On-site treatment and holding facilities: the location, size, type and capacity of any proposed on-site wastewater treatment or holding facilities or the location and size of sanitary sewer collection lines.

Soil borings and percolation tests: If on-site sewage disposal is proposed, results of soil borings and percolation tests in accordance with N.J.S.A. 58:11-23 et seq. and the regulations adopted pursuant thereto shall be submitted at suitable locations with a tract map showing the location, logs and elevations of all test holes, indicating where groundwater was encountered, estimating the seasonal high-water table and demonstrating that such facility is adequate to meet the water quality standards contained in this article.

The name and address of the record owner or owners and the name of all adjoining property owners as disclosed by the most recent municipal tax records.

The name and address of the subdivider.

The name and address of the person who prepared the plat.

In cases where a brook or stream is proposed for alteration, improvement or relocation or when any structures are proposed within the ordinary high-water mark of a stream with a drainage area of 1/2 square mile, a stream encroachment permit issued by the New Jersey Division of Water Resources, Bureau of Water Control, shall accompany the application.

Cross sections of all watercourses at an appropriate scale, showing the extent of the floodplain, top of bank, normal water level and abutting lot elevations at the following locations: any point where the watercourse crosses the boundary of the subdivision; at fifty-foot intervals for a distance of 300 feet upstream and adjacent to the subdivision; immediately upstream and downstream of any point of juncture of two or more watercourses; and at a maximum of three-hundred-foot intervals along all watercourses which run through or adjacent to the subdivision.

When ditches, streams, brooks or watercourses are involved, improved or relocated, the method of stabilizing slopes and measures to control erosion and siltation, as well as typical ditch section profiles, shall be shown on the plat or accompanying it.

The boundaries of the floodplain and special flood hazard areas of all watercourses within or adjacent to the subdivision as such are shown on the Egg Harbor City Flood Insurance Rate Maps.

Profile of streambed 300 feet upstream and downstream from subject property limits.

All existing or proposed storm sewer lines within or adjacent to the subdivision, showing size and the profile of the lines, direction of flow and the location of manholes and inlets and all calculation sheets used for the design of the proposed storm sewer system.

The location and extent of any proposed dry wells, groundwater recharge basins, retention basins or other water conservation devices. Plans of proposed utility layouts (sewer, storm drains, water, gas, electricity) shall be included and shall indicate feasible connections to existing or any proposed utility systems. Any sewage collection or water distribution system must have preliminary approval by the Egg Harbor City Municipal Utilities Authority. When a private centralized water supply or sewage facility system is proposed, the plans for such system must have approval of the Egg Harbor City Municipal Utilities Authority and appropriate county and state agencies. When a public or acceptable private community sewage system is not available or proposed for development within a reasonable period of time as determined by the Land Use Board, uniformly distributed soil borings to first groundwater or a maximum of 20 feet and percolation tests as specified in the table below and the results, including the date made, together with evidence of submission to the County Health Department, must be submitted with the preliminary plat. The depth to seasonal high water at each percolation test location shall also be submitted. Any subdivision or part thereof that does not meet with the established sewage collection and treatment requirements of this chapter or other applicable Egg Harbor City regulations shall not be approved. Any remedy proposed to overcome the shortcoming shall be first approved by the appropriate local, county and state agencies. In addition, soil borings and percolation tests shall be provided at all dry wells, recharge basins and retention basins. Percolation tests shall be taken at the approximate depth of the recharge facility. All retention or detention facilities shall be designed to have a minimum of two feet from the bottom of the facility to the maximum groundwater, as determined by mottling or other approved methods.

Population.

School-age children.

Site plans shall be drawn to a scale of not less than 100 feet to the inch. All distances shall be in decimals of a foot, and all bearings shall be given to the nearest tenth of a second, and the error of closure of the tract shall be one in 10,000 and certified by a licensed land surveyor. Distances and bearings shall be on the North American Datum of 1927 or North American Datum of 1983, as specified by the Municipal Engineer.

