Tables: N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules¶
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1. Table 3.6A: Current Precipitation Adjustment Factors¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 47
| County | Current Precipitation Adjustment Factors |
|---|---|
| Atlantic | 1.03 |
| Bergen | 1.06 |
| Burlington | 1.04 |
| Camden | 1.05 |
| Cape May | 1.04 |
| Cumberland | 1.01 |
| Essex | 1.06 |
| Gloucester | 1.06 |
| Hudson | 1.09 |
| Hunterdon | 1.13 |
| Mercer | 1.04 |
| Middlesex | 1.03 |
| Monmouth | 1.02 |
| Morris | 1.06 |
| Ocean | 1.03 |
| Passaic | 1.05 |
| Salem | 1.03 |
Source context and notes
5. Table 3.6A below sets forth the adjustment factors necessary to determine the current 100-year precipitation depths for use in this chapter. The precipitation depth of the current 100-year storm event shall be determined by multiplying the values determined in accordance with (d)5i and ii below: i. The applicant shall utilize the National Oceanographic and Atmospheric Administration (NOAA), National Weather Service's Atlas 14 Point Precipitation Frequency Estimates: NJ, in accordance with the location(s) of the drainage area(s) of the site. This data is available at: https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_map_cont.html?bkmrk=nj; and ii. The applicant shall utilize Table 3.6A below, which sets forth the applicable multiplier for the drainage area(s) of the site, in accordance with the county or counties where the drainage area(s) of the site is located. Where the drainage area lies in more than one county, the precipitation values shall be adjusted according to the percentage of the drainage area in each county. Alternately, separate rainfall totals can be developed for each county using the values in Table 3.6A below. Table 3.6A: Current Precipitation Adjustment Factors | County | Current Precipitation Adjustment Factors | | --- | --- | | Atlantic | 1.03 | | Bergen | 1.06 | | Burlington | 1.04 | | Camden | 1.05 | | Cape May | 1.04 | | Cumberland | 1.01 | | Essex | 1.06 | | Gloucester | 1.06 | | Hudson | 1.09 | | Hunterdon | 1.13 | | Mercer | 1.04 | | Middlesex | 1.03 | | Monmouth | 1.02 | | Morris | 1.06 | | Ocean | 1.03 | | Passaic | 1.05 | | Salem | 1.03 |2. Table 2¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 48
| Somerset | 1.09 |
|---|---|
| Sussex | 1.07 |
| Union | 1.06 |
| Warren | 1.15 |
Source context and notes
| Somerset | 1.09 | | --- | --- | | Sussex | 1.07 | | Union | 1.06 | | Warren | 1.15 | 6. Table 3.6B below sets forth the change factors to be used in determining the projected 100-year storm event for use in this chapter, which are organized alphabetically by county. The precipitation depth of the projected 100-year storm event of a site shall be determined by multiplying the precipitation depth of the 100-year storm event determined from the National Weather Service's Atlas 14 Point Precipitation Frequency Estimates pursuant to (d)5i above, by the change factor at Table 3.6B below, in accordance with the county or counties where the drainage area(s) of the site is located. Where the project and/or its drainage area lies in more than one county, the precipitation values shall be adjusted according to the percentage of the drainage area in each county. Alternately, separate rainfall totals can be developed for each county using the values in the table below. Table 3.6B: Future Precipitation Change Factors | County | Future Precipitation Change Factors | | --- | --- | | Atlantic | 1.39 | | Bergen | 1.37 | | Burlington | 1.32 | | Camden | 1.39 | | Cape May | 1.32 | | Cumberland | 1.39 | | Essex | 1.33 | | Gloucester | 1.41 | | Hudson | 1.23 | | Hunterdon | 1.42 | | Mercer | 1.36 | | Middlesex | 1.33 | | Monmouth | 1.26 | | Morris | 1.46 | | Ocean | 1.24 | | Passaic | 1.50 | | Salem | 1.32 | | Somerset | 1.48 | | Sussex | 1.50 | | Union | 1.35 | | Warren | 1.37 |3. Table 3.6B: Future Precipitation Change Factors¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 48
| County | Future Precipitation Change Factors |
|---|---|
| Atlantic | 1.39 |
| Bergen | 1.37 |
| Burlington | 1.32 |
| Camden | 1.39 |
| Cape May | 1.32 |
| Cumberland | 1.39 |
| Essex | 1.33 |
| Gloucester | 1.41 |
| Hudson | 1.23 |
| Hunterdon | 1.42 |
| Mercer | 1.36 |
| Middlesex | 1.33 |
| Monmouth | 1.26 |
| Morris | 1.46 |
| Ocean | 1.24 |
| Passaic | 1.50 |
| Salem | 1.32 |
| Somerset | 1.48 |
| Sussex | 1.50 |
| Union | 1.35 |
| Warren | 1.37 |
Source context and notes
| Sussex | 1.07 | | Union | 1.06 | | Warren | 1.15 | 6. Table 3.6B below sets forth the change factors to be used in determining the projected 100-year storm event for use in this chapter, which are organized alphabetically by county. The precipitation depth of the projected 100-year storm event of a site shall be determined by multiplying the precipitation depth of the 100-year storm event determined from the National Weather Service's Atlas 14 Point Precipitation Frequency Estimates pursuant to (d)5i above, by the change factor at Table 3.6B below, in accordance with the county or counties where the drainage area(s) of the site is located. Where the project and/or its drainage area lies in more than one county, the precipitation values shall be adjusted according to the percentage of the drainage area in each county. Alternately, separate rainfall totals can be developed for each county using the values in the table below. Table 3.6B: Future Precipitation Change Factors | County | Future Precipitation Change Factors | | --- | --- | | Atlantic | 1.39 | | Bergen | 1.37 | | Burlington | 1.32 | | Camden | 1.39 | | Cape May | 1.32 | | Cumberland | 1.39 | | Essex | 1.33 | | Gloucester | 1.41 | | Hudson | 1.23 | | Hunterdon | 1.42 | | Mercer | 1.36 | | Middlesex | 1.33 | | Monmouth | 1.26 | | Morris | 1.46 | | Ocean | 1.24 | | Passaic | 1.50 | | Salem | 1.32 | | Somerset | 1.48 | | Sussex | 1.50 | | Union | 1.35 | | Warren | 1.37 |4. Table 4¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 57
| Diameter of Tree | Points |
|---|---|
| One to three inches | 2 |
| >Three to seven inches | 4 |
| >Seven to 12 inches | 6 |
| >12 inches | 8 |
Source context and notes
i. The plots shall be located in the portion of each acre with the highest density of trees, based on a visual inspection; ii. If the tree size and density are uniform over some or all of the site, one 25-foot by 25-foot plot may be selected within the area of uniformity. Where only one plot is measured, the point total from the one plot shall be doubled to determine the total point value for the sampled acre under (b)5 below; 2. In each plot, measure the diameter of each tree at four and one-half feet above ground; 3. Score each tree as follows: | Diameter of Tree | Points | | --- | --- | | One to three inches | 2 | | >Three to seven inches | 4 | | >Seven to 12 inches | 6 | | >12 inches | 8 | 4. Add together the scores for all of the trees in each of the plots; 5. If the total score for both plots is equal to or greater than 16, the sampled acre is considered to be forested, with the limit of the forested area to be determined pursuant to (d) below. For example, if the two 25-foot by 25-foot plots contain a total of three trees which are two inches in diameter, two trees which are six inches in diameter, and one tree which is 15 inches in diameter, the score for the sampled acre would be: $(3 \times 2) + (2 \times 4) + (1 \times 8) = 22$, and the sampled acre is considered forested; 6. If a sampled acre is forested, an area totaling one-half acre (21,780 square feet) surrounding the sampled acre shall also be considered to be forested with the limit of the forested area to be determined pursuant to (d) below, except for the surrounding areas that are sampled by the applicant and score under 16 utilizing the analysis specified in (c)1 through 5 above. In that case, a sufficient number of plots shall be sampled to delineate the forested portion of the surrounding area; and5. Table 11.2¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 107
| Proposed Regulated Activity | See Subsection Below For Additional Requirements | Allowable Disturbance Based on the Width of the Riparian Zone | ||
|---|---|---|---|---|
| 50-foot Riparian Zone | 150-foot Riparian Zone | 300-foot Riparian Zone | ||
| Railroad or public roadway | ||||
| --- | --- | --- | --- | --- |
| New | Crossing a water | (g) | 6,000 ft² | 18,000 ft² |
| Not crossing a water | 3,000 ft² | 9,000 ft² | ||
| Reconstructed | Crossing a water | 3,000 ft² | 9,000 ft² | |
| Not crossing a water | 1,500 ft² | 4,500 ft² | ||
| Private driveway serving one single-family home or duplex | ||||
| New | Crossing a water | (h) | 2,000 ft² | 6,000 ft² |
| Not crossing a water | 1,000 ft² | 3,000 ft² | ||
| Reconstructed | Crossing a water | 1,000 ft² | 3,000 ft² | |
| Not crossing a water | 500 ft² | 1,500 ft² | ||
| All other roadways not listed above | ||||
| New | Crossing a water | (h) | 4,000 ft² | 12,000 ft² |
| Not crossing a water | 2,000 ft² | 6,000 ft² | ||
| Reconstructed | Crossing a water | 2,000 ft² | 6,000 ft² |
Source context and notes
ii. Located within an existing right-of-way or easement; iii. Undertaken by a public entity; iv. Necessary for the continued, safe use of the roadway. v. Situated on a lawfully existing roadway embankment, or within an area adjacent to a lawfully existing roadway, which was disturbed for the initial construction of the roadway. Table 11.2 MAXIMUM ALLOWABLE AREA OF RIPARIAN ZONE VEGETATION THAT CAN BE TEMPORARILY OR PERMANENTLY CLEARED, CUT, AND/OR REMOVED WITHOUT ADDITIONAL JUSTIFICATION AND/OR A HARDSHIP EXCEPTION REQUEST, IN ACCORDANCE WITH (e) ABOVE | Proposed Regulated Activity | See Subsection Below For Additional Requirements | Allowable Disturbance Based on the Width of the Riparian Zone | | | | --- | --- | --- | --- | --- | | | | 50-foot Riparian Zone | 150-foot Riparian Zone | 300-foot Riparian Zone | | Railroad or public roadway | | | | | | | --- | --- | --- | --- | --- | --- | | New | Crossing a water | (g) | 6,000 ft² | 18,000 ft² | 36,000 ft² | | | Not crossing a water | | 3,000 ft² | 9,000 ft² | 18,000 ft² | | Reconstructed | Crossing a water | | 3,000 ft² | 9,000 ft² | 18,000 ft² | | | Not crossing a water | | 1,500 ft² | 4,500 ft² | 9,000 ft² | | Private driveway serving one single-family home or duplex | | | | | | | New | Crossing a water | (h) | 2,000 ft² | 6,000 ft² | 12,000 ft² | | | Not crossing a water | | 1,000 ft² | 3,000 ft² | 6,000 ft² | | Reconstructed | Crossing a water | | 1,000 ft² | 3,000 ft² | 6,000 ft² | | | Not crossing a water | | 500 ft² | 1,500 ft² | 3,000 ft² | | All other roadways not listed above | | | | | | | New | Crossing a water | (h) | 4,000 ft² | 12,000 ft² | 24,000 ft² | | | Not crossing a water | | 2,000 ft² | 6,000 ft² | 12,000 ft² | | Reconstructed | Crossing a water | | 2,000 ft² | 6,000 ft² | 12,000 ft² |6. Table 6¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 108
| Not crossing a water | 1,000 ft² | 3,000 ft² | 6,000 ft² | ||
|---|---|---|---|---|---|
| Bank stabilization and channel restoration | |||||
| Areas stabilized with vegetation and/or soil bioengineering | (i) | No limit if disturbance is justified | |||
| Areas stabilized using other methods | 10 ft² per linear foot of armoring | ||||
| Access to the project | 1,000 ft² | 3,000 ft² | 6,000 ft² | ||
| Stormwater discharge | |||||
| Headwall and outlet protection | (j) | 2,000 ft² | 2,000 ft² | 2,000 ft² | |
| Stormwater pipe | 1,000 ft² | 3,000 ft² | 6,000 ft² | ||
| Utility line | |||||
| New | (k) | 30 ft² per linear foot of utility line | |||
| Access to the project (per crossing) | 1,000 ft² | 3,000 ft² | 6,000 ft² | ||
| Reconstruction, upgrade, expansion, or maintenance | (l) | No limit if disturbance is justified | |||
| Access the project (per crossing | 1,000 ft² | 3,000 ft² | 6,000 ft² | ||
| Single-family home or duplex | |||||
| New | (m) | 3,500 ft² | 7,000 ft² | 7,000 ft² | |
| Reconstruction | 2,000 ft² | 2,000 ft² | 2,000 ft² | ||
| Addition | (n) | 2,000 ft² for all additions, cumulatively since November 5, 2007 | |||
| Accessory structure | 4,000 ft² for all accessory structures, cumulatively since November 5, 2007 | ||||
| Tidal development | |||||
| Public access | (o) | No limit if disturbance is justified | |||
| Water dependent development | (p) | No limit if disturbance is justified | |||
| Other projects | |||||
| Individual subsurface sewage disposal system | (q) | 5,000 ft² | 5,000 ft² | 5,000 ft² | |
| Hazardous substance remediation | (r) | No limit if disturbance is justified | |||
| Solid waste facility closure | (s) | No limit if disturbance is justified |
Source context and notes
| | Not crossing a water | | 1,000 ft² | 3,000 ft² | 6,000 ft² | | --- | --- | --- | --- | --- | --- | | Bank stabilization and channel restoration | | | | | | | Areas stabilized with vegetation and/or soil bioengineering | | (i) | No limit if disturbance is justified | | | | Areas stabilized using other methods | | | 10 ft² per linear foot of armoring | | | | Access to the project | | | 1,000 ft² | 3,000 ft² | 6,000 ft² | | Stormwater discharge | | | | | | | Headwall and outlet protection | | (j) | 2,000 ft² | 2,000 ft² | 2,000 ft² | | Stormwater pipe | | | 1,000 ft² | 3,000 ft² | 6,000 ft² | | Utility line | | | | | | | New | | (k) | 30 ft² per linear foot of utility line | | | | Access to the project (per crossing) | | | 1,000 ft² | 3,000 ft² | 6,000 ft² | | Reconstruction, upgrade, expansion, or maintenance | | (l) | No limit if disturbance is justified | | | | Access the project (per crossing | | | 1,000 ft² | 3,000 ft² | 6,000 ft² | | Single-family home or duplex | | | | | | | New | | (m) | 3,500 ft² | 7,000 ft² | 7,000 ft² | | Reconstruction | | | 2,000 ft² | 2,000 ft² | 2,000 ft² | | Addition | | (n) | 2,000 ft² for all additions, cumulatively since November 5, 2007 | | | | Accessory structure | | | 4,000 ft² for all accessory structures, cumulatively since November 5, 2007 | | | | Tidal development | | | | | | | Public access | | (o) | No limit if disturbance is justified | | | | Water dependent development | | (p) | No limit if disturbance is justified | | | | Other projects | | | | | | | Individual subsurface sewage disposal system | | (q) | 5,000 ft² | 5,000 ft² | 5,000 ft² | | Hazardous substance remediation | | (r) | No limit if disturbance is justified | | | | Solid waste facility closure | | (s) | No limit if disturbance is justified | | |7. Table 7¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 109
| Trail or boardwalk | (t) | 10ft² per linear foot of trail or boardwalk, not to exceed one acre | ||
|---|---|---|---|---|
| Footbridge | (u) | 1,000 ft² | 1,000 ft² | 1,000 ft² |
| Flood control project | (v) | 3,000 ft² | 9,000 ft² | 18,000 ft² |
| Removing sediment and/or debris from a regulated water | (w) | 1,000 ft² per access point | ||
| Removing existing fill and/or an existing structure | (x) | Within 20 feet of the fill or structure, not to exceed one acre | ||
| Any regulated activity not listed in this table above | ||||
| Total area of disturbance permitted | (y) | One-quarter of an acre | 6,000 ft² | |
| Maximum portion of the total area of disturbance permitted above, which can be located within a riparian zone that is not an actively disturbed area | 1,000 ft² | 3,000 ft² | 3,000 ft² (must be located more than 150 feet from the top of bank.) |
Source context and notes
| Trail or boardwalk | (t) | 10ft² per linear foot of trail or boardwalk, not to exceed one acre | | | | --- | --- | --- | --- | --- | | Footbridge | (u) | 1,000 ft² | 1,000 ft² | 1,000 ft² | | Flood control project | (v) | 3,000 ft² | 9,000 ft² | 18,000 ft² | | Removing sediment and/or debris from a regulated water | (w) | 1,000 ft² per access point | | | | Removing existing fill and/or an existing structure | (x) | Within 20 feet of the fill or structure, not to exceed one acre | | | | Any regulated activity not listed in this table above | | | | | | Total area of disturbance permitted | (y) | One-quarter of an acre | | 6,000 ft² | | Maximum portion of the total area of disturbance permitted above, which can be located within a riparian zone that is not an actively disturbed area | | 1,000 ft² | 3,000 ft² | 3,000 ft² (must be located more than 150 feet from the top of bank.) | (g) The Department shall issue an individual permit for the construction of a new railroad or public roadway, or the expansion, reconstruction, or improvement of a lawfully existing railroad or public roadway, which results in clearing, cutting, and/or removal of riparian zone vegetation, only if: 1. The total area of riparian zone vegetation to be cleared, cut, and/or removed does not exceed the limits set forth in Table 11.2 above, unless the applicant demonstrates that compliance with all Federal, State, and local requirements governing railroads and public roadways cannot be achieved, and that public safety cannot be adequately ensured, without exceeding these limits; 2. The width of disturbance associated with the construction, expansion, reconstruction, or improvement of the railroad or public roadway is minimized; 3. Any new crossing of a regulated water is designed and constructed to be as nearly perpendicular to the channel as possible; and 4. If the project impacts a 150-foot or 300-foot riparian zone, the applicant demonstrates that there is a compelling public need for the project, which cannot be satisfied without impacting the riparian zone. This demonstration shall include an analysis of alternate routes and other alternative projects that would avoid impacting the riparian zone. (h) The Department shall issue an individual permit for the construction of a new private roadway, or the expansion, reconstruction, or improvement of a lawfully existing private roadway, which results in clearing, cutting, and/or removal of riparian zone vegetation, only if:8. Table 11.4¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 121
| Geographic Area | Maximum onsite percentage of flood storage volume that a project can lawfully displace (PONSITE) | Maximum total percentage of flood storage volume that a project can lawfully displace including all offsite credits (P TOTAL) |
|---|---|---|
| Central Passaic Basin | 20 percent of flood storage that existed onsite on March 25, 1977, up to the 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation | 0 percent of flood storage that existed onsite on March 25, 1977, up to the 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation |
| Highlands Preservation Area* | 20 percent of flood storage that existed onsite on January 31, 1980, up to the 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation | 0 percent of flood storage that existed onsite on August 10, 2004, up to the 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation |
| Remainder of State | 20 percent of flood storage that existed onsite on January 31, 1980, up to the | 0 percent of flood storage that existed onsite on November 5, 2007, up to the 100-year |
Source context and notes
3. The proposed flood storage volume onsite (V_P) shall be greater than or equal to the existing flood storage volume onsite (V_E), for both the volume between the climate-adjusted flood elevation and the 100-year flood elevation, the volume between the 100-year flood elevation and the 10-year flood elevation, and the volume between the 10-year flood elevation and the ground. Certain considerations should be made in calculating both (V_P) and (V_E), as set forth at (j) below. Additional flood storage volume can also be created onsite to compensate for proposed flood storage displacement in accordance with (m) below. (f) Table 11.4 below sets forth the percentage of flood storage volume that a regulated activity (or combination of activities) can lawfully displace in various geographic areas of New Jersey. As described in further detail in this section below, a project cannot displace more than 20 percent of the flood storage volume that originally existed onsite, and all proposed displacement onsite must ultimately be compensated offsite. Table 11.4 indicates the dates from which the original and proposed flood storage volumes should be calculated for different geographic areas. Flood storage calculations shall be performed for the volume between the climate-adjusted flood elevation and the 100-year flood elevation, the volume between the 100-year flood elevation and the 10-year flood elevation, and the volume between the 10-year flood and the ground, as described at (j) below, to show that the 20-percent and zero-percent limitations are met for all of these areas. Table 11.4 ALLOWABLE PERCENTAGES OF FLOOD STORAGE VOLUME DISPLACEMENT | Geographic Area | Maximum onsite percentage of flood storage volume that a project can lawfully displace (PONSITE) | Maximum total percentage of flood storage volume that a project can lawfully displace including all offsite credits (P TOTAL) | | --- | --- | --- | | Central Passaic Basin | 20 percent of flood storage that existed onsite on March 25, 1977, up to the 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation | 0 percent of flood storage that existed onsite on March 25, 1977, up to the 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation | | Highlands Preservation Area* | 20 percent of flood storage that existed onsite on January 31, 1980, up to the 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation | 0 percent of flood storage that existed onsite on August 10, 2004, up to the 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation | | Remainder of State | 20 percent of flood storage that existed onsite on January 31, 1980, up to the | 0 percent of flood storage that existed onsite on November 5, 2007, up to the 100-year |9. Table 9¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 122
| 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation | flood elevation, and on January 20, 2026, above the 100-year flood elevation | |
|---|---|---|
Source context and notes
| | 100-year flood elevation, and on January 20, 2026, above the 100-year flood elevation | flood elevation, and on January 20, 2026, above the 100-year flood elevation | | --- | --- | --- | *If associated with major Highlands development, as defined at N.J.A.C. 7:38-1.4. (g) The following shall apply to any project located within the Central Passaic Basin that does not meet the requirements at (d) or (e) above: 1. The onsite percentage of flood storage volume that a project displaces shall be determined as follows:10. Table 11.6¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 131
| Water and classification | Time period (inclusive) during which activities are prohibited |
|---|---|
| 1. Trout Waters | |
| • Trout production waters where only Brook and/or Brown Trout are present | September 15 through March 15 |
| • Trout production waters where only Rainbow Trout are present | February 1 through April 30 |
| • Trout production waters where Brook and/or Brown Trout in addition to Rainbow Trout are present | September 15 through April 30 |
| • Trout stocked waters • Trout maintenance waters • All regulated waters located within one mile upstream of a trout stocked or a trout maintenance water |
March 15 through June 15 |
| 2. Non-Trout Waters | |
| • Regulated waters that support warm water species located north of Interstate 195 | May 1 through July 31 |
| • Regulated waters that support warm water species located south of Interstate 195 | April 1 through June 30 |
| • Regulated waters located north of Interstate 195 that support pickerel | March 15 or ice out (whichever occurs first) through April 30 |
| • Regulated waters located south of Interstate 195 that support pickerel | March 1 through April 30 |
| 3. Anadromous Waters | |
| • All anadromous waters | March 1 through June 30 |
Source context and notes
Table 11.6 RESTRICTED TIME PERIODS FOR REGULATED WATERS WITH FISHERY RESOURCES | Water and classification | Time period (inclusive) during which activities are prohibited | | --- | --- | | 1. Trout Waters | | | • Trout production waters where only Brook and/or Brown Trout are present | September 15 through March 15 | | • Trout production waters where only Rainbow Trout are present | February 1 through April 30 | | • Trout production waters where Brook and/or Brown Trout in addition to Rainbow Trout are present | September 15 through April 30 | | • Trout stocked waters• Trout maintenance waters
• All regulated waters located within one mile upstream of a trout stocked or a trout maintenance water | March 15 through June 15 | | 2. Non-Trout Waters | | | • Regulated waters that support warm water species located north of Interstate 195 | May 1 through July 31 | | • Regulated waters that support warm water species located south of Interstate 195 | April 1 through June 30 | | • Regulated waters located north of Interstate 195 that support pickerel | March 15 or ice out (whichever occurs first) through April 30 | | • Regulated waters located south of Interstate 195 that support pickerel | March 1 through April 30 | | 3. Anadromous Waters | | | • All anadromous waters | March 1 through June 30 |
11. Table 20.1¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 212
| Revision of a Department delineation pursuant to N.J.A.C. 7:13-3.9 | Fee |
|---|---|
| Each major revision | $4,000 plus $400.00 per each 100-foot segment of regulated water (or fraction thereof) to be re-delineated² |
| Each minor revision | $500.00 |
| Verification pursuant to N.J.A.C. 7:13-5 | Fee |
| --- | --- |
| Department delineation pursuant to N.J.A.C. 7:13-3.5 | $1,000¹ |
| FEMA flood mapping pursuant to N.J.A.C. 7:13-3.6 | $1,000¹ |
| Approximation pursuant to N.J.A.C. 7:13-3.7 | $1,000¹ |
Source context and notes
(d) Any fee required under this chapter that is subject to N.J.A.C. 7:1L, Payment Schedule for Permit Application Fees, shall be payable in installments in accordance with N.J.A.C. 7:1L. (e) The fees for applications pursuant to this chapter are set forth at Table 20.1 below: Table 20.1 APPLICATION FEES (Agency Note: The table below is intended to replace existing N.J.A.C. 7:13-20.1 Table 20.1) | Revision of a Department delineation pursuant to N.J.A.C. 7:13-3.9 | Fee | | --- | --- | | Each major revision | $4,000 plus $400.00 per each 100-foot segment of regulated water (or fraction thereof) to be re-delineated² | | Each minor revision | $500.00 | | Verification pursuant to N.J.A.C. 7:13-5 | Fee | | --- | --- | | Department delineation pursuant to N.J.A.C. 7:13-3.5 | $1,000¹ | | FEMA flood mapping pursuant to N.J.A.C. 7:13-3.6 | $1,000¹ | | Approximation pursuant to N.J.A.C. 7:13-3.7 | $1,000¹ |12. Table 12¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 213
| Calculation pursuant to N.J.A.C. 7:13-3.8 | $4,000 plus $400.00 per each 100 linear feet of regulated water (or fraction thereof)² |
|---|---|
| Delineation of riparian zone only | $1,000 |
| Delineation of an inundation risk zone only | $1,000 |
Source context and notes
| Calculation pursuant to N.J.A.C. 7:13-3.8 | $4,000 plus $400.00 per each 100 linear feet of regulated water (or fraction thereof)² | | --- | --- | | Delineation of riparian zone only | $1,000 | | Delineation of an inundation risk zone only | $1,000 | Authorization pursuant to a general permit-by-certification pursuant to N.J.A.C. 7:13-6 and 8 | Type of General Permit-by-Certification | Fee | | --- | --- | | Pursuant to N.J.A.C. 7:13-8.1, 8.2, 8.6, 8.9, 8.11, and 8.14 | No fee | | Any other general permit-by-certification | $1,000 | Authorization pursuant to a general permit pursuant to N.J.A.C. 7:13-6 and 913. Table 13¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 213
| Type of General Permit-by-Certification | Fee |
|---|---|
| Pursuant to N.J.A.C. 7:13-8.1, 8.2, 8.6, 8.9, 8.11, and 8.14 | No fee |
| Any other general permit-by-certification | $1,000 |
Source context and notes
| Calculation pursuant to N.J.A.C. 7:13-3.8 | $4,000 plus $400.00 per each 100 linear feet of regulated water (or fraction thereof)² | | --- | --- | | Delineation of riparian zone only | $1,000 | | Delineation of an inundation risk zone only | $1,000 | Authorization pursuant to a general permit-by-certification pursuant to N.J.A.C. 7:13-6 and 8 | Type of General Permit-by-Certification | Fee | | --- | --- | | Pursuant to N.J.A.C. 7:13-8.1, 8.2, 8.6, 8.9, 8.11, and 8.14 | No fee | | Any other general permit-by-certification | $1,000 | Authorization pursuant to a general permit pursuant to N.J.A.C. 7:13-6 and 9 | Type of General Permit | Fee | | --- | --- | | Pursuant to N.J.A.C. 7:13-9.1, 9.4, 9.5, and 9.9 | No fee | | Any other general permit | $1,000 | Individual permit pursuant to N.J.A.C. 7:13-10, 11, and 1214. Table 14¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 213
