Environmental Protection
Table One | |
|---|---|
Multiplication Factors for Land Areas With Environmental Constraints and Historic Preservation Potential | |
Type of Land Area | Multiplication Factor |
Existing land within public rights-of-way | 0 |
Land within 100-year flood zone | 0 |
Wetlands | 0 |
Wetland transition areas (if legislation is applicable) | 0.5 |
Flood hazard area of site with open water, or stream or pond or lake | 0 |
Land area with high seasonal water table of 0 to 1 foot | 0.8 |
Land area with slopes over 24% | 0.1 |
Land with slopes of 20% to 24% | 0.5 |
Land with no environmental constraints (but not including land containing historic structure, if applicable) | 1.0 |
Depth to bedrock | 0.5 |
Historic preservation | 3.0 |
Table Two | ||
|---|---|---|
Maximum Allowable Disturbance (to be calculated in square feet) | ||
Lot Areas (square feet) | Single-Family | Multiple-family, Townhouse, Condos and Nonresidential |
Up to 1/2 acre or 21,780 | 85% of lot | 85% |
21,781 to 43,560 | 18,500 plus 45% | 18,500 plus 75% |
43,561 to 87,120 | 28,300 plus 25% | 34,850 plus 70% |
87,121 to 130,690 | 39,200 plus 11% | 65,340 plus 60% |
130,691 to 217,800 | 44,000 plus 7% | 91,483 plus 57% |
217,801 or greater | 50,100 plus 4% | 141,570 plus 55% |
Table Three | ||
|---|---|---|
Schedule of Slope and Adjacency Adjustment Factors (AF) | ||
Slope (percent) | Adjustment Factor | Adjacent to Stream or Water Body |
0 to 7.9 | 1.0 | 1.25 |
8 to 14.9 | 1.0 | 1.50 |
15 to 19.9 | 1.5 | 2.50 |
20 to 23.9 | 2.5 | 3.50 |
24 and greater | 3.5 | 4.50 |
Physical Limits, Percent by Weight | ||
|---|---|---|
Quantity | Size Fraction | Diameter |
None | Gravel | Larger than 1 inch |
Less than 3% | Gravel | 1/4 to 1 inch |
Less than 10% | Gravel | 2 millimeters to 1/4 inch |
40% to 60% | Sand | .05 millimeter to 2 millimeters |
25% to 50% | Silt | .002 millimeter to .05 millimeter |
Less than 20% | Clay | Less than .002 millimeter |
Chemical Limits | ||
Organic matter | (Wet digestion method): | |
Sandy loam | 1.5% to 20% | |
Loam or silt loam | 3.0% to 20% | |
Soil reaction (pH) | 4.5 to 7.0 | |
Salt concentration | 1:2 soil-water ratio | Less than 50 |
Table VI-1 | ||
|---|---|---|
Maximum Allowable Disturbance Standards | ||
Lot Area (In square feet) | Single Family | Multiple Family, Townhouse, Condominium & Nonresidential |
< 21,780 | 85% of lot | 85% of lot |
21,781 - 43,560 | 18,500 sq. ft. plus 45% of area >21,780 | 18,500 sq. ft. plus 75% of area >21,780 |
43,561 - 87,120 | 28,300 sq. ft. plus 25% of area >43,561 | 34,850 sq. ft. plus 70% of area >43,561 |
87,121 - 130,680 | 39,200 sq. ft. plus 11% of area >87,121 | 65,340 sq. ft. plus 60% of area >87,121 |
130,691 - 217,800 | 44,000 sq. ft. plus 7% of area >130,691 | 91,483 sq. ft. plus 57% of area >130,691 |
217,801 or larger | 50,100 sq. ft. plus 4% of area >217,801 | 141,570 sq. ft. plus 55% of area >217,801 |
Step 1: | Determine the Area of Lot Disturbance based on the site grading plan and site plan. |
Step 2: | Calculate the Total Adjusted Disturbance Area by multiplying the area of lot disturbance by the adjustment factor in Table VI-2 which reflects the appropriate steepness of slope and adjacency to a surface water body. |
Step 3: | Compare the Maximum Allowable Disturbance, as provided in Table VI-1 (above), to the Total Adjusted Disturbance Area. |
Step 4: | If the Total Adjusted Disturbance Area is greater than the Maximum Allowable Disturbance, the applicant must increase lot size or revise the site plan, site grading plan, or building plan in order to bring the Total Adjusted Disturbance Area into compliance with the Maximum Allowable Disturbance. |
Table VI-2 | ||
|---|---|---|
Slope And Adjacency To Water Adjustment Factors | ||