A key map showing the entire parcel to be developed and its relation to the surrounding area, based on the Egg Harbor City Zoning Map.[1]

Title of development, North point, scale, name, address of record owner and persons preparing the site development plan, with their seal and signature affixed to said plan.

The name of the owners of record of all adjacent properties and the block and lot numbers of such adjacent properties.

All existing school, zoning and special district boundaries located on or adjacent to the property involved. Such boundaries shall be shown on the key map accompanying the detailed site plan.

The boundaries of the property involved, building or setback lines and lines of existing streets, lots, reservations, easements and other areas dedicated to public use.

The location of existing buildings and all other structures, such as but not limited to signs, culverts, bridges (with spot elevations of such structures), walls, fences, roadways and sidewalks.

The location of all proposed use areas, buildings, structures, including fences, roadways and sidewalks, and special sites for individual uses, all including proposed grades.

The location and design of any off-street parking or loading areas, showing the size and location of bays, aisleways, barriers, pedestrian access, vehicular access and the number of parking or loading spaces.

All means of vehicle access and egress proposed for the site, showing the size and location of driveways and driveway or curb openings to existing public streets.

The location of all storm drainage pipes, structures and watercourses, whether publicly or privately owned, with pipe sizes, grades and direction of flow, whether existing or proposed, and also whether above or below the ground surface. Final stormwater outfalls in streams, swales, retention basins or other receiving bodies of water shall be identified by coordinates based on the datum specified in Subsection A(1)(a), above.

Existing topography, with a contour interval of one foot where slopes are 3% or less, two feet where slopes are more than 3% but less than 15% and five feet where slopes are greater than 15%, referenced to the National Geodetic Vertical Datum, 1929, and indicated by a dashed line. Where any regrading is proposed, finished grade contours should be shown in solid lines.

The location of existing high points, depressions, ponds, marshes, wooded areas and other significant existing natural features. Vegetation information may be required at the request of the City Land Use Board. Watercourses and public roads located within 1,000 feet of the site shall be shown on the key map.

[2]A certified survey prepared by a land surveyor licensed in the State of New Jersey shall accompany site plans and shall show the boundaries of the parcel and the limits of all proposed streets, recreation areas and other property to be dedicated to public use or to common open space. In the case of new commercial, industrial or public buildings, the site plan shall be accompanied by preliminary architectural floor plans and elevations, with the name, address, professional number and seal of the architect involved.

All proposed street profiles and cross sections shall be shown, indicating width of sidewalks and location and size of utility lines according to standards and specifications of Egg Harbor City. Such features are to be shown on a separate map when necessary.

Location of all proposed sewer and water lines, valves, hydrants and other appurtenances or alternative means of water supply and sewage disposal and treatment in conformance with applicable standards of the appropriate City, county and state agencies.

The proposed positioning, direction, illumination, wattage and periods of operation of all proposed outdoor lighting to be used anywhere on the site or in connection with any proposed building or structure, including signs, thereon. Standards are outlined in § 170-66 of this chapter.

Location of all proposed signs, their size, nature of construction, height and orientation, including all identification signs, traffic and directional signs and freestanding and facade signs, together with the nature and time control of sign lighting.

Proposed screening and landscaping plan incorporating the elements set forth in § 170-73A(4).

A copy of any covenants or deed restrictions that are intended to cover all or any part of the tract.

An internal surface drainage plan designed to produce no greater volume of surface runoff from the site subsequent to development than that existing prior to development.

Such other information or data as may be required by the Land Use Board, as set forth in its rules of procedure, in order to determine that the proposed development is in accord with the City Master Plan and all applicable ordinances of Egg Harbor City.

A listing of other required permits from agencies having jurisdiction and the status of each permit required.

Copies of all documents submitted to the Pinelands Commission pursuant to N.J.A.C. 7:50-4.2(b)5.

