Maximum Percentage of Market Rate Units Complete | Minimum Percentage of Low- and Moderate-Income Completed Unit |
---|---|
25% | 0% |
25% + 1 | 10% |
50% | 50% |
75% | 75% |
90% | 100% |
Parcel Size
(acres)
|
RD-RR Zone
|
RD-A and RD-RS Zones
|
FD-10 Zone
|
FD-40 Zone
|
|
---|---|---|---|---|---|
Less than 50
|
0
|
0
|
0
|
0
|
|
50 to 99.99
|
10%
|
15%
|
20%
|
25%
|
|
100 to 149.99
|
15%
|
20%
|
25%
|
30%
|
|
Greater than or equal to 150
|
20%
|
25%
|
30%
|
40%
|
"I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attached documents, and that based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the submitted information is true, accurate and complete. I am aware that there are significant civil penalties for knowingly submitting false, inaccurate or incomplete information and that I am committing a crime of the fourth degree if I make a written false statement which I do not believe to be true. I am also aware that if I knowingly direct or authorize the violation of any statute, I am personally liable for the penalties." | |
The statement shall be signed by the principal of the company that performed the preliminary assessment and by the applicant. |
Hazard | Vegetation Type | |
---|---|---|
Low | Atlantic white cedar Hardwood swamps | |
Moderate | Non-Pine Barrens forest and prescribed burned areas | |
High | Pine Barrens forest, including mature forms of pine, pine-oak and oak-pine | |
Extreme | Immature or dwarf forms of pine-oak or oak-pine, all classes of pine scrub-oak and pine lowlands |
Level of Activity | Maximum Average Footcandles on Pavement | |
---|---|---|
Pedestrian walkways | 10.0 | |
Bikeways | 2.4 | |
(Self) Parking Lots | ||
Residential (church, parks, etc.) | 0.8 | |
Office/strip mall | 2.4 | |
Shopping center/mall | 4.0 | |
Covered (attendant) parking lot | 5.0 | |
Car dealerships | 5.0 | |
Service stations | ||
Approach | 1.5 | |
Driveways | 1.5 | |
Pump island area | 20.0 | |
Service area | 3.0 | |
Golf driving range | ||
Tee area | 10.0 | |
At 180 meters (220 yards) | 5.0 |
Road and Area Classification | Footcandle (average minium) | Uniformity Ratio (average minimum) | |
---|---|---|---|
Major | |||
Commercial | 1.2 | 3:1 | |
Intermediate | 0.9 | 3:1 | |
Residential | 0.6 | 3.5:1 | |
Collector | |||
Commercial | 0.8 | 3:1 | |
Intermediate | 0.6 | 3.5:1 | |
Residential | 0.4 | 4:1 | |
Local | |||
Commercial | 0.6 | 6:1 | |
Intermediate | 0.5 | 6:1 | |
Residential | 0.3 | 6:1 |
Angle of Parking Space | One-Way Aisle (feet) | Two-Way Aisle (feet) | |
---|---|---|---|
90º | 20 | 24 | |
60º | 20 | 24 | |
Parallel | 16 | 20 |
Minimum Distribution Percentages of Open Space (expressed as percent of gross tract area)
|
||
---|---|---|
Recreation Feature
|
When at least 50% open space required
|
When less than 50% open space required
|
In usable recreation facilities as set forth in this section
|
15%
|
10%
|
In natural features, significant wooded areas, vegetation and in other usable open space which shall be defined as lands other than in channels, floodways or water bodies whether used for recreation, retention or detention purposes
|
15%
|
N/A
|
In lands excluded in the above entry
|
10%
|
N/A
|
Dwelling Units
|
Lots1
|
Tot Courts1
|
Tennis Courts2
|
Basketball Grounds2
|
Play Fields3
|
Multi-purpose
|
Play Grounds
|
Neighbor- hood Park
|
---|---|---|---|---|---|---|---|---|
1 to 9
|
—
|
—
|
—
|
—
|
—
|
—
|
—
|
—
|
10 to 50
|
—
|
1
|
—
|
—
|
—
|
—
|
—
|
—
|
51 to 150
|
—
|
1
|
1
|
1
|
—
|
—
|
—
|
—
|
151 to 200
|
—
|
2
|
2
|
1
|
—
|
—
|
—
|
—
|
201 to 250
|
—
|
2
|
2
|
1
|
1
|
1
|
—
|
—
|
251 to 350
|
—
|
2
|
3
|
1
|
1
|
1
|
—
|
—
|
351 to 450
|
—
|
2
|
4
|
1
|
1
|
1
|
1
|
—
|
850 plus
|
—
|
4
|
8
|
4
|
2
|
2
|
2
|
1
|
NOTES:
|
|
1
|
Plus one for every 100 additional units.
