300 square feet of GFA |
Schools | |
Elementary | 2 for each classroom or teacher station |
Intermediate (middle/junior high) | 2.5 for each classroom or teacher station |
Secondary (high school) | 3 for each classroom or teacher station |
College/university | 1 per 10 students and employees, combined |
Veterinary hospitals and kennels | 2 for each 1,000 square feet of GFA plus 2 per employee |
Warehouse and distribution, including for cannabis uses | 1 for each 3,000 square feet of GFA or 1 for each employee on the largest shift, whichever is greater |
Self storage | 1 per 10,000 square feet of GFA |
NOTES: | |
(1) | In the case of mixed uses, the total requirements for off-street parking facilities shall be the sum of the requirements of the various uses computed separately except where a shared parking approach is permitted pursuant to the requirements of § 170-1302, and off-street parking facilities for one use shall not be considered as providing required parking facilities for any other use except as herein specified and as may be permitted in a shared parking approach as set forth in § 170-1302C. For any building or use not listed above, there shall be provided one parking space for each 200 square feet of gross floor area. |
(2) | Fractional spaces: One-half space or more shall be counted as a full space. Less than 1/2 space shall not be counted. |
(3) | One space shall be considered 24 inches when calculating the capacity of pews and benches. |
(4) | Net floor area is defined as public area, excluding floor area dedicated to restrooms. |
Off-Street Loading Requirements | ||
|---|---|---|
Land Use** | Floor Area (square feet) | |
At Which First Berth is Required | At Which Second Berth is Required* | |
Industrial | ||
Manufacturing | 5,000 | 40,000 |
Warehousing/distribution centers | 5,000 | 40,000 |
Research laboratories | 5,000 | 40,000 |
Data centers | 5,000 | 40,000 |
Commercial | ||
Retail sales and services | 5,000 | 20,000 |
Indoor recreation and fitness centers | 5,000 | 100,000 |
Restaurants | 2,000 | 25,000 |
Offices/medical offices | 5,000 | 100,000 |
Hotels/motels | 10,000 | 100,000 |
Funeral home | 10,000 | 100,000 |
Residential | ||
Multifamily dwellings | 20,000 | 100,000 |
Institutional | ||
Schools | 10,000 | 100,000 |
Hospitals, nursing homes | 10,000 | 100,000 |
Places of assembly | 10,000 | 100,000 |
* | An additional berth shall be required for each additional number of square feet as indicated is required between the need for one- and two-berth intervals. |
** | In the case of a multiple-use building, the amount of off-street loading required shall be equal to the sum of the parts, unless same can be demonstrated to be in excess, as shall be subject to determination by the approving authority. |
A | Total number of parking spaces required to satisfy nonresidential uses at point of peak demand. |
B | Total number of parking spaces required to satisfy residential uses at point of peak demand. |
C | Total number of parking spaces required to satisfy peak demand (residential and nonresidential combined) (A+B). |
D | Less on-site parking supply (existing to remain and proposed). |
E | Net peak demand on municipal parking (C-D). |
A | Total number of parking spaces required to satisfy nonresidential uses at point of peak demand. |
D | Less on-site parking supply (existing to remain and proposed). |
F | Net nonresidential demand on municipal parking at peak (A - D). |
C | Total peak demand on municipal parking (A + B). |
F | Net nonresidential demand on municipal parking at peak (A - D). |
G | Net additional demand on municipal parking at peak (C - F). |
PEDESTRIAN EASEL SIGN — A freestanding one-sided sign on a three- or four-legged upright supporting structure. |
PEDESTRIAN POSTER STAND SIGN — A freestanding one-sided sign display. |
PEDESTRIAN SANDWICH BOARD SIGN — A freestanding "A" frame type sign with one- or two-sided message area. |
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) No(c) | 2(b) 1(c) |
Small-scale bioretention basin(a) | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-scale infiltration basin(a) | 80 | Yes | Yes | 2 |
Small-scale sand filter | 80 | Yes | Yes | 2 |
Vegetative filter strip | 60-80 | No | No | — |