| Type of General Permit | Fee |
|---|---|
| Pursuant to N.J.A.C. 7:13-9.1, 9.4, 9.5, and 9.9 | No fee |
| Any other general permit | $1,000 |
Source context and notes
| Type of General Permit-by-Certification | Fee | | --- | --- | | Pursuant to N.J.A.C. 7:13-8.1, 8.2, 8.6, 8.9, 8.11, and 8.14 | No fee | | Any other general permit-by-certification | $1,000 | Authorization pursuant to a general permit pursuant to N.J.A.C. 7:13-6 and 9 | Type of General Permit | Fee | | --- | --- | | Pursuant to N.J.A.C. 7:13-9.1, 9.4, 9.5, and 9.9 | No fee | | Any other general permit | $1,000 | Individual permit pursuant to N.J.A.C. 7:13-10, 11, and 12 | Individual Permit Elements | | Fee | | --- | --- | --- | | Individual permit for the construction of one single-family home or duplex, which is not being constructed as part of a residential subdivision or multi-unit development, or for the construction of an addition or other accessory structure to a single-family home or duplex | | $2,000 | | Base fee for any other individual permit | | $3,000 | | Additional review fee per project element¹ | | | | Bank or channel stabilization, reestablishment, protection, or modification project | Review of hydrologic, hydraulic, and/or flood storage displacement (net-fill) calculations required | $4,000 plus $400.00 per each 100 linear feet of regulated water (or fraction thereof)² | | | No review of calculations required | $1,000 per project | 21315. Table 15¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 213
| Individual Permit Elements | Fee | |
|---|---|---|
| Individual permit for the construction of one single-family home or duplex, which is not being constructed as part of a residential subdivision or multi-unit development, or for the construction of an addition or other accessory structure to a single-family home or duplex | $2,000 | |
| Base fee for any other individual permit | $3,000 | |
| Additional review fee per project element¹ | ||
| Bank or channel stabilization, reestablishment, protection, or modification project | Review of hydrologic, hydraulic, and/or flood storage displacement (net-fill) calculations required | $4,000 plus $400.00 per each 100 linear feet of regulated water (or fraction thereof)² |
| No review of calculations required | $1,000 per project |
Source context and notes
| Type of General Permit | Fee | | --- | --- | | Pursuant to N.J.A.C. 7:13-9.1, 9.4, 9.5, and 9.9 | No fee | | Any other general permit | $1,000 | Individual permit pursuant to N.J.A.C. 7:13-10, 11, and 12 | Individual Permit Elements | | Fee | | --- | --- | --- | | Individual permit for the construction of one single-family home or duplex, which is not being constructed as part of a residential subdivision or multi-unit development, or for the construction of an addition or other accessory structure to a single-family home or duplex | | $2,000 | | Base fee for any other individual permit | | $3,000 | | Additional review fee per project element¹ | | | | Bank or channel stabilization, reestablishment, protection, or modification project | Review of hydrologic, hydraulic, and/or flood storage displacement (net-fill) calculations required | $4,000 plus $400.00 per each 100 linear feet of regulated water (or fraction thereof)² | | | No review of calculations required | $1,000 per project | 21316. Table 16¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 214
| Bridge, culvert, footbridge, low dam, or other water control structure | Review of hydrologic, hydraulic, and/or flood storage displacement (net-fill) calculations required | $4,000 per structure |
|---|---|---|
| No review of calculations required | $1,000 per structure | |
| Review of flood storage displacement (net-fill) calculations for any project not listed above | $4,000 | |
| Review of a hardship exception request | $4,000 | |
| Utility line | $1,000 per crossing of a regulated water |
Source context and notes
| Bridge, culvert, footbridge, low dam, or other water control structure | Review of hydrologic, hydraulic, and/or flood storage displacement (net-fill) calculations required | $4,000 per structure | | --- | --- | --- | | | No review of calculations required | $1,000 per structure | | Review of flood storage displacement (net-fill) calculations for any project not listed above | | $4,000 | | Review of a hardship exception request | | $4,000 | | Utility line | | $1,000 per crossing of a regulated water | Extension of a verification, authorization pursuant to a general permit, or individual permit pursuant to N.J.A.C. 7:13-22.4 | Type of Extension | Fee | | --- | --- | | Verification based on a Department delineation, FEMA flood mapping, or approximation | $240.00 | | Verification based on calculation | 25 percent of original verification application fee | | Verification of the riparian zone alone | $240.00 | | Verification of the inundation risk zone alone | $240.00 | | Authorization pursuant to a general permit | $240.00 | | Individual permit | 25 percent of original individual permit application fee | Modification of a verification, authorization pursuant to a general permit, or individual permit pursuant to N.J.A.C. 7:13-22.617. Table 17¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 214
| Type of Extension | Fee |
|---|---|
| Verification based on a Department delineation, FEMA flood mapping, or approximation | $240.00 |
| Verification based on calculation | 25 percent of original verification application fee |
| Verification of the riparian zone alone | $240.00 |
| Verification of the inundation risk zone alone | $240.00 |
| Authorization pursuant to a general permit | $240.00 |
| Individual permit | 25 percent of original individual permit application fee |
Source context and notes
| --- | --- | --- | | | No review of calculations required | $1,000 per structure | | Review of flood storage displacement (net-fill) calculations for any project not listed above | | $4,000 | | Review of a hardship exception request | | $4,000 | | Utility line | | $1,000 per crossing of a regulated water | Extension of a verification, authorization pursuant to a general permit, or individual permit pursuant to N.J.A.C. 7:13-22.4 | Type of Extension | Fee | | --- | --- | | Verification based on a Department delineation, FEMA flood mapping, or approximation | $240.00 | | Verification based on calculation | 25 percent of original verification application fee | | Verification of the riparian zone alone | $240.00 | | Verification of the inundation risk zone alone | $240.00 | | Authorization pursuant to a general permit | $240.00 | | Individual permit | 25 percent of original individual permit application fee | Modification of a verification, authorization pursuant to a general permit, or individual permit pursuant to N.J.A.C. 7:13-22.6 | | Fee | | --- | --- | | Administrative modification | No fee | | Minor technical modification | $500.00 per project element modified |18. Table 18¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 214
| Fee | |
|---|---|
| Administrative modification | No fee |
| Minor technical modification | $500.00 per project element modified |
Source context and notes
| Verification based on calculation | 25 percent of original verification application fee | | Verification of the riparian zone alone | $240.00 | | Verification of the inundation risk zone alone | $240.00 | | Authorization pursuant to a general permit | $240.00 | | Individual permit | 25 percent of original individual permit application fee | Modification of a verification, authorization pursuant to a general permit, or individual permit pursuant to N.J.A.C. 7:13-22.6 | | Fee | | --- | --- | | Administrative modification | No fee | | Minor technical modification | $500.00 per project element modified |19. Table 19¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 215
| Major technical modification | 30 percent of the original permit application fee or $500.00, whichever is greater |
|---|---|
Source context and notes
| Major technical modification | 30 percent of the original permit application fee or $500.00, whichever is greater | | --- | --- | Additional application fee for stormwater review if a project is a “major development” pursuant to the Stormwater Management Rules (see N.J.A.C. 7:8-1.2)³ | Stormwater Review Element | Fee | | --- | --- | | Base fee for any major development | $3,000 | | Additional fee for review of groundwater recharge calculations (see N.J.A.C. 7:8-5.4) | $250.00 per acre of land disturbed by the project (or fraction thereof) | | Additional fee for review of runoff quantity calculations (see N.J.A.C. 7:8-5.6) | $250.00 per acre of land disturbed by the project (or fraction thereof) | | Additional fee for review of water quality calculations (see N.J.A.C. 7:8-5.5) | $250.00 per acre of regulated motor vehicle surface subject to water quality review (or fraction thereof) | | Modification of previously reviewed stormwater calculations | 30 percent of the original stormwater fee | ¹ This fee does not apply for any application associated with the construction of one single-family home or duplex, which is not being constructed as part of a residential subdivision or multi-unit development, or for the construction of an addition or accessory structure to a single-family home or duplex.20. Table 20¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 215
| Stormwater Review Element | Fee |
|---|---|
| Base fee for any major development | $3,000 |
| Additional fee for review of groundwater recharge calculations (see N.J.A.C. 7:8-5.4) | $250.00 per acre of land disturbed by the project (or fraction thereof) |
| Additional fee for review of runoff quantity calculations (see N.J.A.C. 7:8-5.6) | $250.00 per acre of land disturbed by the project (or fraction thereof) |
| Additional fee for review of water quality calculations (see N.J.A.C. 7:8-5.5) | $250.00 per acre of regulated motor vehicle surface subject to water quality review (or fraction thereof) |
| Modification of previously reviewed stormwater calculations | 30 percent of the original stormwater fee |
Source context and notes
| Major technical modification | 30 percent of the original permit application fee or $500.00, whichever is greater | | --- | --- | Additional application fee for stormwater review if a project is a “major development” pursuant to the Stormwater Management Rules (see N.J.A.C. 7:8-1.2)³ | Stormwater Review Element | Fee | | --- | --- | | Base fee for any major development | $3,000 | | Additional fee for review of groundwater recharge calculations (see N.J.A.C. 7:8-5.4) | $250.00 per acre of land disturbed by the project (or fraction thereof) | | Additional fee for review of runoff quantity calculations (see N.J.A.C. 7:8-5.6) | $250.00 per acre of land disturbed by the project (or fraction thereof) | | Additional fee for review of water quality calculations (see N.J.A.C. 7:8-5.5) | $250.00 per acre of regulated motor vehicle surface subject to water quality review (or fraction thereof) | | Modification of previously reviewed stormwater calculations | 30 percent of the original stormwater fee | ¹ This fee does not apply for any application associated with the construction of one single-family home or duplex, which is not being constructed as part of a residential subdivision or multi-unit development, or for the construction of an addition or accessory structure to a single-family home or duplex. ² The length of the regulated water shall be measured along its centerline. The length of a regulated water in which no channel is discernible shall be determined by measuring along the approximate centerline of the regulated water. ³ The additional application fee for stormwater review set forth in this table shall not exceed $20,000.21. Table 24.5A¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 247
| Points | Base Penalty |
|---|---|
| 1-2 | $ 500 |
| 3-4 | $ 1,000 |
| 5 | $ 2,000 |
| 6 | $ 4,000 |
| 8 | $ 6,000 |
| 9 | $ 8,000 |
| 10 | $ 9,000 |
| 11-12 | $ 10,000 |
| 13-14 | $ 15,000 |
| 15-16 | $ 20,000 |
| 17 or more | $ 25,000 |
Source context and notes
(f) The Department shall sum the total points assigned according to the two factors at (e) above, and shall determine the base penalty amount per day using the following table: Table 24.5A Base Penalty Points Table | Points | Base Penalty | | --- | --- | | 1-2 | $ 500 | | 3-4 | $ 1,000 | | 5 | $ 2,000 | | 6 | $ 4,000 | | 8 | $ 6,000 | | 9 | $ 8,000 | | 10 | $ 9,000 | | 11-12 | $ 10,000 | | 13-14 | $ 15,000 | | 15-16 | $ 20,000 | | 17 or more | $ 25,000 | (g) The Department shall adjust the amount of the base penalty assessed pursuant to (f) above based upon the mitigating penalty component as calculated in Table 24.5B below, if applicable. 1. The Department shall multiply the base penalty dollar amount by the multiplier for either of the applicable mitigating factors in Table 24.5B below to obtain the mitigating penalty component. Where neither mitigating factor in Table 24.5B applies, the civil administrative penalty shall be the civil administrative base penalty determined pursuant to (f) above, unless adjusted pursuant to (h) below. Table 24.5B Mitigating Penalty Component22. Table 24.5B¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 247
| Mitigating Factor | Multiplier |
|---|---|
| Where the nature, timing, and effectiveness of any measures taken by the violator to remove the unauthorized regulated activities and to mitigate the effects of the violation for which the penalty is being assessed results in compliance within 30 calendar days of receipt of the notice of violation from the Department | 0.50 |
| Where a complete application is submitted within 30 calendar days of receipt of the notice of the violation from | 0.50 |
Source context and notes
(g) The Department shall adjust the amount of the base penalty assessed pursuant to (f) above based upon the mitigating penalty component as calculated in Table 24.5B below, if applicable. 1. The Department shall multiply the base penalty dollar amount by the multiplier for either of the applicable mitigating factors in Table 24.5B below to obtain the mitigating penalty component. Where neither mitigating factor in Table 24.5B applies, the civil administrative penalty shall be the civil administrative base penalty determined pursuant to (f) above, unless adjusted pursuant to (h) below. Table 24.5B Mitigating Penalty Component | Mitigating Factor | Multiplier | | --- | --- | | Where the nature, timing, and effectiveness of any measures taken by the violator to remove the unauthorized regulated activities and to mitigate the effects of the violation for which the penalty is being assessed results in compliance within 30 calendar days of receipt of the notice of violation from the Department | 0.50 | | Where a complete application is submitted within 30 calendar days of receipt of the notice of the violation from | 0.50 |23. Table 24.6¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 249
| SERIOUSNESS | |||
|---|---|---|---|
| Major | Moderate | Minor | |
| CONDUCT | |||
| Major | $ 25,000 | $ 15,000 | $ 10,000 |
| Moderate | $ 15,000 | $ 7,500 | $ 5,000 |
| Minor | $ 10,000 | $ 5,000 | $ 1,000 |
Source context and notes
the table below, based on the seriousness of the violation determined pursuant to (e) below and the conduct of the violator determined pursuant to (f) below. Table 24.6 Base Daily Penalty Matrix | | SERIOUSNESS | | | | --- | --- | --- | --- | | | Major | Moderate | Minor | | CONDUCT | | | | | Major | $ 25,000 | $ 15,000 | $ 10,000 | | Moderate | $ 15,000 | $ 7,500 | $ 5,000 | | Minor | $ 10,000 | $ 5,000 | $ 1,000 | (e) The seriousness of the violation shall be determined as major, moderate, or minor as follows: 1. Major seriousness shall apply to any violation which has caused or has the potential to cause serious harm to human health or safety, property, the environment, or the flood hazard area regulatory program, or seriously deviates from the applicable law and/or condition. "Serious deviations" include, but are not limited to, those violations which are in complete contravention of the law, requirement, and/or condition, and/or which severely impair or undermine the protection, operation, or intent of the law, requirement, or condition. Violations of "major" seriousness include, but are not limited to: i. Conducting any activity that adversely impacts flooding, flood potential, the flood hazard area habitat for threatened or endangered wildlife or plant species, the pattern of riparian zone vegetation, or water quality;24. Table 24.11¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 255
| Rule Citation | Violation Description | Type of Violation |
|---|---|---|
| N.J.A.C. 7:13-1.4(a)2ii | Failure of a delegated county governing body to uphold the requirements of this chapter | NM |
| N.J.A.C. 7:13-1.4(c) | Failure of a delegated county governing body to permanently retain a copy of all required documents that document that it has discharged its delegated duties | NM |
| N.J.A.C. 7:13-2.1(a) | Conducting regulated activities without prior Department approval | NM |
| N.J.A.C. 7:13-5.6 | Failure to record the metes and bounds description of a verified flood hazard area and/or floodway limit on the property deed within 90 calendar days of issuance of the verification | NM |
| N.J.A.C. 7:13-5.6 | Failure to submit proof to the Department of recording of the metes and bounds description of the verified flood hazard area and/or floodway limit on the property deed within 90 calendar days of issuance of the verification | M |
| N.J.A.C. 7:13-6.7, 7, 8, and 9 | Failure to comply with all conditions of a permit-by-registration, general permit-by-certification, or general permit, except as indicated directly below | NM |
| N.J.A.C. 7:13-8 and 9 | Failure to submit to the Department any documentation required by a general permit-by-certification or general permit | M |
| N.J.A.C. 7:13-10.3 | Failure to comply with all conditions of an individual permit except as indicated directly below | NM |
| N.J.A.C. 7:13-10, 11, and 12 | Failure to submit to the Department any documentation required by an individual permit | M |
| N.J.A.C. 7:13-13 | Failure to conduct mitigation as required by a Department approval or administrative order | NM |
Source context and notes
Table 24.11 | Rule Citation | Violation Description | Type of Violation | | --- | --- | --- | | N.J.A.C. 7:13-1.4(a)2ii | Failure of a delegated county governing body to uphold the requirements of this chapter | NM | | N.J.A.C. 7:13-1.4(c) | Failure of a delegated county governing body to permanently retain a copy of all required documents that document that it has discharged its delegated duties | NM | | N.J.A.C. 7:13-2.1(a) | Conducting regulated activities without prior Department approval | NM | | N.J.A.C. 7:13-5.6 | Failure to record the metes and bounds description of a verified flood hazard area and/or floodway limit on the property deed within 90 calendar days of issuance of the verification | NM | | N.J.A.C. 7:13-5.6 | Failure to submit proof to the Department of recording of the metes and bounds description of the verified flood hazard area and/or floodway limit on the property deed within 90 calendar days of issuance of the verification | M | | N.J.A.C. 7:13-6.7, 7, 8, and 9 | Failure to comply with all conditions of a permit-by-registration, general permit-by-certification, or general permit, except as indicated directly below | NM | | N.J.A.C. 7:13-8 and 9 | Failure to submit to the Department any documentation required by a general permit-by-certification or general permit | M | | N.J.A.C. 7:13-10.3 | Failure to comply with all conditions of an individual permit except as indicated directly below | NM | | N.J.A.C. 7:13-10, 11, and 12 | Failure to submit to the Department any documentation required by an individual permit | M | | N.J.A.C. 7:13-13 | Failure to conduct mitigation as required by a Department approval or administrative order | NM | 25525. Table 25¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 256
| N.J.A.C. 7:13-13 | Failure to comply with all conditions of a mitigation plan | NM |
|---|---|---|
| N.J.A.C. 7:13-14.1 | Failure to place land intended for mitigation within a conservation restriction | NM |
| N.J.A.C. 7:13-14.1 | Failure to submit proof that a conservation restriction has been recorded | M |
| N.J.A.C. 7:13-16.3 | Failure to comply with the terms of an emergency authorization, except as specified below | M |
| N.J.A.C. 7:13-16.3(e) and (h) | Failure to file a complete permit application and "as-built" site plans for completed activities authorized under an emergency authorization within 90 calendar days after verbal approval | NM |
| N.J.A.C. 7:13-16.3 | Undertaking emergency activities not authorized under N.J.A.C. 7:13-16.3; undertaking emergency activities that do not meet the design and construction standards of this chapter | NM |
| N.J.A.C. 7:13-18 | Submittal of false information by the applicant, its consultants and/or agents | NM |
| N.J.A.C. 7:13-18.2(k) | Failure to provide complete and accurate information of which an applicant or its agents are aware, or reasonably should have been aware | NM |
| N.J.A.C. 7:13-19 | Failure to provide timely public notice of an application | M |
| N.J.A.C. 7:13-22.5(g) | Failure to record a modified verification, authorization under a general permit, or individual permit | NM |
| N.J.A.C. 7:13-22.5(g) | Failure to provide proof that a modified verification, authorization under a general permit, or individual permit has been properly recorded | M |
Source context and notes
| N.J.A.C. 7:13-13 | Failure to comply with all conditions of a mitigation plan | NM | | --- | --- | --- | | N.J.A.C. 7:13-14.1 | Failure to place land intended for mitigation within a conservation restriction | NM | | N.J.A.C. 7:13-14.1 | Failure to submit proof that a conservation restriction has been recorded | M | | N.J.A.C. 7:13-16.3 | Failure to comply with the terms of an emergency authorization, except as specified below | M | | N.J.A.C. 7:13-16.3(e) and (h) | Failure to file a complete permit application and "as-built" site plans for completed activities authorized under an emergency authorization within 90 calendar days after verbal approval | NM | | N.J.A.C. 7:13-16.3 | Undertaking emergency activities not authorized under N.J.A.C. 7:13-16.3; undertaking emergency activities that do not meet the design and construction standards of this chapter | NM | | N.J.A.C. 7:13-18 | Submittal of false information by the applicant, its consultants and/or agents | NM | | N.J.A.C. 7:13-18.2(k) | Failure to provide complete and accurate information of which an applicant or its agents are aware, or reasonably should have been aware | NM | | N.J.A.C. 7:13-19 | Failure to provide timely public notice of an application | M | | N.J.A.C. 7:13-22.5(g) | Failure to record a modified verification, authorization under a general permit, or individual permit | NM | | N.J.A.C. 7:13-22.5(g) | Failure to provide proof that a modified verification, authorization under a general permit, or individual permit has been properly recorded | M | 25626. Table 26¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 257
| N.J.A.C. 7:13-22.6 | Failure to submit to the Department an application for modification of a general permit authorization or individual permit, should a permittee propose a change in the development | NM |
|---|---|---|
| N.J.A.C. 7:13-22.7 and 22.8 | Failure to comply with the terms of a suspension or termination notice | NM |
| N.J.A.C. 7:13-22.8(e) | Failure to properly remediate and restore impacts caused under a terminated permit or approval | NM |
Source context and notes
| N.J.A.C. 7:13-22.6 | Failure to submit to the Department an application for modification of a general permit authorization or individual permit, should a permittee propose a change in the development | NM | | --- | --- | --- | | N.J.A.C. 7:13-22.7 and 22.8 | Failure to comply with the terms of a suspension or termination notice | NM | | N.J.A.C. 7:13-22.8(e) | Failure to properly remediate and restore impacts caused under a terminated permit or approval | NM |27. Table 27¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 259
| WMA1 | CONTRIBUTORY DRAINAGE AREA2Shaded box indicates area in acres. Unshaded box indicates area in square miles. | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| FOR DRAINAGE AREAS UP TO THE FLOOD DEPTH IS SHOWN | ||||||||||||||
| 1 | 80 | 195 | 495 | 1.9 | 4.8 | 12.1 | 30.0 | |||||||
| 2 | 80 | 195 | 495 | 1.9 | 4.8 | 12.1 | 30.0 | |||||||
| 3 | 80 | 150 | 290 | 550 | 1.7 | 3.2 | 6.1 | 11.8 | 22.6 | 30.0 | ||||
| 4 | 70 | 130 | 235 | 430 | 1.2 | 2.3 | 4.1 | 7.6 | 13.9 | 25.4 | 30.0 | |||
| 5 | 95 | 255 | 1.0 | 2.8 | 7.3 | 19.2 | 30.0 | |||||||
| 6 | 85 | 280 | 1.4 | 4.7 | 15.3 | 30.0 | ||||||||
| 7 | 115 | 245 | 510 | 1.7 | 3.5 | 7.4 | 15.6 | 30.0 | ||||||
| 8 | 60 | 115 | 210 | 395 | 1.2 | 2.2 | 4.0 | 7.5 | 14.1 | 26.3 | 30.0 | |||
| 9 | 80 | 130 | 200 | 310 | 485 | 1.2 | 1.8 | 2.9 | 4.5 | 7.0 | 11 | 17.1 | 26.7 | |
| 10 | 70 | 110 | 165 | 255 | 390 | 605 | 1.5 | 2.2 | 3.4 | 5.3 | 8.2 | 12.6 | 19.4 | 30.0 |
| 11 | 80 | 145 | 265 | 490 | 1.4 | 2.6 | 4.8 | 8.8 | 16.1 | 30.0 | ||||
| 12 | 115 | 280 | 1.1 | 2.6 | 6.2 | 15.0 | 30.0 | |||||||
| 13 | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | |||||||
| 14 | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | |||||||
| 15 | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | |||||||
| 16 | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | |||||||
| 17 | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | |||||||
| 18 | 75 | 125 | 205 | 350 | 590 | 1.6 | 2.6 | 4.4 | 7.5 | 12.6 | 21.3 | 30.0 | ||
| 19 | 60 | 115 | 225 | 440 | 1.3 | 2.6 | 5.1 | 9.9 | 19.2 | 30.0 | ||||
| 20 | 60 | 115 | 225 | 440 | 1.3 | 2.6 | 5.1 | 9.9 | 19.2 | 30.0 | ||||
| DEPTH2(feet)→ | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 |
Source context and notes
| WMA1 | CONTRIBUTORY DRAINAGE AREA2Shaded box indicates area in acres. Unshaded box indicates area in square miles. | | | | | | | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | FOR DRAINAGE AREAS UP TO THE FLOOD DEPTH IS SHOWN | | | | | | | | | | | | | | | 1 | | 80 | 195 | 495 | 1.9 | 4.8 | 12.1 | 30.0 | | | | | | | | 2 | | 80 | 195 | 495 | 1.9 | 4.8 | 12.1 | 30.0 | | | | | | | | 3 | | | 80 | 150 | 290 | 550 | 1.7 | 3.2 | 6.1 | 11.8 | 22.6 | 30.0 | | | | 4 | | 70 | 130 | 235 | 430 | 1.2 | 2.3 | 4.1 | 7.6 | 13.9 | 25.4 | 30.0 | | | | 5 | | 95 | 255 | 1.0 | 2.8 | 7.3 | 19.2 | 30.0 | | | | | | | | 6 | | | | 85 | 280 | 1.4 | 4.7 | 15.3 | 30.0 | | | | | | | 7 | | | | | | | 115 | 245 | 510 | 1.7 | 3.5 | 7.4 | 15.6 | 30.0 | | 8 | | 60 | 115 | 210 | 395 | 1.2 | 2.2 | 4.0 | 7.5 | 14.1 | 26.3 | 30.0 | | | | 9 | | 80 | 130 | 200 | 310 | 485 | 1.2 | 1.8 | 2.9 | 4.5 | 7.0 | 11 | 17.1 | 26.7 | | 10 | 70 | 110 | 165 | 255 | 390 | 605 | 1.5 | 2.2 | 3.4 | 5.3 | 8.2 | 12.6 | 19.4 | 30.0 | | 11 | | 80 | 145 | 265 | 490 | 1.4 | 2.6 | 4.8 | 8.8 | 16.1 | 30.0 | | | | | 12 | | | | 115 | 280 | 1.1 | 2.6 | 6.2 | 15.0 | 30.0 | | | | | | 13 | | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | | | | | | | | 14 | | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | | | | | | | | 15 | | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | | | | | | | | 16 | | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | | | | | | | | 17 | | 85 | 210 | 530 | 2.1 | 5.1 | 12.7 | 30.0 | | | | | | | | 18 | 75 | 125 | 205 | 350 | 590 | 1.6 | 2.6 | 4.4 | 7.5 | 12.6 | 21.3 | 30.0 | | | | 19 | 60 | 115 | 225 | 440 | 1.3 | 2.6 | 5.1 | 9.9 | 19.2 | 30.0 | | | | | | 20 | 60 | 115 | 225 | 440 | 1.3 | 2.6 | 5.1 | 9.9 | 19.2 | 30.0 | | | | | | DEPTH2(feet)→ | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | TABLE 1 APPROXIMATE FLOOD DEPHS ABOVE AVERAGE STREAMBED ELEVATION {SEE N.J.A.C. 7:13-3.5}28. Table 28¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 265
| Atlantic County | ||
|---|---|---|
| Municipality | Name of Studied Water | Section Studied |
| Absecon City | None | N/A |
| Atlantic City | None | N/A |
| Brigantine City | None | N/A |
| Buena Borough | None | N/A |
| Buena Vista Township | None | N/A |
| Corbin City | Tuckahoe River | Entire reach |
| Egg Harbor City | Landing Creek | Upstream of confluence with Union Creek |
| Mullica River | Entire reach | |
| Union Creek | Upstream of confluence with Landing Creek | |
| Union Creek Tributary | Entire reach | |
| Egg Harbor Township | None | N/A |
| Estell Manor City | None | N/A |
| Folsom Borough | Great Egg Harbor River | Upstream of State Highway 54 |
| Great Egg Harbor | Entire reach |
