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Parsippany-Troy Hills, NJ Environmental Rules: Stormwater Management (2026)

Some Restrictions
Compiled from the official code textEditor Martyn O'NeillLast verified September 2026

Key Facts

Minor development runoff capacity
Three inches per square foot of new impervious area
Infiltration stone
2 1/2 inch clean stone, 33% design void ratio
Major development standard
Green infrastructure for recharge, quality and quantity
Trash rack bar spacing
No greater than six inches
Safety ledge trigger
Permanent pool deeper than 2 1/2 feet
Plan copies
Five copies of the site development stormwater plan

Summary

Parsippany-Troy Hills requires stormwater controls on major and minor development under Article XVI of the land use chapter. Minor development must provide seepage pits or infiltration measures sized for three inches of runoff per square foot of new impervious area, with test pits approved by the Municipal Engineer.

C. The design shall, using the assumptions and factors for stormwater runoff and groundwater recharge calculations at § 225-99, the following criteria: ... (2) Rate/volume control. Seepage pits or other infiltration measures shall be provided with a capacity of three inches of runoff for each square foot of new impervious area. Stone used in the infiltration devices shall be 2 1/2 inches clean stone and design void ratio of 33% shall be used. The infiltration measures shall be designed with an overflow to the surface which shall be stabilized and directed to an existing stormwater conveyance system or in a manner to keep the overflow on the developed property to the greatest extent feasible. If the new impervious surface is not roof area, an equivalent area of existing roof may be directed to the infiltration system. This shall be permitted where the existing roof is not already directed to infiltration devices. Test pits shall be excavated, inspected and approved by the Municipal Engineer for suitability of the seepage pit.

Full Breakdown

Article XVI, Stormwater Management Controls, was added 5-18-2021 by Ord. No. 2021:08 and amended in 2022 and 2024. Section 225-94 states that its minimum requirements for major and minor development are meant to meet and exceed the New Jersey Stormwater Management Rules at N.J.A.C. 7:8. It applies to nonresidential development, to the parts of residential development not preempted by the Residential Site Improvement Standards, and to all major and minor development in the Township, public or private. Applications submitted before August 1, 2024 stay under the requirements in effect on July 31, 2024.

Major development must provide erosion control, groundwater recharge, runoff quantity control and runoff quality treatment, and section 225-96 requires the recharge, quality and quantity standards to be met by incorporating green infrastructure. Section 225-97 adds a maintenance plan under § 225-104 and bars adverse effects of concentrated flow on habitat for threatened and endangered species, naming swamp pink and bog turtle.

Minor development follows § 225-98. Seepage pits or other infiltration measures must hold three inches of runoff for each square foot of new impervious area, using 2 1/2 inch clean stone at a 33% design void ratio, with a surface overflow that is stabilized. Alternatives such as infiltration chambers, rain gardens, infiltration beds or rain water harvesting are acceptable if approved by the Township Engineer. Underground roof leader pipes must be perforated pipe in a stone bed. Single lot, single-family properties skip the maintenance plan and soil testing but maintain measures under the NJDEP BMP Manual.

Basin safety is set in § 225-102: trash rack bars no more than six inches apart, overflow grate spacing no greater than two inches, a design live load of 300 pounds per square foot, and safety ledges where a permanent pool is deeper than 2 1/2 feet. The maximum interior slope of an earthen dam, embankment or berm is three horizontal to one vertical. Applicants file five copies of the site development stormwater plan under § 225-103.

Violations & Fines

Section 225-105 makes anyone who erects, constructs, alters, repairs, converts, maintains or uses a building, structure or land in violation of the article subject to the general penalty in § 1-17 of the Township Code: a fine not exceeding $2,000, imprisonment not exceeding 90 days, or both, or community service not exceeding 90 days. Each day is a separate violation, and fines above $1,250 carry a thirty-day cure period.

Frequently Asked Questions

How much runoff must a small project in Parsippany-Troy Hills handle?
For minor development, § 225-98C(2) requires seepage pits or other infiltration measures with a capacity of three inches of runoff for each square foot of new impervious area. Test pits are excavated, inspected and approved by the Municipal Engineer for suitability of the seepage pit.
Do single-family homeowners need a stormwater maintenance plan?
No. Under § 225-98A single lot, single-family properties do not need to submit a maintenance plan, but they must maintain their stormwater management measures under the NJDEP BMP Manual guidelines. They are also exempt from the soil testing requirements. Other minor and major projects must carry a maintenance plan under § 225-104.
Can I use a rain garden instead of a seepage pit?
Section 225-98C(3) accepts alternative green infrastructure such as infiltration chambers, rain gardens, infiltration beds and rain water harvesting if the calculations show capacity to retain three inches of runoff per square foot of impervious surface. Every proposed method must be approved by the Township Engineer.
What safety features must a new detention basin have?
Section 225-102 requires a trash rack with bars no more than six inches apart, an overflow grate with spacing no greater than two inches, escape provisions such as ladders or steps, and two-step safety ledges where a permanent pool is deeper than 2 1/2 feet. Earthen slopes cannot be steeper than three horizontal to one vertical.

Sources & Official References

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