Slope | Adjustment Factor if > 75' from Surface Water Body Or Top of Bank | Adjustment Factor if within 75' of Surface Water Or Top of Bank |
0-7.9 percent | 1 | 1.25 |
8 - 14.9 | 1 | 1.5 |
15 - 19.9 | 1.5 | 2.5 |
20 - 23.9 | 2.5 | 3.5 |
24 or greater | 3.5 | 4.5 |
Table 134-97.1B(2)(a) | |||||
|---|---|---|---|---|---|
Map Panel # | Effective Date | Suffix | Map Panel # | Effective Date | Suffix |
34031C0144 | 4/17/2020 | G | 34031C0202 | 4/17/2020 | G |
34031C0181 | 4/17/2020 | G | 34031C0203 | 4/17/2020 | G |
34031C0182 | 4/17/2020 | G | 34031C0204 | 4/17/2020 | G |
34031C0183 | 4/17/2020 | G | 34031C0211 | 4/17/2020 | G |
34031C0184 | 4/17/2020 | G | 34031C0212 | 4/17/2020 | G |
34031C0191 | 4/17/2020 | G | 34031C0213 | 4/17/2020 | G |
34031C0192 | 4/17/2020 | G | |||
34031C0194 | 4/17/2020 | G | |||
34031C0201 | 4/17/2020 | G | |||
Table 134-97.1B(2)(b) | |||
|---|---|---|---|
Map Panel # | Preliminary Date | Map Panel # | Preliminary Date |
None as of the date of this chapter | |||
Table 134-97.1B(2)(c) List of State Studied Waters. | ||
|---|---|---|
Name of Studied Water | File Name | Map Number |
Passaic River | AB000039 | 27 |
Molly Ann Brook, Glenn Pl Brook, Squaw Brook | FA000005 | 3 |
Molly Ann Brook, Squaw Brook, Buttermilk Falls, Trib#3, Trib #4 | FA000006 | 2 |
Passaic River, Peckman River | FA000015 | 3 |
Passaic River | G0000001 | R-17 |
Naachtpunkt Brook | G0000002 | R-16 |
Preakness Brook, Naachtpunkt Brook, Singac Brook | G0000003 | R-15 |
Passaic River | G0000008 | Q-18 |
Singac Brook, Preakness Brook, Passaic River | G0000009 | Q-17 |
Singac Brook, Preakness Brook, Passaic River | G0000009 | Q-17 |
Preakness Brook, Pompton River | G0000010 | Q-16 |
Pacanack Brook, Pompton River | G0000011 | Q-15 |
Pacanack Brook | G0000012 | Q-14 |
Pacanack Brook | G0000013 | Q-13 |
Ramapo River | G0000014 | Q-8 |
Passaic River, Deepavaal Brook | G0000018 | P-17 |
Passaic River, Pompton River | G0000019 | P-16 |
Pacanack Brook, Pompton River | G0000020 | P-15 |
Pacanack Brook, Pompton River | G0000021 | P-15 |
Pompton River, Beaver Dam Brook | G0000022 | P-14 |
Pompton River | G0000023 | P-13 |
Pompton River | G0000024 | P-12 |
Pequannock River, Pompton River, Ramapo River | G0000025 | P-11 |
Ramapo River | G0000026 | P-10 |
Acid Brook, Ramapo River | G0000027 | P-9 |
Acid Brook, Ramapo River | G0000028 | P-8 |
Beaver Dam Brook | G0000034 | O-14 |
Singac Brook, Preakness Brook | G0000058 | 91 |
Singac Brook, Preakness Brook | G0000059 | 83 |
Singac Brook, Preakness Brook | G0000060 | 68 |
Singac Brook, Preakness Brook | G0000061 | 75 |
Singac Brook, Preakness Brook | G0000062 | 99 |
Singac Brook, Preakness Brook | G0000063 | 98 |
Singac Brook, Preakness Brook | G0000064 | 54 |
Singac Brook, Preakness Brook | G0000065 | 47 |
Singac Brook, Preakness Brook | G0000066 | 61 |
Passaic River | G0000067 | R-18 |
Passaic River | AB000061p | 61P |
Passaic River | AB000062p | 62P |
Glenn Place Brook | FA000096p | 26P |
Passaic River | G0000056p | PR-1, DVBL-1 |
Pompton River | G0000057p | ED-1 |
Pequannock River | G0000110p | 02PR |
Pompton River | G0000111p | 01PR |
Naachpunkt Brook | G0000116p | 10P |
Preakness Brook | G0000117p | 09P |
Preakness Brook | G0000118p | 08P |
Preakness Brook | G0000119p | 07PR |
Ramapo River | G0000120p | 06PR |
Pequannock River | G0000121p | 05PR |
Pompton River | G0000122p | 04PR |
Pompton River | G0000123p | 03PR |
It shall be the responsibility of the Floodplain Administrator to verify that the applicant's proposed Best Available Flood Hazard Data Area and the Local Design Flood Elevation in any development permit accurately applies the best available flood hazard data and methodologies for determining flood hazard areas and design elevations described in 134-97.1B(2) and 134-97.1B(3) respectively. This information shall be provided to the Construction Official and documented according to Section 134-97.1C(15). |