In all residential developments, land area shall be reserved for recreation consistent with the requirements found in § 170-30C(17). New residential developments shall also provide for recreational needs of residents as provided for in § 170-30C(17).

Any development proposal for the construction of 50 or more units of single-family residential housing or 25 or more units of multifamily residential housing and any commercial or industrial development proposal for the utilization of 1,000 square feet or more of land shall provide a written plan and illustrative plan for the collection, disposition and recycling of recyclable materials.

A developer of 10 or more units of residential housing shall prepare calculations of the future residents and school-age children using the multipliers contained in § 170-30C(22).

An open space management report setting forth the form of organization proposed to own or maintain the common open space. Information shall be provided establishing that the association or other entity proposed to administer such common open space will have adequate funding and a sufficient organization to properly maintain, repair and replace such open space and its structures and facilities.

The use, approximate height and bulk of proposed buildings and other structures.

Modifications of existing City ordinance requirements governing streets or ways or the use, density and location of buildings or structures being requested.

The projected schedule for development and the approximate times when final approvals will be requested.

A statement as to why the public interest would be served by the proposed development.

The improvement, expansion or reconstruction within five years of destruction or demolition of any single-family dwelling unit or appurtenance thereto.

The improvement, expansion, construction or reconstruction of any structure accessory to a single-family dwelling.

The improvement, expansion, construction or reconstruction of any structure used exclusively for agricultural or horticultural purposes.

The construction, repair or removal of any sign, except for the construction or replacement of any off-site commercial advertising sign.

The repair of existing utility distribution lines and the installation of utility distribution lines except for sewage lines to serve areas which are effectively developed or development which has received all necessary approvals and permits.

The clearing of less than 1,500 square feet of land.

The construction of any addition or accessory structure for any nonresidential use or any multifamily residential structure provided that:

The demolition of any structure that is less than 50 years old.

The repair or replacement of any existing on-site wastewater disposal system.

The repaving of existing paved roads and other paved surfaces, provided no increase in the paved width or area of said roads and surfaces will occur.

The clearing of land solely for agricultural or horticultural purposes.

Fences, provided that no more than 1,500 square feet of land is to be cleared.

Aboveground telephone equipment cabinets.

Tree pruning.

The following forestry activities:

Prescribed burning and clearing and maintaining of firebreaks.

Normal and customary landscape planting, unless a landscaping plan is required pursuant to Section 170-31A(1)(t) or 170-73A(3).

The installation of an accessory solar energy facility on any existing structure or impervious surface.

The installation of a local communications facilities antenna on an existing communications or other suitable structure, provided such antenna is not inconsistent with any comprehensive plan for local communications facilities approved by the Pinelands Commission pursuant to N.J.A.C. 7:50-5.4(c)6.

The establishment of a home occupation within an existing dwelling unit or structure accessory thereto, provided that no additional development is proposed.

The change of one nonresidential use to another nonresidential use, provided that the existing and proposed uses are or will be served by public sewers and no additional development is proposed.

On-site treatment facilities: the location, size, type and capacity of any proposed on-site wastewater treatment facilities.

Soil borings and percolation tests: If on-site sewage disposal is proposed, results of soil borings and percolation tests in accordance with N.J.S.A. 58:11-23 et seq., and the regulations adopted pursuant thereto, shall be submitted at suitable location with a tract map showing location, logs, elevations of all test holes, indicating where groundwater was encountered, estimating the seasonal high-water table and demonstrating that such facility is adequate to meet the water quality standards contained in § 170-53 below.

A certificate of filing from the Pinelands Commission issued pursuant to N.J.A.C. 7:50-4.34 or, until January 14, 1991, evidence of prior approval from the Pinelands Development Review Board or the Pinelands Commission pursuant to the interim rules and regulations.

When prior approval for the development has been granted by an approval authority, evidence of Pinelands Commission review pursuant to Subsection E below.

The name and address of the applicant.

