Design Guidelines
Major development includes all developments that are part of a common plan of development or sale (for example, phased residential development) that collectively or individually meet any one or more of paragraphs A, B, C, or D above. Projects undertaken by any government agency that otherwise meet the definition of "major development" but which do not require approval under the Municipal Land Use Law, N.J.S.A. 40:55D-1 et seq., are also considered "major development." |
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 to 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 to 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 to 60 | Yes | No | 1 |
Manufactured treatment device(h) | 50 or 80 | No | No | Dependent upon the device |
Sand filter(c) | 80 | Yes | No | 1 |
Subsurface gravel wetland | 90 | No | No | 1 |
Wet pond | 50 to 90 | Yes | No | N/A |
Notes to Tables 1, 2, and 3: | |
|---|---|
(a) | Subject to the applicable contributory drainage area limitation specified at subsection 13-8.403O2; |
(b) | Designed to infiltrate into the subsoil; |
(c) | Designed with underdrains; |
(d) | Designed to maintain at least a ten-foot-wide area of native vegetation along at least 50% of the shoreline and to include a stormwater runoff retention component designed to capture stormwater runoff for beneficial reuse, such as irrigation; |
(e) | Designed with a slope of less than 2%; |
(f) | Designed with a slope of equal to or greater than 2%; |
(g) | Manufactured treatment devices that meet the definition of green infrastructure at subsection 13-8.401; |
(h) | Manufactured treatment devices that do not meet the definition of green infrastructure at subsection 13-8.401. |
Best Management Practice | Maximum Contributory Drainage Area |
|---|---|
Dry well | 1 acre |
Manufactured treatment device | 2.5 acres |
Pervious pavement systems | Area of additional inflow cannot exceed three times the area occupied by the BMP |
Small-scale bioretention systems | 2.5 acres |
Small-scale infiltration basin | 2.5 acres |
Small-scale sand filter | 2.5 acres |
Table 4 - Water Quality Design Storm Distribution | |||||
|---|---|---|---|---|---|
Time (Minutes) | Cumulative Rainfall (Inches) | Time (Minutes) | Cumulative Rainfall (Inches) | Time (Minutes) | Cumulative Rainfall (Inches) |
1 | 0.00166 | 41 | 0.1728 | 81 | 1.0906 |
2 | 0.00332 | 42 | 0.1796 | 82 | 1.0972 |
3 | 0.00498 | 43 | 0.1864 | 83 | 1.1038 |
4 | 0.00664 | 44 | 0.1932 | 84 | 1.1104 |
5 | 0.00830 | 45 | 0.2000 | 85 | 1.1170 |
6 | 0.00996 | 46 | 0.2117 | 86 | 1.1236 |
7 | 0.01162 | 47 | 0.2233 | 87 | 1.1302 |
8 | 0.01328 | 48 | 0.2350 | 88 | 1.1368 |
9 | 0.01494 | 49 | 0.2466 | 89 | 1.1434 |
10 | 0.01660 | 50 | 0.2583 | 90 | 1.1500 |
11 | 0.01828 | 51 | 0.2783 | 91 | 1.1550 |
12 | 0.01996 | 52 | 0.2983 | 92 | 1.1600 |
13 | 0.02164 | 53 | 0.3183 | 93 | 1.1650 |
14 | 0.02332 | 54 | 0.3383 | 94 | 1.1700 |
15 | 0.02500 | 55 | 0.3583 | 95 | 1.1750 |
16 | 0.03000 | 56 | 0.4116 | 96 | 1.1800 |
17 | 0.03500 | 57 | 0.4650 | 97 | 1.1850 |
18 | 0.04000 | 58 | 0.5183 | 98 | 1.1900 |
19 | 0.04500 | 59 | 0.5717 | 99 | 1.1950 |
20 | 0.05000 | 60 | 0.6250 | 100 | 1.2000 |
21 | 0.05500 | 61 | 0.6783 | 101 | 1.2050 |
22 | 0.06000 | 62 | 0.7317 | 102 | 1.2100 |
23 | 0.06500 | 63 | 0.7850 | 103 | 1.2150 |
24 | 0.07000 | 64 | 0.8384 | 104 | 1.2200 |