Source context and notes
# APPENDIX 2 # LIST OF DEPARTMENT DELINEATED WATERS The following table lists the waters for which the Department has promulgated a delineation of the flood hazard area. This list is organized by county and municipality. In most cases the delineation includes both the climate-adjusted flood elevation and the floodway limit. To determine which mapping is available for a particular water, or to obtain copies of maps or other information regarding the use or revision of these studies, contact the Department as described at N.J.A.C. 7:13-3.5. | Atlantic County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Absecon City | None | N/A | | Atlantic City | None | N/A | | Brigantine City | None | N/A | | Buena Borough | None | N/A | | Buena Vista Township | None | N/A | | Corbin City | Tuckahoe River | Entire reach | | Egg Harbor City | Landing Creek | Upstream of confluence with Union Creek | | | Mullica River | Entire reach | | | Union Creek | Upstream of confluence with Landing Creek | | | Union Creek Tributary | Entire reach | | Egg Harbor Township | None | N/A | | Estell Manor City | None | N/A | | Folsom Borough | Great Egg Harbor River | Upstream of State Highway 54 | | | Great Egg Harbor | Entire reach |29. Table 29¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 266
| River Tributary Hospitality Brook |
Upstream of State Highway 54 |
|
|---|---|---|
| Galloway Township | None | N/A |
| Hamilton Township | None | N/A |
| Hammonton Township | Cedar Brook | Between Wharton State Forest and Liberty Street |
| Linwood City | None | N/A |
| Longport Borough | None | N/A |
| Margate City | None | N/A |
| Mullica Township | Mullica River | Downstream of County Route 542 |
| Northfield City | None | N/A |
| Pleasantville City | None | N/A |
| Port Republic City | None | N/A |
| Somers Point City | None | N/A |
| Ventnor City | None | N/A |
| Weymouth Township | None | N/A |
| Bergen County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Allendale Borough | None | N/A |
| Alpine Borough | None | N/A |
| Bergenfield Borough | Hirschfield Brook | Entire reach |
| Hirschfield Brook Tributary |
Entire reach | |
| Bogota Borough | Hackensack River | Entire reach |
| Carlstadt Borough | None | N/A |
| Cliffside Park Borough | None | N/A |
Source context and notes
| | River TributaryHospitality Brook | Upstream of State
Highway 54 | | --- | --- | --- | | Galloway Township | None | N/A | | Hamilton Township | None | N/A | | Hammonton Township | Cedar Brook | Between Wharton State
Forest and Liberty Street | | Linwood City | None | N/A | | Longport Borough | None | N/A | | Margate City | None | N/A | | Mullica Township | Mullica River | Downstream of County
Route 542 | | Northfield City | None | N/A | | Pleasantville City | None | N/A | | Port Republic City | None | N/A | | Somers Point City | None | N/A | | Ventnor City | None | N/A | | Weymouth Township | None | N/A | | Bergen County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Allendale Borough | None | N/A | | Alpine Borough | None | N/A | | Bergenfield Borough | Hirschfield Brook | Entire reach | | | Hirschfield Brook
Tributary | Entire reach | | Bogota Borough | Hackensack River | Entire reach | | Carlstadt Borough | None | N/A | | Cliffside Park Borough | None | N/A |
30. Table 30¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 267
| Closter Borough | Dwars Kill | Downstream of Piermont Road |
|---|---|---|
| Kips Brook | Entire reach | |
| Oradell Reservoir | Entire reach | |
| Steinals Ditch | Entire reach | |
| Tenakill Brook | Entire reach | |
| Cresskill Borough | Cresskill Brook | Entire reach |
| Demarest Brook | Entire reach | |
| Tenakill Brook | Entire reach | |
| Demarest Borough | Cresskill Brook | Downstream of County Road |
| Demarest Brook | Downstream of County Road | |
| Tenakill Brook | Entire reach | |
| Dumont Borough | Hirschfield Brook | Entire reach |
| Hirschfield Brook Tributary | Downstream of Rucereto Avenue | |
| Elmwood Park Borough | Passaic River | Entire reach |
| East Rutherford Borough | Passaic River | Entire reach |
| Edgewater Borough | None | N/A |
| Emerson Borough | Haunsmans Ditch | Downstream of Orchard Avenue |
| Musquapsink Brook | Entire reach | |
| Oradell Reservoir | Entire reach | |
| Pascack Brook | Entire reach | |
| Englewood City | Flat Rock Brook | Downstream of Flatbrook Nature Center |
| Metzlers Creek | Entire reach |
Source context and notes
| Closter Borough | Dwars Kill | Downstream of Piermont Road | | --- | --- | --- | | | Kips Brook | Entire reach | | | Oradell Reservoir | Entire reach | | | Steinals Ditch | Entire reach | | | Tenakill Brook | Entire reach | | Cresskill Borough | Cresskill Brook | Entire reach | | | Demarest Brook | Entire reach | | | Tenakill Brook | Entire reach | | Demarest Borough | Cresskill Brook | Downstream of County Road | | | Demarest Brook | Downstream of County Road | | | Tenakill Brook | Entire reach | | Dumont Borough | Hirschfield Brook | Entire reach | | | Hirschfield Brook Tributary | Downstream of Rucereto Avenue | | Elmwood Park Borough | Passaic River | Entire reach | | East Rutherford Borough | Passaic River | Entire reach | | Edgewater Borough | None | N/A | | Emerson Borough | Haunsmans Ditch | Downstream of Orchard Avenue | | | Musquapsink Brook | Entire reach | | | Oradell Reservoir | Entire reach | | | Pascack Brook | Entire reach | | Englewood City | Flat Rock Brook | Downstream of Flatbrook Nature Center | | | Metzlers Creek | Entire reach | 26731. Table 31¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 268
| Overpeck Creek | Entire reach | |
|---|---|---|
| Overpeck Creek Tributary 1 |
Downstream of a point located 350 feet downstream of Forest Avenue | |
| Englewood Cliffs Borough | None | N/A |
| Fair Lawn Borough | Beaverdam Brook | Downstream of a point located 1,050 feet upstream of Morlot Avenue |
| Diamond Brook | Entire reach | |
| Henderson Brook | Downstream of New Jersey Transit Railroad | |
| Jordan Brook | Downstream of Berdan Avenue | |
| Passaic River | Entire reach | |
| Saddle River | Entire reach | |
| Fairview Borough | Wolf Creek | Downstream of a point located 1,250 feet upstream of South Broad Avenue |
| Fort Lee Borough | None | N/A |
| Franklin Lakes Borough | Hohokus Brook | Downstream of a point located 400 feet upstream of Old Mill Drive |
| Pond Brook | Downstream of Franklin Lake | |
| Garfield City | Passaic River | Entire reach |
| Saddle River | Entire reach | |
| Glen Rock Borough | Diamond Brook | Entire reach |
| Hohokus Brook | Entire reach |
Source context and notes
| | Overpeck Creek | Entire reach | | --- | --- | --- | | | Overpeck CreekTributary 1 | Downstream of a point located 350 feet downstream of Forest Avenue | | Englewood Cliffs Borough | None | N/A | | Fair Lawn Borough | Beaverdam Brook | Downstream of a point located 1,050 feet upstream of Morlot Avenue | | | Diamond Brook | Entire reach | | | Henderson Brook | Downstream of New Jersey Transit Railroad | | | Jordan Brook | Downstream of Berdan Avenue | | | Passaic River | Entire reach | | | Saddle River | Entire reach | | Fairview Borough | Wolf Creek | Downstream of a point located 1,250 feet upstream of South Broad Avenue | | Fort Lee Borough | None | N/A | | Franklin Lakes Borough | Hohokus Brook | Downstream of a point located 400 feet upstream of Old Mill Drive | | | Pond Brook | Downstream of Franklin Lake | | Garfield City | Passaic River | Entire reach | | | Saddle River | Entire reach | | Glen Rock Borough | Diamond Brook | Entire reach | | | Hohokus Brook | Entire reach | 268
32. Table 32¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 269
| Saddle River | Entire reach | |
|---|---|---|
| Hackensack City | Coles Brook | Along municipal boundary with Paramus Borough, Bergen County |
| Hackensack River | Entire reach | |
| Harrington Park Borough | Blanch Brook | Downstream of a point located 50 feet downstream of Blanch Avenue |
| Dorotockeys Run | Entire reach | |
| Hackensack River | Entire reach | |
| Oradell Reservoir | Entire reach | |
| Pascack Brook | Entire reach | |
| Tappan Run | Entire reach | |
| Hasbrouck Heights Borough | None | N/A |
| Haworth Borough | Charles Brook | Downstream of Delaware Avenue |
| Goffle Brook | Entire reach | |
| Kips Brook | Downstream of a point located 1,750 feet upstream of Haworth Avenue | |
| Oradell Reservoir | Entire reach | |
| Steinal Ditch | Entire reach | |
| Hillsdale Borough | Hillsdale Brook | Entire reach |
| Holdrum Brook | Entire reach | |
| Musquapsink Brook | Entire reach | |
| Pascack Brook | Entire reach |
Source context and notes
| | Saddle River | Entire reach | | --- | --- | --- | | Hackensack City | Coles Brook | Along municipal boundary with Paramus Borough, Bergen County | | | Hackensack River | Entire reach | | Harrington Park Borough | Blanch Brook | Downstream of a point located 50 feet downstream of Blanch Avenue | | | Dorotockeys Run | Entire reach | | | Hackensack River | Entire reach | | | Oradell Reservoir | Entire reach | | | Pascack Brook | Entire reach | | | Tappan Run | Entire reach | | Hasbrouck Heights Borough | None | N/A | | Haworth Borough | Charles Brook | Downstream of Delaware Avenue | | | Goffle Brook | Entire reach | | | Kips Brook | Downstream of a point located 1,750 feet upstream of Haworth Avenue | | | Oradell Reservoir | Entire reach | | | Steinal Ditch | Entire reach | | Hillsdale Borough | Hillsdale Brook | Entire reach | | | Holdrum Brook | Entire reach | | | Musquapsink Brook | Entire reach | | | Pascack Brook | Entire reach | 26933. Table 33¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 270
| Tandy Brook | Downstream of Pascack Road | |
|---|---|---|
| Township Brook | Entire reach | |
| Ho-Ho-Kus Borough | Hohokus Brook | Entire reach |
| Leonia Borough | Flat Rock Brook | Entire reach |
| Overpeck Creek | Entire reach | |
| Little Ferry Borough | Hackensack River | Entire reach |
| Overpeck Creek | Entire reach | |
| Lodi Borough | Saddle River | Entire reach |
| Lyndhurst Township | Passaic River | Entire reach |
| Mahwah Township | Hohokus Brook | Along municipal boundary with Franklin Lakes Borough, Bergen County |
| Mahwah River | Entire reach | |
| Masonicus Brook | Downstream of a point located 60 feet upstream of Constantine Drive | |
| Ramapo River | Entire reach | |
| Maywood Borough | None | N/A |
| Midland Park Borough | None | N/A |
| Montvale Borough | Bear Brook | Downstream of a point located 1,050 feet upstream of Grand Avenue |
| Cherry Brook | Entire reach | |
| Echo Glen Brook | Downstream of a point located 500 feet upstream of Akers Avenue |
Source context and notes
| | Tandy Brook | Downstream of Pascack Road | | --- | --- | --- | | | Township Brook | Entire reach | | Ho-Ho-Kus Borough | Hohokus Brook | Entire reach | | Leonia Borough | Flat Rock Brook | Entire reach | | | Overpeck Creek | Entire reach | | Little Ferry Borough | Hackensack River | Entire reach | | | Overpeck Creek | Entire reach | | Lodi Borough | Saddle River | Entire reach | | Lyndhurst Township | Passaic River | Entire reach | | Mahwah Township | Hohokus Brook | Along municipal boundary with Franklin Lakes Borough, Bergen County | | | Mahwah River | Entire reach | | | Masonicus Brook | Downstream of a point located 60 feet upstream of Constantine Drive | | | Ramapo River | Entire reach | | Maywood Borough | None | N/A | | Midland Park Borough | None | N/A | | Montvale Borough | Bear Brook | Downstream of a point located 1,050 feet upstream of Grand Avenue | | | Cherry Brook | Entire reach | | | Echo Glen Brook | Downstream of a point located 500 feet upstream of Akers Avenue | 27034. Table 34¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 271
| Fieldstone Brook | Downstream of Woodland Avenue | |
|---|---|---|
| Laurel Brook | Downstream of a point located 3,020 feet upstream of Mill Brook | |
| Mill Brook | Downstream of Summit Avenue | |
| Muddy Creek | Entire reach | |
| Pascack Brook | Entire reach | |
| Stateline Brook | Entire reach | |
| Moonachie Borough | Hackensack River | Entire reach |
| New Milford Borough | Frenchs Creek | Downstream of New Bridge Road |
| Hackensack River | Entire reach | |
| Hackensack River Bypass | Entire reach | |
| Hirschfield Brook | Entire reach | |
| North Arlington Borough | Passaic River | Entire reach |
| Northvale Borough | Sparkill Brook | Entire reach |
| Sparkill Creek | Entire reach | |
| Norwood Borough | Dwars Kill | Downstream of Piermont Road |
| Norwood Brook | Downstream of Broadway | |
| Oradell Reservoir | Entire reach | |
| Sparkill Brook | Downstream of Piermont Road |
Source context and notes
| | Fieldstone Brook | Downstream of Woodland Avenue | | --- | --- | --- | | | Laurel Brook | Downstream of a point located 3,020 feet upstream of Mill Brook | | | Mill Brook | Downstream of Summit Avenue | | | Muddy Creek | Entire reach | | | Pascack Brook | Entire reach | | | Stateline Brook | Entire reach | | Moonachie Borough | Hackensack River | Entire reach | | New Milford Borough | Frenchs Creek | Downstream of New Bridge Road | | | Hackensack River | Entire reach | | | Hackensack River Bypass | Entire reach | | | Hirschfield Brook | Entire reach | | North Arlington Borough | Passaic River | Entire reach | | Northvale Borough | Sparkill Brook | Entire reach | | | Sparkill Creek | Entire reach | | Norwood Borough | Dwars Kill | Downstream of Piermont Road | | | Norwood Brook | Downstream of Broadway | | | Oradell Reservoir | Entire reach | | | Sparkill Brook | Downstream of Piermont Road |35. Table 35¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 272
| Tappan Run | Downstream of a point located 1,200 feet upstream of Broadway | |
|---|---|---|
| Oakland Borough | Ramapo River | Entire reach |
| Old Tappan Borough | Hackensack River | Entire reach |
| Oradell Borough | Hackensack River | Entire reach |
| Hackensack River Bypass | Entire reach | |
| Oradell Reservoir | Entire reach | |
| Palisades Park Borough | Overpeck Creek | Entire reach |
| Paramus Borough | Behnke Brook | Downstream of Midland Avenue |
| Coles Brook | Entire reach | |
| Herring Brook | Downstream of a point located 125 feet upstream of State Highway 4 | |
| Mannings Brook | Downstream of a footbridge located near Van Binsberger Boulevard | |
| Saddle River | Entire reach | |
| Sprout Brook | Downstream of a point located 1,700 feet upstream of Sears Drive | |
| Van Saun Mill Brook | Downstream of a point located 1,100 feet upstream of Continental Avenue | |
| Park Ridge Borough | Bear Creek | Entire reach |
| Echo Glen Brook | Entire reach |
Source context and notes
| | Tappan Run | Downstream of a point located 1,200 feet upstream of Broadway | | --- | --- | --- | | Oakland Borough | Ramapo River | Entire reach | | Old Tappan Borough | Hackensack River | Entire reach | | Oradell Borough | Hackensack River | Entire reach | | | Hackensack River Bypass | Entire reach | | | Oradell Reservoir | Entire reach | | Palisades Park Borough | Overpeck Creek | Entire reach | | Paramus Borough | Behnke Brook | Downstream of Midland Avenue | | | Coles Brook | Entire reach | | | Herring Brook | Downstream of a point located 125 feet upstream of State Highway 4 | | | Mannings Brook | Downstream of a footbridge located near Van Binsberger Boulevard | | | Saddle River | Entire reach | | | Sprout Brook | Downstream of a point located 1,700 feet upstream of Sears Drive | | | Van Saun Mill Brook | Downstream of a point located 1,100 feet upstream of Continental Avenue | | Park Ridge Borough | Bear Creek | Entire reach | | | Echo Glen Brook | Entire reach | 27236. Table 36¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 273
| Hillsdale Brook | Downstream of New Street | |
|---|---|---|
| Holdrum Brook | Downstream of a point located 1,600 feet upstream of Rolling Hills Road | |
| Mill Brook | Entire reach | |
| Pascack Brook | Entire reach | |
| Ramsey Borough | Darlington Brook | Between a point located 750 feet downstream of the confluence with Darlington Brook Tributary and a point located 1,500 feet upstream of said confluence (along municipal boundary with Mahwah Township, Bergen County) |
| Darlington Brook Tributary | Entire reach | |
| Masonicus Brook | Entire reach | |
| Ramsey Brook | Downstream of a point located 550 feet upstream of State Highway 17 | |
| Valentine Brook | Downstream of Darlington Avenue | |
| Valentine Brook Tributary 1 | Downstream of Darlington Avenue | |
| Valentine Brook Tributary 2 | Downstream of East Main Street |
Source context and notes
| | Hillsdale Brook | Downstream of New Street | | --- | --- | --- | | | Holdrum Brook | Downstream of a point located 1,600 feet upstream of Rolling Hills Road | | | Mill Brook | Entire reach | | | Pascack Brook | Entire reach | | Ramsey Borough | Darlington Brook | Between a point located 750 feet downstream of the confluence with Darlington Brook Tributary and a point located 1,500 feet upstream of said confluence (along municipal boundary with Mahwah Township, Bergen County) | | | Darlington Brook Tributary | Entire reach | | | Masonicus Brook | Entire reach | | | Ramsey Brook | Downstream of a point located 550 feet upstream of State Highway 17 | | | Valentine Brook | Downstream of Darlington Avenue | | | Valentine Brook Tributary 1 | Downstream of Darlington Avenue | | | Valentine Brook Tributary 2 | Downstream of East Main Street | 27337. Table 37¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 274
| Ridgefield Borough | Bellmans Creek | Between Susquehanna Western Railroad and confluence with Wolf Creek |
|---|---|---|
| Hackensack River | Upstream of a point located 400 feet upstream of the New Jersey Turnpike | |
| Overpeck Creek | Entire reach | |
| Wolf Creek | Downstream of a point located 1,250 feet upstream of South Broad Avenue | |
| Ridgefield Park Village | Hackensack River | Entire reach |
| Overpeck Creek | Entire reach | |
| Ridgewood Village | Goffle Brook | Entire reach |
| Hohokus Brook | Entire reach | |
| Saddle River | Entire reach | |
| River Edge Borough | Coles Brook | Entire reach |
| Hackensack River | Entire reach | |
| Van Saun Mill Brook | Downstream of a point located 1,100 feet upstream of Continental Avenue | |
| River Vale Township | Cherry Brook | Entire reach |
| Hackensack River | Entire reach | |
| Hillsdale Brook | Entire reach | |
| Holdrum Brook | Downstream of a point located 1,600 feet upstream of Rolling Hills Road | |
| Pascack Brook | Entire reach |
Source context and notes
| Ridgefield Borough | Bellmans Creek | Between Susquehanna Western Railroad and confluence with Wolf Creek | | --- | --- | --- | | | Hackensack River | Upstream of a point located 400 feet upstream of the New Jersey Turnpike | | | Overpeck Creek | Entire reach | | | Wolf Creek | Downstream of a point located 1,250 feet upstream of South Broad Avenue | | Ridgefield Park Village | Hackensack River | Entire reach | | | Overpeck Creek | Entire reach | | Ridgewood Village | Goffle Brook | Entire reach | | | Hohokus Brook | Entire reach | | | Saddle River | Entire reach | | River Edge Borough | Coles Brook | Entire reach | | | Hackensack River | Entire reach | | | Van Saun Mill Brook | Downstream of a point located 1,100 feet upstream of Continental Avenue | | River Vale Township | Cherry Brook | Entire reach | | | Hackensack River | Entire reach | | | Hillsdale Brook | Entire reach | | | Holdrum Brook | Downstream of a point located 1,600 feet upstream of Rolling Hills Road | | | Pascack Brook | Entire reach | 27438. Table 38¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 275
| River Vale Brook | Downstream of a point located 250 feet upstream of Ridge Road | |
|---|---|---|
| Rochelle Park Township | Saddle River | Entire reach |
| Sprout Brook | Entire reach | |
| Rockleigh Borough | Sparkill Brook | Entire reach |
| Rutherford Borough | Passaic River | Entire reach |
| Saddle Brook Township | Coalberg Brook | Downstream of U.S. Highway 46 |
| Coalberg Brook Tributary | Downstream of U.S. Highway 46 | |
| Saddle River | Entire reach | |
| Saddle River Borough | None | N/A |
| South Hackensack Township | Hackensack River | Entire reach |
| Saddle River | Entire reach | |
| Teaneck Township | Frenchs Creek | Entire reach |
| Hackensack River | Entire reach | |
| Metzlers Creek | Entire reach | |
| Overpeck Creek | Entire reach | |
| Teaneck Creek | Downstream of a point located 2,000 feet upstream of Degraw Avenue | |
| Tenafly Borough | Tenakill Brook | Downstream of Norman Place |
| Teterboro Borough | None | N/A |
| Upper Saddle River Borough | None | N/A |
Source context and notes
| | River Vale Brook | Downstream of a point located 250 feet upstream of Ridge Road | | --- | --- | --- | | Rochelle Park Township | Saddle River | Entire reach | | | Sprout Brook | Entire reach | | Rockleigh Borough | Sparkill Brook | Entire reach | | Rutherford Borough | Passaic River | Entire reach | | Saddle Brook Township | Coalberg Brook | Downstream of U.S. Highway 46 | | | Coalberg Brook Tributary | Downstream of U.S. Highway 46 | | | Saddle River | Entire reach | | Saddle River Borough | None | N/A | | South Hackensack Township | Hackensack River | Entire reach | | | Saddle River | Entire reach | | Teaneck Township | Frenchs Creek | Entire reach | | | Hackensack River | Entire reach | | | Metzlers Creek | Entire reach | | | Overpeck Creek | Entire reach | | | Teaneck Creek | Downstream of a point located 2,000 feet upstream of Degraw Avenue | | Tenafly Borough | Tenakill Brook | Downstream of Norman Place | | Teterboro Borough | None | N/A | | Upper Saddle River Borough | None | N/A | 27539. Table 39¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 276
| Waldwick Borough | Hohokus Brook | Along municipal boundary with Ridgewood Village, Bergen County |
|---|---|---|
| Wallington Borough | Passaic River | Entire reach |
| Saddle River | Entire reach | |
| Washington Township | Musquapsink Brook | Entire reach |
| Musquapsink Brook Bypass | Downstream of Washington Lake | |
| Pine Brook | Downstream of a point located 175 feet upstream of Ridgewood Boulevard | |
| Westwood Borough | Musquapsink Brook | Entire reach |
| Pascack Brook | Entire reach | |
| Westdale Brook | Upstream 2,335 feet from Pascack Brook | |
| Woodcliff Lake Borough | Bear Brook | Entire reach |
| Hillsdale Brook | Downstream of New Street | |
| Musquapsink Brook | Downstream of Saddle River Road | |
| Pascack Brook | Entire reach | |
| Reservoir Brook | Downstream of Woodcliff Avenue | |
| Wood-Ridge Borough | Saddle River | Entire reach |
| Wyckoff Township | None | N/A |
| Burlington County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Bass River Township | None | N/A |
Source context and notes
| Waldwick Borough | Hohokus Brook | Along municipal boundary with Ridgewood Village, Bergen County | | --- | --- | --- | | Wallington Borough | Passaic River | Entire reach | | | Saddle River | Entire reach | | Washington Township | Musquapsink Brook | Entire reach | | | Musquapsink Brook Bypass | Downstream of Washington Lake | | | Pine Brook | Downstream of a point located 175 feet upstream of Ridgewood Boulevard | | Westwood Borough | Musquapsink Brook | Entire reach | | | Pascack Brook | Entire reach | | | Westdale Brook | Upstream 2,335 feet from Pascack Brook | | Woodcliff Lake Borough | Bear Brook | Entire reach | | | Hillsdale Brook | Downstream of New Street | | | Musquapsink Brook | Downstream of Saddle River Road | | | Pascack Brook | Entire reach | | | Reservoir Brook | Downstream of Woodcliff Avenue | | Wood-Ridge Borough | Saddle River | Entire reach | | Wyckoff Township | None | N/A | | Burlington County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Bass River Township | None | N/A |40. Table 40¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 277
| Beverly City | None | N/A |
|---|---|---|
| Bordentown City | Blacks Creek | Entire reach |
| Crosswicks Creek | Entire reach | |
| Bordentown Township | Blacks Creek | Downstream of U.S. Highway 206 |
| Crosswicks Creek | Entire reach | |
| Delaware River | Entire reach | |
| Delaware River Back Channel | Entire reach | |
| Burlington City | None | N/A |
| Burlington Township | Crosswicks Creek | Entire reach |
| Delaware River | Entire reach | |
| Mill Creek | Downstream of Interstate Highway 295 | |
| Chesterfield Township | None | N/A |
| Cinnaminson Township | None | N/A |
| Delanco Township | Delaware River | Entire reach |
| Rancocas Creek | Entire reach | |
| Delran Township | Rancocas Creek | Entire reach |
| Eastampton Township | North Branch Rancocas Creek | Entire reach |
| Edgewater Park Township | None | N/A |
| Evesham Township | Barton Run | Entire reach |
| Barton Run Tributary 1 | Downstream of New Road | |
| Barton Run Tributary 2 | Downstream of Taunton Lake Road |
Source context and notes
| Beverly City | None | N/A | | --- | --- | --- | | Bordentown City | Blacks Creek | Entire reach | | | Crosswicks Creek | Entire reach | | Bordentown Township | Blacks Creek | Downstream of U.S. Highway 206 | | | Crosswicks Creek | Entire reach | | | Delaware River | Entire reach | | | Delaware River Back Channel | Entire reach | | Burlington City | None | N/A | | Burlington Township | Crosswicks Creek | Entire reach | | | Delaware River | Entire reach | | | Mill Creek | Downstream of Interstate Highway 295 | | Chesterfield Township | None | N/A | | Cinnaminson Township | None | N/A | | Delanco Township | Delaware River | Entire reach | | | Rancocas Creek | Entire reach | | Delran Township | Rancocas Creek | Entire reach | | Eastampton Township | North Branch Rancocas Creek | Entire reach | | Edgewater Park Township | None | N/A | | Evesham Township | Barton Run | Entire reach | | | Barton Run Tributary 1 | Downstream of New Road | | | Barton Run Tributary 2 | Downstream of Taunton Lake Road |41. Table 41¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 278
| Black Run | Downstream of a private driveway located near Braddock Mill Road | |
|---|---|---|
| Black Run Tributary | Downstream of Braddock Mill Road | |
| Cropwell Brook | Downstream of North Cropwell Road | |
| Kettle Creek | Downstream of a point located 1,600 feet upstream of Hopewell Road | |
| South Branch Pennsauken Creek | Downstream of a point located 1,500 feet upstream of Old Marlton Pike | |
| Southwest Branch Rancocas Creek | Downstream of a point located 1,200 feet upstream of Bon Air Drive | |
| Fieldsboro Borough | Delaware River | Entire reach |
| Florence Township | Bustleton Creek | Downstream of U.S. Highway 130 |
| Crafts Creek | Downstream of U.S. Highway 130 | |
| Delaware River | Entire reach | |
| Delaware River Back Channel | Entire reach | |
| Hainesport Township | Masons Creek | Entire reach |
| North Branch Rancocas Creek | Entire reach | |
| South Branch Rancocas Creek | Entire reach |
Source context and notes
| | Black Run | Downstream of a private driveway located near Braddock Mill Road | | --- | --- | --- | | | Black Run Tributary | Downstream of Braddock Mill Road | | | Cropwell Brook | Downstream of North Cropwell Road | | | Kettle Creek | Downstream of a point located 1,600 feet upstream of Hopewell Road | | | South Branch Pennsauken Creek | Downstream of a point located 1,500 feet upstream of Old Marlton Pike | | | Southwest Branch Rancocas Creek | Downstream of a point located 1,200 feet upstream of Bon Air Drive | | Fieldsboro Borough | Delaware River | Entire reach | | Florence Township | Bustleton Creek | Downstream of U.S. Highway 130 | | | Crafts Creek | Downstream of U.S. Highway 130 | | | Delaware River | Entire reach | | | Delaware River Back Channel | Entire reach | | Hainesport Township | Masons Creek | Entire reach | | | North Branch Rancocas Creek | Entire reach | | | South Branch Rancocas Creek | Entire reach | 27842. Table 42¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 279
| Lumberton Township | Bobbys Run | Downstream of Newbolds Corner-Mount Holly Road |
|---|---|---|
| Little Creek | Entire reach | |
| Masons Creek | Downstream of Stacy Haines Road | |
| South Branch Rancocas Creek | Entire reach | |
| South Branch Rancocas Creek Tributary | Downstream of Stacy Haines Road | |
| Southwest Branch Rancocas Creek | Entire reach | |
| Mansfield Township | Crafts Creek | Downstream of U.S. Highway 130 |
| Delaware River Back Channel | Entire reach | |
| Maple Shade Township | None | N/A |
| Medford Township | Ballinger Run | Downstream of the head of Lake Stockwell |
| Ballinger Run Tributary | Downstream of a point located 90 feet upstream of Birchwood Drive | |
| Barton Run | Entire reach | |
| Barton Run Tributary 1 | Entire reach | |
| Blue Lake Run | Entire reach | |
| Haynes Creek | Entire reach | |