The legal description and street address, if any, of the parcel that the applicant proposes to develop.

A brief description of the proposed development, including uses and intensity of uses proposed.

The application number of the certificate of filing issued by the Pinelands Commission and the date on which it was issued.

The date on which the application, or any change thereto, was filed and any application number or other identifying number assigned to the application by the approval agency.

The approval agency with which the application or change thereto was filed.

The content of any change made to the application since it was filed with the Commission, including a copy of any revised plans or reports.

The nature of the municipal approval or approvals being sought.

The name and address of the applicant.

The application number of the certificate of filing issued by the Pinelands Commission and the date on which it was issued.

The date, time and location of the meeting, hearing or other formal proceeding.

The name of the approval agency or representative thereof that will be conducting the meeting, hearing or other formal proceeding.

Any written reports or comments received by the approval agency on the application for development that have not been previously submitted to the Commission.

The purpose for which the meeting, hearing or other formal proceeding is to be held.

The name and address of the applicant.

The legal description and street address, if any, of the parcel that the applicant proposes to develop.

The application number of the certificate of filing issued by the Pinelands Commission and the date on which it was issued.

The date on which the approval or denial was issued by the approval agency.

Any written reports or comments received by the approval agency on the application for development that have not been previously submitted to the Commission.

Any revisions to the application not previously submitted to the Commission.

A copy of the resolution, permit or other documentation of the approval or denial. If the application was approved, a copy of any preliminary or final plan, plot or similar document that was approved shall also be submitted.

Primary arterial road. Primary arterial roads are designed to serve primarily regional traffic movements (more than 15,000 vehicles per day).

Secondary arterial road. Minor or secondary arterials are intended to connect with and augment the major arterial system and to provide for trips of moderate length at a lower speed and a lesser volume (10,000 to 15,000 vehicles per day).

Collector street. Collector streets are designed to serve as traffic channels between minor streets and the arterial road system (5,000 to 10,000 vehicles per day).

Local streets, including culs-de-sac and marginal access streets. Local or minor streets are designed and intended to provide access to adjacent properties and are not intended to carry through traffic (less than 5,000 vehicles per day).

A policy on Geometric Design of Rural Highways, American Association of State Highway Officials, latest revision;

A policy on Arterial Highways in Urban Areas, American Association of State Highway Officials, latest revision; and/or

Traffic Engineering Handbook, Institute of Traffic Engineers, latest revision.

Access. All required off-street parking and loading facilities shall be furnished with necessary pedestrian passageways and vehicular maneuvering area and driveways providing efficient access either directly or indirectly to a public street. Access to driveways shall be not less than 12 feet in width for one-way operation and 24 feet for two-way operation when leading to parking areas and 16 feet in width when leading to off-street loading spaces.

Entrances and exits for all required parking and loading facilities shall be located not less than 50 feet from the driveway edge nearest the right-of-way line of an intersecting public street, and the arrangement of off-street parking areas providing space for more than two vehicles in the case of a minor or private street or for any vehicles in the case of a collector, primary or arterial street shall be such that no vehicle would have occasion to back into a public street. No off-street loading area shall be so located that a vehicle would be required to back into a street.

Purpose. The purpose of this subsection is to provide safe, adequate off-street parking for nonresidential and residential uses in Egg Harbor City while preserving aesthetic visual qualities.

Applicability. This subsection shall apply to all off-street parking areas not associated with a single-family residence, agricultural use or other permitted or conditional use which required less than three off-street parking spaces.

Landscaping of parking lots. A minimum of one two-and-one-half-inch caliper tree shall be provided for each eight parking spaces or portion thereof. This requirement may be waived by the Board in the case of wooded tracts where sufficient trees are maintained. A planted landscape strip of a minimum five-inch width shall be provided along property lines.

All lighting shall be designed, oriented and selected to prevent glare upon surrounding properties or roadways.

