[Amended 4-3-89 by Ord. No. 1989-8; 6-5-89 by Ord. No. 1989-14; 12-16-1996 by Ord. No. 1996-60 §§ 36—41]
A.
General.
(1)
All development permitted under this chapter shall be designed and carried out so that the quality of surface and ground water will be protected and maintained.
(2)
Except as specifically authorized in this section, no development which degrades surface or ground water quality or which established new point sources of pollution shall be permitted.
(3)
No development shall be permitted which does not meet the minimum water quality and potable water standards of the State of New Jersey or the United States.
B.
The following point and non-point sources may be developed and operated in the Pinelands:
(1)
Development of new or expansion of existing commercial, industrial, and waste water treatment facilities, or the development of new or the expansion of existing non-point sources, except those specifically regulated in Paragraphs (2) through (6) below, provided that:
(a)
There will be no direct discharge into any surface water body;
(b)
All discharges from the facility or use are of a quality and quantity such that groundwater exiting from the parcel of land or entering a surface body of water will not exceed two parts per million nitrate/nitrogen;
(c)
All public waste water treatment facilities are designed to accept and treat septage; and
(d)
All storage facilities, including ponds or lagoons, are lined to prevent leakage into groundwater.
(2)
Development of new wastewater treatment or collection facilities which are designed to improve the level of nitrate/nitrogen attenuation of more than one existing on-site wastewater treatment system where a public health problem has been identified may be exempted from the standards of Subsection B(1)(b) above, provided that:
(a)
There will be no direct discharge into any surface water body;
(b)
The facility is designed only to accommodate wastewater from existing residential, commercial, and industrial development;
(c)
Adherence to Subsection B(1)(b) above cannot be achieved due to limiting site conditions or that the costs to comply with the standard will result in excessive user fees; and
(d)
The design level of nitrate/nitrogen attenuation is the maximum possible within the cost limitations imposed by such user fee guidelines but in no case shall groundwater exiting from the parcel or entering a surface body of water exceed five parts per million nitrate/nitrogen.
(3)
Improvements to existing commercial, industrial, and wastewater treatment facilities which discharge directly into surface waters, provided that:
(a)
There is no practical alternative available that would adhere to the standards of Paragraph B(1)(a) above;
(b)
There is no increase in the existing approved capacity of the facility; and
(c)
All discharges from the facility into surface waters are such that the nitrate/nitrogen levels of the surface waters at the discharge point do not exceed two parts per million. In the event that nitrate/nitrogen levels in the surface waters immediately upstream of the discharge point exceed two parts per million, the discharge shall not exceed two parts per million nitrate/nitrogen.
(4)
Individual on-site septic waste water treatment systems which are not intended to reduce the level of nitrate/nitrogen in the waste water, provided that:
(a)
The proposed development to be served by the system is otherwise permitted pursuant to the provisions of this chapter;
(b)
The design of the system and its discharge point, and the size of the entire contiguous parcel on which the system or systems is located, will ensure that groundwater exiting from the entire contiguous parcel or entering a surface body of water will not exceed two parts per million nitrate/nitrogen, calculated pursuant to the Pinelands dilution model dated December 1993, as amended, subject to the provisions of Paragraph (4)(c) below. The entire contiguous parcel may include any contiguous lands to be dedicated as open space as part of the proposed development but may not include previously dedicated road rights-of-way or any contiguous lands that have been deed-restricted pursuant to § 55-41A or 55-42A(2).
[Amended 7-16-01 by Ord. No. 2001-29]
(c)
Only contiguous lands located within the same zoning district and Pinelands management area as the proposed system or systems may be utilized for septic dilution purposes, except for the development of an individual single-family dwelling on a lot existing as of January 14, 1981, nonresidential development on a lot of five acres or less existing as of January 14, 1981, or cluster development as permitted by N.J.A.C. 7:50-5.19;
(d)
The depth to seasonal high water table is at least five feet;
(e)
Any potable water well will be drilled and cased to a depth of at least 100 feet, unless the well penetrates an impermeable clay aquiclude, in which case the well shall be cased to at least 50 feet;
(f)
The system will be maintained and inspected in accordance with the requirements of N.J.A.C. 7:50-6.85;
(g)
The technology to be used has been approved by the New Jersey Department of Environmental Protection; and
(h)
Flow valves for nonresidential development shall be determined based on the values contained in N.J.A.C. 7:9A-7.4, as amended, except that number of employees may not be utilized in calculating flow values for office uses. In the event that N.J.A.C. 7:9A-7.4 does not provide flow values for a specific use, but a flow value is assigned for that use in N.J.A.C. 7:14A-23.3(a), the flow value specified in N.J.A.C. 7:14A-23.3(a) shall be used in calculating flow.