(Notes corresponding to annotations (a) through (g) are found following 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 (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Bioretention system | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Infiltration basin | 80 | Yes | Yes | 2 |
Sand filter(b) | 80 | Yes | Yes | 2 |
Standard constructed wetland | 90 | Yes | No | N/A |
Wet pond(d) | 50-90 | Yes | No | N/A |
(Notes corresponding to annotations (b) through (d) are found following 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 (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Blue roof | 0 | Yes | No | N/A |
Extended detention basin | 40-60 | Yes | No | 1 |
Manufactured treatment device(h) | 50 or 80 | No | No | Dependent upon the device |
Sand filter(c) | 80 | Yes | No | 1 |
Subsurface gravel wetland | 90 | No | No | 1 |
Wet pond | 50-90 | Yes | No | N/A |
(Notes corresponding to annotations(b) through (d) are found on below.) |
Notes to Tables 1, 2, and 3: | |
|---|---|
(a) | Subject to the applicable contributory drainage area limitation specified at § 170-1804O(2); |
(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 § 170-1802; |
(h) | Manufactured treatment devices that do not meet the definition of "green infrastructure" at § 170-1802. |
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 three 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. |
Table 5 Current Precipitation Adjustment Factors | |||
|---|---|---|---|
County | Current Precipitation Adjustment Factors | ||
2-Year Design Storm | 10-Year Design Storm | 100-Year Design Storm | |
Essex | 1.01 | 1.03 | 1.06 |
Union | 1.01 | 1.03 | 1.06 |
Table 6 Future Precipitation Change Factors | |||
|---|---|---|---|
County | Future Precipitation Change Factors | ||
2-Year Design Storm | 10-Year Design Storm | 100-Year Design Storm | |
Essex | 1.19 | 1.22 | 1.33 |
Union | 1.20 | 1.23 | 1.35 |
Table 170-1902B(3)(a) | |||||
|---|---|---|---|---|---|
Map Panel # | Effective Date | Suffix | Map Panel # | Effective Date | Suffix |
34039C004 | September 20, 2006 | F | 34039C0021 | September 20, 2006 | F |
34039C011 | September 20, 2006 | F | 34039C0022 | September 20, 2006 | F |
34039C012 | September 20, 2006 | F | 34039C0023 | September 20, 2006 | F |
34039C013 | September 20, 2006 | F | |||
Table 170-1902B(3)(b) | |||
|---|---|---|---|
Map Panel # | Preliminary Date | Map Panel # | Preliminary Date |
34039C0004G | April 18, 2016 | 34039C00021G | April 18, 2016 |
34039C00011G | April 18, 2016 | 34039C00022G | April 18, 2016 |
34039C00012G | April 18, 2016 | 34039C00023G | February 3, 2015 |
34039C00013G | April 18, 2016 | ||
Table 170-1902B(3)(d) List of State Studied Waters | ||
|---|---|---|
Name of Studied Water | File Name | Map Number |
Elizabeth River | C0000016 | 8 |
Elizabeth River | C0000017 | 7 |
Elizabeth River | C0000018 | 6 |
Elizabeth River | C0000019 | 5 |
Elizabeth River | C0000020 | 4 |
Elizabeth River | C0000021 | 3 |
Elizabeth River | C0000022 | 2 |
East Branch Rahway River | GGEW0006 | 7 |
Rahway River, East Branch, West Branch | GGEW0009 | 4 |
Rahway River, Drainage Ditch, Stream 10-30, 10-30-1 | GGEW0015 | 4 |
Rahway River | GGEW0038 | 5 |
Van Winkles Brook, Rahway River | GGEW0040 | 3 |
Black Brook | GGEW0041 | 2 |
Rahway River | GGEW0042 | 1 |
Branch 10-24, West Brook | GGEW0045 | 3 |
East Branch Rahway River | SUPPV001 | 1 of 3 |
East Branch Rahway River | GGEW0002p | 11 |
Rahway River | GGEW0037p | 6 |
Black Brook | GGEW0043p | 5 |
Branch 10-30-1 | GGEW0043p | 5 |
Drainage Ditch | GGEW0043p | 5 |
Note: Substantially damaged properties and substantially improved properties that have not been elevated are not considered "lawfully existing" for the purposes of the NFIP. This definition is included in this article to clarify the applicability of any more stringent statewide floodplain management standards required under the FHACA. |
SCHEDULE 2 REQUIRED SEPARATION DISTANCES BETWEEN WIRELESS COMMUNICATIONS TOWERS | ||||
|---|---|---|---|---|
Tower Type | Lattice (linear feet) | Guyed (linear feet) | Monopole 75 Feet in Height or Greater (linear feet) | Monopole Less Than 75 Feet in Height (linear feet) |
Lattice | 5,000 | 5,000 | 1,500 | 750 |
Guyed | 5,000 | 5,000 | 1,500 | 750 |
Monopole 75 feet in height or greater | 1,500 | 1,500 | 1,500 | 750 |
Monopole less than 75 feet in height | 750 | 750 | 750 | 750 |