The maximum height for any light standards shall not exceed the height of the principal building up to a maximum of 45 feet.

Lighting plans shall be prepared by a licensed architect or engineer and must meet IES standards.

Spacing. The number of driveways provided from a site directly to any public street or road should comply with the following:

Location. All entrances and exit driveways to or from a public street or road shall be so located as to afford maximum safety to traffic on the road. Where a site occupies a corner of two intersecting streets or roads, no driveway's entrance or exit shall be located within 50 feet of the right-of-way intersection lines and the nearest driveway edge nor 30 feet of the tangent of the existing or proposed curb radius of the intersection. No entrance or exit driveway shall be located on the following portions of any collector or arterial road: on a traffic circle, on a ramp of an interchange, within 30 feet of the beginning of any ramp or other portion of an interchange or on any portion of such road where the grade has been changed to accommodate an interchange. In cases where two or more driveways connect a single site to any one public street or road, a minimum clear distance of 100 feet, measured along the right-of-way line, shall separate the closer edges of any two driveways.

Sight distance. Any exit driveway or driveway land shall be so designated in profile and grading and shall be so located as to permit the following maximum sight distance measured in each direction along any abutting City, county or state road (the measurement shall be from the driver's seat of a vehicle standing on that portion of the exit driveway that is immediately outside the edge of the road right-of-way line):

Widths. The dimensions of driveways shall be designated to adequately accommodate the column and character of vehicles for which a site plan is prepared. The required maximum and minimum dimensions for driveways and curbline openings are indicated in the accompanying table. Driveways and curbline openings serving large traffic with a substantial number of trucks shall be required to utilize high to maximum dimensions.

Intersections. Driveways used for two-way operation shall intersect any collector or arterial road at any angle as nearly 90° as site conditions will permit, and in no case less than 60°. Driveways used by vehicles in one direction of travel (right turn only) may form an angle smaller than 60° degrees, but only with a collector or arterial road when acceleration and deceleration lanes are provided.

Grades. Any vertical curve on a driveway shall be flat enough to prevent the dragging of any vehicle undercarriage. All driveway profiles and grades shall be submitted to and approved by the City Engineer. Should a sidewalk be so located with respect to the curb at a driveway opening that vehicle undercarriage is likely to drag, the sidewalk involved should be adequately depressed or elevated to avoid such a result.

Acceleration lane. Where a driveway serves right-turning traffic from a parking area providing 200 or more parking spaces and the abutting road is classified as an arterial or collector road, an acceleration lane shall be provided in accordance with A Policy of Geometric Design of Rural Highways, American Association of State Highway Officials.

Deceleration lanes. Where a driveway serves as an entrance to a land development providing 50 or more parking spaces, a deceleration lane shall be provided for traffic turning right into the driveway from any arterial or collector road. The deceleration lane shall be at least 200 feet long and 13 feet wide, measured from the abutting roadway curbline. A minimum forty-foot curb return radius shall be used from the deceleration lane into the driveway.

The open space and recreation plan shall conform to environmental impact statement requirements and requirements of the individual zones of this chapter.

Energy conservation. Innovative design for energy conservation shall be encouraged. The location and siting of buildings or structures which may not conform strictly to other standards contained herein shall be permitted when the Land Use Board finds that such deviation will not endanger the health, safety or welfare of occupants in the buildings or their surroundings. In this context, "energy conservation" shall mean the reduced consumption of natural or artificial fuels or energy.

Staging requirements. Information on phasing of the project shall also be submitted.

Remove and replace the bituminous-stabilized base course to the correct thickness; or

Construct an overlay of bituminous concrete suitable to the Engineer to correct the thickness deficiency.

Remove and replace FABC-1 surface course to the correct thickness; or

Construct an overlay of bituminous concrete suitable to the Engineer to correct the thickness deficiency.

Curbing should be required in the case of any development generating large volumes of vehicular traffic or lying in close proximity to such development.