|
2
|
Plus one for every 300 additional units.
|
3
|
Plus one for every 400 additional units.
|
NOISE LEVEL RESTRICTIONS | |||
---|---|---|---|
Performance Category | Maximum Level Permitted (dBAs) | Where Measured | |
Residential districts | 55 | On or beyond the neighboring use or lot line | |
Agricultural districts | 60 | On or beyond the neighboring use | |
All other districts | 65 | On or beyond the district boundaries |
(Note: This clause is intended to provide consistency with DEP's stormwater management requirements. As per normal practice, all development within the Pinelands Area which is undertaken by a Pinelands Area municipality shall comply with all of the requirements of the CMP.) |
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 Subsection (1), (2), (3), or (4) 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 | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Cistern | 0% | Yes | No | — |
Dry well(a) | 0% | No | Yes | 2 |
Grass swale | 50% or less | No | No | 2(e) 1(f) |
Green roof | 0% | Yes | No | — |
Manufactured treatment device(a), (g) | 50% or 80% | No | No | Dependent upon the device |
Pervious paving system(a) | 80% | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-scale bioretention basin(a) | 80% or 90% | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-scale infiltration basin(a) | 80% | Yes | Yes | 2 |
Small-scale sand filter | 80% | Yes | Yes | 2 |
Vegetative filter strip | 60% to 80% | No | No | — |
Table 2 Green Infrastructure BMPs for Stormwater Runoff Quantity (or for Groundwater Recharge and/or Stormwater Runoff Quality with a Waiver or Variance from N.J.A.C. 7:8-5.3) | ||||
---|---|---|---|---|
Best Management Practice | Stormwater Runoff Quality TSS Removal Rate | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Bioretention system | 80% or 90% | Yes | Yes(b) No(c) | 2(b) 1(c) |
Infiltration basin | 80% | Yes | Yes | 2 |
Sand filter(b) | 80% | Yes | Yes | 2 |
Standard constructed wetland | 90% | Yes | No | N/A |
Wet pond(d) | 50% to 90% | Yes | No | N/A |
Table 3 BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity only with a Waiver or Variance from N.J.A.C. 7:8-5.3 | ||||
---|---|---|---|---|
Best Management Practice | Stormwater Runoff Quality TSS Removal Rate | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Blue roof | 0% | Yes | No | N/A |
Extended detention basin | 40% to 60% | Yes | No | 1 |
Manufactured treatment device(h) | 50% or 80% | No | No | Dependent upon the device |
Sand filter(c) | 80% | Yes | No | 1 |
Subsurface gravel wetland | 90% | No | No | 1 |
Wet pond | 50% to 90% | Yes | No | N/A |
Notes to Tables 1, 2, and 3: | |
(a) | Subject to the applicable contributory drainage area limitation specified at Subsection D. |
(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 D. |
(h) | Manufactured treatment devices that do not meet the definition of green infrastructure at Subsection D. |
Table 4 Pollutant Removal Rates for BMP's Source: 7:8-5.5(c) and New Jersey BMP Manual Chapter 4 | |||
---|---|---|---|
Best Management Practice | TSS Percent Removal Rate | Total Phosphorus Percent Removal Rate | Total Nitrogen Percent Removal Rate |
Bioretention systems | 90% | 60% | 30% |
Constructed stormwater wetland | 90% | 50% | 30% |