25 | 0.07500 | 65 | 0.8917 | 105 | 1.2250 |
26 | 0.08000 | 66 | 0.9117 | 106 | 1.2267 |
27 | 0.08500 | 67 | 0.9317 | 107 | 1.2284 |
28 | 0.09000 | 68 | 0.9517 | 108 | 1.2300 |
29 | 0.09500 | 69 | 0.9717 | 109 | 1.2317 |
30 | 0.10000 | 70 | 0.9917 | 110 | 1.2334 |
31 | 0.10660 | 71 | 1.0034 | 111 | 1.2351 |
32 | 0.11320 | 72 | 1.0150 | 112 | 1.2367 |
33 | 0.11980 | 73 | 1.0267 | 113 | 1.2384 |
34 | 0.12640 | 74 | 1.0383 | 114 | 1.2400 |
35 | 0.13300 | 75 | 1.0500 | 115 | 1.2417 |
36 | 0.13960 | 76 | 1.0568 | 116 | 1.2434 |
37 | 0.14620 | 77 | 1.0636 | 117 | 1.2450 |
38 | 0.15280 | 78 | 1.0704 | 118 | 1.2467 |
39 | 0.15940 | 79 | 1.0772 | 119 | 1.2483 |
40 | 0.16600 | 80 | 1.0840 | 120 | 1.2500 |
R = A + B - (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 | |
Morris | 1.01 | 1.03 | 1.06 |
Sussex | 1.03 | 1.04 | 1.07 |
Table 6: Future Precipitation Change Factors | |||
|---|---|---|---|
County | Future Precipitation Change Factors | ||
2-year Design Storm | 10-year Design Storm | 100-year Design Storm | |
Morris | 1.23 | 1.28 | 1.46 |
Sussex | 1.24 | 1.29 | 1.50 |
Major Arterial | Secondary Arterial | Residential Collector | Residential Access Streets |
|---|---|---|---|
I-80 | Howard Boulevard (C.R. 615) | Emmans Road | All others |
Berkshire Valley Road (C.R. 642) | Mountain Road | ||
Arterial | Lakeside Boulevard (C.R. 602 and 631) | Mooney Road | |
Route 46 | Mount Arlington Boulevard (C.R. 616) | Conklin Road | |
Route 206 | Hillside Ave (C.R. 619) and Hillside Ave N | Righter Road | |
Route 10 | Eyland Avenue | Mary Louise Avenue | |
Route 183 | Dell Avenue | Main Street | |
Landing Road (C.R. 631) | Reger Road | ||
Hercules Road | Shippenport Road | ||
Center Street (C.R. 631) | Condit Street | ||
Kenvil Avenue (C.R. 642) | Pleasant Hill Road | ||
West Dewey Avenue (C.R. 642) | Unneberg Avenue | ||
Commerce Boulevard | Rogers Drive | ||
Carey Road | |||
Golf Course Road | |||
First Street |
Classification | Right-of-Way Width | Pavement Width |
|---|---|---|
Major Arterial | as required by jurisdictional agency | |
Arterial | as required by jurisdictional agency | |
Secondary Arterial | 66' | 40' |
Residential Collector | 60' | 36' |
Residential Access (local) | 50' | 30' |
Cement | Sand | Coarse Aggregate |
|---|---|---|
Class B1 4,000 p.s.i. | 1.75 | 3.5 |
Exhibit 1 Off-Street Parking Requirements For Residential Land Uses | |
|---|---|
Housing Unit Type/Size | Off-Street Parking Requirements |
Single-Family Detached/Attached | |
2 and 3 Bedroom | 2.0 |
4 and 5 Bedroom | 3.0 |
Garden Apartment/Condominium | |
1 Bedroom | 1.8 |
2 Bedroom | 2.0 |
3 Bedroom | 2.5 |
Townhouse | |
1 Bedroom | 2.0 |
2 Bedroom | 2.3 |
3 Bedroom | 2.5 |
Senior Citizen Unit | |
Efficiency | 0.3 |
1 Bedroom | 0.6 |
2 Bedroom | 1.5 |
Notes: 1. When the computation to determine off-street parking results in a fraction of a space, a fraction of .5 or less may be disregarded. 2. Requirements for attached units include provision for guest parking. |
Exhibit 2 Off-Street Parking Requirements For Non-Residential Land Uses | |
|---|---|
Nonresidential Land Use | Required Off-Street Parking Spaces Per Indicated Area |
Automobile sales | 8 spaces and 1 per employee on maximum shift |
Bowling alley | 4 per alley |
Doctor's & Veterinarian offices (less than 10,000 sq. ft.) | 1 per 200 sq. ft. GFA |
