These regulations, in conjunction with the Uniform Construction Code, provide minimum requirements for development located in flood hazard areas, including the subdivision of land and other developments; site improvements and installation of utilities; placement and replacement of manufactured homes; placement of recreational vehicles; new construction and alterations, repair, reconstruction, rehabilitation or additions of existing buildings and structures; substantial improvement of existing buildings and structures, including repair of substantial damage; installation of tanks; temporary structures and temporary or permanent storage; utility and miscellaneous Group U buildings and structures; certain building work exempt from permit under the Uniform Construction Code; and other buildings and development activities.
A. 
Plainsboro Township was accepted for participation in the National Flood Insurance Program on June 19, 1985.
B. 
The National Flood Insurance Program (NFIP) floodplain management regulations encourage that all federal, state, and local regulations that are more stringent than the minimum NFIP standards take precedence in permitting decisions. The FHACA requires that the effective Flood Insurance Rate Map, most recent preliminary FEMA mapping and flood studies, and Department delineations be compared to determine the most restrictive mapping. The FHACA also regulates unstudied flood hazard areas in watersheds measuring 50 acres or greater in size and most riparian zones in New Jersey. Because of these higher standards, the regulated flood hazard area in New Jersey may be more expansive and more restrictive than the FEMA special flood hazard area. Maps and studies that establish flood hazard areas are on file at Plainsboro Township's Planning and Zoning Department, 641 Plainsboro Road, Plainsboro, NJ 08536.
C. 
The following sources identify flood hazard areas in this jurisdiction and must be considered when determining the best available flood hazard data area:
(1) 
Effective Flood Insurance Study. Special flood hazard areas (SFHAs) identified by the Federal Emergency Management Agency in a scientific and engineering report entitled Flood Insurance Study, Middlesex County, New Jersey (all jurisdictions), dated July 6, 2010, and the accompanying Flood Insurance Rate Maps (FIRM) identified in Table 66-12(1) whose effective date is July 6, 2010, are hereby adopted by reference.
Table 66-12(1)
Map Panel No.
Effective Date
Revision Letter
Map Panel No.
Effective Date
Revision Letter
34023C0207
July 6, 2010
F
34023C0229
July 6, 2010
F
34023C0209
July 6, 2010
F
34023C0231
July 6, 2010
F
34023C0226
July 6, 2010
F
34023C0233
July 6, 2010
F
34023C0227
July 6, 2010
F
34023C0237
July 6, 2010
F
34023C0228
July 6, 2010
F
(2) 
Federal best available information. Plainsboro Township shall utilize federal flood information as listed in the table below that provides more detailed hazard information, higher flood elevations, larger flood hazard areas, and results in more restrictive regulations. This information may include but is not limited to preliminary flood elevation guidance from FEMA (such as advisory flood hazard area maps, work maps or preliminary FIS and FIRM). Additional federal best available studies issued after the date of this chapter must also be considered. These studies are listed on FEMA's Map Service Center. This information shall be used for floodplain regulation purposes only.
(3) 
State-regulated flood hazard areas. For state-regulated waters, the NJ Department of Environmental Protection (NJDEP) identifies the flood hazard area as the land, and the space above that land, which lies below the "Flood Hazard Area Control Act design flood elevation," as defined in Article IX, and as described in the New Jersey Flood Hazard Area Control Act at N.J.A.C. 7:13. A FHACA flood hazard area exists along every regulated water that has a drainage area of 50 acres or greater. Such area may extend beyond the boundaries of the special flood hazard areas (SFHAs) as identified by FEMA. The following is a list of New Jersey state studied waters in this community under the FHACA, and their respective map identification numbers:
Name of Studied Water
File Name
Map Number
Millstone River
H0000122p
01P
Millstone River
H0000123p
02P
Stony Brook
H0000124p
03P
Millstone River
H0000153p
01P
Millstone River
H0000154p
02P
Millstone River
H0000155p
03P
Millstone River
H0000156p
04P
Devils Brook
H0000157p
05P
Devils Brook