Zoning
RA | Residential – One Family |
RB | Residential – Two Family |
RC | Residential – Multifamily |
RD | Residential – Senior Housing |
RT | Residential – Single-Family Attached/Townhome |
AH-1 | Affordable Housing-1 |
AH-2 | Affordable Housing-2 |
AH-3 | Affordable Housing-3 |
NC | Neighborhood Core |
DC | Downtown Core |
DT | Downtown Transition |
TO | Transit Oriented |
CC | Corridor Commercial |
C/I | Commercial/Industrial |
OSR | Open Space and Recreation |
C | Cemetery |
Overlays | |
MUOD | Mixed-Use Overlay |
IOR | Inclusionary Overlay Residential |
Route 22 East Redevelopment Area (HBRA-1) |
Hy-Way Bowl Redevelopment Area |
Merck Site Redevelopment District |
Stowe St. Redevelopment Area |
Weinstein Redevelopment Area (RBRA-1) |
Red Devil Redevelopment Zone |
Summit Court Redevelopment Area (SCRA-2) |
Schaefer Salt |
Stuyvesant Avenue Redevelopment Area |
Union Station Redevelopment Area (US) |
Clinton Manor Redevelopment Area |
Burnet Avenue Redevelopment Area |
Liberty Avenue Redevelopment Area |
Type of Dwelling Unit | Minimum Required Usable Finished Floor Area per Dwelling Unit (square feet) |
|---|---|
Efficiency | 400 |
1-bedroom | 550 |
2-bedroom | 700 |
Minimum Dwelling Unit Size: DC Zone | |
|---|---|
Dwelling Unit Type | Minimum Floor Area (square feet) |
Studio/efficiency apartment | 500 |
One-bedroom apartment | 650 |
Two-bedroom apartment | 900 |
Apartments with three or more bedrooms | 1,150 plus 150 for each additional bedroom |
Type of Use(1) | Required Parking Spaces(2) |
|---|---|
Adult businesses | See retail sales or bars, according to nature of use proposed |
Banks and financial institutions | 1 for each 170 square feet of gross floor area |
Child-care centers | 3 per 1,000 square feet of GFA or 1.25 per employee, whichever is greater |
Community facilities | 5 per 1,000 square feet of GFA |
Corporate suites | See hotels and motels |
Data processing centers | 1 per 5,000 square feet of GFA |
Flex space | 1 per 60 square feet of GFA |
Funeral homes | 1 for each 100 square feet of GFA |
Fitness centers | 5 per 1,000 square feet of GFA |
Home professional offices | 2 spaces |
Hospitals | 2 for each bed |
Hotels, motels | 0.8 space per room, plus additional parking for restaurants, banquet facilities, etc., as herein required |
Instructional use | 10 per 1,000 square feet of GFA |
Manufacturing, including for cannabis cultivation uses | 1 for each 1,000 square feet of GFA, or 1 for each employee on the largest shift, whichever is greater |
Medical marijuana dispensary | See retail sales |
Long-term care facilities | 0.5 per bed |
Medical offices | |
Under 10,000 square feet of GFA | 1 for each 300 square feet of GFA |
Over 10,000 square feet of GFA | 1 for each 350 square feet of GFA |
Museums, galleries, and interpretive centers | 1 per 1,000 square feet of GFA |
Offices | |
Under 10,000 square feet of GFA | 1 for each 300 square feet of GFA |
Over 10,000 square feet of GFA | 1 for each 250 square feet of GFA |
Outdoor storage | See retail sales or warehousing, according to nature of use proposed |
Places of assembly, including assembly halls, community facilities, private membership clubs, lodges, houses of worship | 1 for each 60 square feet of GFA of assembly space, or 1 for every 3 seats, whichever is greater(3) |
Public limousine service | 1 for each motor vehicle, not to exceed 3 |
Repair garages, automobile service stations | 3 spaces plus 4 for each bay or work area; convenience retail refer to retail sales requirement |
Recreation | |
Indoor | 5 per 1,000 square feet of GFA |
Outdoor | 1 per 5,000 square feet of sports court or field space |
Research laboratories | 1 for each 300 square feet of gross floor area, or 1 for each employee on the largest shift, whichever is greater |
Residential | As required by Residential Site Improvement Standards {R.S.I.S. [N.J.A.C. 5:21-4.14(b)]} |
Restaurants, bars, and brew pubs | 1 for each 3 patron seats |
Restaurants, fast food | 1 for each 60 square feet of net floor area(3)(4) |
Retail sales and service, including smoke shops and cannabis dispensaries | |
Under 50,000 square feet GFA | 1 for each 200 square feet of GFA |
Between 50,000 and 100,000 square feet GFA | 1 for each 250 square feet of GFA |
Over 100,000 square feet GFA | 1 for each 300 square feet of GFA |