Curbing should be required in conjunction with multifamily residential developments and in higher density single- or two-family subdivisions having an average lot size of less than 1/2 acre.

Curbing should be required in conjunction with single-family subdivisions having average lot sizes of one acre or less unless it can be demonstrated to the satisfaction of the City Engineer that all new surface runoff will be accommodated on-site, that construction or percolation characteristics of roadside soils are such that excessive rutting of shoulder areas will not occur and that the existing or proposed topography is such that water ponding will not occur.

Curbing should be required along existing and proposed City streets or roads in conjunction with any proposed development that would otherwise contribute to an adverse drainage condition, soil erosion or stream or watercourse siltation.

Sidewalks should be required in the case of any development or portion thereof where there may be pedestrian movement to school sites and other generators, including but not limited to recreational facilities, churches, clubs, eating establishments and retail shopping centers.

In situations other than those listed in Subsection C(3)(a) above, sidewalks along both sides of a street should be required when permitted residential densities exceed four dwelling units per acre and no internal open space walkway system is provided, and along one side of a street only in cases where residential densities range between one dwelling unit and four dwelling units per acre and no open space walkway system is provided, and no sidewalk should be required in cases where dwelling unit densities are less than one dwelling per acre or where adequate internal open space walkway systems are provided. In all cases, the Land Use Board shall take into account the nature and intensity of neighboring uses as well as the peculiar size, use and character of the development proposed.

Class 1: a completely separated right-of-way designated for the exclusive flow of bicycles. Cross-flow conflicts by pedestrians and automobiles are minimized.

Class 2: a restricted right-of-way designated for the exclusive flow of bicycles. Through-travel flow by automobiles or pedestrians is not allowed. Cross flows by pedestrians and automobiles are allowed. The restricted right-of-way for Class 2 is formed by vertical markers, painted extruded asphalt curbs or raised pavement.

Minimum width.

Minimum clearance (overhead): eight feet.

Bikeway surface base and subgrade. As required by the New Jersey Department of Transportation or City Engineer's specifications, where bikeways intersect with streets or driveways, that portion of the bikeway crossing the street or driveway shall be constructed to the City roadway standards.

Signage. Identification, directional and safety signs shall meet the New Jersey Department of Transportation and City Engineer's specifications.

Lighting. If lighting is provided along bikeways, it shall meet criteria established by the New Jersey Department of Transportation.

All planned developments in the City shall incorporate interdevelopment bikeway linkage at a minimum of two locations per development. Where developments are adjacent, one of the linkage points shall be a Class 1 bikeway.

Linkages between planned residential and planned commercial developments shall, at a minimum, consist of a Class 2 bikeway with adequate barrier separation, signage and, if deemed necessary by the Land Use Board and City Engineer, signalization to minimize safety risks to both bicyclists and motorists.

Constitutes an unconditional payment obligation of the issuer running solely to the municipality for an express initial period of time in the amount determined pursuant to Subsection A(2).

Is issued by a banking or savings institution authorized to do and doing business in this state.

Is for a period of time of at least one year.

Permits the municipality to draw upon the letter of credit if the obligor fails to furnish another letter of credit which complies with the provisions of this section 30 days or more in advance of the expiration date of the letter of credit or such longer period in advance thereof as is stated in the letter of credit.

When all of the required improvements have been completed, the obligor shall request of the Common Council, in writing, by certified mail, addressed in care of the Municipal Clerk, that the Municipal Engineer prepare, in accordance with the itemized cost estimate prepared by the Municipal Engineer and appended to the performance guaranty, a list of uncompleted or unsatisfactorily completed improvements. If such a request is made, the obligor shall send a copy of the request to the Municipal Engineer. The request shall indicate which improvements have been completed and which improvements remain uncompleted in the judgment of the obligor.

The Municipal Engineer shall inspect the improvements covered by the obligor's request and shall file a detailed list and report, in writing, with the Common Council, and shall simultaneously send a copy thereof to the obligor not later than 45 days after receipt of the obligor's request.