| Little Creek | Downstream of State Highway 70 |
Source context and notes
| Lumberton Township | Bobbys Run | Downstream of NewboldsCorner-Mount Holly Road | | --- | --- | --- | | | Little Creek | Entire reach | | | Masons Creek | Downstream of Stacy Haines Road | | | South Branch Rancocas Creek | Entire reach | | | South Branch Rancocas Creek Tributary | Downstream of Stacy Haines Road | | | Southwest Branch Rancocas Creek | Entire reach | | Mansfield Township | Crafts Creek | Downstream of U.S. Highway 130 | | | Delaware River Back Channel | Entire reach | | Maple Shade Township | None | N/A | | Medford Township | Ballinger Run | Downstream of the head of Lake Stockwell | | | Ballinger Run Tributary | Downstream of a point located 90 feet upstream of Birchwood Drive | | | Barton Run | Entire reach | | | Barton Run Tributary 1 | Entire reach | | | Blue Lake Run | Entire reach | | | Haynes Creek | Entire reach | | | Little Creek | Downstream of State Highway 70 | 279
43. Table 43¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 280
| Mimosa Lake Run | Downstream of Scout Drive | |
|---|---|---|
| Sharps Run | Downstream of Oliphants Mill-Hartford Road | |
| Skeet Run | Downstream of Hawkin Road | |
| Southwest Branch Rancocas Creek | Entire reach | |
| Taunton Lake Tributary | Downstream of Centennial Avenue | |
| Medford Lakes Borough | Ballinger Run | Entire reach |
| Lake Mishe-Mokwa Run | Downstream of Hiawatha Trail | |
| Moorestown Township | Rancocas Creek | Entire reach |
| Mount Holly Township | Buttonwood Run | Downstream of Branch Street |
| Mill Race | Entire reach | |
| Mount Holly By-Pass | Entire reach | |
| North Branch Rancocas Creek | Entire reach | |
| Mount Laurel Township | Masons Creek | Entire reach |
| Rancocas Creek | Downstream of the confluence of the North and South Branches | |
| South Branch Rancocas Creek | Entire reach | |
| New Hanover Township | None | N/A |
| North Hanover Township | None | N/A |
| Palmyra Borough | None | N/A |
Source context and notes
| | Mimosa Lake Run | Downstream of Scout Drive | | --- | --- | --- | | | Sharps Run | Downstream of Oliphants Mill-Hartford Road | | | Skeet Run | Downstream of Hawkin Road | | | Southwest Branch Rancocas Creek | Entire reach | | | Taunton Lake Tributary | Downstream of Centennial Avenue | | Medford Lakes Borough | Ballinger Run | Entire reach | | | Lake Mishe-Mokwa Run | Downstream of Hiawatha Trail | | Moorestown Township | Rancocas Creek | Entire reach | | Mount Holly Township | Buttonwood Run | Downstream of Branch Street | | | Mill Race | Entire reach | | | Mount Holly By-Pass | Entire reach | | | North Branch Rancocas Creek | Entire reach | | Mount Laurel Township | Masons Creek | Entire reach | | | Rancocas Creek | Downstream of the confluence of the North and South Branches | | | South Branch Rancocas Creek | Entire reach | | New Hanover Township | None | N/A | | North Hanover Township | None | N/A | | Palmyra Borough | None | N/A | 28044. Table 44¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 281
| Pemberton Borough | Budds Run | Downstream of a point located 850 feet upstream of Hanover Street |
|---|---|---|
| North Branch Rancocas Creek | Entire reach | |
| Pemberton Township | Baffin Brook | Downstream of Upton Station-Whitesbogs Road |
| Budds Run | Downstream of a point located 850 feet upstream of Hanover Street | |
| County Lake Tributary | Downstream of Upton Station-Whitesbogs Road | |
| Cranberry Branch | Downstream of Lakehurst Road | |
| Jefferson Lake | Upstream of Oregon Trail | |
| Little Pine Lake | Entire reach | |
| Mirror Lake | Upstream 11,600 feet from Lakehurst Road | |
| Mount Misery Creek | Downstream of a point located 1,300 feet upstream of Greenwood Bridge Road | |
| North Branch Rancocas Creek | Downstream of Mirror Lake | |
| Ong Run | Upstream 4,230 feet from Little Pine Lake | |
| Pole Bridge Branch | Between County Lakes Spillway and Whitesbogs Road |
Source context and notes
| Pemberton Borough | Budds Run | Downstream of a point located 850 feet upstream of Hanover Street | | --- | --- | --- | | | North Branch Rancocas Creek | Entire reach | | Pemberton Township | Baffin Brook | Downstream of Upton Station-Whitesbogs Road | | | Budds Run | Downstream of a point located 850 feet upstream of Hanover Street | | | County Lake Tributary | Downstream of Upton Station-Whitesbogs Road | | | Cranberry Branch | Downstream of Lakehurst Road | | | Jefferson Lake | Upstream of Oregon Trail | | | Little Pine Lake | Entire reach | | | Mirror Lake | Upstream 11,600 feet from Lakehurst Road | | | Mount Misery Creek | Downstream of a point located 1,300 feet upstream of Greenwood Bridge Road | | | North Branch Rancocas Creek | Downstream of Mirror Lake | | | Ong Run | Upstream 4,230 feet from Little Pine Lake | | | Pole Bridge Branch | Between County Lakes Spillway and Whitesbogs Road | 28145. Table 45¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 282
| Pole Bridge Branch Tributary |
Downstream of Lakehurst Road | |
|---|---|---|
| Riverside Township | Rancocas Creek | Entire reach |
| Riverton Borough | None | N/A |
| Shamong Township | None | N/A |
| Southampton Township | Beaverdam Creek | Downstream of U.S. Highway 206 |
| Friendship Creek | Downstream of State Highway 70 | |
| Jade Run | Entire reach | |
| Little Creek | Downstream of a point located 2,000 feet upstream of Ridge Road | |
| North Branch Rancocas Creek | Entire reach | |
| South Branch Rancocas Creek | Downstream of Bed Beg Hill Road | |
| Springfield Township | None | N/A |
| Tabernacle Township | None | N/A |
| Washington Township | Mullica River | Downstream of County Route 542 |
| Westampton Township | Assiskunk Creek Tributary |
Downstream of a point located 1,280 feet upstream of Oxmead Road |
| Mill Creek | Downstream of Interstate Highway 295 | |
| Mill Creek Tributary | Downstream of Woodlane Road |
Source context and notes
| | Pole Bridge BranchTributary | Downstream of Lakehurst Road | | --- | --- | --- | | Riverside Township | Rancocas Creek | Entire reach | | Riverton Borough | None | N/A | | Shamong Township | None | N/A | | Southampton Township | Beaverdam Creek | Downstream of U.S. Highway 206 | | | Friendship Creek | Downstream of State Highway 70 | | | Jade Run | Entire reach | | | Little Creek | Downstream of a point located 2,000 feet upstream of Ridge Road | | | North Branch Rancocas Creek | Entire reach | | | South Branch Rancocas Creek | Downstream of Bed Beg Hill Road | | Springfield Township | None | N/A | | Tabernacle Township | None | N/A | | Washington Township | Mullica River | Downstream of County Route 542 | | Westampton Township | Assiskunk Creek
Tributary | Downstream of a point located 1,280 feet upstream of Oxmead Road | | | Mill Creek | Downstream of Interstate Highway 295 | | | Mill Creek Tributary | Downstream of Woodlane Road | 282
46. Table 46¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 283
| Rancocas Creek | Downstream of the confluence of the North and South Branches | |
|---|---|---|
| North Branch Rancocas Creek | Entire reach | |
| Willingboro Township | Mill Creek | Entire reach |
| Rancocas Creek | Entire reach | |
| South Branch Mill Creek | Downstream of Kennedy Parkway | |
| Woodland Township | Bisphams Mill Creek | Between State Highway 70 and Cooper Road |
| Burrs Mill Brook | Between a point located 9,350 feet upstream of Burrs Mill Road and a point located 17,150 feet upstream of Burrs Mill Road | |
| Shinns Branch | Downstream of Lebanon State Forest | |
| West Branch Wading River | Between County Route 532 and Lebanon State Forest | |
| Wrightstown Borough | None | N/A |
| Camden County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Audubon Borough | None | N/A |
| Audubon Park Borough | None | N/A |
| Barrington Borough | None | N/A |
Source context and notes
| | Rancocas Creek | Downstream of the confluence of the North and South Branches | | --- | --- | --- | | | North Branch Rancocas Creek | Entire reach | | Willingboro Township | Mill Creek | Entire reach | | | Rancocas Creek | Entire reach | | | South Branch Mill Creek | Downstream of Kennedy Parkway | | Woodland Township | Bisphams Mill Creek | Between State Highway 70 and Cooper Road | | | Burrs Mill Brook | Between a point located 9,350 feet upstream of Burrs Mill Road and a point located 17,150 feet upstream of Burrs Mill Road | | | Shinns Branch | Downstream of Lebanon State Forest | | | West Branch Wading River | Between County Route 532 and Lebanon State Forest | | Wrightstown Borough | None | N/A | | Camden County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Audubon Borough | None | N/A | | Audubon Park Borough | None | N/A | | Barrington Borough | None | N/A |47. Table 47¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 284
| Bellmawr Borough | Big Timber Creek | Upstream of Interstate Highway 295 |
|---|---|---|
| Berlin Borough | None | N/A |
| Berlin Township | None | N/A |
| Brooklawn Borough | None | N/A |
| Camden City | None | N/A |
| Cherry Hill Township | South Branch Pennsauken Creek |
Between the municipal boundary of Evesham Township and Mount Laurel Township, Burlington County, and a point located 1,500 feet upstream of Old Marlton Pike |
| Chesilhurst Borough | None | N/A |
| Clementon Borough | None | N/A |
| Collingswood Borough | None | N/A |
| Gibbsboro Borough | None | N/A |
| Gloucester Township | Big Timber Creek South Branch Big Timber Creek |
Entire reach Downstream of the head of Blackwood Lake, and also between a point located 2,800 feet downstream of Main Street and a point located 50 feet upstream of Redwood Street |
| Gloucester City | None | N/A |
| Haddon Township | None | N/A |
| Haddonfield Borough | None | N/A |
Source context and notes
| Bellmawr Borough | Big Timber Creek | Upstream of Interstate Highway 295 | | --- | --- | --- | | Berlin Borough | None | N/A | | Berlin Township | None | N/A | | Brooklawn Borough | None | N/A | | Camden City | None | N/A | | Cherry Hill Township | South BranchPennsauken Creek | Between the municipal boundary of Evesham Township and Mount Laurel Township, Burlington County, and a point located 1,500 feet upstream of Old Marlton Pike | | Chesilhurst Borough | None | N/A | | Clementon Borough | None | N/A | | Collingswood Borough | None | N/A | | Gibbsboro Borough | None | N/A | | Gloucester Township | Big Timber Creek
South Branch Big Timber Creek | Entire reach
Downstream of the head of Blackwood Lake, and also between a point located 2,800 feet downstream of Main Street and a point located 50 feet upstream of Redwood Street | | Gloucester City | None | N/A | | Haddon Township | None | N/A | | Haddonfield Borough | None | N/A | 284
48. Table 48¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 285
| Haddon Heights Borough | None | N/A |
|---|---|---|
| Hi-Nella Borough | None | N/A |
| Laurel Springs Borough | None | N/A |
| Lawnside Borough | None | N/A |
| Lindenwold Borough | None | N/A |
| Magnolia Borough | None | N/A |
| Merchantville Borough | None | N/A |
| Mount Ephraim Borough | None | N/A |
| Oaklyn Borough | None | N/A |
| Pennsauken Township | None | N/A |
| Pine Hill Borough | None | N/A |
| Pine Valley Borough | None | N/A |
| Runnemede Borough | Big Timber Creek | Entire reach |
| Somerdale Borough | None | N/A |
| Stratford Borough | None | N/A |
| Tavistock Borough | None | N/A |
| Voorhees Township | None | N/A |
| Waterford Township | None | N/A |
| Winslow Township | Fourmile Branch | Downstream of a point located 900 feet upstream of an unimproved access road near the Atlantic City Expressway |
| Great Egg Harbor River | Between New Brooklyn-Cedarbrook Road and Conrail Railroad |
Source context and notes
| Haddon Heights Borough | None | N/A | | --- | --- | --- | | Hi-Nella Borough | None | N/A | | Laurel Springs Borough | None | N/A | | Lawnside Borough | None | N/A | | Lindenwold Borough | None | N/A | | Magnolia Borough | None | N/A | | Merchantville Borough | None | N/A | | Mount Ephraim Borough | None | N/A | | Oaklyn Borough | None | N/A | | Pennsauken Township | None | N/A | | Pine Hill Borough | None | N/A | | Pine Valley Borough | None | N/A | | Runnemede Borough | Big Timber Creek | Entire reach | | Somerdale Borough | None | N/A | | Stratford Borough | None | N/A | | Tavistock Borough | None | N/A | | Voorhees Township | None | N/A | | Waterford Township | None | N/A | | Winslow Township | Fourmile Branch | Downstream of a point located 900 feet upstream of an unimproved access road near the Atlantic City Expressway | | | Great Egg Harbor River | Between New Brooklyn-Cedarbrook Road and Conrail Railroad | 28549. Table 49¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 286
| Pump Branch | Between Waterford-Blue Anchor Road and Conrail Railroad (near the intersection of Old Egg Harbor Road and Steelton Road) | |
|---|---|---|
| Woodlynne Borough | None | N/A |
| Cape May County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Avalon Borough | None | N/A |
| Cape May City | None | N/A |
| Cape May Point Borough | None | N/A |
| Dennis Township | None | N/A |
| Lower Township | None | N/A |
| Middle Township | None | N/A |
| North Wildwood City | None | N/A |
| Ocean City | None | N/A |
| Sea Isle City | None | N/A |
| Stone Harbor Borough | None | N/A |
| Upper Township | Tuckahoe River | Downstream of the municipal boundary of Corbin City and Manor City, Atlantic County |
| West Cape May Borough | None | N/A |
| West Wildwood Borough | None | N/A |
| Wildwood City | None | N/A |
| Wildwood Crest Borough | None | N/A |
| Woodbine Borough | None | N/A |
Source context and notes
| | Pump Branch | Between Waterford-Blue Anchor Road and Conrail Railroad (near the intersection of Old Egg Harbor Road and Steelton Road) | | --- | --- | --- | | Woodlynne Borough | None | N/A | | Cape May County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Avalon Borough | None | N/A | | Cape May City | None | N/A | | Cape May Point Borough | None | N/A | | Dennis Township | None | N/A | | Lower Township | None | N/A | | Middle Township | None | N/A | | North Wildwood City | None | N/A | | Ocean City | None | N/A | | Sea Isle City | None | N/A | | Stone Harbor Borough | None | N/A | | Upper Township | Tuckahoe River | Downstream of the municipal boundary of Corbin City and Manor City, Atlantic County | | West Cape May Borough | None | N/A | | West Wildwood Borough | None | N/A | | Wildwood City | None | N/A | | Wildwood Crest Borough | None | N/A | | Woodbine Borough | None | N/A |50. Table 50¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 287
| Cumberland County | ||
|---|---|---|
| Municipality | Name of Studied Water | Section Studied |
| Bridgeton City | Cohansey River | Entire reach |
| Cohansey River Raceway | Entire reach | |
| Indian Fields Branch | Entire reach | |
| Jackson Run | Entire reach | |
| Commercial Township | Buckshutem Creek | Downstream of Buckshutem Road |
| Maurice River | Entire reach | |
| Deerfield Township | Maurice River | Entire reach |
| Downe Township | None | N/A |
| Fairfield Township | None | N/A |
| Greenwich Township | None | N/A |
| Hopewell Township | None | N/A |
| Lawrence Township | None | N/A |
| Maurice River Township | Manantico Creek | Downstream of State Highway 55 |
| Manumuskin River | Along municipal boundary with Vineland City, Cumberland County | |
| Maurice River | Entire reach | |
| Millville City | Buckshutem Creek | Downstream of Buckshutem Road |
| Manantico Creek | Downstream of State Highway 55 | |
| Maurice River | Entire reach |
Source context and notes
| Cumberland County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Bridgeton City | Cohansey River | Entire reach | | | Cohansey River Raceway | Entire reach | | | Indian Fields Branch | Entire reach | | | Jackson Run | Entire reach | | Commercial Township | Buckshutem Creek | Downstream of Buckshutem Road | | | Maurice River | Entire reach | | Deerfield Township | Maurice River | Entire reach | | Downe Township | None | N/A | | Fairfield Township | None | N/A | | Greenwich Township | None | N/A | | Hopewell Township | None | N/A | | Lawrence Township | None | N/A | | Maurice River Township | Manantico Creek | Downstream of State Highway 55 | | | Manumuskin River | Along municipal boundary with Vineland City, Cumberland County | | | Maurice River | Entire reach | | Millville City | Buckshutem Creek | Downstream of Buckshutem Road | | | Manantico Creek | Downstream of State Highway 55 | | | Maurice River | Entire reach |51. Table 51¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 288
| Petticoat Stream | Downstream of Tenth Street | |
|---|---|---|
| White Marsh Run | Downstream of Rieck Avenue | |
| Shiloh Borough | None | N/A |
| Stow Creek Township | None | N/A |
| Upper Deerfield Township | None | N/A |
| Vineland City | Blackwater Branch | Entire reach |
| Cedar Branch | Downstream of Maple Avenue | |
| Long Branch | Entire reach | |
| Manantico Creek | Between the Manantico Lake Dam and Italia Avenue | |
| Manumuskin River | Entire reach | |
| Maurice River | Downstream of the Willow Grove Lake Dam | |
| Piney Branch | Downstream of North Valley Avenue | |
| Scotland Run | Entire reach | |
| Essex County | ||
| Municipality | Name of Studied Water | Section Studied |
| Belleville Town | Passaic River | Entire reach |
| Second River | Entire reach | |
| Third River | Entire reach | |
| Bloomfield Town | Second River | Entire reach |
| Second River Tributary | Entire reach | |
| Third River | Entire reach |
Source context and notes
| | Petticoat Stream | Downstream of Tenth Street | | --- | --- | --- | | | White Marsh Run | Downstream of Rieck Avenue | | Shiloh Borough | None | N/A | | Stow Creek Township | None | N/A | | Upper Deerfield Township | None | N/A | | Vineland City | Blackwater Branch | Entire reach | | | Cedar Branch | Downstream of Maple Avenue | | | Long Branch | Entire reach | | | Manantico Creek | Between the Manantico Lake Dam and Italia Avenue | | | Manumuskin River | Entire reach | | | Maurice River | Downstream of the Willow Grove Lake Dam | | | Piney Branch | Downstream of North Valley Avenue | | | Scotland Run | Entire reach | | Essex County | | | | Municipality | Name of Studied Water | Section Studied | | Belleville Town | Passaic River | Entire reach | | | Second River | Entire reach | | | Third River | Entire reach | | Bloomfield Town | Second River | Entire reach | | | Second River Tributary | Entire reach | | | Third River | Entire reach | 28852. Table 52¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 289
| Caldwell Borough | None | N/A |
|---|---|---|
| Cedar Grove Township | Peckman River | Entire reach |
| Peckman River Tributary |
Downstream of a point located 90 feet upstream of State Highway 23 | |
| Taylor Brook | Downstream of Ridge Road | |
| East Orange City | Nishuane Brook | Entire reach |
| Second River Tributary |
Entire reach | |
| Essex Fells Borough | Pine Brook | Entire reach |
| Fairfield Township | Deepavaal Brook | Downstream of Clinton Road |
| Green Brook | Entire reach | |
| Passaic River | Entire reach | |
| Pine Brook | Entire reach | |
| Glen Ridge Borough | Nishuane Brook | Entire reach |
| Second River | Downstream of Hillside Avenue | |
| Irvington Town | Elizabeth River | Entire reach |
| Livingston Township | Bear Brook | Downstream of a point located 1,800 feet upstream of East Cedar Street |
| Canoe Brook | Downstream of a point located 300 feet downstream of Interstate Highway 280 | |
| Canoe Brook Tributary | Entire reach | |
| Passaic River | Entire reach |
Source context and notes
| Caldwell Borough | None | N/A | | --- | --- | --- | | Cedar Grove Township | Peckman River | Entire reach | | | Peckman RiverTributary | Downstream of a point located 90 feet upstream of State Highway 23 | | | Taylor Brook | Downstream of Ridge Road | | East Orange City | Nishuane Brook | Entire reach | | | Second River
Tributary | Entire reach | | Essex Fells Borough | Pine Brook | Entire reach | | Fairfield Township | Deepavaal Brook | Downstream of Clinton Road | | | Green Brook | Entire reach | | | Passaic River | Entire reach | | | Pine Brook | Entire reach | | Glen Ridge Borough | Nishuane Brook | Entire reach | | | Second River | Downstream of Hillside Avenue | | Irvington Town | Elizabeth River | Entire reach | | Livingston Township | Bear Brook | Downstream of a point located 1,800 feet upstream of East Cedar Street | | | Canoe Brook | Downstream of a point located 300 feet downstream of Interstate Highway 280 | | | Canoe Brook Tributary | Entire reach | | | Passaic River | Entire reach | 289
53. Table 53¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 290
| Slough Brook | Downstream of a point located 150 feet upstream of Irving Avenue | |
|---|---|---|
| Maplewood Township | East Branch Rahway River | Entire reach |
| Millburn Township | East Branch Rahway River | Entire reach |
| Passaic River | Entire reach | |
| Slough Brook | Entire reach | |
| Van Winkles Brook | Downstream of Millburn Avenue | |
| West Branch Rahway River | Between Interstate Highway 78 and Glen Avenue | |
| Montclair Town | Nishuane Brook | Downstream of a point located 100 feet downstream of Draper Terrace |
| Second River | Downstream of a point located 100 feet upstream of Park Street | |
| Third River | Entire reach | |
| Newark City | Passaic River | Entire reach |
| Second River | Entire reach | |
| North Caldwell Borough | Green Brook | Downstream of a point located 60 feet upstream of Mountain Avenue |
| Passaic River | Entire reach | |
| Nutley Town | Passaic River | Entire reach |
| Third River | Entire reach |
Source context and notes
| | Slough Brook | Downstream of a point located 150 feet upstream of Irving Avenue | | --- | --- | --- | | Maplewood Township | East Branch Rahway River | Entire reach | | Millburn Township | East Branch Rahway River | Entire reach | | | Passaic River | Entire reach | | | Slough Brook | Entire reach | | | Van Winkles Brook | Downstream of Millburn Avenue | | | West Branch Rahway River | Between Interstate Highway 78 and Glen Avenue | | Montclair Town | Nishuane Brook | Downstream of a point located 100 feet downstream of Draper Terrace | | | Second River | Downstream of a point located 100 feet upstream of Park Street | | | Third River | Entire reach | | Newark City | Passaic River | Entire reach | | | Second River | Entire reach | | North Caldwell Borough | Green Brook | Downstream of a point located 60 feet upstream of Mountain Avenue | | | Passaic River | Entire reach | | Nutley Town | Passaic River | Entire reach | | | Third River | Entire reach | 29054. Table 54¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 291
| Orange City | East Branch Rahway River | Downstream of Forest Hill Road |
|---|---|---|
| East Branch Rahway River East Fork | Between a point located 320 feet downstream of Freeman Street and Joyce Street | |
| Nishuane Brook | Entire reach | |
| Wigwam Brook | Downstream of Watchung Avenue | |
| Roseland Borough | Canoe Brook | Entire reach |
| Foulertons Brook | Downstream of a point located 50 feet upstream of Locust Avenue | |
| North Branch Foulertons Brook | Downstream of Livingston Avenue | |
| Passaic River | Entire reach | |
| South Orange Village Township | East Branch Rahway River | Entire reach |
| Verona Borough | Peckman River | Entire reach |
| West Caldwell Borough | Deepavaal Brook | Entire reach |
| Green Brook | Entire reach | |
| Kane Brook | Downstream of Central Avenue | |
| Passaic River | Entire reach | |
| Pine Brook | Entire reach | |
| West Orange Town | East Branch Rahway | Downstream of Forest |
| River | Hill Road |
Source context and notes
| Orange City | East Branch Rahway River | Downstream of Forest Hill Road | | --- | --- | --- | | | East Branch Rahway River East Fork | Between a point located 320 feet downstream of Freeman Street and Joyce Street | | | Nishuane Brook | Entire reach | | | Wigwam Brook | Downstream of Watchung Avenue | | Roseland Borough | Canoe Brook | Entire reach | | | Foulertons Brook | Downstream of a point located 50 feet upstream of Locust Avenue | | | North Branch Foulertons Brook | Downstream of Livingston Avenue | | | Passaic River | Entire reach | | South Orange Village Township | East Branch Rahway River | Entire reach | | Verona Borough | Peckman River | Entire reach | | West Caldwell Borough | Deepavaal Brook | Entire reach | | | Green Brook | Entire reach | | | Kane Brook | Downstream of Central Avenue | | | Passaic River | Entire reach | | | Pine Brook | Entire reach | | West Orange Town | East Branch Rahway | Downstream of Forest | | | River | Hill Road | 29155. Table 55¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 292
| Peckman River | Downstream of a point located 80 feet downstream of Prospect Avenue |
|---|---|
| West Branch Rahway River | Downstream of a point located 50 feet upstream of Hooper Avenue |
| West Branch Rahway River Crystal Lake Branch | Downstream of a point located 1,800 feet upstream of Suburban Drive |
| Gloucester County | |
| --- | --- |
| Municipality | Name of Studied Water |
| Clayton Borough | None |
| Deptford Township | Big Timber Creek |
| East Greenwich Township | Mantua Creek |
| Edwards Run | |
| Elk Township | None |
| Franklin Township | Little Ease Run |
| Scotland Run | |
| Still Run | |
| Glassboro Borough | Mantua Creek |
| Greenwich Township | None |
| Harrison Township | None |
| Logan Township | Raccoon Creek |
| Oldmans Creek |
Source context and notes
| Peckman River | Downstream of a point located 80 feet downstream of Prospect Avenue | | --- | --- | | West Branch Rahway River | Downstream of a point located 50 feet upstream of Hooper Avenue | | West Branch Rahway River Crystal Lake Branch | Downstream of a point located 1,800 feet upstream of Suburban Drive | | Gloucester County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Clayton Borough | None | N/A | | Deptford Township | Big Timber Creek | Entire reach | | East Greenwich Township | Mantua Creek | Entire reach | | | Edwards Run | Downstream of a point located 700 feet upstream of the New Jersey Turnpike | | Elk Township | None | N/A | | Franklin Township | Little Ease Run | Entire reach | | | Scotland Run | Downstream of Washington Avenue | | | Still Run | Entire reach | | Glassboro Borough | Mantua Creek | Downstream of Fish Pond Road | | Greenwich Township | None | N/A | | Harrison Township | None | N/A | | Logan Township | Raccoon Creek | Entire reach | | | Oldmans Creek | Entire reach |56. Table 56¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 293
| Mantua Township | Mantua Creek | Downstream of State Highway 45 |
|---|---|---|
| Monroe Township | Fourmile Branch | Downstream of a point located 900 feet upstream of an unimproved access road near the Atlantic City Expressway |
| Hospitality Branch | Between the Diamond Lake Dam and the Spruce Lake Dam | |
| National Park Borough | Woodbury Creek | Entire reach |
| Newfield Borough | None | N/A |
| Paulsboro Borough | Mantua Creek | Entire reach |
| Pitman Borough | None | N/A |
| South Harrison Township | None | N/A |
| Swedesboro Borough | Raccoon Creek | Downstream of a point located 125 feet upstream of County Route 551 |
| Washington Township | Duffield Run | Downstream of a point located 1,350 feet upstream of the Kandle Lake Dam |
| Mantua Creek | Between State Highway 47 and Fish Pond Road |
Source context and notes
| Mantua Township | Mantua Creek | Downstream of State Highway 45 | | --- | --- | --- | | Monroe Township | Fourmile Branch | Downstream of a point located 900 feet upstream of an unimproved access road near the Atlantic City Expressway | | | Hospitality Branch | Between the Diamond Lake Dam and the Spruce Lake Dam | | National Park Borough | Woodbury Creek | Entire reach | | Newfield Borough | None | N/A | | Paulsboro Borough | Mantua Creek | Entire reach | | Pitman Borough | None | N/A | | South Harrison Township | None | N/A | | Swedesboro Borough | Raccoon Creek | Downstream of a point located 125 feet upstream of County Route 551 | | Washington Township | Duffield Run | Downstream of a point located 1,350 feet upstream of the Kandle Lake Dam | | | Mantua Creek | Between State Highway 47 and Fish Pond Road |57. Table 57¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 294
| South Branch Big Timber Creek | Downstream of the head of Blackwood Lake, and also between a point located 2,800 feet downstream of Main Street and a point located 50 feet upstream of Redwood Street | |
|---|---|---|
| Wenonah Borough | None | N/A |
| West Deptford Township | Mantua Creek | Entire reach |
| Woodbury Creek | Entire reach | |
| Westville Borough | None | N/A |