Extended detention basin | 40% to 60% (final rate based upon detention time; see New Jersey BMP Manual, Ch. 9) | 20% | 20% |
Infiltration basin | 80% | 60% | 50% |
Manufactured treatment device | Pollutant removal rates as certified by NJDEP; see Subsection D | Pollutant removal rates as certified by NJDEP; see Subsection D | Pollutant removal rates as certified by NJDEP; see Subsection D |
Pervious paving systems | 80% (porous paving) 80% (permeable pavers with storage bed) | 60% | 50% |
0 - volume reduction only (permeable pavers without storage bed) | 0 - volume reduction only (permeable pavers without storage bed) | 0 - volume reduction only (permeable pavers without storage bed) | |
Sand filter | 80% | 50% | 35% |
Vegetative filter strip (For filter strips with multiple vegetated covers, the final TSS removal rate should be based upon a weighted average of the adopted rates shown in Table 2, based upon the relative flow lengths through each cover type.) | 60% (turf grass) 70% (native grasses, meadow and planted woods) 80% (indigenous woods) | 30% | 30% |
Wet pond/retention basin | 50% to 90% (final rate based upon pool volume and detention time; see NJ BMP Manual) | 50% | 30% |
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 5 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. |
Note that these exemptions do not authorize any infringement of requirements in the Residential Site Improvement Standards for bicycle-safe grates in new residential development [N.J.A.C. 5:21-4.18(b)2 and 7.4(b)1]. |
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) 2(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(a) | 80% | Yes | Yes | 2 |
Vegetative filter strip | 60% to 80% | No | No | — |
Table 2 Green Infrastructure BMPs for Stormwater Runoff Quantity (or for Groundwater Recharge and/or Stormwater Runoff Quality with a 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 | 2(i) |
Wet pond(d) | 50% to 90% | Yes | No | 2(i) |
Table 3 BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or Stormwater Runoff Quantity only with a Variance from N.J.A.C. 7:8-5.3 | ||||
---|---|---|---|---|
Best Management Practice | Stormwater Runoff Quality TSS Removal Rate | 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 | 2 |
Manufactured treatment device(h) | 50% or 80% | No | No | Dependent upon the device |
Sand filter(c) | 80% | Yes | No | 2 |
Subsurface gravel wetland | 90% | No | No | 2 |
Wet pond | 50% to 90% | Yes | No | 2(i) |
Footnotes to Tables 1, 2, and 3: | |
(a) | Subject to the applicable contributory drainage area limitation specified at § 175-140.1C(14)(b). |
(b) | Designed to infiltrate into the subsoil. |
(c) | Designed with underdrains, where stormwater percolates into the underdrain through the soils and is not directed to the underdrain by an outlet control structure. |
(d) | Designed to maintain at least a ten-foot-wide area of native vegetation along at least 50% of the shoreline and to include a stormwater runoff retention component designed to capture stormwater runoff for beneficial reuse, such as irrigation. |
(e) | Designed with a slope of less than 2%. |
(f) | Designed with a slope of equal to or greater than 2%. |
(g) | Manufactured treatment devices that meet the definition of green infrastructure at § 175-140.1B. |
(h) | Manufactured treatment devices that do not meet the definition of green infrastructure at § 175-140.1B. |