Banks | 1 per 300 sq. ft. GFA |
Flexible office/warehouse (40% office maximum) | 1 per 225 sq. ft. GFA office and 1.5 per 1,000 sq. ft. GFA warehouse |
Funeral home | 1 per 150 sq. ft. GFA |
Garden center | 1 per 200 sq. ft. GFA |
Hotel | 1.2 per guest room plus additional spaces required for other uses on the property such as restaurants and meeting rooms |
House of Worship | 1 per 3 seats |
Industrial | 1 per 800 sq. ft. GFA |
Library | 1 per 300 sq. ft. GFA |
Manufacturing | 1 per 800 sq. ft. GFA |
Medical center | 1 per 250 sq. ft. GFA |
Offices | |
Under 49,999 sq. ft. GFA | 1 per 225 sq. ft. GFA |
50,000-99,999 sq. ft. GFA | 1 per 250 sq. ft. GFA |
100,000+ sq. ft. GFA | 1 per 285 sq. ft. GFA |
Restaurant | 1 per 3 seats, or 1 space for each 40 sq. ft. of floor area devoted to patron drinking or dining use, whichever is greater, plus 1 space for each two employees |
Quick-food establishments | 1 per 50 sq. ft. GFA |
Retail store, business services and personal services (5 or less tenants) | 1 per 225 sq. ft. GFA |
Shopping center (6 or more tenants) | |
Under 400,000 sq. ft. GLA | 1 per 250 sq. ft. GLA |
400,000-599,999 sq. ft. GLA | 1 per 225 sq. ft. GLA |
600,000+ sq. ft. GLA | 1 per 200 sq. ft. GLA |
Storage areas (primary use) | 1 per 2,000 sq. ft. GFA storage and 1 per 250 sq. ft GFA related offices |
Theater | 1 per 3 seats |
In shopping center | 1 per 4 seats |
Vehicular service station | 4 per bay & work area and 1 per 225 sq. ft. GFA retail area, or 5 stalls plus 1 per each peak shift employee, whichever is greater |
Warehouse/receiving (primary use) | 1 per 2,000 sq. ft. GFA warehouse/receiving and 1 per 250 sq. ft. GFA related offices |
Notes: |
GFA = Gross floor area |
GLA = Gross leasable area |
1. When the computation to determine off-street parking results in a fraction of a space, a fraction of .5 or higher shall be considered a requirement of one additional space. |
2. Whenever there is more than one use conducted on a property, parking spaces shall be provided in accordance with the combined requirements of each use as shown in Exhibit 2, or as approved by the approving Board, or as otherwise indicated in this Ordinance. |
3. Drive-thru lanes and windows for banks and fast food restaurants shall be provided with room for queuing of ten (10) automobiles for each drive-thru lane and/or window. |
Parking Angle (degrees) | One-Way Aisle Width (feet) | Two-Way Aisle Width (feet) |
|---|---|---|
30 | 12 | NA |
45 | 13 | NA |
60 | 18 | NA |
90 | 22 | 24 |
parallel | 12 | 24 |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Commerce Boulevard | 50 sq. ft. | 10 feet | 12 feet |
Main St. Succasunna | 32 sq. ft. | 10 feet | 8 feet |
Route 10 | 55 sq. ft. | 10 feet | 12 feet |
Mount Arlington Boulevard | 32 sq. ft. | 10 feet | 8 feet |
Shippenport Road | 50 sq. ft. | 10 feet | 8 feet |
All others | 16 sq. ft. | 10 feet | 7 feet |
*Note - setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Landing Road | 50 sq. ft. | 15 feet | 18 feet |
Lakeside Boulevard | 50 sq. ft. | 15 feet | 18 feet |
Mount Arlington Boulevard (west of Laurie Road) | 50 sq. ft. | 15 feet | 18 feet |
Mount Arlington Boulevard (east of Laurie Road) | 32 sq. ft. | 10 feet | 16 feet |
Shippenport Road | 50 sq. ft. | 15 feet | 18 feet |