The Floodplain Administrator is authorized to waive the submission of site plans, construction documents, and other data that are required by these regulations but that are not required to be prepared by a registered design professional when it is found that the nature of the proposed development is such that the review of such submissions is not necessary to ascertain compliance. |
Studies, analyses, and computations shall be submitted in sufficient detail to allow review and approval by the Floodplain Administrator prior to floodplain development permit issuance. The accuracy of data submitted for such determination shall be the responsibility of the applicant. Where the data are to be used to support a Letter of Map Change (LOMC) from FEMA, the applicant shall be responsible for satisfying the submittal requirements and pay the processing fees. |
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 chapter to clarify the applicability of any more stringent statewide floodplain management standards required under the FHACA. |
Permanent construction does not include land preparation, such as clearing, grading, and filling, nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main structure. Such development must also be permitted and must meet new requirements when National Flood Insurance Program (NFIP) maps are issued or revised and Base Flood Elevation's (BFEs) increase or zones change. |
For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building. |
For determining if new construction and substantial improvements within the Coastal Barrier Resources System (CBRS) can obtain flood insurance, a different definition applies. |
Environmental Protection
Table One | |
|---|---|
Multiplication Factors for Land Areas With Environmental Constraints and Historic Preservation Potential | |
Type of Land Area | Multiplication Factor |
Existing land within public rights-of-way | 0 |
Land within 100-year flood zone | 0 |
Wetlands | 0 |
Wetland transition areas (if legislation is applicable) | 0.5 |
Flood hazard area of site with open water, or stream or pond or lake | 0 |
Land area with high seasonal water table of 0 to 1 foot | 0.8 |
Land area with slopes over 24% | 0.1 |
Land with slopes of 20% to 24% | 0.5 |
Land with no environmental constraints (but not including land containing historic structure, if applicable) | 1.0 |
Depth to bedrock | 0.5 |
Historic preservation | 3.0 |
Table Two | ||
|---|---|---|
Maximum Allowable Disturbance (to be calculated in square feet) | ||
Lot Areas (square feet) | Single-Family | Multiple-family, Townhouse, Condos and Nonresidential |
Up to 1/2 acre or 21,780 | 85% of lot | 85% |
21,781 to 43,560 | 18,500 plus 45% | 18,500 plus 75% |
43,561 to 87,120 | 28,300 plus 25% | 34,850 plus 70% |
87,121 to 130,690 | 39,200 plus 11% | 65,340 plus 60% |
130,691 to 217,800 | 44,000 plus 7% | 91,483 plus 57% |
217,801 or greater | 50,100 plus 4% | 141,570 plus 55% |
Table Three | ||
|---|---|---|
Schedule of Slope and Adjacency Adjustment Factors (AF) | ||
Slope (percent) | Adjustment Factor | Adjacent to Stream or Water Body |
0 to 7.9 | 1.0 | 1.25 |
8 to 14.9 | 1.0 | 1.50 |
15 to 19.9 | 1.5 | 2.50 |
20 to 23.9 | 2.5 | 3.50 |
24 and greater | 3.5 | 4.50 |
Physical Limits, Percent by Weight | ||
|---|---|---|
Quantity | Size Fraction | Diameter |
None | Gravel | Larger than 1 inch |
Less than 3% | Gravel | 1/4 to 1 inch |
Less than 10% | Gravel | 2 millimeters to 1/4 inch |
40% to 60% | Sand | .05 millimeter to 2 millimeters |