H0000158p
06P
Shallow Brook
H0000159p
07P
Shallow Brook
H0000160p
08P
Bee Brook
H0000161p
09P
Cranbury Brook
H0000162p
10P
Cranbury Brook
H0000163p
11P
Cranbury Brook
H0000164p
12P
Cedar Brook
H0000165p
13P
Millstone River
H0000192p
01P
Cedar Brook
H0000198p
07P
Millstone River
H0000255p
01P
Millstone River
H0000256p
02P
Millstone River
H0000257p
03P
Big Bear Brook
H0000258p
04P
Little Bear Brook
H0000263p
09P
Stony Brook
H0000266p
12P
Millstone River
H0000271p
01P
Millstone River
H2000006p
01P
Millstone River
H2000007p
02P
Millstone River
H2000024p
24P
Shallow Brook
H2000042p
42P
Harry's Bk
H0000022
24
Millstone Rv, Stony Bk, Carnegie Lake
H0000042
4
Millstone Rv
H0000043
3
Millstone Rv
H0000044
2
Cedar Bk, Cranbury Bk
H0000053
6
Cedar Bk, Cranbury Bk
H0000054
5
Millstone Rv
H0000058
1
Cranbury Bk, Cedar Bk
H0000060
25
Cranbury Bk
H0000061
24
Cranbury Bk
H0000062
23
Cranbury Bk
H0000063
22
Cranbury Bk
H0000064
21
Bee Bk
H0000065
20
Shallow Bk
H0000066
19
Shallow Bk
H0000067
18
Devils Bk
H0000068
17
Devils Bk, Shallow Bk
H0000069
16
Devils Bk, Shallow Bk
H0000069
16
Devils Bk, Shallow Bk
H0000070
15
Devils Bk, Shallow Bk
H0000071
14
Devils Bk
H0000072
13
Devils Bk
H0000073
12
Devils Bk
H0000074
11
Devils Bk
H0000075
10
Devils Bk, Bee Bk
H0000076
9
Devils Bk
H0000077
8
Millstone
H0000078
7
Millstone Rv
H0000079
6
Millstone Rv
H0000080
5
Millstone Rv, Cranbury Bk, Big Bear Bk
H0000081
4
Millstone Rv, Devils Bk, Little Bear Bk
H0000082
3
Millstone Rv
H0000083
2
Millstone Rv
H0000084
1
Canoe Bk, Big Bear Bk
H0000219
24
Little Bear Bk
H0000225
18
Millstone Rv
H0000237
6
Millstone Rv
H0000238
5
Millstone Rv
H0000239
4
Millstone Rv, Big Bear Bk, Cranbury Bk
H0000240
3
Millstone Rv, Devils Bk, Little Bear Bk
H0000241
2
Carnegie Lake, Millstone Rv
H0000242
1
Millstone Rv
H0000243
1
Millstone Rv
H0000244
2
Shallow Bk
H2000051
50 A
Devil's Bk
H2000053
48
Millstone Rv, Carnegie Ck
H2000059
41
Millstone Rv, Carnegie Ck
H2000060
40
The local design flood elevation (LDFE) is established in the flood hazard areas determined in § 66-12, above, using the best available flood hazard data sources, and the Flood Hazard Area Control Act minimum statewide elevation requirements for lowest floors in A, Coastal A, and V zones, ASCE 24 requirements for critical facilities as specified by the building code, plus additional freeboard as specified by this chapter. At a minimum, the local design flood elevation shall be as follows:
A. 
For a delineated watercourse, the elevation associated with the best available flood hazard data area determined in § 66-12 above plus one foot or as described by N.J.A.C. 7:13 of freeboard; or
B. 
For any undelineated watercourse [where mapping or studies described in § 66-12C(1) and (2) above are not available] that has a contributory drainage area of 50 acres or more, the applicants must provide one of the following to determine the local design flood elevation:
(1) 
A copy of an unexpired NJDEP flood hazard area verification plus one foot of freeboard and any additional freeboard as required by ASCE 24; or
(2) 
A determination of the flood hazard area design flood elevation using Method 5 or Method 6 (as described in N.J.A.C. 7:13) plus one foot of freeboard and any additional freeboard as required by ASCE 24. Any determination using these methods must be sealed and submitted according to § 66-38A(3).
C. 
AO zones. For zone AO areas on the municipality's FIRM (or on preliminary flood elevation guidance from FEMA), the local design flood elevation is determined from the FIRM panel as the highest adjacent grade plus the depth number specified plus one foot of freeboard. If no depth number is specified, the local design flood elevation is three feet above the highest adjacent grade.
D. 
Class IV critical facilities. For any proposed development of new and substantially improved flood design Class IV critical facilities, the local design flood elevation must be the higher of the 0.2% annual chance (500-year) flood elevation or the flood hazard area design flood elevation with an additional two feet of freeboard in accordance with ASCE 24.
E. 
Class III critical facilities. For proposed development of new and substantially improved flood design Class III critical facilities in coastal high hazard areas, the local design flood elevation must be the higher of the 0.2% annual chance (500-year) flood elevation or the flood hazard area design flood elevation with an additional one foot of freeboard in accordance with ASCE 24.