Commerce Boulevard | 32 sq. ft. | 10 feet | 16 feet |
Route 46 | 55 sq. ft. | 15 feet | 18 feet |
All others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Eden Lane | 50 sq. ft. | 15 feet | 10 feet |
Gold Mine Road | 50 sq. ft. | 15 feet | 10 feet |
Main St. Succasunna | 32 sq. ft. | 10 feet | 8 feet |
Landing Road | 55 sq. ft. | 15 feet | 12 feet |
Route 183 | 60 sq. ft. | 15 feet | 12 feet |
Shippenport Road | 55 sq. ft. | 15 feet | 12 feet |
Route 206 | 60 sq. ft. | 15 feet | 12 feet |
All others | 16 sq. ft. | 10 feet | 7 feet |
*Note - setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Arlington Avenue | 16 sq. ft. | 10 feet | 7 feet |
Commerce Boulevard | 55 sq. ft. | 15 feet | 18 feet |
Kings Parkway | 16 sq. ft. | 10 feet | 7 feet |
Lakeside Boulevard | 55 sq. ft. | 15 feet | 20 feet |
Manor Parkway | 16 sq. ft. | 10 feet | 7 feet |
Mooney Road | 55 sq. ft. | 15 feet | 18 feet |
Route 10 | 75 sq. ft. | 20 feet | 20 feet |
Route 46 (west of Dell Ave) | 75 sq. ft. | 20 feet | 20 feet |
Route 46 (east of Dell Ave) | 55 sq. ft. | 15 feet | 18 feet |
Roxbury Avenue | 16 sq. ft. | 10 feet | 7 feet |
Shippenport Road | 55 sq. ft. | 15 feet | 18 feet |
All others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Commerce Boulevard | 55 sq. ft. | 15 feet | 18 feet |
Howard Boulevard | 75 sq. ft. | 20 feet | 22 feet |
Lakeside Boulevard | 120 sq. ft. | 25 feet | 25 feet |
Route 10 | 120 sq. ft. | 25 feet | 25 feet |
Route 46 | 75 sq. ft. | 20 feet | 22 feet |
All others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Commerce Boulevard | 55 sq. ft. | 15 feet | 18 feet |
Howard Boulevard | 50 sq. ft. | 15 feet | 18 feet |
Route 46 | 75 sq. ft. | 20 feet | 20 feet |
All Others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
North Frontage Road | 50 sq. ft. | 15 feet | 18 feet |
All Others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Howard Boulevard | 75 sq. ft. | 20 feet | 20 feet |
Route 46 | 75 sq. ft. | 20 feet | 20 feet |
Ledgewood | |||
Mount Arlington Road | 32 sq. ft. | 10 feet | 12 feet |
Dell Avenue | 55 sq. ft. | 15 feet | 18 feet |
All others | 32 sq. ft. | 10 feet | 12 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Center Street | 32 sq. ft. | 10 feet | 16 feet |
Canal Street-Port Morris | 24 sq. ft. | 10 feet | 7 feet |
Kings Highway | 32 sq. ft. | 10 feet | 16 feet |
All others | 32 sq. ft. | 10 feet | 12 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Berkshire Valley Road | 50 sq. ft. | 15 feet | 18 feet |
Dell Avenue | 55 sq. ft. | 15 feet | 18 feet |
Halsey Street | 24 sq. ft. | 10 feet | 7 feet |
Pine Street | 24 sq. ft. | 10 feet | 7 feet |
All Others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Eden Lane | 50 sq. ft. | 15 feet | 10 feet |
Route 206 | 60 sq. ft. | 15 feet | 12 feet |
Howard Boulevard | 60 sq. ft. | 15 feet | 12 feet |
All others | 50 sq. ft. | 15 feet | 10 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Berkshire Valley Rd | 50 sq. ft. | 15 feet | 18 feet |
Landing Rd | 50 sq. ft. | 15 feet | 18 feet |
North Frontage Rd | 50 sq. ft. | 15 feet | 18 feet |
Orben Drive | 50 sq. ft. | 15 feet | 18 feet |
Route 46 | 75 sq. ft. | 20 feet | 20 feet |
All others | 32 sq. ft. | 10 feet | 12 feet |
*Note - Setback from street right-of-way. |
Design Guidelines