Schools | |
Elementary | 2 for each classroom or teacher station |
Intermediate (middle/junior high) | 2.5 for each classroom or teacher station |
Secondary (high school) | 3 for each classroom or teacher station |
College/university | 1 per 10 students and employees, combined |
Veterinary hospitals and kennels | 2 for each 1,000 square feet of GFA plus 2 per employee |
Warehouse and distribution, including for cannabis uses | 1 for each 3,000 square feet of GFA or 1 for each employee on the largest shift, whichever is greater |
Self storage | 1 per 10,000 square feet of GFA |
NOTES: | |
(1) | In the case of mixed uses, the total requirements for off-street parking facilities shall be the sum of the requirements of the various uses computed separately except where a shared parking approach is permitted pursuant to the requirements of § 170-1302, and off-street parking facilities for one use shall not be considered as providing required parking facilities for any other use except as herein specified and as may be permitted in a shared parking approach as set forth in § 170-1302C. For any building or use not listed above, there shall be provided one parking space for each 200 square feet of gross floor area. |
(2) | Fractional spaces: One-half space or more shall be counted as a full space. Less than 1/2 space shall not be counted. |
(3) | One space shall be considered 24 inches when calculating the capacity of pews and benches. |
(4) | Net floor area is defined as public area, excluding floor area dedicated to restrooms. |
Off-Street Loading Requirements | ||
|---|---|---|
Land Use** | Floor Area (square feet) | |
At Which First Berth is Required | At Which Second Berth is Required* | |
Industrial | ||
Manufacturing | 5,000 | 40,000 |
Warehousing/distribution centers | 5,000 | 40,000 |
Research laboratories | 5,000 | 40,000 |
Data centers | 5,000 | 40,000 |
Commercial | ||
Retail sales and services | 5,000 | 20,000 |
Indoor recreation and fitness centers | 5,000 | 100,000 |
Restaurants | 2,000 | 25,000 |
Offices/medical offices | 5,000 | 100,000 |
Hotels/motels | 10,000 | 100,000 |
Funeral home | 10,000 | 100,000 |
Residential | ||
Multifamily dwellings | 20,000 | 100,000 |
Institutional | ||
Schools | 10,000 | 100,000 |
Hospitals, nursing homes | 10,000 | 100,000 |
Places of assembly | 10,000 | 100,000 |
* | An additional berth shall be required for each additional number of square feet as indicated is required between the need for one- and two-berth intervals. |
** | In the case of a multiple-use building, the amount of off-street loading required shall be equal to the sum of the parts, unless same can be demonstrated to be in excess, as shall be subject to determination by the approving authority. |
A | Total number of parking spaces required to satisfy nonresidential uses at point of peak demand. |
B | Total number of parking spaces required to satisfy residential uses at point of peak demand. |
C | Total number of parking spaces required to satisfy peak demand (residential and nonresidential combined) (A+B). |
D | Less on-site parking supply (existing to remain and proposed). |
E | Net peak demand on municipal parking (C-D). |
A | Total number of parking spaces required to satisfy nonresidential uses at point of peak demand. |
D | Less on-site parking supply (existing to remain and proposed). |
F | Net nonresidential demand on municipal parking at peak (A - D). |
C | Total peak demand on municipal parking (A + B). |
F | Net nonresidential demand on municipal parking at peak (A - D). |
G | Net additional demand on municipal parking at peak (C - F). |
PEDESTRIAN EASEL SIGN — A freestanding one-sided sign on a three- or four-legged upright supporting structure. |
PEDESTRIAN POSTER STAND SIGN — A freestanding one-sided sign display. |
PEDESTRIAN SANDWICH BOARD SIGN — A freestanding "A" frame type sign with one- or two-sided message area. |
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) No(c) | 2(b) 1(c) |
Small-scale bioretention basin(a) | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-scale infiltration basin(a) | 80 | Yes | Yes | 2 |
Small-scale sand filter | 80 | Yes | Yes | 2 |
Vegetative filter strip | 60-80 | No | No | — |