| Woodbury City | Woodbury Creek | Downstream of Underwood Avenue |
| Woodbury Heights Borough | None | N/A |
| Woolwich Township | Raccoon Creek | Downstream of a point located 125 feet upstream of County Route 551 |
| Hudson County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Bayonne City | None | N/A |
| East Newark Borough | Passaic River | Entire reach |
| Guttenberg Town | None | N/A |
| Harrison Town | Passaic River | Entire reach |
| Hoboken City | None | N/A |
| Jersey City | Hackensack River | Downstream of Newark Avenue |
| Passaic River | Entire reach |
Source context and notes
| | South Branch Big Timber Creek | Downstream of the head of Blackwood Lake, and also between a point located 2,800 feet downstream of Main Street and a point located 50 feet upstream of Redwood Street | | --- | --- | --- | | Wenonah Borough | None | N/A | | West Deptford Township | Mantua Creek | Entire reach | | | Woodbury Creek | Entire reach | | Westville Borough | None | N/A | | Woodbury City | Woodbury Creek | Downstream of Underwood Avenue | | Woodbury Heights Borough | None | N/A | | Woolwich Township | Raccoon Creek | Downstream of a point located 125 feet upstream of County Route 551 | | Hudson County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Bayonne City | None | N/A | | East Newark Borough | Passaic River | Entire reach | | Guttenberg Town | None | N/A | | Harrison Town | Passaic River | Entire reach | | Hoboken City | None | N/A | | Jersey City | Hackensack River | Downstream of Newark Avenue | | | Passaic River | Entire reach |58. Table 58¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 295
| Kearny Town | Hackensack River | Downstream of Newark Avenue |
|---|---|---|
| Passaic River | Entire reach | |
| North Bergen Township | Bellmans Creek | Between Susquehanna Western Railroad and confluence with Wolf Creek |
| Secaucus Town | None | N/A |
| Union City | None | N/A |
| Weehawken Township | None | N/A |
| West New York Town | None | N/A |
| Hunterdon County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Alexandria Township | Delaware River* | Entire reach |
| Harihokake Creek | Downstream of a point located 3,170 feet upstream of County Route 519 | |
| Bethlehem Township | Musconetcong River | Entire reach |
| Spruce Run | Entire reach | |
| Bloomsbury Borough | Musconetcong River | Entire reach |
| Califon Borough | South Branch Raritan River | Entire reach |
| Clinton Town | South Branch Raritan River | Entire reach Downstream of a point located 2,700 feet upstream of Interstate Highway 78 exit ramp |
| Clinton Township | Beaver Brook | |
| South Branch Raritan River | Entire reach |
Source context and notes
| Kearny Town | Hackensack River | Downstream of Newark Avenue | | --- | --- | --- | | | Passaic River | Entire reach | | North Bergen Township | Bellmans Creek | Between Susquehanna Western Railroad and confluence with Wolf Creek | | Secaucus Town | None | N/A | | Union City | None | N/A | | Weehawken Township | None | N/A | | West New York Town | None | N/A | | Hunterdon County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Alexandria Township | Delaware River* | Entire reach | | | Harihokake Creek | Downstream of a point located 3,170 feet upstream of County Route 519 | | Bethlehem Township | Musconetcong River | Entire reach | | | Spruce Run | Entire reach | | Bloomsbury Borough | Musconetcong River | Entire reach | | Califon Borough | South Branch Raritan River | Entire reach | | Clinton Town | South Branch Raritan River | Entire reachDownstream of a point located 2,700 feet upstream of Interstate Highway 78 exit ramp | | Clinton Township | Beaver Brook | | | | South Branch Raritan River | Entire reach | 295
59. Table 59¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 296
| South Branch Rockaway Creek | Entire reach | |
|---|---|---|
| Delaware Township | Alexauken Creek | Entire reach |
| Brookville Creek | Upstream 3,752 feet from the Delaware River | |
| Delaware River* | Entire reach | |
| Third Neshanic River | Downstream of County Route 523 | |
| Wickecheoke Creek | Downstream of County Route 604 | |
| East Amwell Township | Back Brook | Downstream of State Highway 179 |
| Neshanic River | Entire reach | |
| Neshanic River Tributary A | Downstream of a point located 50 feet upstream of Manners Road | |
| South Fork Third Neshanic River | Downstream of the intersection of Dunkard Church Road and Haines Road | |
| Stony Brook | Downstream of a point located 50 feet upstream of Linvale Road | |
| Flemington Borough | None | N/A |
| Franklin Township | Cakepoulin Creek | Between a point located 3,650 feet downstream of Quakertown Road and a point located 2,700 feet upstream of Quakertown Road |
Source context and notes
| | South Branch Rockaway Creek | Entire reach | | --- | --- | --- | | Delaware Township | Alexauken Creek | Entire reach | | | Brookville Creek | Upstream 3,752 feet from the Delaware River | | | Delaware River* | Entire reach | | | Third Neshanic River | Downstream of County Route 523 | | | Wickecheoke Creek | Downstream of County Route 604 | | East Amwell Township | Back Brook | Downstream of State Highway 179 | | | Neshanic River | Entire reach | | | Neshanic River Tributary A | Downstream of a point located 50 feet upstream of Manners Road | | | South Fork Third Neshanic River | Downstream of the intersection of Dunkard Church Road and Haines Road | | | Stony Brook | Downstream of a point located 50 feet upstream of Linvale Road | | Flemington Borough | None | N/A | | Franklin Township | Cakepoulin Creek | Between a point located 3,650 feet downstream of Quakertown Road and a point located 2,700 feet upstream of Quakertown Road | 29660. Table 60¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 297
| South Branch Raritan River | Entire reach | |
|---|---|---|
| South Branch Raritan River Tributary A | Entire reach | |
| Frenchtown Borough | Delaware River* | Entire reach |
| Little Nishisakawick Creek | Entire reach | |
| Nishisakawick Creek | Entire reach | |
| Glen Gardner Borough | Spruce Run | Entire reach |
| Hampton Borough | Musconetcong River | Entire reach |
| High Bridge Borough | South Branch Raritan River | Entire reach |
| Willoughby Brook | Entire reach | |
| Holland Township | Delaware River* | Entire reach |
| Delaware River Tributary 1 | Downstream of Phillips Road | |
| Milford Creek | Downstream of Spring Garden Road | |
| Milford Creek Tributary 1 | Downstream of Spring Garden Road | |
| Musconetcong River | Entire reach | |
| Kingwood Township | Delaware River* | Entire reach |
| Lockatong Creek | Downstream of a point located 5,908 feet upstream of State Highway 12 | |
| Lockatong Creek Tributary 1 | Downstream of County Route 519 |
Source context and notes
| | South Branch Raritan River | Entire reach | | --- | --- | --- | | | South Branch Raritan River Tributary A | Entire reach | | Frenchtown Borough | Delaware River* | Entire reach | | | Little Nishisakawick Creek | Entire reach | | | Nishisakawick Creek | Entire reach | | Glen Gardner Borough | Spruce Run | Entire reach | | Hampton Borough | Musconetcong River | Entire reach | | High Bridge Borough | South Branch Raritan River | Entire reach | | | Willoughby Brook | Entire reach | | Holland Township | Delaware River* | Entire reach | | | Delaware River Tributary 1 | Downstream of Phillips Road | | | Milford Creek | Downstream of Spring Garden Road | | | Milford Creek Tributary 1 | Downstream of Spring Garden Road | | | Musconetcong River | Entire reach | | Kingwood Township | Delaware River* | Entire reach | | | Lockatong Creek | Downstream of a point located 5,908 feet upstream of State Highway 12 | | | Lockatong Creek Tributary 1 | Downstream of County Route 519 | 29761. Table 61¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 298
| Lockatong Creek Tributary 2 |
Downstream of a point located 150 feet upstream of Oak Grove Road | |
|---|---|---|
| Muddy Run | Downstream of Fitzer Road | |
| Lambertville City | Alexauken Creek | Entire reach |
| Delaware River* | Entire reach | |
| Swan Creek | Entire reach | |
| Swan Creek Tributary 1 | Entire reach | |
| Lebanon Borough | South Branch Rockaway Creek | Entire reach |
| South Branch Rockaway Creek Tributary A | Downstream of U.S. Highway 22 | |
| South Branch Rockaway Creek Tributary B | Downstream of a point located 150 feet upstream of Interstate Highway 78 | |
| Lebanon Township | Musconetcong River | Entire reach |
| Rocky Run | Upstream 6,185 feet from Spruce Run | |
| South Branch Raritan River | Entire reach | |
| Spruce Run | Downstream of Glen Gardner Borough, Hunterdon County | |
| Willoughby Brook | Downstream of Buffalo Hollow Road | |
| Milford Borough | Delaware River* | Entire reach |
| Milford Creek | Entire reach |
Source context and notes
| | Lockatong CreekTributary 2 | Downstream of a point located 150 feet upstream of Oak Grove Road | | --- | --- | --- | | | Muddy Run | Downstream of Fitzer Road | | Lambertville City | Alexauken Creek | Entire reach | | | Delaware River* | Entire reach | | | Swan Creek | Entire reach | | | Swan Creek Tributary 1 | Entire reach | | Lebanon Borough | South Branch Rockaway Creek | Entire reach | | | South Branch Rockaway Creek Tributary A | Downstream of U.S. Highway 22 | | | South Branch Rockaway Creek Tributary B | Downstream of a point located 150 feet upstream of Interstate Highway 78 | | Lebanon Township | Musconetcong River | Entire reach | | | Rocky Run | Upstream 6,185 feet from Spruce Run | | | South Branch Raritan River | Entire reach | | | Spruce Run | Downstream of Glen Gardner Borough, Hunterdon County | | | Willoughby Brook | Downstream of Buffalo Hollow Road | | Milford Borough | Delaware River* | Entire reach | | | Milford Creek | Entire reach | 298
62. Table 62¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 299
| Milford Creek Tributary 1 |
Entire reach | |
|---|---|---|
| Quequacommisacong Creek |
Entire reach | |
| Raritan Township | Neshanic River | Downstream of the Third Neshanic River |
| Third Neshanic River | Entire reach | |
| South Branch Raritan River |
Entire reach | |
| Readington Township | Chambers Brook | Downstream of a point located 400 feet downstream of Pulaski Road |
| Holland Brook | Downstream of County Route 523 |
|
| Lamington River | Entire reach | |
| Pleasant Run | Downstream of U.S. Highway 202 |
|
| Rockaway Creek | Entire reach | |
| South Branch Raritan River |
Entire reach | |
| South Branch Raritan River Tributary A |
Downstream of a point located 100 feet upstream of Barley Sheaf Road |
|
| South Branch Rockaway Creek |
Entire reach | |
| Stockton Borough | Brookville Creek | Entire reach |
| Delaware River* | Entire reach | |
| Wickecheoke Creek | Entire reach | |
| Tewksbury Township | Lamington River | Entire reach |
Source context and notes
| | Milford CreekTributary 1 | Entire reach | | --- | --- | --- | | | Quequacommisacong
Creek | Entire reach | | Raritan Township | Neshanic River | Downstream of the Third
Neshanic River | | | Third Neshanic River | Entire reach | | | South Branch Raritan
River | Entire reach | | Readington Township | Chambers Brook | Downstream of a point
located 400 feet downstream
of Pulaski Road | | | Holland Brook | Downstream of County
Route 523 | | | Lamington River | Entire reach | | | Pleasant Run | Downstream of U.S.
Highway 202 | | | Rockaway Creek | Entire reach | | | South Branch Raritan
River | Entire reach | | | South Branch Raritan
River Tributary A | Downstream of a point
located 100 feet upstream
of Barley Sheaf Road | | | South Branch Rockaway
Creek | Entire reach | | Stockton Borough | Brookville Creek | Entire reach | | | Delaware River* | Entire reach | | | Wickecheoke Creek | Entire reach | | Tewksbury Township | Lamington River | Entire reach | 299
63. Table 63¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 300
| Lamington River Tributary A |
Downstream of a point located 650 feet upstream of Homestead Road | |
|---|---|---|
| Rockaway Creek | Downstream of County Route 512 | |
| Rockaway Creek Tributary B |
Downstream of a point located 1,400 feet upstream of Guinea Hollow Road | |
| South Branch Raritan River | Entire reach | |
| Union Township | Mulhockaway Creek | Downstream of a point located 420 feet upstream of Gravel Hill Road |
| South Branch Raritan River Tributary A | Downstream of Conrail Railroad (7,960 feet upstream of Race Street) | |
| Spruce Run | Entire reach | |
| Mulhockaway Creek Tributary B |
Entire reach | |
| Mulhockaway Creek Tributary C |
Entire reach | |
| Mulhockaway Creek Tributary D |
Downstream of Interstate Highway 78 | |
| Mulhockaway Creek Tributary E |
Downstream of Interstate Highway 78 | |
| Mulhockaway Creek Tributary F |
Downstream of a point located 200 feet upstream of Baptist Church Road | |
| Spruce Run | Entire reach |
Source context and notes
| | Lamington RiverTributary A | Downstream of a point located 650 feet upstream of Homestead Road | | --- | --- | --- | | | Rockaway Creek | Downstream of County Route 512 | | | Rockaway Creek
Tributary B | Downstream of a point located 1,400 feet upstream of Guinea Hollow Road | | | South Branch Raritan River | Entire reach | | Union Township | Mulhockaway Creek | Downstream of a point located 420 feet upstream of Gravel Hill Road | | | South Branch Raritan River Tributary A | Downstream of Conrail Railroad (7,960 feet upstream of Race Street) | | | Spruce Run | Entire reach | | | Mulhockaway Creek
Tributary B | Entire reach | | | Mulhockaway Creek
Tributary C | Entire reach | | | Mulhockaway Creek
Tributary D | Downstream of Interstate Highway 78 | | | Mulhockaway Creek
Tributary E | Downstream of Interstate Highway 78 | | | Mulhockaway Creek
Tributary F | Downstream of a point located 200 feet upstream of Baptist Church Road | | | Spruce Run | Entire reach | 300
64. Table 64¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 301
| West Amwell Township | Alexauken Creek | Downstream of State Highway 179 |
|---|---|---|
| Delaware River* | Entire reach | |
| Mercer County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| East Windsor Township | Bear Creek | Downstream of a point located 3,800 feet upstream of Dutch Neck Road |
| Big Bear Brook | Downstream of State Highway 33 | |
| Millstone River | Entire reach | |
| Rocky Brook | Entire reach | |
| Ewing Township | Delaware River | Entire reach |
| Ewing Creek | Downstream of Scotch Road | |
| Jacobs Creek | Entire reach | |
| Shabakunk Creek | Entire reach | |
| West Branch Shabakunk Creek | Downstream of a point located 2,000 feet upstream of Carlton Avenue | |
| Hamilton Township | Assunpink Creek | Entire reach |
| Miry Run | Entire reach | |
| North Branch Pond Run | Downstream of a point located 100 feet upstream of County Route 533 |
Source context and notes
| West Amwell Township | Alexauken Creek | Downstream of State Highway 179 | | --- | --- | --- | | | Delaware River* | Entire reach | | Mercer County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | East Windsor Township | Bear Creek | Downstream of a point located 3,800 feet upstream of Dutch Neck Road | | | Big Bear Brook | Downstream of State Highway 33 | | | Millstone River | Entire reach | | | Rocky Brook | Entire reach | | Ewing Township | Delaware River | Entire reach | | | Ewing Creek | Downstream of Scotch Road | | | Jacobs Creek | Entire reach | | | Shabakunk Creek | Entire reach | | | West Branch Shabakunk Creek | Downstream of a point located 2,000 feet upstream of Carlton Avenue | | Hamilton Township | Assunpink Creek | Entire reach | | | Miry Run | Entire reach | | | North Branch Pond Run | Downstream of a point located 100 feet upstream of County Route 533 |65. Table 65¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 302
| Pond Run | Downstream of a point located 1,150 feet upstream of White Horse-Hamilton Square Road | |
|---|---|---|
| Hightstown Borough | Rocky Brook | Entire reach |
| Hopewell Borough | Bedens Brook | Downstream of a point |
| located 200 feet downstream | ||
| of County Route 518 | ||
| Hopewell Township | Bedens Brook | Entire reach |
| Delaware River | Entire reach | |
| Ewing Creek | Downstream of Scotch Road | |
| Jacobs Creek | Downstream of confluence with Ewing Creek | |
| Stony Brook | Entire reach | |
| Lawrence Township | Assunpink Creek | Entire reach |
| Little Shabakunk Creek | Downstream of a point located 200 feet upstream of driveway within Rider University | |
| Sand Run | Downstream of a point located 6,000 feet upstream of Interstate Highway 295 | |
| Shabakunk Creek | Entire reach | |
| Shipetaukin Creek | Downstream of Cold Soil Road | |
| Stony Brook | Entire reach |
Source context and notes
| | Pond Run | Downstream of a point located 1,150 feet upstream of White Horse-Hamilton Square Road | | --- | --- | --- | | Hightstown Borough | Rocky Brook | Entire reach | | Hopewell Borough | Bedens Brook | Downstream of a point | | | | located 200 feet downstream | | | | of County Route 518 | | Hopewell Township | Bedens Brook | Entire reach | | | Delaware River | Entire reach | | | Ewing Creek | Downstream of Scotch Road | | | Jacobs Creek | Downstream of confluence with Ewing Creek | | | Stony Brook | Entire reach | | Lawrence Township | Assunpink Creek | Entire reach | | | Little Shabakunk Creek | Downstream of a point located 200 feet upstream of driveway within Rider University | | | Sand Run | Downstream of a point located 6,000 feet upstream of Interstate Highway 295 | | | Shabakunk Creek | Entire reach | | | Shipetaukin Creek | Downstream of Cold Soil Road | | | Stony Brook | Entire reach |66. Table 66¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 303
| West Branch Shabakunk Creek | Entire reach | |
|---|---|---|
| Pennington Borough | Stony Brook | Entire reach |
| Princeton | Cherry Run | Downstream of Cherry Hill Road |
| Harrys Brook | Downstream of a point located 50 feet upstream of Snowden Lane | |
| Harrys Brook Branch 1 | Downstream of a point located 100 feet upstream of Bertrand Drive | |
| Harrys Brook Branch 2 | Downstream of Harrison Street | |
| Harrys Brook Branch 2-1 | Downstream of Van Dyke Road | |
| Harrys Brook Branch 2-2 | Downstream of a point located 850 feet upstream of Grover Avenue | |
| Millstone River | Entire reach | |
| Mountain Brook | Downstream of a point located 1,000 feet upstream of Stuart Road | |
| Mountain Brook Branch 2 | Downstream of a point located 80 feet downstream of Red Hill Road | |
| Stony Brook | Entire reach |
Source context and notes
| | West Branch Shabakunk Creek | Entire reach | | --- | --- | --- | | Pennington Borough | Stony Brook | Entire reach | | Princeton | Cherry Run | Downstream of Cherry Hill Road | | | Harrys Brook | Downstream of a point located 50 feet upstream of Snowden Lane | | | Harrys Brook Branch 1 | Downstream of a point located 100 feet upstream of Bertrand Drive | | | Harrys Brook Branch 2 | Downstream of Harrison Street | | | Harrys Brook Branch 2-1 | Downstream of Van Dyke Road | | | Harrys Brook Branch 2-2 | Downstream of a point located 850 feet upstream of Grover Avenue | | | Millstone River | Entire reach | | | Mountain Brook | Downstream of a point located 1,000 feet upstream of Stuart Road | | | Mountain Brook Branch 2 | Downstream of a point located 80 feet downstream of Red Hill Road | | | Stony Brook | Entire reach |67. Table 67¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 304
| Van Horn Brook | Downstream of a point located 240 feet downstream of Arreton Road | |
|---|---|---|
| Van Horn Brook Tributary |
Downstream of Herrontown Road | |
| Trenton City | Assunpink Creek | Entire reach |
| Washington Township | Assunpink Creek | Entire reach |
| Bear Creek | Downstream of a point located 3,800 feet upstream of Dutch Neck Road | |
| Hancock Creek | Upstream 3,900 feet from Assunpink Creek | |
| Miry Run | Downstream of Sharon Road | |
| New Sharon Branch | Entire reach | |
| West Windsor Township | Assunpink Creek | Entire reach |
| Bear Creek | Entire reach | |
| Big Bear Brook | Entire reach | |
| Bridegroom Run | Downstream of a point located 3,250 feet upstream of County Route 535 | |
| Canoe Brook | Downstream of Penn Lyle Road | |
| Duck Pond Run | Downstream of Penn Lyle Road | |
| Little Bear Brook | Downstream of Meadow Lane | |
| Millstone River | Entire reach |
Source context and notes
| | Van Horn Brook | Downstream of a point located 240 feet downstream of Arreton Road | | --- | --- | --- | | | Van Horn BrookTributary | Downstream of Herrontown Road | | Trenton City | Assunpink Creek | Entire reach | | Washington Township | Assunpink Creek | Entire reach | | | Bear Creek | Downstream of a point located 3,800 feet upstream of Dutch Neck Road | | | Hancock Creek | Upstream 3,900 feet from Assunpink Creek | | | Miry Run | Downstream of Sharon Road | | | New Sharon Branch | Entire reach | | West Windsor Township | Assunpink Creek | Entire reach | | | Bear Creek | Entire reach | | | Big Bear Brook | Entire reach | | | Bridegroom Run | Downstream of a point located 3,250 feet upstream of County Route 535 | | | Canoe Brook | Downstream of Penn Lyle Road | | | Duck Pond Run | Downstream of Penn Lyle Road | | | Little Bear Brook | Downstream of Meadow Lane | | | Millstone River | Entire reach | 304
68. Table 68¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 305
| Middlesex County | ||
|---|---|---|
| Municipality | Name of Studied Water | Section Studied |
| Carteret Borough | None | N/A |
| Cranbury Township | Cedar Brook | Entire reach |
| Cranbury Brook | Entire reach | |
| Millstone River | Entire reach | |
| Millstone River Tributary |
Downstream of a point located 3,250 feet upstream of County Route 535 | |
| Shallow Brook | Entire reach | |
| Dunellen Borough | Green Brook | Entire reach |
| East Brunswick Township | Beaverdam Brook | Downstream of Dutch Road |
| Bog Brook | Downstream of Dutch Road | |
| Cedar Brook | Downstream of a point located 7,000 feet upstream of Manalapan Brook | |
| Ireland Brook | Downstream of a point located 1,700 feet upstream of Fern Road | |
| Lawrence Brook | Entire reach | |
| Raritan River | Entire reach | |
| Sawmill Brook | Downstream of a point located 300 feet downstream of Summerhill Road |
Source context and notes
| Middlesex County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Carteret Borough | None | N/A | | Cranbury Township | Cedar Brook | Entire reach | | | Cranbury Brook | Entire reach | | | Millstone River | Entire reach | | | Millstone RiverTributary | Downstream of a point located 3,250 feet upstream of County Route 535 | | | Shallow Brook | Entire reach | | Dunellen Borough | Green Brook | Entire reach | | East Brunswick Township | Beaverdam Brook | Downstream of Dutch Road | | | Bog Brook | Downstream of Dutch Road | | | Cedar Brook | Downstream of a point located 7,000 feet upstream of Manalapan Brook | | | Ireland Brook | Downstream of a point located 1,700 feet upstream of Fern Road | | | Lawrence Brook | Entire reach | | | Raritan River | Entire reach | | | Sawmill Brook | Downstream of a point located 300 feet downstream of Summerhill Road |
69. Table 69¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 306
| South River | Entire reach | |
|---|---|---|
| Edison Township | Bound Brook | Downstream of Conrail Railroad |
| Raritan River | Entire reach | |
| Helmetta Borough | Manalapan Brook | Entire reach |
| Sawmill Brook | Downstream of a point located 700 feet upstream of Washington Street | |
| Sawmill Brook Tributary |
Entire reach | |
| Highland Park Borough | Raritan River | Entire reach |
| Jamesburg Borough | Barclays Brook | Entire reach |
| Manalapan Brook | Entire reach | |
| Wigwam Brook | Entire reach | |
| Metuchen Borough | Dismal Brook | Downstream of a point located 850 feet upstream of Conrail Railroad near Norcross Avenue |
| Mill Brook Tributary | Downstream of Conrail Railroad | |
| Middlesex Borough | Ambrose Brook | Upstream 1,100 feet from Green Brook |
| Bound Brook | Entire reach | |
| Green Brook | Entire reach | |
| Raritan River | Entire reach | |
| Milltown Borough | Bog Brook | Downstream of Dutch Road |
| Lawrence Brook | Entire reach | |
| Sucker Brook | Entire reach |
Source context and notes
| | South River | Entire reach | | --- | --- | --- | | Edison Township | Bound Brook | Downstream of Conrail Railroad | | | Raritan River | Entire reach | | Helmetta Borough | Manalapan Brook | Entire reach | | | Sawmill Brook | Downstream of a point located 700 feet upstream of Washington Street | | | Sawmill BrookTributary | Entire reach | | Highland Park Borough | Raritan River | Entire reach | | Jamesburg Borough | Barclays Brook | Entire reach | | | Manalapan Brook | Entire reach | | | Wigwam Brook | Entire reach | | Metuchen Borough | Dismal Brook | Downstream of a point located 850 feet upstream of Conrail Railroad near Norcross Avenue | | | Mill Brook Tributary | Downstream of Conrail Railroad | | Middlesex Borough | Ambrose Brook | Upstream 1,100 feet from Green Brook | | | Bound Brook | Entire reach | | | Green Brook | Entire reach | | | Raritan River | Entire reach | | Milltown Borough | Bog Brook | Downstream of Dutch Road | | | Lawrence Brook | Entire reach | | | Sucker Brook | Entire reach | 306
70. Table 70¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 307
| Monroe Township | Barclays Brook | Downstream of State Home Road |
|---|---|---|
| Bentleys Brook | Downstream of a point located 2,700 feet upstream of State Highway 33 | |
| Cedar Brook | Downstream of Possum Hollow-Applegarth Road | |
| Clear Brook | Downstream of a point located 200 feet upstream of Union Valley-Half Acre Road | |
| Cranbury Brook | Downstream of Longstreet Road | |
| Cranbury Brook Tributary | Downstream of a point located 75 feet upstream of Union Valley Road | |
| Manalapan Brook | Entire reach | |
| Manalapan Brook Tributary | Downstream of Mott Avenue | |
| Matchaponix Brook | Entire reach | |
| Millstone River | Entire reach | |
| Shallow Brook | Downstream of the New Jersey Turnpike | |
| Wigwam Brook | Upstream 3,750 feet from Jamesburg Borough, Middlesex County | |
| New Brunswick City | Lawrence Brook | Entire reach |
| Mile Run | Entire reach |
Source context and notes
| Monroe Township | Barclays Brook | Downstream of State Home Road | | --- | --- | --- | | | Bentleys Brook | Downstream of a point located 2,700 feet upstream of State Highway 33 | | | Cedar Brook | Downstream of Possum Hollow-Applegarth Road | | | Clear Brook | Downstream of a point located 200 feet upstream of Union Valley-Half Acre Road | | | Cranbury Brook | Downstream of Longstreet Road | | | Cranbury Brook Tributary | Downstream of a point located 75 feet upstream of Union Valley Road | | | Manalapan Brook | Entire reach | | | Manalapan Brook Tributary | Downstream of Mott Avenue | | | Matchaponix Brook | Entire reach | | | Millstone River | Entire reach | | | Shallow Brook | Downstream of the New Jersey Turnpike | | | Wigwam Brook | Upstream 3,750 feet from Jamesburg Borough, Middlesex County | | New Brunswick City | Lawrence Brook | Entire reach | | | Mile Run | Entire reach |71. Table 71¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 308
| Mile Run Tributary | Downstream of a point located 500 feet upstream of Triangle Road | |
|---|---|---|
| Raritan River | Entire reach | |
| North Brunswick Township | Lawrence Brook | Entire reach |
| Mae Brook | Downstream of Adams Lane | |
| Mile Run | Downstream of State Highway 171 | |
| Oakeys Brook | Entire reach | |
| Six Mile Run | Downstream of a point located 3,150 feet upstream of Cozzens Lane | |
| Sucker Brook | Downstream of a point located 850 feet downstream of U.S. Highway 1 | |
| Sucker Brook Tributary | Downstream of U.S. Highway 130 | |
| Old Bridge Township | Barclay Brook | Entire reach |
| Cheesequake Creek | Downstream of Melvins Creek | |
| Matchaponix Brook | Entire reach | |
| Melvins Creek | Along municipal border with Sayerville Borough, Middlesex County | |
| South River | Entire reach | |
| Perth Amboy City | Raritan River | Entire reach |
Source context and notes
| | Mile Run Tributary | Downstream of a point located 500 feet upstream of Triangle Road | | --- | --- | --- | | | Raritan River | Entire reach | | North Brunswick Township | Lawrence Brook | Entire reach | | | Mae Brook | Downstream of Adams Lane | | | Mile Run | Downstream of State Highway 171 | | | Oakeys Brook | Entire reach | | | Six Mile Run | Downstream of a point located 3,150 feet upstream of Cozzens Lane | | | Sucker Brook | Downstream of a point located 850 feet downstream of U.S. Highway 1 | | | Sucker Brook Tributary | Downstream of U.S. Highway 130 | | Old Bridge Township | Barclay Brook | Entire reach | | | Cheesequake Creek | Downstream of Melvins Creek | | | Matchaponix Brook | Entire reach | | | Melvins Creek | Along municipal border with Sayerville Borough, Middlesex County | | | South River | Entire reach | | Perth Amboy City | Raritan River | Entire reach | 30872. Table 72¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 309