Major development includes all developments that are part of a common plan of development or sale (for example, phased residential development) that collectively or individually meet any one or more of paragraphs A, B, C, or D above. Projects undertaken by any government agency that otherwise meet the definition of "major development" but which do not require approval under the Municipal Land Use Law, N.J.S.A. 40:55D-1 et seq., are also considered "major development." |
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 to 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 to 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 to 60 | Yes | No | 1 |
Manufactured treatment device(h) | 50 or 80 | No | No | Dependent upon the device |
Sand filter(c) | 80 | Yes | No | 1 |
Subsurface gravel wetland | 90 | No | No | 1 |
Wet pond | 50 to 90 | Yes | No | N/A |
Notes to Tables 1, 2, and 3: | |
|---|---|
(a) | Subject to the applicable contributory drainage area limitation specified at subsection 13-8.403O2; |
(b) | Designed to infiltrate into the subsoil; |
(c) | Designed with underdrains; |
(d) | Designed to maintain at least a ten-foot-wide area of native vegetation along at least 50% of the shoreline and to include a stormwater runoff retention component designed to capture stormwater runoff for beneficial reuse, such as irrigation; |
(e) | Designed with a slope of less than 2%; |
(f) | Designed with a slope of equal to or greater than 2%; |
(g) | Manufactured treatment devices that meet the definition of green infrastructure at subsection 13-8.401; |
(h) | Manufactured treatment devices that do not meet the definition of green infrastructure at subsection 13-8.401. |
Best Management Practice | Maximum Contributory Drainage Area |
|---|---|
Dry well | 1 acre |
Manufactured treatment device | 2.5 acres |
Pervious pavement systems | Area of additional inflow cannot exceed three times the area occupied by the BMP |
Small-scale bioretention systems | 2.5 acres |
Small-scale infiltration basin | 2.5 acres |
Small-scale sand filter | 2.5 acres |
Table 4 - Water Quality Design Storm Distribution | |||||
|---|---|---|---|---|---|
Time (Minutes) | Cumulative Rainfall (Inches) | Time (Minutes) | Cumulative Rainfall (Inches) | Time (Minutes) | Cumulative Rainfall (Inches) |
1 | 0.00166 | 41 | 0.1728 | 81 | 1.0906 |
2 | 0.00332 | 42 | 0.1796 | 82 | 1.0972 |
3 | 0.00498 | 43 | 0.1864 | 83 | 1.1038 |
4 | 0.00664 | 44 | 0.1932 | 84 | 1.1104 |
5 | 0.00830 | 45 | 0.2000 | 85 | 1.1170 |
6 | 0.00996 | 46 | 0.2117 | 86 | 1.1236 |
7 | 0.01162 | 47 | 0.2233 | 87 | 1.1302 |
8 | 0.01328 | 48 | 0.2350 | 88 | 1.1368 |
9 | 0.01494 | 49 | 0.2466 | 89 | 1.1434 |
10 | 0.01660 | 50 | 0.2583 | 90 | 1.1500 |
11 | 0.01828 | 51 | 0.2783 | 91 | 1.1550 |
12 | 0.01996 | 52 | 0.2983 | 92 | 1.1600 |
13 | 0.02164 | 53 | 0.3183 | 93 | 1.1650 |
14 | 0.02332 | 54 | 0.3383 | 94 | 1.1700 |
15 | 0.02500 | 55 | 0.3583 | 95 | 1.1750 |
16 | 0.03000 | 56 | 0.4116 | 96 | 1.1800 |
17 | 0.03500 | 57 | 0.4650 | 97 | 1.1850 |
18 | 0.04000 | 58 | 0.5183 | 98 | 1.1900 |
19 | 0.04500 | 59 | 0.5717 | 99 | 1.1950 |
20 | 0.05000 | 60 | 0.6250 | 100 | 1.2000 |
21 | 0.05500 | 61 | 0.6783 | 101 | 1.2050 |
22 | 0.06000 | 62 | 0.7317 | 102 | 1.2100 |
23 | 0.06500 | 63 | 0.7850 | 103 | 1.2150 |
24 | 0.07000 | 64 | 0.8384 | 104 | 1.2200 |
25 | 0.07500 | 65 | 0.8917 | 105 | 1.2250 |