(5)
Individual on-site septic wastewater treatment systems which are intended to reduce the level of nitrate/nitrogen in the wastewater, provided that:
(a)
The standards set forth in Paragraphs (4)(a) and (4)(c) through (h) above are met;
(c)
The design of the system and its discharge point, and the size of the entire contiguous parcel on which the system or systems is located, will ensure that groundwater exiting from the entire contiguous parcel or entering a surface body of water will not exceed two parts per million nitrate/nitrogen, calculated pursuant to the Pinelands dilution model dated December, 1993, as amended, subject to the provisions of Paragraph (4)(c) below and the assumptions and requirements set forth in N.J.A.C. 7:50-6.84(a)5iv. The entire contiguous parcel may include any contiguous lands to be dedicated as open space as part of the proposed development but may not include previously dedicated road rights-of-way or any contiguous lands that have been deed restricted pursuant to § 55-41A or 55-42A(2).
[Amended 7-16-01 by Ord. No. 2001-29]
(6)
Surface water runoff, provided that the requirements of Section 55-330 are met.
[Amended 3-7-2023 by Ord. No. 2023-8]
(7)
Alternate design pilot program treatment systems, provided that:
[Added 10-6-03 by Ord. No. 2003-33]
(a)
The proposed development to be served by the system is residential and is otherwise permitted pursuant to the provisions of this chapter;
(b)
The design of the system and its discharge point, and the size of the entire contiguous parcel on which the system or systems is located, will ensure that groundwater exiting from the entire contiguous parcel or entering a surface body of water will not exceed two parts per million nitrate/nitrogen, calculated pursuant to the Pinelands dilution model dated December, 1993, as amended, subject to the provisions of Subsection 7(c) below. The entire contiguous parcel may include any contiguous lands to be dedicated as open space as part of the proposed development but may not include previously dedicated road rights-of-way or any contiguous lands that have been deed restricted pursuant to § 55-9E or 55-10A(3);
(c)
Only contiguous lands located within the same zoning district and Pinelands management area as the proposed system or systems may be utilized for septic dilution purposes, except for the development of an individual single-family dwelling on a lot existing as of January 14, 1981, nonresidential development on a lot of five acres or less existing as of January 14, 1981, or cluster development as permitted by N.J.A.C. 7:50-5.19;
(d)
The depth to seasonal high water table is at least five feet;
(e)
Any potable water well will be drilled and cased to a depth of at least 100 feet, unless the well penetrates an impermeable clay aquiclude, in which case the well shall be cased to at least 50 feet;
(f)
No more than 10 alternate design pilot program treatment systems utilizing the same technology shall be installed in the development of any parcel if those systems are each serving one single-family dwelling;
(g)
Each system shall be equipped with automatic dialing capability to the manufacturer, or its agent, in the event of a mechanical malfunction;
(h)
Each system shall be designed and constructed so that samples of effluent leaving the alternate design pilot program septic system can be readily taken to confirm the performance of the technology;
(i)
The manufacturer or its agent shall provide to each owner an operation and maintenance manual approved pursuant to N.J.A.C. 7:50-10.22(a)2iv;
(j)
Each system shall be covered by a five-year warranty and a minimum five-year maintenance contract consistent with those approved pursuant to N.J.A.C. 7:50-10.22(a)2v that cannot be cancelled and is renewable and which includes a provision requiring that the manufacturer or its agent inspect the system at least once a year and undertake any maintenance or repairs determined to be necessary during any such inspection or as a result of observations made at any other time; and
[Amended 3-5-2019 by Ord. No. 2019-4]
(k)
The property owner shall record with the deed to the property a notice consistent with that approved pursuant to N.J.A.C. 7:50-10.22(a)2vi that identifies the technology, acknowledges the owner's responsibility to operate and maintain it in accordance with the manual required in Subsection B(7)(i) above, and grants access, with reasonable notice, to the local Board of Health, the Commission and its agents for inspection and monitoring purposes. The recorded deed shall run with the property and shall ensure that the maintenance requirements are binding on any owner of the property during the life of the system and that the monitoring requirements are binding on any owner of the property during the time period the monitoring requirements apply pursuant to the pilot program or any subsequent regulations adopted by the Commission that apply to said system.
[Amended 3-5-2019 by Ord. No. 2019-4[1]]
[1]
Editor's Note: This ordinance also provided for the repeal of former Subsection B(7)(l), regarding installation after August 2007, which immediately followed.
C.
Maintenance of On-Site Wastewater Disposal Systems and Petroleum Tanks.
