Stormwater runoff shall be calculated in accordance with the
following:
A. The design engineer shall calculate runoff using one of the following
methods:
(1) The USDA Natural Resources Conservation Service (NRCS) methodology,
including the NRCS Runoff Equation and Dimensionless Unit Hydrograph,
as described in Chapters 7, 9, 10, 15 and 16, Part 630, Hydrology
National Engineering Handbook, incorporated herein by reference as
amended and supplemented. This methodology is additionally described
in Technical Release 55 - Urban Hydrology for Small Watersheds (TR-55),
dated June 1986, incorporated herein by reference as amended and supplemented.
Information regarding the methodology is available from the Natural
Resources Conservation Service website at https://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1044171.pdf;
or at United States Department of Agriculture Natural Resources Conservation
Service, 220 Davidson Avenue, Somerset, New Jersey 08873; or
(2) The Rational Method for peak flow and the Modified Rational Method
for hydrograph computations. The rational and modified rational methods
are described in "Appendix A-9 Modified Rational Method" in the Standards
for Soil Erosion and Sediment Control in New Jersey, January 2014.
This document is available from the State Soil Conservation Committee
or any of the Soil Conservation Districts listed at N.J.A.C. 2:90-1.3(a)3.
The location, address, and telephone number for each Soil Conservation
District is available from the State Soil Conservation Committee,
PO Box 330, Trenton, New Jersey 08625. The document is also available
at http://www.nj.gov/agriculture/divisions/anr/pdf/2014NJSoilErosionControlStandardsComplete.pdf.
B. For the purpose of calculating runoff coefficients and groundwater
recharge, there is a presumption that the preconstruction condition
of a site or portion thereof is a wooded land use with good hydrologic
condition. The term "runoff coefficient" applies to both the NRCS
methodology above and the Rational and Modified Rational Methods above.
A runoff coefficient or a groundwater recharge land cover for an existing
condition may be used on all or a portion of the site if the design
engineer verifies that the hydrologic condition has existed on the
site or portion of the site for at least five years without interruption
prior to the time of application. If more than one land cover have
existed on the site during the five years immediately prior to the
time of application, the land cover with the lowest runoff potential
shall be used for the computations. In addition, there is the presumption
that the site is in good hydrologic condition (if the land use type
is pasture, lawn, or park), with good cover (if the land use type
is woods), or with good hydrologic condition and conservation treatment
(if the land use type is cultivation).
C. In computing preconstruction stormwater runoff, the design engineer
shall account for all significant land features and structures, such
as ponds, wetlands, depressions, hedgerows, or culverts, that may
reduce preconstruction stormwater runoff rates and volumes.
D. In computing stormwater runoff from all design storms, the design
engineer shall consider the relative stormwater runoff rates and/or
volumes of pervious and impervious surfaces separately to accurately
compute the rates and volume of stormwater runoff from the site. To
calculate runoff from unconnected impervious cover, urban impervious
area modifications as described in the NRCS Technical Release 55 -
Urban Hydrology for Small Watersheds or other methods may be employed.
E. If the invert of the outlet structure of a stormwater management
measure is below the flood hazard design flood elevation as defined
at N.J.A.C. 7:13, the design engineer shall take into account the
effects of tailwater in the design of structural stormwater management
measures.
Groundwater recharge may be calculated in accordance with the
following: the New Jersey Geological Survey Report GSR-32, A Method
for Evaluating Groundwater- Recharge Areas in New Jersey, incorporated
herein by reference as amended and supplemented. Information regarding
the methodology is available from the New Jersey Stormwater Best Management
Practices Manual; at the New Jersey Geological Survey website at https://www.nj.gov/dep/njgs/pricelst/gsreport/gsr32.pdf;
or at New Jersey Geological and Water Survey, 29 Arctic Parkway, PO
Box 420, Mail Code 29-01, Trenton, New Jersey 08625-0420.