26 | 0.08000 | 66 | 0.9117 | 106 | 1.2267 |
27 | 0.08500 | 67 | 0.9317 | 107 | 1.2284 |
28 | 0.09000 | 68 | 0.9517 | 108 | 1.2300 |
29 | 0.09500 | 69 | 0.9717 | 109 | 1.2317 |
30 | 0.10000 | 70 | 0.9917 | 110 | 1.2334 |
31 | 0.10660 | 71 | 1.0034 | 111 | 1.2351 |
32 | 0.11320 | 72 | 1.0150 | 112 | 1.2367 |
33 | 0.11980 | 73 | 1.0267 | 113 | 1.2384 |
34 | 0.12640 | 74 | 1.0383 | 114 | 1.2400 |
35 | 0.13300 | 75 | 1.0500 | 115 | 1.2417 |
36 | 0.13960 | 76 | 1.0568 | 116 | 1.2434 |
37 | 0.14620 | 77 | 1.0636 | 117 | 1.2450 |
38 | 0.15280 | 78 | 1.0704 | 118 | 1.2467 |
39 | 0.15940 | 79 | 1.0772 | 119 | 1.2483 |
40 | 0.16600 | 80 | 1.0840 | 120 | 1.2500 |
R = A + B - (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 | |
Morris | 1.01 | 1.03 | 1.06 |
Sussex | 1.03 | 1.04 | 1.07 |
Table 6: Future Precipitation Change Factors | |||
|---|---|---|---|
County | Future Precipitation Change Factors | ||
2-year Design Storm | 10-year Design Storm | 100-year Design Storm | |
Morris | 1.23 | 1.28 | 1.46 |
Sussex | 1.24 | 1.29 | 1.50 |
Major Arterial | Secondary Arterial | Residential Collector | Residential Access Streets |
|---|---|---|---|
I-80 | Howard Boulevard (C.R. 615) | Emmans Road | All others |
Berkshire Valley Road (C.R. 642) | Mountain Road | ||
Arterial | Lakeside Boulevard (C.R. 602 and 631) | Mooney Road | |
Route 46 | Mount Arlington Boulevard (C.R. 616) | Conklin Road | |
Route 206 | Hillside Ave (C.R. 619) and Hillside Ave N | Righter Road | |
Route 10 | Eyland Avenue | Mary Louise Avenue | |
Route 183 | Dell Avenue | Main Street | |
Landing Road (C.R. 631) | Reger Road | ||
Hercules Road | Shippenport Road | ||
Center Street (C.R. 631) | Condit Street | ||
Kenvil Avenue (C.R. 642) | Pleasant Hill Road | ||
West Dewey Avenue (C.R. 642) | Unneberg Avenue | ||
Commerce Boulevard | Rogers Drive | ||
Carey Road | |||
Golf Course Road | |||
First Street |
Classification | Right-of-Way Width | Pavement Width |
|---|---|---|
Major Arterial | as required by jurisdictional agency | |
Arterial | as required by jurisdictional agency | |
Secondary Arterial | 66' | 40' |
Residential Collector | 60' | 36' |
Residential Access (local) | 50' | 30' |
Cement | Sand | Coarse Aggregate |
|---|---|---|
Class B1 4,000 p.s.i. | 1.75 | 3.5 |
Exhibit 1 Off-Street Parking Requirements For Residential Land Uses | |
|---|---|
Housing Unit Type/Size | Off-Street Parking Requirements |
Single-Family Detached/Attached | |
2 and 3 Bedroom | 2.0 |
4 and 5 Bedroom | 3.0 |
Garden Apartment/Condominium | |
1 Bedroom | 1.8 |
2 Bedroom | 2.0 |
3 Bedroom | 2.5 |
Townhouse | |
1 Bedroom | 2.0 |
2 Bedroom | 2.3 |
3 Bedroom | 2.5 |
Senior Citizen Unit | |
Efficiency | 0.3 |
1 Bedroom | 0.6 |
2 Bedroom | 1.5 |
Notes: 1. When the computation to determine off-street parking results in a fraction of a space, a fraction of .5 or less may be disregarded. 2. Requirements for attached units include provision for guest parking. |
Exhibit 2 Off-Street Parking Requirements For Non-Residential Land Uses | |
|---|---|
Nonresidential Land Use | Required Off-Street Parking Spaces Per Indicated Area |
Automobile sales | 8 spaces and 1 per employee on maximum shift |
Bowling alley | 4 per alley |
Doctor's & Veterinarian offices (less than 10,000 sq. ft.) | 1 per 200 sq. ft. GFA |
Banks | 1 per 300 sq. ft. GFA |