(i) | The top elevation of the impermeable layer or liner must maintain this two-foot minimum separation to the seasonal high water table. |
Best Management Practice | Maximum Contributory Drainage Area |
---|---|
Dry well | 1 acre |
Manufactured treatment device | 2.5 acres |
Pervious pavement system | Area of additional inflow cannot exceed 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 | 0.0083 | 45 | 0.2 | 85 | 1.117 |
6 | 0.00996 | 46 | 0.2117 | 86 | 1.1236 |
7 | 0.01162 | 47 | 0.2233 | 87 | 1.1302 |
8 | 0.01328 | 48 | 0.235 | 88 | 1.1368 |
9 | 0.01494 | 49 | 0.2466 | 89 | 1.1434 |
10 | 0.0166 | 50 | 0.2583 | 90 | 1.15 |
11 | 0.01828 | 51 | 0.2783 | 91 | 1.155 |
12 | 0.01996 | 52 | 0.2983 | 92 | 1.16 |
13 | 0.02164 | 53 | 0.3183 | 93 | 1.165 |
14 | 0.02332 | 54 | 0.3383 | 94 | 1.17 |
15 | 0.025 | 55 | 0.3583 | 95 | 1.175 |
16 | 0.03 | 56 | 0.4116 | 96 | 1.18 |
17 | 0.035 | 57 | 0.465 | 97 | 1.185 |
18 | 0.04 | 58 | 0.5183 | 98 | 1.19 |
19 | 0.045 | 59 | 0.5717 | 99 | 1.195 |
20 | 0.05 | 60 | 0.625 | 100 | 1.2 |
21 | 0.055 | 61 | 0.6783 | 101 | 1.205 |
22 | 0.06 | 62 | 0.7317 | 102 | 1.21 |
23 | 0.065 | 63 | 0.785 | 103 | 1.215 |
24 | 0.07 | 64 | 0.8384 | 104 | 1.22 |
25 | 0.075 | 65 | 0.8917 | 105 | 1.225 |
26 | 0.08 | 66 | 0.9117 | 106 | 1.2267 |
27 | 0.085 | 67 | 0.9317 | 107 | 1.2284 |
28 | 0.09 | 68 | 0.9517 | 108 | 1.23 |
29 | 0.095 | 69 | 0.9717 | 109 | 1.2317 |
30 | 0.1 | 70 | 0.9917 | 110 | 1.2334 |
31 | 0.1066 | 71 | 1.0034 | 111 | 1.2351 |
32 | 0.1132 | 72 | 1.015 | 112 | 1.2367 |
33 | 0.1198 | 73 | 1.0267 | 113 | 1.2384 |
34 | 0.1264 | 74 | 1.0383 | 114 | 1.24 |
35 | 0.133 | 75 | 1.05 | 115 | 1.2417 |
36 | 0.1396 | 76 | 1.0568 | 116 | 1.2434 |
37 | 0.1462 | 77 | 1.0636 | 117 | 1.245 |
38 | 0.1528 | 78 | 1.0704 | 118 | 1.2467 |
39 | 0.1594 | 79 | 1.0772 | 119 | 1.2483 |
40 | 0.166 | 80 | 1.084 | 120 | 1.25 |
R = A + B - (A x B)/100 |
Where: | ||
R | = | Total TSS percent load removal from application of both BMPs. |
A | = | The TSS percent removal rate applicable to the first BMP. |
B | = | The TSS percent removal rate applicable to the second BMP. |
Minimum Design Standards for Streets (Part 1) | ||||||
---|---|---|---|---|---|---|
Type of Street | Right-of-Way Width (feet) | Traffic Lanes Number | Traffic Lanes Width (feet) | Shoulder Within Gutters (feet) | Cartway Width (feet) | |
Local street | 50 | 2 | 17 | -- | 34 | |
Local subcollector | 60 | 2 | 18 | -- | 36 | |
Local collector | 60 | 2 | 11 | 9 | 40 | |
Minor collector | 70 | 2 | 11 | 9 | 40 | |
Major collector | 70 | 2 | 12 | 8 | 40 | |
Minor arterial | 90 | 4 | 12 | 8 | 64 | |
Major arterial | 90 | 4 | 12 | 10 | 68 |
Minimum Design Standards for Streets (Part 2) | |||||
---|---|---|---|---|---|
Type of Street | Sidewalk Width (feet) | Separation Between Curb and Sidewalk (feet) | Center- line Radius Curves (feet) | Tangent Between Adjacent Curves (feet) | |
Local street | 4 | 4 | 180 | 50 | |
Local subcollector | 4 | 4 | 180 | 50 | |
Local collector | 4,61 | 4,61 | 280 | 100 | |
Minor collector | 4,61 | 4,61 | 280 | 100 | |
Major collector | 4,61 | 4,61 | 280 | 100 | |
Minor arterial | 4,61 | 6,10,1 | 1752 | 100 | |
Major arterial | 4,61 | 6,101 | 1752 | 100 | |
NOTES: | |||||
1Varies with density of development | |||||
2 With superelevation. |