| Spa Spring Creek | Between a point located 2,350 feet downstream of Amboy Avenue and a point located 1,000 feet upstream of Amboy Avenue | |
|---|---|---|
| Piscataway Township | Bound Brook | Entire reach |
| Raritan River | Entire reach | |
| Plainsboro Township | Bee Brook | Downstream of a point located 2,900 feet upstream of Scudders Mills Road Bypass |
| Cedar Brook | Entire reach | |
| Cranbury Brook | Entire reach | |
| Devils Brook | Entire reach | |
| Millstone River | Entire reach | |
| Shallow Brook | Entire reach | |
| Sayreville Borough | Cheesequake Creek | Entire reach |
| Crossway Creek | Downstream of Bordentown-Amboy Turnpike | |
| Melvins Creek | Entire reach | |
| Raritan River | Entire reach | |
| South River | Entire reach | |
| Tennents Brook | Entire reach | |
| South Amboy City | Raritan River | Entire reach |
| South Brunswick Township | Carters Brook | Entire reach |
| Carters Brook Tributary | Entire reach |
Source context and notes
| | Spa Spring Creek | Between a point located 2,350 feet downstream of Amboy Avenue and a point located 1,000 feet upstream of Amboy Avenue | | --- | --- | --- | | Piscataway Township | Bound Brook | Entire reach | | | Raritan River | Entire reach | | Plainsboro Township | Bee Brook | Downstream of a point located 2,900 feet upstream of Scudders Mills Road Bypass | | | Cedar Brook | Entire reach | | | Cranbury Brook | Entire reach | | | Devils Brook | Entire reach | | | Millstone River | Entire reach | | | Shallow Brook | Entire reach | | Sayreville Borough | Cheesequake Creek | Entire reach | | | Crossway Creek | Downstream of Bordentown-Amboy Turnpike | | | Melvins Creek | Entire reach | | | Raritan River | Entire reach | | | South River | Entire reach | | | Tennents Brook | Entire reach | | South Amboy City | Raritan River | Entire reach | | South Brunswick Township | Carters Brook | Entire reach | | | Carters Brook Tributary | Entire reach |73. Table 73¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 310
| Cow Yard Brook | Downstream of a point located 400 feet upstream of Deans Lane | |
|---|---|---|
| Devils Brook | Downstream of Hay Press Road | |
| Great Ditch | Upstream 1,270 feet from Lawrence Brook | |
| Heathcote Brook | Downstream of a dam located 2,450 feet upstream of New Road | |
| Heathcote Brook Branch | Downstream of U.S. Highway 1 | |
| Heathcote Brook Tributary | Entire reach | |
| Ireland Brook | Entire reach | |
| Lawrence Brook | Downstream of Amtrak near Ridge Road | |
| Lawrence Brook Tributary | Downstream of a point located 400 feet downstream of Deans Lane | |
| Millstone River | Entire reach | |
| Oakeys Brook | Downstream of Henderson Road | |
| Oakeys Brook Tributary | Downstream of a point located 900 feet upstream of Henderson Road | |
| Shallow Brook | Entire reach |
Source context and notes
| | Cow Yard Brook | Downstream of a point located 400 feet upstream of Deans Lane | | --- | --- | --- | | | Devils Brook | Downstream of Hay Press Road | | | Great Ditch | Upstream 1,270 feet from Lawrence Brook | | | Heathcote Brook | Downstream of a dam located 2,450 feet upstream of New Road | | | Heathcote Brook Branch | Downstream of U.S. Highway 1 | | | Heathcote Brook Tributary | Entire reach | | | Ireland Brook | Entire reach | | | Lawrence Brook | Downstream of Amtrak near Ridge Road | | | Lawrence Brook Tributary | Downstream of a point located 400 feet downstream of Deans Lane | | | Millstone River | Entire reach | | | Oakeys Brook | Downstream of Henderson Road | | | Oakeys Brook Tributary | Downstream of a point located 900 feet upstream of Henderson Road | | | Shallow Brook | Entire reach | 31074. Table 74¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 311
| Six Mile Run Branch | Downstream of a point located 1,700 feet upstream of Stillwell Road | |
|---|---|---|
| Six Mile Run Branch Tributary | Downstream of a point located 325 feet upstream of Hawthorne Road | |
| Switzgable Brook | Downstream of New Road | |
| Ten Mile Run | Downstream of a point located 110 feet upstream of Hastings Road | |
| Ten Mile Run Tributary 1 | Downstream of a point located 50 feet upstream of Allstone Road | |
| Ten Mile Run Tributary 2 | Downstream of Springdale Road | |
| South Plainfield Borough | Bound Brook | Entire reach |
| Cedar Brook | Entire reach | |
| Stream 14-14-2-2 | Downstream of a point located 550 feet upstream of Grant Avenue | |
| Stream 14-14-2-2 Tributary | Downstream of a point | |
| located 275 feet upstream | ||
| of Tompkins Avenue | ||
| Stream 14-14-2-3 | Entire reach | |
| South River Borough | South River | Entire reach |
| Spotswood Borough | Cedar Brook | Entire reach |
| Cedar Brook Tributary | Downstream of a culvert located near Gover Court |
Source context and notes
| | Six Mile Run Branch | Downstream of a point located 1,700 feet upstream of Stillwell Road | | --- | --- | --- | | | Six Mile Run Branch Tributary | Downstream of a point located 325 feet upstream of Hawthorne Road | | | Switzgable Brook | Downstream of New Road | | | Ten Mile Run | Downstream of a point located 110 feet upstream of Hastings Road | | | Ten Mile Run Tributary 1 | Downstream of a point located 50 feet upstream of Allstone Road | | | Ten Mile Run Tributary 2 | Downstream of Springdale Road | | South Plainfield Borough | Bound Brook | Entire reach | | | Cedar Brook | Entire reach | | | Stream 14-14-2-2 | Downstream of a point located 550 feet upstream of Grant Avenue | | | Stream 14-14-2-2 Tributary | Downstream of a point | | | | located 275 feet upstream | | | | of Tompkins Avenue | | | Stream 14-14-2-3 | Entire reach | | South River Borough | South River | Entire reach | | Spotswood Borough | Cedar Brook | Entire reach | | | Cedar Brook Tributary | Downstream of a culvert located near Gover Court | 31175. Table 75¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 312
| Manalapan Brook | Entire reach | |
|---|---|---|
| Matchaponix Brook | Entire reach | |
| South River | Entire reach | |
| Woodbridge Township | Arthur Kill | Entire reach |
| Heards Brook | Downstream of a point located 30 feet upstream of U.S. Highway 9 | |
| Parkway Branch | Downstream of the Garden State Parkway | |
| Pumpkin Patch Brook | Downstream of Inwood Avenue | |
| Rahway River | Entire reach | |
| Raritan River | Entire reach | |
| South Branch Rahway River | Entire reach | |
| Spa Spring Creek | Between a point located 2,350 feet downstream of Amboy Avenue and a point located 1,000 feet upstream of Amboy Avenue | |
| Woodbridge Creek | Downstream of Omar Avenue | |
| Monmouth County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Aberdeen Township | None | N/A |
| Allenhurst Borough | None | N/A |
| Allentown Borough | Indian Run | Entire reach |
| Doctors Creek | Entire reach |
Source context and notes
| | Manalapan Brook | Entire reach | | --- | --- | --- | | | Matchaponix Brook | Entire reach | | | South River | Entire reach | | Woodbridge Township | Arthur Kill | Entire reach | | | Heards Brook | Downstream of a point located 30 feet upstream of U.S. Highway 9 | | | Parkway Branch | Downstream of the Garden State Parkway | | | Pumpkin Patch Brook | Downstream of Inwood Avenue | | | Rahway River | Entire reach | | | Raritan River | Entire reach | | | South Branch Rahway River | Entire reach | | | Spa Spring Creek | Between a point located 2,350 feet downstream of Amboy Avenue and a point located 1,000 feet upstream of Amboy Avenue | | | Woodbridge Creek | Downstream of Omar Avenue | | Monmouth County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Aberdeen Township | None | N/A | | Allenhurst Borough | None | N/A | | Allentown Borough | Indian Run | Entire reach | | | Doctors Creek | Entire reach |76. Table 76¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 313
| Asbury Park City | None | N/A |
|---|---|---|
| Atlantic Highlands Borough | Many Mind Creek | Downstream of State Highway 36 |
| Wagner Brook | Downstream of a point located 200 feet downstream of State Highway 36 | |
| Avon-By-The-Sea Borough | None | N/A |
| Belmar Borough | None | N/A |
| Bradley Beach Borough | None | N/A |
| Briele Borough | None | N/A |
| Colts Neck Township | Barren Neck Creek | Downstream of a point located 1,450 feet upstream of Long Bridge Road |
| Big Brook | Downstream of Laurelwood Drive | |
| Hockhockson Brook | Downstream of Hockhockson Road | |
| Marl Brook | Upstream 4,950 feet from Mine Brook | |
| Mine Brook | Downstream of Mercer Road | |
| Pine Brook | Downstream of Water Street | |
| Willow Brook | Entire reach | |
| Yellow Brook | Entire reach | |
| Yellow Brook Tributary | Downstream of a point located 1,600 feet upstream of Cedar Drive |
Source context and notes
| Asbury Park City | None | N/A | | --- | --- | --- | | Atlantic Highlands Borough | Many Mind Creek | Downstream of State Highway 36 | | | Wagner Brook | Downstream of a point located 200 feet downstream of State Highway 36 | | Avon-By-The-Sea Borough | None | N/A | | Belmar Borough | None | N/A | | Bradley Beach Borough | None | N/A | | Briele Borough | None | N/A | | Colts Neck Township | Barren Neck Creek | Downstream of a point located 1,450 feet upstream of Long Bridge Road | | | Big Brook | Downstream of Laurelwood Drive | | | Hockhockson Brook | Downstream of Hockhockson Road | | | Marl Brook | Upstream 4,950 feet from Mine Brook | | | Mine Brook | Downstream of Mercer Road | | | Pine Brook | Downstream of Water Street | | | Willow Brook | Entire reach | | | Yellow Brook | Entire reach | | | Yellow Brook Tributary | Downstream of a point located 1,600 feet upstream of Cedar Drive |77. Table 77¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 314
| Deal Borough | Poplar Brook | Entire reach |
|---|---|---|
| Eatontown Borough | Parkers Creek | Downstream of Conrail Railroad |
| Wampum Brook | Between Fort Monmouth Military Reservation and a point located 500 feet upstream of Maxwell Road | |
| Whale Pond Brook | Entire reach | |
| Englishtown Borough | Mcgellairds Brook | Entire reach |
| Weamaconk Creek | Entire reach | |
| Weamaconk Creek Tributary | Entire reach | |
| Fair Haven Borough | None | N/A |
| Farmingdale Borough | None | N/A |
| Freehold Borough | None | N/A |
| Freehold Township | Applegates Creek | Downstream of Willow Brook Road |
| Burkes Creek | Entire reach | |
| Debois Creek | Downstream of Center Street | |
| Debois Creek Tributary | Downstream of Three Brooks Road | |
| Manasquan River | Downstream of a point located 2,000 feet upstream of Georgia Road | |
| Manasquan River Tributary A | Downstream of a point located 2,000 feet upstream of County Route 524 |
Source context and notes
| Deal Borough | Poplar Brook | Entire reach | | --- | --- | --- | | Eatontown Borough | Parkers Creek | Downstream of Conrail Railroad | | | Wampum Brook | Between Fort Monmouth Military Reservation and a point located 500 feet upstream of Maxwell Road | | | Whale Pond Brook | Entire reach | | Englishtown Borough | Mcgellairds Brook | Entire reach | | | Weamaconk Creek | Entire reach | | | Weamaconk Creek Tributary | Entire reach | | Fair Haven Borough | None | N/A | | Farmingdale Borough | None | N/A | | Freehold Borough | None | N/A | | Freehold Township | Applegates Creek | Downstream of Willow Brook Road | | | Burkes Creek | Entire reach | | | Debois Creek | Downstream of Center Street | | | Debois Creek Tributary | Downstream of Three Brooks Road | | | Manasquan River | Downstream of a point located 2,000 feet upstream of Georgia Road | | | Manasquan River Tributary A | Downstream of a point located 2,000 feet upstream of County Route 524 |78. Table 78¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 315
| Manasquan River Tributary B |
Downstream of Winchester Drive |
|
|---|---|---|
| Manasquan River Tributary C |
Downstream of a point located 2,200 feet upstream of Old Post Road |
|
| Mcgellairds Brook | Downstream of Pond Road | |
| South Branch Tepehemus Brook |
Downstream of Robertsville Road |
|
| Weamaconk Creek | Downstream of Pond Road | |
| Wemrock Brook | Downstream of State Highway 33 (Business) |
|
| Yellow Brook | Downstream of Randolph Road |
|
| Yellow Brook Tributary |
Downstream of Paulette Drive |
|
| Hazlet Township | None | N/A |
| Highlands Borough | None | N/A |
| Holmdel Township | Willow Brook | Downstream of a point located 100 feet upstream of Schanck Road |
| Howell Township | Bannen Meadow Brook | Downstream of a point located 650 feet upstream of Fort Plains Road |
| Bills Brook | Downstream of County Route 524 |
Source context and notes
| | Manasquan RiverTributary B | Downstream of Winchester
Drive | | --- | --- | --- | | | Manasquan River
Tributary C | Downstream of a point
located 2,200 feet upstream
of Old Post Road | | | Mcgellairds Brook | Downstream of Pond Road | | | South Branch
Tepehemus Brook | Downstream of
Robertsville Road | | | Weamaconk Creek | Downstream of Pond Road | | | Wemrock Brook | Downstream of State
Highway 33 (Business) | | | Yellow Brook | Downstream of Randolph
Road | | | Yellow Brook
Tributary | Downstream of Paulette
Drive | | Hazlet Township | None | N/A | | Highlands Borough | None | N/A | | Holmdel Township | Willow Brook | Downstream of a point
located 100 feet upstream
of Schanck Road | | Howell Township | Bannen Meadow Brook | Downstream of a point
located 650 feet upstream
of Fort Plains Road | | | Bills Brook | Downstream of County
Route 524 | 315
79. Table 79¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 316
| Gravelly Run | Downstream of a point located 500 feet upstream of Western Drive | |
|---|---|---|
| Ground Hog Brook | Downstream of a point located 300 feet downstream of Locust Avenue | |
| Haystack Brook | Downstream of a point located 4,300 feet upstream of Maxim-Southard Road | |
| Long Brook | Downstream of State Highway 33 (Business) | |
| Manasquan River | Upstream of Southard Road | |
| North Branch Metedeconk River | Entire reach | |
| Polipod Brook | Upstream 825 feet from Lake Louise | |
| Interlaken Borough | None | N/A |
| Keansburg Borough | None | N/A |
| Keyport Borough | None | N/A |
| Little Silver Borough | Little Silver Creek | Entire reach |
| Lock Arbour Village | None | N/A |
| Long Branch City | Whale Pond Brook | Entire reach |
| Manalapan Township | Manalapan Brook | Entire reach |
| Matchaponix Brook | Entire reach | |
| Mcgellairds Brook | Entire reach | |
| Milford Brook | Entire reach | |
| Pine Brook | Entire reach |
Source context and notes
| | Gravelly Run | Downstream of a point located 500 feet upstream of Western Drive | | --- | --- | --- | | | Ground Hog Brook | Downstream of a point located 300 feet downstream of Locust Avenue | | | Haystack Brook | Downstream of a point located 4,300 feet upstream of Maxim-Southard Road | | | Long Brook | Downstream of State Highway 33 (Business) | | | Manasquan River | Upstream of Southard Road | | | North Branch Metedeconk River | Entire reach | | | Polipod Brook | Upstream 825 feet from Lake Louise | | Interlaken Borough | None | N/A | | Keansburg Borough | None | N/A | | Keyport Borough | None | N/A | | Little Silver Borough | Little Silver Creek | Entire reach | | Lock Arbour Village | None | N/A | | Long Branch City | Whale Pond Brook | Entire reach | | Manalapan Township | Manalapan Brook | Entire reach | | | Matchaponix Brook | Entire reach | | | Mcgellairds Brook | Entire reach | | | Milford Brook | Entire reach | | | Pine Brook | Entire reach | 31680. Table 80¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 317
| South Branch Tepehemus Brook |
Entire reach | |
|---|---|---|
| Tepehemus Brook | Entire reach | |
| Weamaconk Creek | Entire reach | |
| Manasquan Borough | None | N/A |
| Marlboro Township | Barclay Brook | Downstream of U.S. Highway 9 |
| Milford Brook | Downstream of a point located 50 feet downstream of County Route 520 |
|
| Pine Brook | Downstream of U.S. Highway 9 |
|
| South Branch Tepehemus Brook |
Downstream of Robertsville Road |
|
| Tepehemus Brook | Downstream of Robertsville Road |
|
| Willow Brook | Downstream of a point located 100 feet upstream of Schanck Road |
|
| Matawan Borough | Gravelly Run | Entire reach |
| Matawan Creek | Between the Garden State Parkway and County Route 516 |
|
| Middletown Township | None | N/A |
| Millstone Township | Manalapan Brook | Downstream of County Route 524 |
| Millstone River | Downstream of Sweetmans Lane |
Source context and notes
| | South BranchTepehemus Brook | Entire reach | | --- | --- | --- | | | Tepehemus Brook | Entire reach | | | Weamaconk Creek | Entire reach | | Manasquan Borough | None | N/A | | Marlboro Township | Barclay Brook | Downstream of U.S.
Highway 9 | | | Milford Brook | Downstream of a point
located 50 feet downstream
of County Route 520 | | | Pine Brook | Downstream of U.S.
Highway 9 | | | South Branch
Tepehemus Brook | Downstream of
Robertsville Road | | | Tepehemus Brook | Downstream of
Robertsville Road | | | Willow Brook | Downstream of a point
located 100 feet upstream
of Schanck Road | | Matawan Borough | Gravelly Run | Entire reach | | | Matawan Creek | Between the Garden State
Parkway and County Route
516 | | Middletown Township | None | N/A | | Millstone Township | Manalapan Brook | Downstream of County
Route 524 | | | Millstone River | Downstream of Sweetmans
Lane | 317
81. Table 81¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 318
| Rocky Brook | Between a point located 2,240 feet downstream of Perrineville Road and a point located 1,800 feet upstream of Sweetmans Lane | |
|---|---|---|
| Toms River | Downstream of a point located 1,600 feet upstream of Squan Road | |
| Monmouth Beach Borough | None | N/A |
| Neptune Township | Jumping Brook | Entire reach |
| Shark River | Entire reach | |
| Neptune City Borough | None | N/A |
| Ocean Township | Hog Swamp Brook | Between a point located 100 feet downstream of State Highway 71 and a point located 1,600 feet upstream of State Highway 18 |
| Poplar Brook | Downstream of a point located 300 feet upstream of Poplar Road | |
| Oceanport Borough | Turtle Mill Brook | Downstream of State Highway 71 |
| Red Bank Borough | None | N/A |
| Roosevelt Borough | None | N/A |
| Rumson Borough | None | N/A |
| Sea Bright Borough | None | N/A |
Source context and notes
| | Rocky Brook | Between a point located 2,240 feet downstream of Perrineville Road and a point located 1,800 feet upstream of Sweetmans Lane | | --- | --- | --- | | | Toms River | Downstream of a point located 1,600 feet upstream of Squan Road | | Monmouth Beach Borough | None | N/A | | Neptune Township | Jumping Brook | Entire reach | | | Shark River | Entire reach | | Neptune City Borough | None | N/A | | Ocean Township | Hog Swamp Brook | Between a point located 100 feet downstream of State Highway 71 and a point located 1,600 feet upstream of State Highway 18 | | | Poplar Brook | Downstream of a point located 300 feet upstream of Poplar Road | | Oceanport Borough | Turtle Mill Brook | Downstream of State Highway 71 | | Red Bank Borough | None | N/A | | Roosevelt Borough | None | N/A | | Rumson Borough | None | N/A | | Sea Bright Borough | None | N/A |82. Table 82¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 319
| Sea Girt Borough | None | N/A |
|---|---|---|
| Shrewsbury Borough | Parkers Creek | Entire reach |
| North Branch Parkers Creek | Downstream of State Highway 35 | |
| Shrewsbury Township | None | N/A |
| South Belmar Borough | None | N/A |
| Spring Lake Borough | None | N/A |
| Spring Lake Heights Borough | Wreck Pond Brook | Entire reach |
| Tinton Falls Borough | Jumping Brook | Downstream of a point located 2,600 feet upstream of Asbury Avenue |
| Parkers Creek | Downstream of Conrail Railroad | |
| Pine Brook | Downstream of Water Street | |
| Shark River | Downstream of Shafto Road | |
| Swimming River | Upstream of County Route 520 | |
| Union Beach Borough | None | N/A |
| Upper Freehold Township | New Sharon Branch | Downstream of a point located 3,450 feet upstream of Egglington Road |
| New Sharon Branch | Downstream of Egglington | |
| North Tributary | Road | |
| Wall Township | Hannabrand Brook | Downstream of State Highway 34 |
Source context and notes
| Sea Girt Borough | None | N/A | | --- | --- | --- | | Shrewsbury Borough | Parkers Creek | Entire reach | | | North Branch Parkers Creek | Downstream of State Highway 35 | | Shrewsbury Township | None | N/A | | South Belmar Borough | None | N/A | | Spring Lake Borough | None | N/A | | Spring Lake Heights Borough | Wreck Pond Brook | Entire reach | | Tinton Falls Borough | Jumping Brook | Downstream of a point located 2,600 feet upstream of Asbury Avenue | | | Parkers Creek | Downstream of Conrail Railroad | | | Pine Brook | Downstream of Water Street | | | Shark River | Downstream of Shafto Road | | | Swimming River | Upstream of County Route 520 | | Union Beach Borough | None | N/A | | Upper Freehold Township | New Sharon Branch | Downstream of a point located 3,450 feet upstream of Egglington Road | | | New Sharon Branch | Downstream of Egglington | | | North Tributary | Road | | Wall Township | Hannabrand Brook | Downstream of State Highway 34 | 31983. Table 83¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 320
| Shark River | Downstream of Shafto Road | |
|---|---|---|
| Shark River Tributary E | Downstream of a point located 4,844 feet upstream of State Highway 34 | |
| Wreck Pond Brook | Downstream of a point located 4,700 feet upstream of the Garden State Parkway | |
| West Long Branch Borough | Turtle Mill Brook | Downstream of State Highway 71 |
| Whale Pond Brook | Entire reach | |
| Morris County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Boonton Town | Rockaway River | Entire reach |
| Boonton Township | Rockaway River | Entire reach |
| Butler Borough | Pequannock River | Entire reach |
| Chatham Borough | Passaic River | Entire reach |
| Chatham Township | Passaic River | Entire reach |
| Chester Borough | None | N/A |
| Chester Township | Burnett Brook | Downstream of a point located 60 feet upstream of South Road |
| Gladstone Brook | Downstream of a point located 4,845 feet upstream of the municipal boundary with Peapack-Gladstone Township, Somerset County |
Source context and notes
| | Shark River | Downstream of Shafto Road | | --- | --- | --- | | | Shark River Tributary E | Downstream of a point located 4,844 feet upstream of State Highway 34 | | | Wreck Pond Brook | Downstream of a point located 4,700 feet upstream of the Garden State Parkway | | West Long Branch Borough | Turtle Mill Brook | Downstream of State Highway 71 | | | Whale Pond Brook | Entire reach | | Morris County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Boonton Town | Rockaway River | Entire reach | | Boonton Township | Rockaway River | Entire reach | | Butler Borough | Pequannock River | Entire reach | | Chatham Borough | Passaic River | Entire reach | | Chatham Township | Passaic River | Entire reach | | Chester Borough | None | N/A | | Chester Township | Burnett Brook | Downstream of a point located 60 feet upstream of South Road | | | Gladstone Brook | Downstream of a point located 4,845 feet upstream of the municipal boundary with Peapack-Gladstone Township, Somerset County |84. Table 84¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 321
| Indian Brook | Upstream 5,840 feet from Burnett Brook | |
|---|---|---|
| Lamington River | Upstream of Black River Wildlife Management Area | |
| Peapack Brook | Downstream of a private driveway located 6,070 feet upstream of the municipal boundary with Peapack-Gladstone Township, Somerset County | |
| Denville Township | Beaver Brook | Entire reach |
| Den Brook | Entire reach | |
| Rockaway River | Entire reach | |
| Rockaway River Tributary 1 |
Downstream of the head of Rock Ridge Lake | |
| Dover Town | Jackson Brook | Entire reach |
| Mckeels Brook | Entire reach | |
| Rockaway River | Entire reach | |
| East Hanover Township | Black Brook | Entire reach |
| Pinch Brook | Entire reach | |
| Rockaway River | Entire reach | |
| Whippany River | Entire reach | |
| Florham Park Borough | Passaic River | Entire reach |
| Spring Garden Brook | Entire reach | |
| Hanover Township | Black Brook | Entire reach |
| Malapardis Brook | Downstream of South Jefferson Road |
Source context and notes
| | Indian Brook | Upstream 5,840 feet from Burnett Brook | | --- | --- | --- | | | Lamington River | Upstream of Black River Wildlife Management Area | | | Peapack Brook | Downstream of a private driveway located 6,070 feet upstream of the municipal boundary with Peapack-Gladstone Township, Somerset County | | Denville Township | Beaver Brook | Entire reach | | | Den Brook | Entire reach | | | Rockaway River | Entire reach | | | Rockaway RiverTributary 1 | Downstream of the head of Rock Ridge Lake | | Dover Town | Jackson Brook | Entire reach | | | Mckeels Brook | Entire reach | | | Rockaway River | Entire reach | | East Hanover Township | Black Brook | Entire reach | | | Pinch Brook | Entire reach | | | Rockaway River | Entire reach | | | Whippany River | Entire reach | | Florham Park Borough | Passaic River | Entire reach | | | Spring Garden Brook | Entire reach | | Hanover Township | Black Brook | Entire reach | | | Malapardis Brook | Downstream of South Jefferson Road | 321
85. Table 85¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 322
| Whippany River | Downstream of Interstate Highway 287 (near Hanover Avenue) | |
|---|---|---|
| Harding Township | Great Brook | Upstream of Woodland Road |
| Great Brook Tributary | Downstream of a point located 69 feet upstream of James Street | |
| Passaic River | Entire reach | |
| Primrose Brook | Between Great Swamp National Wildlife Refuge and a point located 1,821 feet upstream of Interstate Highway 287 | |
| Silver Brook | Downstream of Interstate Highway 287 | |
| Jefferson Township | Lake Hopatcong | Entire reach |
| Lake Hopatcong Tributary 2 | Downstream of a point located 25 feet upstream of Lorettacong Drive | |
| Rockaway River | Downstream of a point located 7,500 feet upstream of Weldon Road | |
| Rockaway River Tributary 5 | Downstream of a point located 1,700 feet upstream of Cozy Lake Dam | |
| Rockaway River Tributary 5-1 | Downstream of the head of Moospac Lake |
Source context and notes
| | Whippany River | Downstream of Interstate Highway 287 (near Hanover Avenue) | | --- | --- | --- | | Harding Township | Great Brook | Upstream of Woodland Road | | | Great Brook Tributary | Downstream of a point located 69 feet upstream of James Street | | | Passaic River | Entire reach | | | Primrose Brook | Between Great Swamp National Wildlife Refuge and a point located 1,821 feet upstream of Interstate Highway 287 | | | Silver Brook | Downstream of Interstate Highway 287 | | Jefferson Township | Lake Hopatcong | Entire reach | | | Lake Hopatcong Tributary 2 | Downstream of a point located 25 feet upstream of Lorettacong Drive | | | Rockaway River | Downstream of a point located 7,500 feet upstream of Weldon Road | | | Rockaway River Tributary 5 | Downstream of a point located 1,700 feet upstream of Cozy Lake Dam | | | Rockaway River Tributary 5-1 | Downstream of the head of Moospac Lake | 32286. Table 86¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 323
| Rockaway River Tributary 6 |
Downstream of a point located 100 feet upstream of Milton Road | |
|---|---|---|
| Rockaway River Tributary 7 |
Downstream of Weldon Road | |
| Weldon Brook | Downstream of East Shawnee Trail | |
| Pequannock River | Downstream of Oak Ridge Reservoir | |
| Kinnelon Borough | Pequannock River | Downstream of a point located 600 feet upstream of the State Highway 23 u-turn across the river |
| Lincoln Park Borough | Beaver Dam Brook | Entire reach |
| East Ditch | Entire reach | |
| Passaic River | Entire reach | |
| Pompton River | Entire reach | |
| West Ditch | Entire reach | |
| Long Hill Township | Passaic River | Entire reach |
| Madison Borough | Spring Garden Brook | Downstream of a point located 400 feet upstream of Cross Street |
| Mendham Borough | None | N/A |
| Mendham Township | Burnett Brook | Entire reach |
| Dawsons Brook | Entire reach | |
| Harmony Brook | Downstream of the Clyde Potts Reservoir Dam |
Source context and notes
| | Rockaway RiverTributary 6 | Downstream of a point located 100 feet upstream of Milton Road | | --- | --- | --- | | | Rockaway River