25% to 50% | Silt | .002 millimeter to .05 millimeter |
Less than 20% | Clay | Less than .002 millimeter |
Chemical Limits | ||
Organic matter | (Wet digestion method): | |
Sandy loam | 1.5% to 20% | |
Loam or silt loam | 3.0% to 20% | |
Soil reaction (pH) | 4.5 to 7.0 | |
Salt concentration | 1:2 soil-water ratio | Less than 50 |
Table VI-1 | ||
|---|---|---|
Maximum Allowable Disturbance Standards | ||
Lot Area (In square feet) | Single Family | Multiple Family, Townhouse, Condominium & Nonresidential |
< 21,780 | 85% of lot | 85% of lot |
21,781 - 43,560 | 18,500 sq. ft. plus 45% of area >21,780 | 18,500 sq. ft. plus 75% of area >21,780 |
43,561 - 87,120 | 28,300 sq. ft. plus 25% of area >43,561 | 34,850 sq. ft. plus 70% of area >43,561 |
87,121 - 130,680 | 39,200 sq. ft. plus 11% of area >87,121 | 65,340 sq. ft. plus 60% of area >87,121 |
130,691 - 217,800 | 44,000 sq. ft. plus 7% of area >130,691 | 91,483 sq. ft. plus 57% of area >130,691 |
217,801 or larger | 50,100 sq. ft. plus 4% of area >217,801 | 141,570 sq. ft. plus 55% of area >217,801 |
Step 1: | Determine the Area of Lot Disturbance based on the site grading plan and site plan. |
Step 2: | Calculate the Total Adjusted Disturbance Area by multiplying the area of lot disturbance by the adjustment factor in Table VI-2 which reflects the appropriate steepness of slope and adjacency to a surface water body. |
Step 3: | Compare the Maximum Allowable Disturbance, as provided in Table VI-1 (above), to the Total Adjusted Disturbance Area. |
Step 4: | If the Total Adjusted Disturbance Area is greater than the Maximum Allowable Disturbance, the applicant must increase lot size or revise the site plan, site grading plan, or building plan in order to bring the Total Adjusted Disturbance Area into compliance with the Maximum Allowable Disturbance. |
Table VI-2 | ||
|---|---|---|
Slope And Adjacency To Water Adjustment Factors | ||
Slope | Adjustment Factor if > 75' from Surface Water Body Or Top of Bank | Adjustment Factor if within 75' of Surface Water Or Top of Bank |
0-7.9 percent | 1 | 1.25 |
8 - 14.9 | 1 | 1.5 |
15 - 19.9 | 1.5 | 2.5 |
20 - 23.9 | 2.5 | 3.5 |
24 or greater | 3.5 | 4.5 |
Table 134-97.1B(2)(a) | |||||
|---|---|---|---|---|---|
Map Panel # | Effective Date | Suffix | Map Panel # | Effective Date | Suffix |
34031C0144 | 4/17/2020 | G | 34031C0202 | 4/17/2020 | G |
34031C0181 | 4/17/2020 | G | 34031C0203 | 4/17/2020 | G |
34031C0182 | 4/17/2020 | G | 34031C0204 | 4/17/2020 | G |
34031C0183 | 4/17/2020 | G | 34031C0211 | 4/17/2020 | G |
34031C0184 | 4/17/2020 | G | 34031C0212 | 4/17/2020 | G |
34031C0191 | 4/17/2020 | G | 34031C0213 | 4/17/2020 | G |
34031C0192 | 4/17/2020 | G | |||
34031C0194 | 4/17/2020 | G | |||
34031C0201 | 4/17/2020 | G | |||
Table 134-97.1B(2)(b) | |||
|---|---|---|---|
Map Panel # | Preliminary Date | Map Panel # | Preliminary Date |
None as of the date of this chapter | |||
Table 134-97.1B(2)(c) List of State Studied Waters. | ||
|---|---|---|
Name of Studied Water | File Name | Map Number |
Passaic River | AB000039 | 27 |
Molly Ann Brook, Glenn Pl Brook, Squaw Brook | FA000005 | 3 |
Molly Ann Brook, Squaw Brook, Buttermilk Falls, Trib#3, Trib #4 | FA000006 | 2 |
Passaic River, Peckman River | FA000015 | 3 |
Passaic River | G0000001 | R-17 |
Naachtpunkt Brook | G0000002 | R-16 |
Preakness Brook, Naachtpunkt Brook, Singac Brook | G0000003 | R-15 |
Passaic River | G0000008 | Q-18 |
Singac Brook, Preakness Brook, Passaic River | G0000009 | Q-17 |
Singac Brook, Preakness Brook, Passaic River | G0000009 | Q-17 |
Preakness Brook, Pompton River | G0000010 | Q-16 |
Pacanack Brook, Pompton River | G0000011 | Q-15 |
Pacanack Brook | G0000012 | Q-14 |
Pacanack Brook | G0000013 | Q-13 |
Ramapo River | G0000014 | Q-8 |