(Notes corresponding to annotations (a) through (g) are found following 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 (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Bioretention system | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Infiltration basin | 80 | Yes | Yes | 2 |
Sand filter(b) | 80 | Yes | Yes | 2 |
Standard constructed wetland | 90 | Yes | No | N/A |
Wet pond(d) | 50-90 | Yes | No | N/A |
(Notes corresponding to annotations (b) through (d) are found following 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 (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Blue roof | 0 | Yes | No | N/A |
Extended detention basin | 40-60 | Yes | No | 1 |
Manufactured treatment device(h) | 50 or 80 | No | No | Dependent upon the device |
Sand filter(c) | 80 | Yes | No | 1 |
Subsurface gravel wetland | 90 | No | No | 1 |
Wet pond | 50-90 | Yes | No | N/A |
(Notes corresponding to annotations(b) through (d) are found on below.) |
Notes to Tables 1, 2, and 3: | |
|---|---|
(a) | Subject to the applicable contributory drainage area limitation specified at § 170-1804O(2); |
(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 § 170-1802; |
(h) | Manufactured treatment devices that do not meet the definition of "green infrastructure" at § 170-1802. |
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 three 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. |
Table 5 Current Precipitation Adjustment Factors | |||
|---|---|---|---|
County | Current Precipitation Adjustment Factors | ||
2-Year Design Storm | 10-Year Design Storm | 100-Year Design Storm | |
Essex | 1.01 | 1.03 | 1.06 |
Union | 1.01 | 1.03 | 1.06 |
Table 6 Future Precipitation Change Factors | |||
|---|---|---|---|
County | Future Precipitation Change Factors | ||
2-Year Design Storm | 10-Year Design Storm | 100-Year Design Storm | |
Essex | 1.19 | 1.22 | 1.33 |
Union | 1.20 | 1.23 | 1.35 |
Table 170-1902B(3)(a) | |||||
|---|---|---|---|---|---|
Map Panel # | Effective Date | Suffix | Map Panel # | Effective Date | Suffix |
34039C004 | September 20, 2006 | F | 34039C0021 | September 20, 2006 | F |
34039C011 | September 20, 2006 | F | 34039C0022 | September 20, 2006 | F |
34039C012 | September 20, 2006 | F | 34039C0023 | September 20, 2006 | F |
34039C013 | September 20, 2006 | F | |||
Table 170-1902B(3)(b) | |||
|---|---|---|---|
Map Panel # | Preliminary Date | Map Panel # | Preliminary Date |
34039C0004G | April 18, 2016 | 34039C00021G | April 18, 2016 |
34039C00011G | April 18, 2016 | 34039C00022G | April 18, 2016 |
34039C00012G | April 18, 2016 | 34039C00023G | February 3, 2015 |
34039C00013G | April 18, 2016 | ||
Table 170-1902B(3)(d) List of State Studied Waters | ||
|---|---|---|
Name of Studied Water | File Name | Map Number |
Elizabeth River | C0000016 | 8 |
Elizabeth River | C0000017 | 7 |
Elizabeth River | C0000018 | 6 |
Elizabeth River | C0000019 | 5 |
Elizabeth River | C0000020 | 4 |
Elizabeth River | C0000021 | 3 |
Elizabeth River | C0000022 | 2 |
East Branch Rahway River | GGEW0006 | 7 |
Rahway River, East Branch, West Branch | GGEW0009 | 4 |
Rahway River, Drainage Ditch, Stream 10-30, 10-30-1 | GGEW0015 | 4 |
Rahway River | GGEW0038 | 5 |
Van Winkles Brook, Rahway River | GGEW0040 | 3 |
Black Brook | GGEW0041 | 2 |
Rahway River | GGEW0042 | 1 |
Branch 10-24, West Brook | GGEW0045 | 3 |
East Branch Rahway River | SUPPV001 | 1 of 3 |
East Branch Rahway River | GGEW0002p | 11 |
Rahway River | GGEW0037p | 6 |
Black Brook | GGEW0043p | 5 |
Branch 10-30-1 | GGEW0043p | 5 |
Drainage Ditch | GGEW0043p | 5 |
Note: Substantially damaged properties and substantially improved properties that have not been elevated are not considered "lawfully existing" for the purposes of the NFIP. This definition is included in this article to clarify the applicability of any more stringent statewide floodplain management standards required under the FHACA. |
SCHEDULE 2 REQUIRED SEPARATION DISTANCES BETWEEN WIRELESS COMMUNICATIONS TOWERS | ||||
|---|---|---|---|---|
Tower Type | Lattice (linear feet) | Guyed (linear feet) | Monopole 75 Feet in Height or Greater (linear feet) | Monopole Less Than 75 Feet in Height (linear feet) |
Lattice | 5,000 | 5,000 | 1,500 | 750 |
Guyed | 5,000 | 5,000 | 1,500 | 750 |
Monopole 75 feet in height or greater | 1,500 | 1,500 | 1,500 | 750 |
Monopole less than 75 feet in height | 750 | 750 | 750 | 750 |