Tributary 7 | Downstream of Weldon Road | | | Weldon Brook | Downstream of East Shawnee Trail | | | Pequannock River | Downstream of Oak Ridge Reservoir | | Kinnelon Borough | Pequannock River | Downstream of a point located 600 feet upstream of the State Highway 23 u-turn across the river | | Lincoln Park Borough | Beaver Dam Brook | Entire reach | | | East Ditch | Entire reach | | | Passaic River | Entire reach | | | Pompton River | Entire reach | | | West Ditch | Entire reach | | Long Hill Township | Passaic River | Entire reach | | Madison Borough | Spring Garden Brook | Downstream of a point located 400 feet upstream of Cross Street | | Mendham Borough | None | N/A | | Mendham Township | Burnett Brook | Entire reach | | | Dawsons Brook | Entire reach | | | Harmony Brook | Downstream of the Clyde Potts Reservoir Dam |
87. Table 87¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 324
| North Branch Raritan River | Entire reach | |
|---|---|---|
| Passaic River | Downstream of a point located 1,300 feet upstream of Tempe Wick Road | |
| Whippany River | Downstream of Harmony Brook | |
| Mine Hill Township | Lamington River | Downstream of the head of a lake located 5,100 feet upstream of State Highway 10 |
| Montville Township | Beaver Dam Brook | Downstream of Waughaw Road |
| Crooked Brook | Downstream of Lake Valhalla | |
| Crooked Brook Tributary | Entire reach | |
| Hatfield Creek | Downstream of a point located 800 feet upstream of Brittany Road | |
| Passaic River | Entire reach | |
| Rockaway River | Entire reach | |
| Stony Brook | Entire reach | |
| Morris Township | Great Brook | Entire reach |
| Watnong Brook | Entire reach | |
| Whippany River | Entire reach | |
| Morris Plains Borough | Jaquis Brook | Entire reach |
| Watnong Brook | Entire reach |
Source context and notes
| | North Branch Raritan River | Entire reach | | --- | --- | --- | | | Passaic River | Downstream of a point located 1,300 feet upstream of Tempe Wick Road | | | Whippany River | Downstream of Harmony Brook | | Mine Hill Township | Lamington River | Downstream of the head of a lake located 5,100 feet upstream of State Highway 10 | | Montville Township | Beaver Dam Brook | Downstream of Waughaw Road | | | Crooked Brook | Downstream of Lake Valhalla | | | Crooked Brook Tributary | Entire reach | | | Hatfield Creek | Downstream of a point located 800 feet upstream of Brittany Road | | | Passaic River | Entire reach | | | Rockaway River | Entire reach | | | Stony Brook | Entire reach | | Morris Township | Great Brook | Entire reach | | | Watnong Brook | Entire reach | | | Whippany River | Entire reach | | Morris Plains Borough | Jaquis Brook | Entire reach | | | Watnong Brook | Entire reach |88. Table 88¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 325
| Morristown Town | Great Brook | Downstream of a point located 70 feet upstream of James Street |
|---|---|---|
| Whippany River | Entire reach | |
| Mountain Lakes Borough | None | N/A |
| Mount Arlington Borough | None | N/A |
| Mount Olive Township | Budd Lake Tributary | Downstream of U.S. Highway 46 |
| Conlon Pond Brook | Downstream of a point located 2,600 feet upstream of the northerly U.S. Highway 206 crossing | |
| Drakes Brook | Entire reach | |
| Musconetcong River | Entire reach | |
| South Branch Raritan River | Downstream of Budd Lake | |
| Wills Brook | Downstream of a point located 4,150 feet upstream of Interstate Highway 80 | |
| Netcong Borough | Musconetcong River | Entire reach |
| Parsippany-Troy Hills Township | Eastmans Brook | Downstream of the head of Lake Parsippany |
| Rockaway River | Entire reach | |
| Troy Brook | Downstream of a point located 900 feet upstream of Ulysses Street | |
| Watnong Brook | Downstream of Powder Mill Pond |
Source context and notes
| Morristown Town | Great Brook | Downstream of a point located 70 feet upstream of James Street | | --- | --- | --- | | | Whippany River | Entire reach | | Mountain Lakes Borough | None | N/A | | Mount Arlington Borough | None | N/A | | Mount Olive Township | Budd Lake Tributary | Downstream of U.S. Highway 46 | | | Conlon Pond Brook | Downstream of a point located 2,600 feet upstream of the northerly U.S. Highway 206 crossing | | | Drakes Brook | Entire reach | | | Musconetcong River | Entire reach | | | South Branch Raritan River | Downstream of Budd Lake | | | Wills Brook | Downstream of a point located 4,150 feet upstream of Interstate Highway 80 | | Netcong Borough | Musconetcong River | Entire reach | | Parsippany-Troy Hills Township | Eastmans Brook | Downstream of the head of Lake Parsippany | | | Rockaway River | Entire reach | | | Troy Brook | Downstream of a point located 900 feet upstream of Ulysses Street | | | Watnong Brook | Downstream of Powder Mill Pond |89. Table 89¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 326
| West Brook | Downstream of a point located 1,250 feet upstream of Preston Road | |
|---|---|---|
| Whippany River | Entire reach | |
| Pequannock Township | East Ditch | Downstream of Mountain Avenue |
| Pequannock River | Entire reach | |
| Pompton River | Entire reach | |
| Ramapo River | Entire reach | |
| West Ditch | Entire reach | |
| Randolph Township | Lamington River | Entire reach |
| Rockaway River | Entire reach | |
| Riverdale Borough | Pequannock River | Entire reach |
| Rockaway Borough | Beaver Brook | Entire reach |
| Fox Brook | Entire reach | |
| Rockaway River | Entire reach | |
| Rockaway Township | Beaver Brook | Downstream of Old Beach Glen Road |
| Green Pond Brook | Downstream of an Interstate Highway 80 ramp located 2,025 feet upstream of State Highway 15 | |
| Rockaway River | Entire reach | |
| Roxbury Township | Drakes Brook | Downstream of Canal Street |
| Lake Hopatcong | Entire reach |
Source context and notes
| | West Brook | Downstream of a point located 1,250 feet upstream of Preston Road | | --- | --- | --- | | | Whippany River | Entire reach | | Pequannock Township | East Ditch | Downstream of Mountain Avenue | | | Pequannock River | Entire reach | | | Pompton River | Entire reach | | | Ramapo River | Entire reach | | | West Ditch | Entire reach | | Randolph Township | Lamington River | Entire reach | | | Rockaway River | Entire reach | | Riverdale Borough | Pequannock River | Entire reach | | Rockaway Borough | Beaver Brook | Entire reach | | | Fox Brook | Entire reach | | | Rockaway River | Entire reach | | Rockaway Township | Beaver Brook | Downstream of Old Beach Glen Road | | | Green Pond Brook | Downstream of an Interstate Highway 80 ramp located 2,025 feet upstream of State Highway 15 | | | Rockaway River | Entire reach | | Roxbury Township | Drakes Brook | Downstream of Canal Street | | | Lake Hopatcong | Entire reach | 32690. Table 90¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 327
| Lamington River | Downstream of the head of a lake located 5,100 feet upstream of State Highway 10 | |
|---|---|---|
| Musconetcong River | Downstream of Hopatcong State Park | |
| Rockaway River | Entire reach | |
| Succasunna Brook | Downstream of Eyland Avenue | |
| Victory Gardens Borough | None | N/A |
| Washington Township | Drakes Brook | Entire reach |
| Electric Brook | Downstream of the Lake George Dam | |
| Musconetcong River | Entire reach | |
| Musconetcong River Tributary B | Downstream of State Highway 24 | |
| South Branch Raritan River | Entire reach | |
| Stephensburg Brook | Downstream of a point located 1,960 feet upstream of Stephensburg Road | |
| Stony Brook | Downstream of Fairview Avenue | |
| Tanners Brook | Downstream of Old Farmers Road | |
| Wharton Borough | Rockaway River | Entire reach |
Source context and notes
| | Lamington River | Downstream of the head of a lake located 5,100 feet upstream of State Highway 10 | | --- | --- | --- | | | Musconetcong River | Downstream of Hopatcong State Park | | | Rockaway River | Entire reach | | | Succasunna Brook | Downstream of Eyland Avenue | | Victory Gardens Borough | None | N/A | | Washington Township | Drakes Brook | Entire reach | | | Electric Brook | Downstream of the Lake George Dam | | | Musconetcong River | Entire reach | | | Musconetcong River Tributary B | Downstream of State Highway 24 | | | South Branch Raritan River | Entire reach | | | Stephensburg Brook | Downstream of a point located 1,960 feet upstream of Stephensburg Road | | | Stony Brook | Downstream of Fairview Avenue | | | Tanners Brook | Downstream of Old Farmers Road | | Wharton Borough | Rockaway River | Entire reach | 32791. Table 91¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 328
| Green Pond Brook | Downstream of an Interstate Highway 80 ramp located 2,025 feet upstream of State Highway 15 | |
|---|---|---|
| Ocean County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Barnegat Township | None | N/A |
| Barnegat Light Borough | None | N/A |
| Bay Head Borough | None | N/A |
| Beach Haven Borough | None | N/A |
| Beachwood Borough | Jakes Branch | Along municipal boundary with South Toms River Borough, Ocean County, downstream of a point located 2,000 feet upstream of Double Trouble Road |
| Berkeley Township | None | N/A |
| Brick Township | None | N/A |
| Dover Township | Toms River | Along municipal boundary with Manchester Township, Ocean County, and also downstream of South Main Street |
| Eagleswood Township | None | N/A |
| Harvey Cedars Borough | None | N/A |
| Island Heights Borough | None | N/A |
Source context and notes
| | Green Pond Brook | Downstream of an Interstate Highway 80 ramp located 2,025 feet upstream of State Highway 15 | | --- | --- | --- | | Ocean County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Barnegat Township | None | N/A | | Barnegat Light Borough | None | N/A | | Bay Head Borough | None | N/A | | Beach Haven Borough | None | N/A | | Beachwood Borough | Jakes Branch | Along municipal boundary with South Toms River Borough, Ocean County, downstream of a point located 2,000 feet upstream of Double Trouble Road | | Berkeley Township | None | N/A | | Brick Township | None | N/A | | Dover Township | Toms River | Along municipal boundary with Manchester Township, Ocean County, and also downstream of South Main Street | | Eagleswood Township | None | N/A | | Harvey Cedars Borough | None | N/A | | Island Heights Borough | None | N/A |92. Table 92¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 329
| Jackson Township | North Branch Metedeconk River |
Along municipal boundary with Howell Township, Monmouth County |
|---|---|---|
| Toms River Tributary | Upstream 7,840 feet from County Route 571 |
|
| Lacey Township | None | N/A |
| Lakehurst Borough | Manapaqua Brook | Downstream of a point located 1,500 feet upstream of County Route 547 |
| Union Branch | Entire reach including Horicon Lake |
|
| Lakewood Township | North Branch Metedeconk River |
Along municipal boundary with Howell Township, Monmouth County |
| Lavallette Borough | None | N/A |
| Little Egg Harbor Township | None | N/A |
| Long Beach Township | None | N/A |
| Manchester Township | Davenport Branch | Downstream of Lacey Road |
| Manapaqua Brook | Downstream of a point located 1,500 feet upstream of County Route 547 |
|
| Ridgeway Branch | Downstream of County Route 547 |
|
| Ridgeway Branch Tributary |
Downstream of Wilbur Avenue |
Source context and notes
| Jackson Township | North BranchMetedeconk River | Along municipal boundary
with Howell Township,
Monmouth County | | --- | --- | --- | | | Toms River Tributary | Upstream 7,840 feet from
County Route 571 | | Lacey Township | None | N/A | | Lakehurst Borough | Manapaqua Brook | Downstream of a point
located 1,500 feet upstream
of County Route 547 | | | Union Branch | Entire reach including
Horicon Lake | | Lakewood Township | North Branch
Metedeconk River | Along municipal boundary
with Howell Township,
Monmouth County | | Lavallette Borough | None | N/A | | Little Egg Harbor Township | None | N/A | | Long Beach Township | None | N/A | | Manchester Township | Davenport Branch | Downstream of Lacey Road | | | Manapaqua Brook | Downstream of a point
located 1,500 feet upstream
of County Route 547 | | | Ridgeway Branch | Downstream of County
Route 547 | | | Ridgeway Branch
Tributary | Downstream of Wilbur
Avenue | 329
93. Table 93¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 330
| Toms River | Along municipal boundary with Dover Township, Ocean County | |
|---|---|---|
| Union Branch | Downstream of State Highway 70 including Horicon Lake | |
| Mantoloking Borough | None | N/A |
| Ocean Township | None | N/A |
| Ocean Gate Borough | Toms River | Entire reach |
| Toms River Tributary | Downstream of a point located 200 feet upstream of West Point Pleasant Avenue | |
| Pine Beach Borough | None | N/A |
| Plumsted Township | Crosswicks Creek | Entire reach |
| Stonyford Brook | Downstream of Moorehouse Road | |
| Point Pleasant Borough | None | N/A |
| Point Pleasant Beach Borough | None | N/A |
| Seaside Heights Borough | None | N/A |
| Seaside Park Borough | None | N/A |
| Ship Bottom Borough | None | N/A |
| South Toms River Borough | Jakes Branch | Downstream of a point located 2,000 feet upstream of Double Trouble Road |
| Toms River | Downstream of South Main Street |
Source context and notes
| | Toms River | Along municipal boundary with Dover Township, Ocean County | | --- | --- | --- | | | Union Branch | Downstream of State Highway 70 including Horicon Lake | | Mantoloking Borough | None | N/A | | Ocean Township | None | N/A | | Ocean Gate Borough | Toms River | Entire reach | | | Toms River Tributary | Downstream of a point located 200 feet upstream of West Point Pleasant Avenue | | Pine Beach Borough | None | N/A | | Plumsted Township | Crosswicks Creek | Entire reach | | | Stonyford Brook | Downstream of Moorehouse Road | | Point Pleasant Borough | None | N/A | | Point Pleasant Beach Borough | None | N/A | | Seaside Heights Borough | None | N/A | | Seaside Park Borough | None | N/A | | Ship Bottom Borough | None | N/A | | South Toms River Borough | Jakes Branch | Downstream of a point located 2,000 feet upstream of Double Trouble Road | | | Toms River | Downstream of South Main Street | 33094. Table 94¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 331
| Passaic County | ||
|---|---|---|
| Municipality | Name of Studied Water | Section Studied |
| Bloomingdale Borough | Cold Spring Brook | Downstream of a point located 600 feet upstream of Glenwild Avenue |
| Oakwood Lake Brook | Downstream of a point located 550 feet upstream of Woodward Avenue | |
| Pequannock River | Entire reach | |
| Posts Brook Tributary 1 | Downstream of Glen Wild Lake | |
| Posts Brook Tributary 2 | Downstream of Lake Ioscoe | |
| Van Dam Brook | Downstream of a point located 700 feet upstream of Knolls Road | |
| Van Dam Brook Tributary | Downstream of a point located 900 feet upstream of Tice Street | |
| Clifton City | Passaic River | Entire reach |
| Plog Brook | Downstream of a point located 150 feet downstream of Van Houten Avenue near Clifton Avenue | |
| Third River | Entire reach |
Source context and notes
| Passaic County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Bloomingdale Borough | Cold Spring Brook | Downstream of a point located 600 feet upstream of Glenwild Avenue | | | Oakwood Lake Brook | Downstream of a point located 550 feet upstream of Woodward Avenue | | | Pequannock River | Entire reach | | | Posts Brook Tributary 1 | Downstream of Glen Wild Lake | | | Posts Brook Tributary 2 | Downstream of Lake Ioscoe | | | Van Dam Brook | Downstream of a point located 700 feet upstream of Knolls Road | | | Van Dam Brook Tributary | Downstream of a point located 900 feet upstream of Tice Street | | Clifton City | Passaic River | Entire reach | | | Plog Brook | Downstream of a point located 150 feet downstream of Van Houten Avenue near Clifton Avenue | | | Third River | Entire reach |95. Table 95¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 332
| Wabash Brook | Downstream of a point located 150 feet downstream of Louise Street | |
|---|---|---|
| Weasel Brook | Downstream of a point located 150 feet upstream of Rutgers Place | |
| Weasel Brook Branch | Downstream of Garden State Parkway | |
| Weasel Brook Branch 3-5-2 | Downstream of Athenia Avenue | |
| Haledon Borough | Molly Anns Brook | Entire reach |
| Hawthorne Borough | Deep Brook | Entire reach |
| Goffle Brook | Entire reach | |
| Passaic River | Entire reach | |
| Little Falls Township | Great Notch Brook | Downstream of the municipal boundary with West Paterson Borough, Passaic County, near the intersection of U.S. Highway 46 and Lower Notch Road |
| Peckman River | Entire reach | |
| North Haledon Borough | Buttermilk Falls Brook | Downstream of a point located 1,000 feet upstream of Belmont Avenue |
| Glen Place Brook | Entire reach | |
| Molly Anns Brook | Entire reach |
Source context and notes
| | Wabash Brook | Downstream of a point located 150 feet downstream of Louise Street | | --- | --- | --- | | | Weasel Brook | Downstream of a point located 150 feet upstream of Rutgers Place | | | Weasel Brook Branch | Downstream of Garden State Parkway | | | Weasel Brook Branch 3-5-2 | Downstream of Athenia Avenue | | Haledon Borough | Molly Anns Brook | Entire reach | | Hawthorne Borough | Deep Brook | Entire reach | | | Goffle Brook | Entire reach | | | Passaic River | Entire reach | | Little Falls Township | Great Notch Brook | Downstream of the municipal boundary with West Paterson Borough, Passaic County, near the intersection of U.S. Highway 46 and Lower Notch Road | | | Peckman River | Entire reach | | North Haledon Borough | Buttermilk Falls Brook | Downstream of a point located 1,000 feet upstream of Belmont Avenue | | | Glen Place Brook | Entire reach | | | Molly Anns Brook | Entire reach |96. Table 96¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 333
| Molly Anns Brook Tributary 3 |
Downstream of a point located near the intersection of Walray Avenue and Manor Road | |
|---|---|---|
| Molly Anns Brook Tributary 4 |
Downstream of a point located 130 feet downstream of Gemeinhardt Place | |
| Molly Anns Brook Tributary 6 |
Downstream of Pleasant View Drive | |
| Squaw Brook | Downstream of a point located 950 feet upstream of Squaw Brook Road | |
| Passaic City | Macdonald Brook | Downstream of a point located 300 feet downstream of Broadway |
| Passaic River | Entire reach | |
| Weasel Brook | Entire reach | |
| Paterson City | Molly Anns Brook | Entire reach |
| Passaic River | Entire reach | |
| Slippery Rock Brook | Entire reach | |
| Pompton Lakes Borough | Pequannock River | Entire reach |
| Posts Brook | Downstream of the Lower Twin Lake Dam | |
| Ramapo River | Entire reach | |
| Wanaque River | Downstream of the Lake Inez Dam | |
| Prospect Park Borough | Molly Anns Brook | Entire reach |
| Passaic River | Entire reach |
Source context and notes
| | Molly Anns BrookTributary 3 | Downstream of a point located near the intersection of Walray Avenue and Manor Road | | --- | --- | --- | | | Molly Anns Brook
Tributary 4 | Downstream of a point located 130 feet downstream of Gemeinhardt Place | | | Molly Anns Brook
Tributary 6 | Downstream of Pleasant View Drive | | | Squaw Brook | Downstream of a point located 950 feet upstream of Squaw Brook Road | | Passaic City | Macdonald Brook | Downstream of a point located 300 feet downstream of Broadway | | | Passaic River | Entire reach | | | Weasel Brook | Entire reach | | Paterson City | Molly Anns Brook | Entire reach | | | Passaic River | Entire reach | | | Slippery Rock Brook | Entire reach | | Pompton Lakes Borough | Pequannock River | Entire reach | | | Posts Brook | Downstream of the Lower Twin Lake Dam | | | Ramapo River | Entire reach | | | Wanaque River | Downstream of the Lake Inez Dam | | Prospect Park Borough | Molly Anns Brook | Entire reach | | | Passaic River | Entire reach | 333
97. Table 97¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 334
| Ringwood Borough | Burnt Meadow Brook | Entire reach |
|---|---|---|
| Burnt Meadow Brook Branch 5 | Downstream of a point located 600 feet upstream of Woodside Avenue | |
| Cupsaw Brook | Downstream of a point located 50 feet upstream of Kraft Place | |
| Cupsaw Brook Branch 1 | Downstream of a point located 200 feet downstream of Kendall Drive | |
| Cupsaw Brook Branch 2 | Downstream of a point located 50 feet upstream of Skylands Road | |
| Cupsaw Brook Branch 3 | Downstream of a point located 50 feet upstream of Skylands Road | |
| Cupsaw Brook Branch 4 | Downstream of a point located 850 feet upstream of Kraft Place | |
| Erskine Brook | Downstream of the head of Upper Erskine Lake | |
| High Mountain Brook | Downstream of a point located 5,400 feet upstream of the James Drive cul-de-sac | |
| Meadow Brook | Downstream of the head of Skyline Lakes |
Source context and notes
| Ringwood Borough | Burnt Meadow Brook | Entire reach | | --- | --- | --- | | | Burnt Meadow Brook Branch 5 | Downstream of a point located 600 feet upstream of Woodside Avenue | | | Cupsaw Brook | Downstream of a point located 50 feet upstream of Kraft Place | | | Cupsaw Brook Branch 1 | Downstream of a point located 200 feet downstream of Kendall Drive | | | Cupsaw Brook Branch 2 | Downstream of a point located 50 feet upstream of Skylands Road | | | Cupsaw Brook Branch 3 | Downstream of a point located 50 feet upstream of Skylands Road | | | Cupsaw Brook Branch 4 | Downstream of a point located 850 feet upstream of Kraft Place | | | Erskine Brook | Downstream of the head of Upper Erskine Lake | | | High Mountain Brook | Downstream of a point located 5,400 feet upstream of the James Drive cul-de-sac | | | Meadow Brook | Downstream of the head of Skyline Lakes |98. Table 98¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 335
| Meadow Brook Branch 2 | Downstream of the head of Hidden Valley Lake | |
|---|---|---|
| Ringwood Creek | Downstream of a point located 100 feet upstream of Farm Road | |
| Ringwood Creek Branch 1 | Downstream of a point located 35 feet upstream of Sloatsburg Road | |
| Stephens Lake Brook | Entire reach | |
| Stephens Lake Brook Branch 1 | Upstream 1,420 feet from Conklintown Road | |
| Stephens Lake Brook Branch 2 | Downstream of a point located 2,000 feet upstream of Poplar Drive | |
| Wanaque River | Entire reach | |
| West Brook | Entire reach | |
| Totowa Borough | Naachtpunkt Brook | Downstream of Totowa Road |
| Passaic River | Entire reach | |
| Preakness Brook (Signac Brook) | Entire reach | |
| Wanaque Borough | Meadow Brook | Entire reach |
| Posts Brook | Entire reach (matches with Posts Brook Tributary 2 in Bloomindale Borough, Passaic County) |
Source context and notes
| | Meadow Brook Branch 2 | Downstream of the head of Hidden Valley Lake | | --- | --- | --- | | | Ringwood Creek | Downstream of a point located 100 feet upstream of Farm Road | | | Ringwood Creek Branch 1 | Downstream of a point located 35 feet upstream of Sloatsburg Road | | | Stephens Lake Brook | Entire reach | | | Stephens Lake Brook Branch 1 | Upstream 1,420 feet from Conklintown Road | | | Stephens Lake Brook Branch 2 | Downstream of a point located 2,000 feet upstream of Poplar Drive | | | Wanaque River | Entire reach | | | West Brook | Entire reach | | Totowa Borough | Naachtpunkt Brook | Downstream of Totowa Road | | | Passaic River | Entire reach | | | Preakness Brook (Signac Brook) | Entire reach | | Wanaque Borough | Meadow Brook | Entire reach | | | Posts Brook | Entire reach (matches with Posts Brook Tributary 2 in Bloomindale Borough, Passaic County) |99. Table 99¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 336
| Posts Brook Branch 1 | Entire reach (matches with Posts Brook Tributary 1 in Bloomindale Borough, Passaic County) | |
|---|---|---|
| Posts Brook Branch 2 | Downstream of a point located 1,100 feet upstream of Dupont Avenue | |
| Stephens Lake Brook | Downstream of a point located 3,380 feet upstream of the Stephens Lake Dam | |
| Stephens Lake Brook Branch 2 | Entire reach | |
| Wanaque River | Entire reach | |
| Wayne Township | Naachtpunkt Brook | Downstream of Totowa Road |
| Packanack Brook | Downstream of a point located 300 feet upstream of Ratzer Road | |
| Passaic River | Entire reach | |
| Pequannock River | Entire reach | |
| Pompton River | Entire reach | |
| Preakness Brook (Signac Brook) | Downstream of County Route 504 | |
| Ramapo River | Entire reach | |
| West Milford Township | Belcher Creek | Downstream of a point located 20 feet upstream of Union Valley Road |
Source context and notes
| | Posts Brook Branch 1 | Entire reach (matches with Posts Brook Tributary 1 in Bloomindale Borough, Passaic County) | | --- | --- | --- | | | Posts Brook Branch 2 | Downstream of a point located 1,100 feet upstream of Dupont Avenue | | | Stephens Lake Brook | Downstream of a point located 3,380 feet upstream of the Stephens Lake Dam | | | Stephens Lake Brook Branch 2 | Entire reach | | | Wanaque River | Entire reach | | Wayne Township | Naachtpunkt Brook | Downstream of Totowa Road | | | Packanack Brook | Downstream of a point located 300 feet upstream of Ratzer Road | | | Passaic River | Entire reach | | | Pequannock River | Entire reach | | | Pompton River | Entire reach | | | Preakness Brook (Signac Brook) | Downstream of County Route 504 | | | Ramapo River | Entire reach | | West Milford Township | Belcher Creek | Downstream of a point located 20 feet upstream of Union Valley Road |100. Table 100¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 337
| Belcher Creek Branch 1 |
Downstream of a point located 25 feet upstream of Union Valley Road | |
|---|---|---|
| Belcher Creek Branch 2 |
Downstream of a point located 7,750 feet upstream of the Reflection Lake Dam | |
| Cooley Brook | Downstream of a point located 1,925 feet upstream of Warwick Turnpike | |
| Green Brook | Downstream of a point located 1,300 feet upstream of Union Valley Road | |
| Greenwood Lake | Entire reach | |
| Longhouse Brook | Downstream of the head of Bearfort Waters | |
| Morsetown Brook | Downstream of the head of Carpi Lake | |
| Pequannock River | Downstream of Oak Ridge Reservoir along Jefferson Township, Morris County, and also downstream of a point located 600 feet upstream of the State Highway 23 u-turn across the river | |
| Posts Brook | Downstream of the head of Algonquin Waters |
Source context and notes
| | Belcher Creek Branch1 | Downstream of a point located 25 feet upstream of Union Valley Road | | --- | --- | --- | | | Belcher Creek Branch
2 | Downstream of a point located 7,750 feet upstream of the Reflection Lake Dam | | | Cooley Brook | Downstream of a point located 1,925 feet upstream of Warwick Turnpike | | | Green Brook | Downstream of a point located 1,300 feet upstream of Union Valley Road | | | Greenwood Lake | Entire reach | | | Longhouse Brook | Downstream of the head of Bearfort Waters | | | Morsetown Brook | Downstream of the head of Carpi Lake | | | Pequannock River | Downstream of Oak Ridge Reservoir along Jefferson Township, Morris County, and also downstream of a point located 600 feet upstream of the State Highway 23 u-turn across the river | | | Posts Brook | Downstream of the head of Algonquin Waters |
101. Table 101¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 338
| Posts Brook Branch 3 | Downstream of a point located 2,800 feet upstream of Weaver Road | |
|---|---|---|
| Posts Brook Branch 4 | Downstream of a point located 440 feet upstream of Weaver Road | |
| West Brook | Between the Lower Mount Glen Lake Dam and the head of Indian Trail Lake by Pleasant View Drive | |
| West Brook Branch 7 | Downstream of a point located 1,840 feet upstream of Lindys Road | |
| West Paterson Borough | Dowling Brook | Downstream of a point located 90 feet upstream of Lackawanna Avenue |
| Great Notch Brook | Entire reach | |
| Passaic River | Entire reach | |
| Pearl Brook | Downstream of a point located 940 feet upstream of Casson Lane | |
| Peckman River | Entire reach | |
| Slippery Rock Brook | Downstream of a point located 1,200 feet upstream of Wealelsdrift Road | |
| Salem County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Alloway Township | None | N/A |
Source context and notes
| | Posts Brook Branch 3 | Downstream of a point located 2,800 feet upstream of Weaver Road | | --- | --- | --- | | | Posts Brook Branch 4 | Downstream of a point located 440 feet upstream of Weaver Road | | | West Brook | Between the Lower Mount Glen Lake Dam and the head of Indian Trail Lake by Pleasant View Drive | | | West Brook Branch 7 | Downstream of a point located 1,840 feet upstream of Lindys Road | | West Paterson Borough | Dowling Brook | Downstream of a point located 90 feet upstream of Lackawanna Avenue | | | Great Notch Brook | Entire reach | | | Passaic River | Entire reach | | | Pearl Brook | Downstream of a point located 940 feet upstream of Casson Lane | | | Peckman River | Entire reach | | | Slippery Rock Brook | Downstream of a point located 1,200 feet upstream of Wealelsdrift Road | | Salem County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Alloway Township | None | N/A |102. Table 102¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 339