Passaic River, Deepavaal Brook | G0000018 | P-17 |
Passaic River, Pompton River | G0000019 | P-16 |
Pacanack Brook, Pompton River | G0000020 | P-15 |
Pacanack Brook, Pompton River | G0000021 | P-15 |
Pompton River, Beaver Dam Brook | G0000022 | P-14 |
Pompton River | G0000023 | P-13 |
Pompton River | G0000024 | P-12 |
Pequannock River, Pompton River, Ramapo River | G0000025 | P-11 |
Ramapo River | G0000026 | P-10 |
Acid Brook, Ramapo River | G0000027 | P-9 |
Acid Brook, Ramapo River | G0000028 | P-8 |
Beaver Dam Brook | G0000034 | O-14 |
Singac Brook, Preakness Brook | G0000058 | 91 |
Singac Brook, Preakness Brook | G0000059 | 83 |
Singac Brook, Preakness Brook | G0000060 | 68 |
Singac Brook, Preakness Brook | G0000061 | 75 |
Singac Brook, Preakness Brook | G0000062 | 99 |
Singac Brook, Preakness Brook | G0000063 | 98 |
Singac Brook, Preakness Brook | G0000064 | 54 |
Singac Brook, Preakness Brook | G0000065 | 47 |
Singac Brook, Preakness Brook | G0000066 | 61 |
Passaic River | G0000067 | R-18 |
Passaic River | AB000061p | 61P |
Passaic River | AB000062p | 62P |
Glenn Place Brook | FA000096p | 26P |
Passaic River | G0000056p | PR-1, DVBL-1 |
Pompton River | G0000057p | ED-1 |
Pequannock River | G0000110p | 02PR |
Pompton River | G0000111p | 01PR |
Naachpunkt Brook | G0000116p | 10P |
Preakness Brook | G0000117p | 09P |
Preakness Brook | G0000118p | 08P |
Preakness Brook | G0000119p | 07PR |
Ramapo River | G0000120p | 06PR |
Pequannock River | G0000121p | 05PR |
Pompton River | G0000122p | 04PR |
Pompton River | G0000123p | 03PR |
It shall be the responsibility of the Floodplain Administrator to verify that the applicant's proposed Best Available Flood Hazard Data Area and the Local Design Flood Elevation in any development permit accurately applies the best available flood hazard data and methodologies for determining flood hazard areas and design elevations described in 134-97.1B(2) and 134-97.1B(3) respectively. This information shall be provided to the Construction Official and documented according to Section 134-97.1C(15). |
The Floodplain Administrator is authorized to waive the submission of site plans, construction documents, and other data that are required by these regulations but that are not required to be prepared by a registered design professional when it is found that the nature of the proposed development is such that the review of such submissions is not necessary to ascertain compliance. |
Studies, analyses, and computations shall be submitted in sufficient detail to allow review and approval by the Floodplain Administrator prior to floodplain development permit issuance. The accuracy of data submitted for such determination shall be the responsibility of the applicant. Where the data are to be used to support a Letter of Map Change (LOMC) from FEMA, the applicant shall be responsible for satisfying the submittal requirements and pay the processing fees. |
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 chapter to clarify the applicability of any more stringent statewide floodplain management standards required under the FHACA. |
Permanent construction does not include land preparation, such as clearing, grading, and filling, nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main structure. Such development must also be permitted and must meet new requirements when National Flood Insurance Program (NFIP) maps are issued or revised and Base Flood Elevation's (BFEs) increase or zones change. |
For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building. |
For determining if new construction and substantial improvements within the Coastal Barrier Resources System (CBRS) can obtain flood insurance, a different definition applies. |