Flexible office/warehouse (40% office maximum) | 1 per 225 sq. ft. GFA office and 1.5 per 1,000 sq. ft. GFA warehouse |
Funeral home | 1 per 150 sq. ft. GFA |
Garden center | 1 per 200 sq. ft. GFA |
Hotel | 1.2 per guest room plus additional spaces required for other uses on the property such as restaurants and meeting rooms |
House of Worship | 1 per 3 seats |
Industrial | 1 per 800 sq. ft. GFA |
Library | 1 per 300 sq. ft. GFA |
Manufacturing | 1 per 800 sq. ft. GFA |
Medical center | 1 per 250 sq. ft. GFA |
Offices | |
Under 49,999 sq. ft. GFA | 1 per 225 sq. ft. GFA |
50,000-99,999 sq. ft. GFA | 1 per 250 sq. ft. GFA |
100,000+ sq. ft. GFA | 1 per 285 sq. ft. GFA |
Restaurant | 1 per 3 seats, or 1 space for each 40 sq. ft. of floor area devoted to patron drinking or dining use, whichever is greater, plus 1 space for each two employees |
Quick-food establishments | 1 per 50 sq. ft. GFA |
Retail store, business services and personal services (5 or less tenants) | 1 per 225 sq. ft. GFA |
Shopping center (6 or more tenants) | |
Under 400,000 sq. ft. GLA | 1 per 250 sq. ft. GLA |
400,000-599,999 sq. ft. GLA | 1 per 225 sq. ft. GLA |
600,000+ sq. ft. GLA | 1 per 200 sq. ft. GLA |
Storage areas (primary use) | 1 per 2,000 sq. ft. GFA storage and 1 per 250 sq. ft GFA related offices |
Theater | 1 per 3 seats |
In shopping center | 1 per 4 seats |
Vehicular service station | 4 per bay & work area and 1 per 225 sq. ft. GFA retail area, or 5 stalls plus 1 per each peak shift employee, whichever is greater |
Warehouse/receiving (primary use) | 1 per 2,000 sq. ft. GFA warehouse/receiving and 1 per 250 sq. ft. GFA related offices |
Notes: |
GFA = Gross floor area |
GLA = Gross leasable area |
1. When the computation to determine off-street parking results in a fraction of a space, a fraction of .5 or higher shall be considered a requirement of one additional space. |
2. Whenever there is more than one use conducted on a property, parking spaces shall be provided in accordance with the combined requirements of each use as shown in Exhibit 2, or as approved by the approving Board, or as otherwise indicated in this Ordinance. |
3. Drive-thru lanes and windows for banks and fast food restaurants shall be provided with room for queuing of ten (10) automobiles for each drive-thru lane and/or window. |
Parking Angle (degrees) | One-Way Aisle Width (feet) | Two-Way Aisle Width (feet) |
|---|---|---|
30 | 12 | NA |
45 | 13 | NA |
60 | 18 | NA |
90 | 22 | 24 |
parallel | 12 | 24 |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Commerce Boulevard | 50 sq. ft. | 10 feet | 12 feet |
Main St. Succasunna | 32 sq. ft. | 10 feet | 8 feet |
Route 10 | 55 sq. ft. | 10 feet | 12 feet |
Mount Arlington Boulevard | 32 sq. ft. | 10 feet | 8 feet |
Shippenport Road | 50 sq. ft. | 10 feet | 8 feet |
All others | 16 sq. ft. | 10 feet | 7 feet |
*Note - setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Landing Road | 50 sq. ft. | 15 feet | 18 feet |
Lakeside Boulevard | 50 sq. ft. | 15 feet | 18 feet |
Mount Arlington Boulevard (west of Laurie Road) | 50 sq. ft. | 15 feet | 18 feet |
Mount Arlington Boulevard (east of Laurie Road) | 32 sq. ft. | 10 feet | 16 feet |
Shippenport Road | 50 sq. ft. | 15 feet | 18 feet |
Commerce Boulevard | 32 sq. ft. | 10 feet | 16 feet |
Route 46 | 55 sq. ft. | 15 feet | 18 feet |
