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Tables: Manufactured Treatment Devices — Small-Scale GI

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1. Table 1

BMP 2023, Ch 9.5, p. 1

N.J.A.C. 7:8 Stormwater Management Rules – Applicable Design and Performance Standards
Green Infrastructure Yes
Stormwater Runoff Quantity Not Allowed
Groundwater Recharge Not Allowed
% Stormwater Runoff Quality 80% TSS
Source context and notes # Manufactured Treatment Devices — Small-Scale GI Source revision: July 2023. # 9.5 MANUFACTURED TREATMENT DEVICES (GI) Manufactured treatment devices (MTDs) are proprietary stormwater treatment systems used to address the stormwater runoff quality impacts of land development and rely upon a variety of mechanisms to remove pollutants from stormwater runoff. There are two types of MTDs currently certified by the Department: hydrodynamic sedimentation (HDS) devices and filtration devices. Most of these devices are not approved for use as a green infrastructure BMP (See Chapter 11.3: Manufactured Treatment Devices (Non-GI)) because they do not manage stormwater close to its source either by infiltration into subsoil, treatment by vegetation or soil or storage for reuse. A subset of MTDs rely upon specialized technology and incorporate an engineered, high-flow rate filter media to remove stormwater pollutants, allowing for a smaller footprint than conventional bioretention systems. Some of the designs include one or more plants within the unit to form a plant/soil/microbe complex for the purpose of pollutant removal. Only such specialized MTDs meet the definition of green infrastructure. Currently, MTDs approved for use as green infrastructure BMPs have a total suspended solids (TSS) removal rate of 80%. The individual certifications may be found in the table labeled Green Infrastructure (GI) MTDs posted online at: https://dep.nj.gov/stormwater/stormwater-manufactured-treatment-devices/. Take note that there are additional MTDs listed on the website, but those that are not considered GI are listed in a separate table, and this chapter does not apply to them. | N.J.A.C. 7:8 Stormwater Management Rules – Applicable Design and Performance Standards | | | | --- | --- | --- | | | Green Infrastructure | Yes | | | Stormwater Runoff Quantity | Not Allowed | | | Groundwater Recharge | Not Allowed | | % | Stormwater Runoff Quality | 80% TSS | # Introduction When selecting a GI MTD for a particular site, the peak flow rate of the Water Quality Design Storm (WQDS), the contributory drainage area and the physical size limits of the MTD installation area must be known in advance. A GI MTD must be sized in accordance with its published verification report and have a Department-issued certification letter in order to be accepted for use to meet the green infrastructure requirement specified in N.J.A.C. 7:8-5.3. A GI MTD must have a maintenance plan and must be reflected in a deed notice recorded in the county clerk's office to prevent alteration or removal.

2. Table 2

BMP 2023, Ch 9.5, p. 4

Area = 0.25 ac
Slope = 5%
CN Value = 98 (100% Impervious)
Projected 2-year storm rainfall depth 3.84 inches
Hydraulically most distant point to the inlet of MTD 110 ft
Source context and notes The example below illustrates how to size a GI MTD to treat the stormwater runoff generated by the impervious cover in the contributory drainage area that is produced by the Water Quality Design Storm (WQDS). The Stormwater Management rules ("the Rules") at N.J.A.C. 7:8-5.7 specify that only the NRCS methodology may be used. For more information, see Chapter 5: Stormwater Management Quantity and Quality Standards and Computations in this manual. ## Example 1: A site expansion project includes the construction of an additional building which will require a 1 acre vehicular parking lot and accompanying access driveway. More than one-quarter acre of regulated motor vehicle impervious surface is proposed; therefore, the stormwater runoff quality standards of N.J.A.C. 7:8-5.2(a) apply to this site. To address the 80% TSS removal rating requirement, a GI MTD is proposed. Design a GI MTD that will treat the stormwater runoff quality flow for this stormwater system. Assume the stormwater runoff quantity control and groundwater recharge requirements will be met by another stormwater management practice placed down-gradient of the GI MTD. The following parameters apply for a site located in Mercer County: | Area = | 0.25 ac | | --- | --- | | Slope = | 5% | | CN Value = | 98 (100% Impervious) | | Projected 2-year storm rainfall depth | 3.84 inches | | Hydraulically most distant point to the inlet of MTD | 110 ft | ## Step 1: Calculate Time of Concentration The calculation of the time of concentration follows the steps in Example 5-1. As stated previously, the rainfall depth for the 2-year storm, P₂, used in the sheet flow calculation shall be that of the projected 2-year storm. The maximum sheet flow length calculated by McCuen-Speiss limitation is 909 ft, which is greater than 100 ft. Therefore, 100 ft is used for the sheet flow length. The shallow concentrated flow length is 10 ft. The total time of concentration is 0.8 minutes. ## Step 2: Calculate the WQDS Peak Flow Rate