(1)
When adequate septage treatment facilities are available to residents of the Pinelands Area within Barnegat Township, the owner of every on-site septic wastewater treatment facility in the Pinelands Area shall:
(a)
Have the facility inspected by a technician at least once every three (3) years.
(b)
Have the facility cleaned at least once every three (3) years.
(c)
Once every three (3) years submit to the Township Health Department a sworn statement that the facility has been inspected, cleaned and is functional, setting forth the name of the person who performed the inspection and cleaning and the date of such inspection.
(2)
The owners of commercial petroleum storage tanks shall comply with the requirements of Chapter 102 of the Laws of 1986.
D.
Regulation of Chemicals.
(2)
All storage facilities for deicing chemicals shall be lined to prevent leaking into the soil, and shall be covered with an impermeable surface which shields the facility from precipitation.
(3)
No person shall apply any herbicide to any road or public utility right-of-way within the Pinelands Area unless necessary to protect an adjacent agricultural activity.
E.
Water management.
[Amended 6-6-2024 by Ord. No. 2024-8]
(1)
Water shall not be exported from the Pinelands except as otherwise provided at N.J.S.A. 58:1A-7.1.
(2)
A diversion within the Pinelands Area portion of Barnegat Township that involves the interbasin transfer of water from sources within the Pinelands Area between the Atlantic Basin and the Delaware Basin, as defined at Subsection E(2)(a) and (b) below, or outside of either basin, shall be prohibited.
(a)
The Atlantic Basin is comprised of Watershed Management Areas 13, 14, 15, and 16, as identified by the New Jersey Department of Environmental Protection.
(b)
The Delaware Basin is comprised of Watershed Management Areas 17, 18, 19, and 20 as identified by the New Jersey Department of Environmental Protection.
(3)
A diversion within the Pinelands Area portion of Barnegat Township involving the intrabasin transfer of water between HUC-11 watersheds in the same basin, Atlantic Basin or Delaware Basin as defined at Subsection E(2)(a) and (b) above, shall be permitted. If such an intrabasin transfer involves water sourced from the Kirkwood-Cohansey aquifer, the diversion shall meet the criteria and standards set forth at Subsection E(4) below.
(4)
Within the Pinelands Area portion of Barnegat Township a new diversion or an increase in allocation from either a single existing diversion source or from combined existing and new diversion sources in the same HUC-11 watershed and in the Kirkwood-Cohansey aquifer, that results in a total diversion of 50,000 gallons of water per day or more (hereafter referred to as "proposed diversion") shall meet the criteria and standards set forth at Subsection E(4)(c) through (f) below and the water management standards of the Pinelands Comprehensive Management Plan at N.J.A.C. 7:50-6.86(d). "Allocation" shall mean a diversion permitted pursuant to a Water Allocation Permit or Water Use Registration Number issued by the New Jersey Department of Environmental Protection pursuant to N.J.A.C. 7:19.
(b)
[1]
A new well that is to replace an existing well, provided the existing well is decommissioned in accordance with N.J.A.C. 7:9D-3 and the new replacement well will:
[2]
Any proposed diversion that is exclusively for agricultural or horticultural use; or
[3]
Any proposed diversion for a resource extraction operation that constitutes a nonconsumptive use, provided the water returned to the source is not discharged to a stream or waterbody or otherwise results in offsite flow, and the diversion and return are located on the same parcel.
(c)
A proposed diversion shall be permitted only in the following Pinelands Management Areas: Regional Growth Area.
(d)
A proposed diversion shall only be permitted if the applicant demonstrates that no alternative water supply source is available or viable. Alternative water supply sources include, but are not limited to, groundwater and surface water sources that are not part of the Kirkwood-Cohansey aquifer, and public water purveyors and suppliers, as defined at N.J.A.C. 7:19-1.3. A list of alternative water supply sources is available at the offices of the Pinelands Commission and at https://www.nj.gov/pinelands/.
(e)
A proposed diversion shall not have an adverse ecological impact on the Kirkwood-Cohansey aquifer. Adverse ecological impact means an adverse regional impact and/or an adverse local impact, as described at N.J.A.C. 7:50-6.86(d)6 and 7, respectively. A proposed diversion deemed to have an adverse local impact in the Pinelands Area is prohibited. A proposed diversion deemed to have an adverse regional impact shall only be permitted if an applicant permanently offsets the diversion in accordance with N.J.A.C. 7:50-6.86(d)6i.
(f)
An applicant for a proposed diversion shall provide written documentation of water conservation measures that have been implemented, or that are planned for implementation, for all areas to be served by the proposed diversion. Water conservation measures are measurable efforts by public and private water system operators and local agencies to reduce water demand by users and reduce losses in the water distribution system.