If the Municipal Engineer fails to send or provide the list and report as requested by the obligor pursuant to Subsection H(1) of this section within 45 days from receipt of the request, the obligor may apply to the court in a summary manner for an order compelling the Municipal Engineer to provide the list and report within a stated time, and the cost of applying to the court, including reasonable attorney's fees, may be awarded to the prevailing party.

If the Common Council fails to approve or reject the improvements determined by the Municipal Engineer to be complete and satisfactory or reduce the performance guaranty for the complete and satisfactory improvements within 45 days from the receipt of the Municipal Engineer's list and report, the obligor may apply to the court in a summary manner for an order compelling, within a stated time, approval of complete and satisfactory improvements and approval of a reduction in the performance guaranty for the approval of complete and satisfactory improvements in accordance with the itemized cost estimate prepared by the Municipal Engineer and appended to the performance guaranty, and the cost of applying to the court, including reasonable attorney's fees, may be awarded to the prevailing party.

There will be no direct discharge into any surface water body.

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 of nitrate/nitrogen.

All public wastewater treatment facilities are designed to accept and treat septage.

All storage facilities, including ponds or lagoons, are lined to prevent leakage into groundwater.

There will be no direct discharge into any surface water body.

The facility is designed only to accommodate wastewater from existing residential, commercial and industrial development.

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.

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 of nitrate/nitrogen.

There is no practical alternative available that would adhere to the standards of Subsection B(1)(a) above.

There is no increase in the existing approved capacity of the facility.

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 of nitrate/nitrogen.

The proposed development to be served by the system is otherwise permitted pursuant to the provisions of this chapter.

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 B(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 § 170-63 or § 170-96.

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.

The depth of seasonal high-water table is at least five feet.

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.

The system will be maintained and inspected in accordance with the requirements of Subsection C below.

The technology has been approved for use by the New Jersey Department of Environmental Protection.

Flow values for nonresidential development shall be determined based on the values contained in N.J.A.C, 7:9A-7.4, as amended, except that the 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 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.

The standards set forth in Subsection B(4)(a) and Subsection B(4)(c) through (h) above are met.

If the proposed development is nonresidential, it is located:

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 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 B(4)(c) above 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 § 170-63 or § 170-96.

The proposed development to be served by the system is residential and is otherwise permitted pursuant to the provisions of this chapter;

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 B(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 § 170-64 or 170-95;

Only contiguous lands located within the same zoning district and Pinelands management area as the proposed system or systems maybe utilized for septic dilution proposes, 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;

The depth to seasonal high water table is at least five feet;

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;

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;

Each system shall be equipped with automatic dialing capability to the manufacturer, or its agent, in the event of a mechanical malfunction;

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;

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;

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 canceled 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

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.

No system shall be installed after August 5, 2007.

Have the facility inspected by a technician at least once every three years.

Have the facility cleaned at least once every three years.

Once every three years, submit to the Board of Health serving Egg Harbor City a sworn statement that the facility has been inspected and cleaned and is functional, setting forth the name of the person who performed the inspection and cleaning and the date of such inspection.

Septic tank cleaners.

Waste oil.

The Atlantic Basin is comprised of Watershed Management Areas 13, 14, 15, and 16, as identified by the New Jersey Department of Environmental Protection.

The Delaware Basin is comprised of Watershed Management Areas 17, 18, 19, and 20 as identified by the New Jersey Department of Environmental Protection.

When evaluating whether the proposed diversion meets the criteria set forth at Subsection E(4)(c) through (f) below, all of the applicant's allocations in an HUC-11 watershed, in addition to the proposed diversion, shall be included in the evaluation.

The standards set forth at Subsection E(4)(c) through (f) below shall not apply to:

A proposed diversion shall be permitted only in the following Pinelands Management Areas: Pinelands Town.

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/.

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.

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.