| Carneys Point Township | None | N/A |
|---|---|---|
| Elmer Borough | None | N/A |
| Elsinboro Township | Salem River | Entire reach |
| Alloways Creek | Entire reach | |
| Lower Alloways Creek Township | Lower Alloways Creek | Downstream of Salem-Hancocks Bridge Road |
| Mannington Township | Fenwick Creek | Downstream of Keasbey Creek |
| Keasbey Creek | Between Fenwick Creek and a point located 50 feet upstream of Quaker Neck Road | |
| Oldmans Township | Oldmans Creek | Downstream of the municipal boundary of Logan Township and Woolwich Township, Gloucester County |
| Penns Grove Borough | None | N/A |
| Pennsville Township | Salem River | Along municipal boundary with both Elsinboro Township and Salem City, Salem County |
| Pilesgrove Township | None | N/A |
| Pittsgrove Township | Maurice River | Downstream of the Willow Grove Lake Dam |
| Quinton Township | None | N/A |
| Salem City | Fenwick Creek | Entire reach |
Source context and notes
| Carneys Point Township | None | N/A | | --- | --- | --- | | Elmer Borough | None | N/A | | Elsinboro Township | Salem River | Entire reach | | | Alloways Creek | Entire reach | | Lower Alloways Creek Township | Lower Alloways Creek | Downstream of Salem-Hancocks Bridge Road | | Mannington Township | Fenwick Creek | Downstream of Keasbey Creek | | | Keasbey Creek | Between Fenwick Creek and a point located 50 feet upstream of Quaker Neck Road | | Oldmans Township | Oldmans Creek | Downstream of the municipal boundary of Logan Township and Woolwich Township, Gloucester County | | Penns Grove Borough | None | N/A | | Pennsville Township | Salem River | Along municipal boundary with both Elsinboro Township and Salem City, Salem County | | Pilesgrove Township | None | N/A | | Pittsgrove Township | Maurice River | Downstream of the Willow Grove Lake Dam | | Quinton Township | None | N/A | | Salem City | Fenwick Creek | Entire reach |103. Table 103¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 340
| Keasbey Creek | Between Fenwick Creek and a point located 50 feet upstream of Quaker Neck Road | |
|---|---|---|
| Salem River | Entire reach | |
| Upper Pittsgrove Township | None | N/A |
| Woodstown Borough | None | N/A |
| Somerset County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Bedminster Township | Chambers Brook | Downstream of the head of Echo Lake |
| Clucas Brook | Downstream of County Route 523 | |
| Herzog Brook | Downstream of County Route 512 | |
| Hoopstick Brook | Downstream of County Route 523 | |
| Lamington River | Entire reach | |
| Middle Brook | Downstream of a point located 50 feet upstream of Spook Hollow Road | |
| North Branch Raritan River | Entire reach | |
| Peapack Brook | Entire reach | |
| Bernards Township | Dead River | Downstream of a point located 300 feet downstream of Interstate Highway 287 |
Source context and notes
| | Keasbey Creek | Between Fenwick Creek and a point located 50 feet upstream of Quaker Neck Road | | --- | --- | --- | | | Salem River | Entire reach | | Upper Pittsgrove Township | None | N/A | | Woodstown Borough | None | N/A | | Somerset County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Bedminster Township | Chambers Brook | Downstream of the head of Echo Lake | | | Clucas Brook | Downstream of County Route 523 | | | Herzog Brook | Downstream of County Route 512 | | | Hoopstick Brook | Downstream of County Route 523 | | | Lamington River | Entire reach | | | Middle Brook | Downstream of a point located 50 feet upstream of Spook Hollow Road | | | North Branch Raritan River | Entire reach | | | Peapack Brook | Entire reach | | Bernards Township | Dead River | Downstream of a point located 300 feet downstream of Interstate Highway 287 |104. Table 104¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 341
| Harrison Brook | Downstream of a point located 80 feet upstream of South Alward Avenue | |
|---|---|---|
| Harrison Brook Branch 2 | Downstream of a point located 250 feet downstream of Debra Lane | |
| Passaic River | Entire reach | |
| Bernardsville Borough | Indian Grave Brook | Entire reach |
| Indian Grave Brook Tributary K | Downstream of a point located 100 feet downstream of Washington Corner Road | |
| North Branch Raritan River | Entire reach | |
| Passaic River | Entire reach | |
| Bound Brook Borough | Green Brook | Entire reach |
| Raritan River | Entire reach | |
| Branchburg Township | Holland Brook | Entire reach |
| Lamington River | Entire reach | |
| North Branch Raritan River | Entire reach | |
| South Branch Raritan River | Entire reach | |
| Bridgewater Township | Chambers Brook | Downstream of the head of Echo Lake |
| Green Brook | Entire reach | |
| North Branch Raritan River | Entire reach | |
| Raritan River | Entire reach |
Source context and notes
| | Harrison Brook | Downstream of a point located 80 feet upstream of South Alward Avenue | | --- | --- | --- | | | Harrison Brook Branch 2 | Downstream of a point located 250 feet downstream of Debra Lane | | | Passaic River | Entire reach | | Bernardsville Borough | Indian Grave Brook | Entire reach | | | Indian Grave Brook Tributary K | Downstream of a point located 100 feet downstream of Washington Corner Road | | | North Branch Raritan River | Entire reach | | | Passaic River | Entire reach | | Bound Brook Borough | Green Brook | Entire reach | | | Raritan River | Entire reach | | Branchburg Township | Holland Brook | Entire reach | | | Lamington River | Entire reach | | | North Branch Raritan River | Entire reach | | | South Branch Raritan River | Entire reach | | Bridgewater Township | Chambers Brook | Downstream of the head of Echo Lake | | | Green Brook | Entire reach | | | North Branch Raritan River | Entire reach | | | Raritan River | Entire reach |105. Table 105¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 342
| Far Hills Borough | North Branch Raritan River | Entire reach |
|---|---|---|
| Franklin Township | Mile Run | Entire reach |
| Millstone River | Entire reach | |
| Raritan River | Entire reach | |
| Green Brook Township | Green Brook | Entire reach |
| Stony Brook | Entire reach | |
| Hillsborough Township | Millstone River | Entire reach |
| Raritan River | Entire reach | |
| South Branch Raritan River | Entire reach | |
| Manville Borough | Millstone River | Entire reach |
| Raritan River | Entire reach | |
| Millstone Borough | Millstone River | Entire reach |
| Montgomery Township | Bedens Brook | Entire reach |
| Cruser Brook | Downstream of Belle Mead-Blawenburg Road | |
| Millstone River | Entire reach | |
| Pike Run | Entire reach | |
| Rock Brook | Downstream of Camp Meeting Avenue | |
| Van Horn Brook | Entire reach | |
| North Plainfield Borough | Green Brook | Entire reach |
| Stoney Brook | Entire reach | |
| Peapack and Gladstone Borough | North Branch Raritan River | Entire reach |
| Raritan River | Entire reach | |
| Rocky Hill Borough | Millstone River | Entire reach |
| Van Horn Brook | Entire reach |
Source context and notes
| Far Hills Borough | North Branch Raritan River | Entire reach | | --- | --- | --- | | Franklin Township | Mile Run | Entire reach | | | Millstone River | Entire reach | | | Raritan River | Entire reach | | Green Brook Township | Green Brook | Entire reach | | | Stony Brook | Entire reach | | Hillsborough Township | Millstone River | Entire reach | | | Raritan River | Entire reach | | | South Branch Raritan River | Entire reach | | Manville Borough | Millstone River | Entire reach | | | Raritan River | Entire reach | | Millstone Borough | Millstone River | Entire reach | | Montgomery Township | Bedens Brook | Entire reach | | | Cruser Brook | Downstream of Belle Mead-Blawenburg Road | | | Millstone River | Entire reach | | | Pike Run | Entire reach | | | Rock Brook | Downstream of Camp Meeting Avenue | | | Van Horn Brook | Entire reach | | North Plainfield Borough | Green Brook | Entire reach | | | Stoney Brook | Entire reach | | Peapack and Gladstone Borough | North Branch Raritan River | Entire reach | | | Raritan River | Entire reach | | Rocky Hill Borough | Millstone River | Entire reach | | | Van Horn Brook | Entire reach |106. Table 106¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 343
| Somerville Borough | Macs Brook | Entire reach |
|---|---|---|
| Peters Brook | Entire reach | |
| Raritan River | Entire reach | |
| Ross Brook | Downstream of U.S. Highway 22 | |
| South Bound Brook Borough | Raritan River | Entire reach |
| Warren Township | Corys Brook | Downstream of a point located 1,250 feet upstream of Powder Horn Drive |
| Dead River | Entire reach | |
| Passaic River | Entire reach | |
| Watchung Borough | Green Brook | Downstream of a point located 1,660 feet upstream of Apple Tree Road |
| Stony Brook | Entire reach | |
| Stony Brook East Branch | Downstream of a point located 2,240 feet upstream of Valley Drive | |
| Stony Brook West Branch | Entire reach | |
| Stony Brook West Branch Tributary | Downstream of a point located 360 feet upstream of Carrar Drive | |
| Sussex County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Andover Borough | Kymers Brook | Downstream of U.S. Highway 206 |
Source context and notes
| Somerville Borough | Macs Brook | Entire reach | | --- | --- | --- | | | Peters Brook | Entire reach | | | Raritan River | Entire reach | | | Ross Brook | Downstream of U.S. Highway 22 | | South Bound Brook Borough | Raritan River | Entire reach | | Warren Township | Corys Brook | Downstream of a point located 1,250 feet upstream of Powder Horn Drive | | | Dead River | Entire reach | | | Passaic River | Entire reach | | Watchung Borough | Green Brook | Downstream of a point located 1,660 feet upstream of Apple Tree Road | | | Stony Brook | Entire reach | | | Stony Brook East Branch | Downstream of a point located 2,240 feet upstream of Valley Drive | | | Stony Brook West Branch | Entire reach | | | Stony Brook West Branch Tributary | Downstream of a point located 360 feet upstream of Carrar Drive | | Sussex County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Andover Borough | Kymers Brook | Downstream of U.S. Highway 206 |107. Table 107¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 344
| Andover Township | Pequest River | Downstream of U.S. Highway 206 |
|---|---|---|
| Kymers Brook | Entire reach | |
| Paulins Kill | Entire reach | |
| Branchville Borough | Culvers Creek | Entire reach |
| Dry Brook | Downstream of a point located 700 feet upstream of Maple Avenue | |
| Byram Township | Lubbers Run | Entire reach |
| Musconetcong River | Downstream of Hopatcong State Park | |
| Frankford Township | Culvers Creek | Downstream of U.S. Highway 206 |
| Dry Brook | Entire reach | |
| Paulins Kill | Entire reach | |
| Franklin Borough | None | N/A |
| Fredon Township | Pequest River | Section of river adjacent to Andover Township near Springdale Road |
| Green Township | Kymers Brook | Entire reach |
| Pequest River | Entire reach | |
| Hamburg Borough | None | N/A |
| Hampton Township | Paulins Kill | Entire reach |
| Hardyston Township | None | N/A |
| Hopatcong Borough | Lubbers Run | Downstream of a point located 3,500 feet upstream of County Route 605 Downstream of a point |
| Lafayette Township | Lafayette Township Tributary |
Source context and notes
| Andover Township | Pequest River | Downstream of U.S. Highway 206 | | --- | --- | --- | | | Kymers Brook | Entire reach | | | Paulins Kill | Entire reach | | Branchville Borough | Culvers Creek | Entire reach | | | Dry Brook | Downstream of a point located 700 feet upstream of Maple Avenue | | Byram Township | Lubbers Run | Entire reach | | | Musconetcong River | Downstream of Hopatcong State Park | | Frankford Township | Culvers Creek | Downstream of U.S. Highway 206 | | | Dry Brook | Entire reach | | | Paulins Kill | Entire reach | | Franklin Borough | None | N/A | | Fredon Township | Pequest River | Section of river adjacent to Andover Township near Springdale Road | | Green Township | Kymers Brook | Entire reach | | | Pequest River | Entire reach | | Hamburg Borough | None | N/A | | Hampton Township | Paulins Kill | Entire reach | | Hardyston Township | None | N/A | | Hopatcong Borough | Lubbers Run | Downstream of a point located 3,500 feet upstream of County Route 605 Downstream of a point | | Lafayette Township | Lafayette Township Tributary | | 344108. Table 108¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 345
| located 700 feet upstream of Little Road | ||
|---|---|---|
| Paulins Kill | Entire reach | |
| Sparta Junction Tributary |
Entire reach | |
| Montague Township | Delaware River* | Entire reach |
| Newton Town | Moores Brook | Downstream of a point located 1,350 feet upstream of Lake Avenue |
| Paulins Kill | Upstream 100 feet from the municipal boundary with Hampton Township and Andover Township, Sussex County | |
| Ogdensburg Borough | None | N/A |
| Sandyston Township | Delaware River* | Entire reach |
| Sparta Township | Sparta Junction Tributary |
Downstream of Layton Road |
| Stanhope Borough | Musconetcong River | Entire reach |
| Stillwater Township | Paulins Kill | Upstream of County Route 614 |
| Sussex Borough | None | N/A |
| Vernon Township | None | N/A |
| Walpack Township | Delaware River* | Entire reach |
| Wantage Township | None | N/A |
| Union County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
Source context and notes
| | | located 700 feet upstream of Little Road | | --- | --- | --- | | | Paulins Kill | Entire reach | | | Sparta JunctionTributary | Entire reach | | Montague Township | Delaware River* | Entire reach | | Newton Town | Moores Brook | Downstream of a point located 1,350 feet upstream of Lake Avenue | | | Paulins Kill | Upstream 100 feet from the municipal boundary with Hampton Township and Andover Township, Sussex County | | Ogdensburg Borough | None | N/A | | Sandyston Township | Delaware River* | Entire reach | | Sparta Township | Sparta Junction
Tributary | Downstream of Layton Road | | Stanhope Borough | Musconetcong River | Entire reach | | Stillwater Township | Paulins Kill | Upstream of County Route 614 | | Sussex Borough | None | N/A | | Vernon Township | None | N/A | | Walpack Township | Delaware River* | Entire reach | | Wantage Township | None | N/A | | Union County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied |
109. Table 109¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 346
| Berkeley Heights Township | Blue Brook | Along municipal boundary with Scotch Plains Township |
|---|---|---|
| Green Brook | Downstream of a point located 1,660 feet upstream of Apple Tree Road | |
| Passaic River | Entire reach | |
| Clark Township | Pumpkin Patch Brook | Entire reach |
| Rahway River | Entire reach | |
| Robinsons Brook | Entire reach | |
| Cranford Township | College Branch | Downstream of Springfield Avenue |
| Gallows Hill Road Brook | Downstream of the Brookside Detention Basin | |
| Orchard Street Branch | Entire reach | |
| Rahway River | Entire reach | |
| Rahway River Drainage Ditch | Adjacent to dike along Rahway River | |
| Elizabeth City | None | N/A |
| Fanwood Borough | None | N/A |
| Garwood Borough | None | N/A |
| Hillside Township | Elizabeth River | Entire reach |
| Kenilworth Borough | Black Brook | Between the Rahway River drainage ditch and a point located 750 feet upstream of Springfield Road |
| Branch 10-24 | Downstream of South 31st Street |
Source context and notes
| Berkeley Heights Township | Blue Brook | Along municipal boundary with Scotch Plains Township | | --- | --- | --- | | | Green Brook | Downstream of a point located 1,660 feet upstream of Apple Tree Road | | | Passaic River | Entire reach | | Clark Township | Pumpkin Patch Brook | Entire reach | | | Rahway River | Entire reach | | | Robinsons Brook | Entire reach | | Cranford Township | College Branch | Downstream of Springfield Avenue | | | Gallows Hill Road Brook | Downstream of the Brookside Detention Basin | | | Orchard Street Branch | Entire reach | | | Rahway River | Entire reach | | | Rahway River Drainage Ditch | Adjacent to dike along Rahway River | | Elizabeth City | None | N/A | | Fanwood Borough | None | N/A | | Garwood Borough | None | N/A | | Hillside Township | Elizabeth River | Entire reach | | Kenilworth Borough | Black Brook | Between the Rahway River drainage ditch and a point located 750 feet upstream of Springfield Road | | | Branch 10-24 | Downstream of South 31st Street | 346110. Table 110¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 347
| Rahway River | Entire reach | |
|---|---|---|
| Rahway River Drainage Ditch | Between Rahway River and Black Brook | |
| Stream 10-30 | Between the Rahway River drainage ditch and a point located 30 feet upstream of Wilshire Drive | |
| Stream 10-30-1 | Between the Rahway River drainage ditch and 14th Street | |
| West Brook | Entire reach | |
| Linden City | Rahway River | Along municipal boundary with Woodbridge Township, Middlesex County |
| Mountainside Borough | Nomahegan Brook | Downstream of U.S. Highway 22 |
| New Providence Borough | Passaic River | Entire reach |
| Salt Brook | Downstream of a railroad located 1,200 feet upstream of Maple Street | |
| West Branch Salt Brook | Downstream of a point located 300 feet upstream of Morris Avenue | |
| Plainfield City | Green Brook | Entire reach |
| Cedar Brook | Downstream of Stelle Avenue | |
| Rahway City | Orchard Creek | Entire reach |
| Rahway River | Entire reach |
Source context and notes
| | Rahway River | Entire reach | | --- | --- | --- | | | Rahway River Drainage Ditch | Between Rahway River and Black Brook | | | Stream 10-30 | Between the Rahway River drainage ditch and a point located 30 feet upstream of Wilshire Drive | | | Stream 10-30-1 | Between the Rahway River drainage ditch and 14th Street | | | West Brook | Entire reach | | Linden City | Rahway River | Along municipal boundary with Woodbridge Township, Middlesex County | | Mountainside Borough | Nomahegan Brook | Downstream of U.S. Highway 22 | | New Providence Borough | Passaic River | Entire reach | | | Salt Brook | Downstream of a railroad located 1,200 feet upstream of Maple Street | | | West Branch Salt Brook | Downstream of a point located 300 feet upstream of Morris Avenue | | Plainfield City | Green Brook | Entire reach | | | Cedar Brook | Downstream of Stelle Avenue | | Rahway City | Orchard Creek | Entire reach | | | Rahway River | Entire reach | 347111. Table 111¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 348
| Robinsons Branch | Entire reach | |
|---|---|---|
| South Branch Rahway River | Entire reach | |
| Roselle Borough | West Brook | Upstream of Raritan Road |
| Roselle Park Borough | None | N/A |
| Scotch Plains Township | Ash Brook Swamp | Entire reach |
| Blue Brook | Entire reach | |
| Branch 22 | Downstream of a point located 1,500 feet upstream of Sleepy Hollow Lane | |
| Green Brook | Entire reach | |
| Robinsons Branch | Entire reach | |
| Winding Brook | Downstream of Elizabeth Avenue | |
| Springfield Township | Bryant Brook | Between Van Winkles Brook and Bryant Brook Branch at Interstate Highway 78 |
| Bryant Brook Branch | Between Van Winkles Brook and Bryant Brook at Interstate Highway 78 | |
| Rahway River | Entire reach | |
| Rahway River Drainage Ditch | Adjacent to dike along Rahway River | |
| Van Winkles Brook | Entire reach | |
| Summit City | Passaic River | Entire reach |
| Union Township | Black Brook | Entire reach |
Source context and notes
| | Robinsons Branch | Entire reach | | --- | --- | --- | | | South Branch Rahway River | Entire reach | | Roselle Borough | West Brook | Upstream of Raritan Road | | Roselle Park Borough | None | N/A | | Scotch Plains Township | Ash Brook Swamp | Entire reach | | | Blue Brook | Entire reach | | | Branch 22 | Downstream of a point located 1,500 feet upstream of Sleepy Hollow Lane | | | Green Brook | Entire reach | | | Robinsons Branch | Entire reach | | | Winding Brook | Downstream of Elizabeth Avenue | | Springfield Township | Bryant Brook | Between Van Winkles Brook and Bryant Brook Branch at Interstate Highway 78 | | | Bryant Brook Branch | Between Van Winkles Brook and Bryant Brook at Interstate Highway 78 | | | Rahway River | Entire reach | | | Rahway River Drainage Ditch | Adjacent to dike along Rahway River | | | Van Winkles Brook | Entire reach | | Summit City | Passaic River | Entire reach | | Union Township | Black Brook | Entire reach | 348112. Table 112¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 349
| East Branch Rahway River | Entire reach | |
|---|---|---|
| Elizabeth River | Entire reach | |
| Rahway River | Entire reach | |
| Westfield Town | Nomahegan Brook | Entire reach |
| Rahway River Tributary | Downstream of a point located 720 feet upstream of Gallows Hill Road | |
| Robinsons Branch 15 | Downstream of a point located 180 feet downstream of Shackamaxon Drive | |
| Robinsons Branch 15-1 | Downstream of a point located 130 feet downstream of Rahway Avenue | |
| Robinsons Branch 15-2 | Downstream of a point located 500 feet downstream of Grove Street | |
| Winfield Township | Rahway River | Entire reach |
| Warren County | ||
| --- | --- | --- |
| Municipality | Name of Studied Water | Section Studied |
| Allamuchy Township | Musconetcong River | Entire reach |
| Pequest River | Entire reach | |
| Alpha Borough | None | N/A |
| Belvidere Town | Delaware River* | Entire reach |
| Pequest River | Entire reach | |
| Blairstown Township | Paulins Kill | Entire reach |
Source context and notes
| | East Branch Rahway River | Entire reach | | --- | --- | --- | | | Elizabeth River | Entire reach | | | Rahway River | Entire reach | | Westfield Town | Nomahegan Brook | Entire reach | | | Rahway River Tributary | Downstream of a point located 720 feet upstream of Gallows Hill Road | | | Robinsons Branch 15 | Downstream of a point located 180 feet downstream of Shackamaxon Drive | | | Robinsons Branch 15-1 | Downstream of a point located 130 feet downstream of Rahway Avenue | | | Robinsons Branch 15-2 | Downstream of a point located 500 feet downstream of Grove Street | | Winfield Township | Rahway River | Entire reach | | Warren County | | | | --- | --- | --- | | Municipality | Name of Studied Water | Section Studied | | Allamuchy Township | Musconetcong River | Entire reach | | | Pequest River | Entire reach | | Alpha Borough | None | N/A | | Belvidere Town | Delaware River* | Entire reach | | | Pequest River | Entire reach | | Blairstown Township | Paulins Kill | Entire reach |113. Table 113¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 350
| Franklin Township | Mill Brook | Downstream of a point located 2,050 feet upstream of State Highway 57 |
|---|---|---|
| Montana Brook | Downstream of a point located 100 feet upstream of State Highway 57 | |
| Musconetcong River | Entire reach | |
| Musconetcong River Tributary A | Downstream of a point located 1,400 feet upstream of Asbury Road | |
| Pohatcong Creek | Entire reach | |
| Sigler Brook | Downstream of Bloomsbury Road | |
| Frelinghuysen Township | None | N/A |
| Greenwich Township | Lopatcong Creek | Entire reach |
| Merrill Creek (Including Left Channel) | Entire reach | |
| Musconetcong River | Entire reach | |
| Pohatcong Creek | Entire reach | |
| Hackettstown Town | Hackettstown Brook | Downstream of a private road located 400 feet upstream of Franklin Street |
| Musconetcong River | Entire reach | |
| Trout Brook | Entire reach | |
| Hardwick Township | Delaware River* | Entire reach |
| Harmony Township | Buckhorn Creek | Entire reach |
Source context and notes
| Franklin Township | Mill Brook | Downstream of a point located 2,050 feet upstream of State Highway 57 | | --- | --- | --- | | | Montana Brook | Downstream of a point located 100 feet upstream of State Highway 57 | | | Musconetcong River | Entire reach | | | Musconetcong River Tributary A | Downstream of a point located 1,400 feet upstream of Asbury Road | | | Pohatcong Creek | Entire reach | | | Sigler Brook | Downstream of Bloomsbury Road | | Frelinghuysen Township | None | N/A | | Greenwich Township | Lopatcong Creek | Entire reach | | | Merrill Creek (Including Left Channel) | Entire reach | | | Musconetcong River | Entire reach | | | Pohatcong Creek | Entire reach | | Hackettstown Town | Hackettstown Brook | Downstream of a private road located 400 feet upstream of Franklin Street | | | Musconetcong River | Entire reach | | | Trout Brook | Entire reach | | Hardwick Township | Delaware River* | Entire reach | | Harmony Township | Buckhorn Creek | Entire reach | 350114. Table 114¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 351
| Buckhorn Creek Tributary 1 |
Downstream of a point located 1,700 feet upstream of County Route 519 | |
|---|---|---|
| Delaware River* | Entire reach | |
| Lopatcong Creek | Downstream of a point located 250 feet upstream of Allen Mills Road | |
| Hope Township | Beaver Brook | Downstream of Interstate Highway 80 |
| Honey Run | Downstream of a point located Swayze Mill Road | |
| Independence Township | Pequest River | Upstream of a point located 100 feet downstream of U.S. Highway 46 |
| Knowlton Township | Delaware River* | Entire reach |
| Liberty Township | None | N/A |
| Lopatcong Township | Delaware River* | Entire reach |
| Dry Run | Downstream of a point located 650 feet upstream of Powder Horn Road | |
| Lopatcong Creek | Entire reach | |
| Mansfield Township | Hances Brook | Downstream of Highland Avenue |
| Musconetcong River | Entire reach | |
| Pohatcong Creek | Downstream of Janes Chapel Road | |
| Trout Brook | Entire reach | |
| Oxford Township | None | N/A |
Source context and notes
| | Buckhorn CreekTributary 1 | Downstream of a point located 1,700 feet upstream of County Route 519 | | --- | --- | --- | | | Delaware River* | Entire reach | | | Lopatcong Creek | Downstream of a point located 250 feet upstream of Allen Mills Road | | Hope Township | Beaver Brook | Downstream of Interstate Highway 80 | | | Honey Run | Downstream of a point located Swayze Mill Road | | Independence Township | Pequest River | Upstream of a point located 100 feet downstream of U.S. Highway 46 | | Knowlton Township | Delaware River* | Entire reach | | Liberty Township | None | N/A | | Lopatcong Township | Delaware River* | Entire reach | | | Dry Run | Downstream of a point located 650 feet upstream of Powder Horn Road | | | Lopatcong Creek | Entire reach | | Mansfield Township | Hances Brook | Downstream of Highland Avenue | | | Musconetcong River | Entire reach | | | Pohatcong Creek | Downstream of Janes Chapel Road | | | Trout Brook | Entire reach | | Oxford Township | None | N/A | 351
115. Table 115¶
N.J.A.C. 7:13 — Flood Hazard Area Control Act Rules, PDF p. 352
| Phillipsburg Town | Delaware River* | Entire reach |
|---|---|---|
| Lopatcong Creek | Entire reach | |
| Pohatcong Township | Delaware River* | Entire reach |
| Lopatcong Creek | Entire reach | |
| Musconetcong River | Entire reach | |
| Pohatcong Creek | Entire reach | |
| Pohatcong Creek Tributary 1 |
Downstream of a point located 800 feet upstream of Conrail Railroad | |
| Washington Borough | Shabbecong Creek | Entire reach |
| Washington Township | Musconetcong River | Entire reach |
| Musconetcong River Tributary B |
Downstream of State Highway 57 | |
| Pohatcong Creek | Entire reach | |
| Shabbecong Creek | Downstream of Washington Borough, Warren County | |
| White Township | Beaver Brook | Entire reach |
| Delaware River* | Entire reach | |
| Pequest River | Entire reach |
Source context and notes
| Phillipsburg Town | Delaware River* | Entire reach | | --- | --- | --- | | | Lopatcong Creek | Entire reach | | Pohatcong Township | Delaware River* | Entire reach | | | Lopatcong Creek | Entire reach | | | Musconetcong River | Entire reach | | | Pohatcong Creek | Entire reach | | | Pohatcong CreekTributary 1 | Downstream of a point located 800 feet upstream of Conrail Railroad | | Washington Borough | Shabbecong Creek | Entire reach | | Washington Township | Musconetcong River | Entire reach | | | Musconetcong River
Tributary B | Downstream of State Highway 57 | | | Pohatcong Creek | Entire reach | | | Shabbecong Creek | Downstream of Washington Borough, Warren County | | White Township | Beaver Brook | Entire reach | | | Delaware River* | Entire reach | | | Pequest River | Entire reach |