All others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Eden Lane | 50 sq. ft. | 15 feet | 10 feet |
Gold Mine Road | 50 sq. ft. | 15 feet | 10 feet |
Main St. Succasunna | 32 sq. ft. | 10 feet | 8 feet |
Landing Road | 55 sq. ft. | 15 feet | 12 feet |
Route 183 | 60 sq. ft. | 15 feet | 12 feet |
Shippenport Road | 55 sq. ft. | 15 feet | 12 feet |
Route 206 | 60 sq. ft. | 15 feet | 12 feet |
All others | 16 sq. ft. | 10 feet | 7 feet |
*Note - setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Arlington Avenue | 16 sq. ft. | 10 feet | 7 feet |
Commerce Boulevard | 55 sq. ft. | 15 feet | 18 feet |
Kings Parkway | 16 sq. ft. | 10 feet | 7 feet |
Lakeside Boulevard | 55 sq. ft. | 15 feet | 20 feet |
Manor Parkway | 16 sq. ft. | 10 feet | 7 feet |
Mooney Road | 55 sq. ft. | 15 feet | 18 feet |
Route 10 | 75 sq. ft. | 20 feet | 20 feet |
Route 46 (west of Dell Ave) | 75 sq. ft. | 20 feet | 20 feet |
Route 46 (east of Dell Ave) | 55 sq. ft. | 15 feet | 18 feet |
Roxbury Avenue | 16 sq. ft. | 10 feet | 7 feet |
Shippenport Road | 55 sq. ft. | 15 feet | 18 feet |
All others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Commerce Boulevard | 55 sq. ft. | 15 feet | 18 feet |
Howard Boulevard | 75 sq. ft. | 20 feet | 22 feet |
Lakeside Boulevard | 120 sq. ft. | 25 feet | 25 feet |
Route 10 | 120 sq. ft. | 25 feet | 25 feet |
Route 46 | 75 sq. ft. | 20 feet | 22 feet |
All others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Commerce Boulevard | 55 sq. ft. | 15 feet | 18 feet |
Howard Boulevard | 50 sq. ft. | 15 feet | 18 feet |
Route 46 | 75 sq. ft. | 20 feet | 20 feet |
All Others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
North Frontage Road | 50 sq. ft. | 15 feet | 18 feet |
All Others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Howard Boulevard | 75 sq. ft. | 20 feet | 20 feet |
Route 46 | 75 sq. ft. | 20 feet | 20 feet |
Ledgewood | |||
Mount Arlington Road | 32 sq. ft. | 10 feet | 12 feet |
Dell Avenue | 55 sq. ft. | 15 feet | 18 feet |
All others | 32 sq. ft. | 10 feet | 12 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Center Street | 32 sq. ft. | 10 feet | 16 feet |
Canal Street-Port Morris | 24 sq. ft. | 10 feet | 7 feet |
Kings Highway | 32 sq. ft. | 10 feet | 16 feet |
All others | 32 sq. ft. | 10 feet | 12 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Berkshire Valley Road | 50 sq. ft. | 15 feet | 18 feet |
Dell Avenue | 55 sq. ft. | 15 feet | 18 feet |
Halsey Street | 24 sq. ft. | 10 feet | 7 feet |
Pine Street | 24 sq. ft. | 10 feet | 7 feet |
All Others | 32 sq. ft. | 10 feet | 16 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Eden Lane | 50 sq. ft. | 15 feet | 10 feet |
Route 206 | 60 sq. ft. | 15 feet | 12 feet |
Howard Boulevard | 60 sq. ft. | 15 feet | 12 feet |
All others | 50 sq. ft. | 15 feet | 10 feet |
*Note - Setback from street right-of-way. |
Street Name | Maximum Freestanding Sign Size | Minimum Freestanding Sign Setback* | Maximum Freestanding Sign Height |
|---|---|---|---|
Berkshire Valley Rd | 50 sq. ft. | 15 feet | 18 feet |
Landing Rd | 50 sq. ft. | 15 feet | 18 feet |
North Frontage Rd | 50 sq. ft. | 15 feet | 18 feet |
Orben Drive | 50 sq. ft. | 15 feet | 18 feet |
Route 46 | 75 sq. ft. | 20 feet | 20 feet |
All others | 32 sq. ft. | 10 feet | 12 feet |
*Note - Setback from street right-of-way. |