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OWEN, LITTLE & ASSOCIATES INC.

Engineers Planners Surveyors GIS Specialists

November 24, 2025

Jackson Township Planning Board 95 West Veterans Highway Jackson, NJ 08527

Re: P/F Major Site Plan Applicant: 510 Whitesville, LLC Block: 22401 Lot: 7-12 Location: 510 Whitesville Road Zone: PM-1 OLA File No.: JKPB-25-500

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Frank J. Little, Jr., P.E., P.P., C.M.E. Douglas F. Klee, P.E., P.P., C.M.E. William J. Berg, P.L.S.

Dear Chairman and Board Members:

We have received and reviewed the following materials submitted in conjunction with the referenced application:

1. “Preliminary and Final Major Site Plan, Block 22401, Lots 7-12, Township of Jackson, Ocean County, New Jersey”. The drawings, consisting of Twenty-Three (23) Sheets, have been prepared by Civil Core Consulting LLC and are signed by Yosef Portnoy, NJPE #GE53593. The drawings are dated 01/22/2025, with a latest revision date indicated of 06/05/2025.
2. Stormwater Management Report for Proposed Office Building and Warehouse, Jackson Township, Ocean County, New Jersey, Block 22401, Lots 7, 8, 9, 10, 11, and 12, prepared by Civil Core Consulting, signed by Yosef Portnoy, NJPE #GE53583, and dated 01/21/2025, with a latest revision date of 06/05/2025.
3. “Boundary & Topographic Survey, Block 224014, Lots 7, 8, 9, 10, 11, and 12, 510 Whitesville Road, Jackson Township, Ocean County, New Jersey.” The drawing, consisting of One (1) Sheet, has been prepared by Newlines and Consultants, LLC, and is signed by Christopher J. Bouffard, NJ Lic. No.: 37576. The drawings are dated 02/05/2025, with a latest revision date of 02/05/2025.
4. Vehicle Circulation Plan, prepared by Civil Core Consulting, LLC, signed by Yosef Portnoy, NJ Lic. No.: GE53593, dated 01/22/2025, with a latest revision date of 06/09/2025, indicated,
5. Architectural Drawings prepared by GutVann Architecture, for proposed contractor shop/warehouse, signed by Naftoli Gut, NJ Lic. No.: 21A102127300, undated.
6. 443 Atlantic City Blvd. Beachwood, NJ 08722 732-244-1090 Fax 732-341-3412 www.owenlittle.com info@owenlittle.com
6. Architectural Drawings prepared by GutVann Architecture, for proposed contractor office building, signed by Naftoli Gut, NJ Lic. No.: 21A102127300, undated.
7. Traffic Impact Analysis, prepared by McDonough & Rea Associates, Inc. dated 01/14/2025.

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8. Preliminary Stormwater Management Area Evaluation (SWM), prepared by Whitestone, dated 11/16/2023.

The applicant seeks Preliminary and Final Major Site Plan Approval associated with the construction of a three-story 15,000 SF business office building and a 12,750 SF one-story warehouse building with 4 rental units on the subject property. In addition to the two primary buildings, the applicant proposes a 1,575 SF storage shed, an 810 SF pipe storage shed and an area designated for small equipment storage. Additional site improvements include one new two-way driveway connection to Whitesville Road, off-street parking, lighting, landscaping, stormwater management facilities as well as all typical site plan development improvements.

The 6.07-acre tract is located at the Westerly side of Whitesville Road within the PM-1 Pinelands Manufacturing Zoning District. The site has been previously developed with one-story residential dwellings and associated accessory structures, all of which are designated to be removed.

Based on a review of the submitted material, we offer the following for the Board's consideration:

A. Zoning (PM-1 Pinelands Manufacturing Zone)

*Testimony shall be provided detailing the wetland/wetland buffer areas in relation to minimum lot area requirements.

B. General Comments

1. Environmental Considerations
2. a.The property is located within a Pinelands Area and subject to the specific requirements of the Pinelands Comprehensive Management Plan (CMP). The applicant has provided the required Certificate of Filing which notes specific inconsistencies from the CMP. The inconsistencies are as follows:

Stormwater volume (N.J.A.C. 7:50-6.84(a)6iv(1))

The Township land use ordinance and the CMP require that any proposed development retain and infiltrate the total runoff volume generated from the net increase in impervious surfaces by a 10-year, 24-hour storm. Note that the required volume must be met below the lowest outfall elevations within the proposed stormwater management measures.

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Total nitrogen reduction (N.J.A.C. 7:50-6.84(a)6iv(6))

The Township land use ordinance and the CMP require that stormwater management measures be designed to achieve a minimum of 65 percent reduction of the post-development total nitrogen load from the developed site, including those permanent lawn or turf areas that are specifically intended for active human use, in stormwater runoff generated from the water quality design storm. The development has not been designed to meet this standard. Note that this requirement must be met for the entire development and not just the lawn and landscaped areas.

Permeability (N.J.A.C. 7:506.84(a)6v(2))

The Township land use ordinance and the CMP require that stormwater infiltration facilities be sited in suitable soils verified by field testing to have permeability rates between one and twenty inches per hour. The submitted information indicates that all proposed stormwater management measures will be located in soils having a permeability rate greater than twenty inches per hour. This issue may be resolved by removing soils below each BMP and replacing those soils with a three-foot layer of soil having an acceptable permeability rate (such as a K3 or K4 soil). Any replacement soils must also be replaced up to the elevation of the lowest outfall within each BMP.

These inconsistencies should be addressed by the applicant.

• b.The site is also impacted by a wetlands buffer which has been previously established on site.
• c.Based on the overall square footage proposed, an Environmental Impact Statement is required and has not been provided. The applicant should address this submission waiver request as well as any comments which have been received from the local Environmental Commission.
• d.The drawings indicate that the project site is subject to a wetlands buffer. However, the drawings also indicate that no new disturbance to or construction in the wetland buffer area is proposed.
• Utilities- The drawings indicate the proposed buildings will connect to public water facilities within Whitesville Road and private onsite septic system. Any approval which may be granted would be subject to review and approval from the Jackson Township Municipal Utility Authority.
• Site Utilization and Proposed Operation – The applicant supplied Statement of Operations is attached to this engineering report. Supplementing any specific concerns the Board may have, the applicant should be prepared to address:
• a.Nature and extent of any outdoor bulk storage which may be proposed including maximum number of vehicles and nature of the outdoor equipment storage which is proposed.
• b.Estimated number of new employees.
• c.Days and hours of operations.

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• d.Anticipated deliveries.
• e.Security proposals.
• f.Provisions for solid waste storage and handling including recyclables.
• g.Impacts of the proposed use in conjunction with traffic congestion, noise, glare, air pollution, fire hazards and safety hazards.
• h.Ownership and maintenance proposals associated with the site's stormwater management system.
• i.EV Parking and the extent of roof top solar.

4. Traffic Safety, Site Access, Circulation, Loading, Required Parking and Existing Roadway Improvements

• a.A Traffic Impact Analysis is required based on the total floor area proposed and has been provided. The following has been concluded:
• "It is concluded, based on the analysis set forth in this report, that plans to construct a driveway to a construction yard and to construct a 15,000 SF office building on the noted property can be approved and operate compatibility with future traffic conditions. Exiting traffic from the 2 uses to Whitesville Road will do so at acceptable levels of service for the 2035 design year.
• The Site Plan, prepared by YPE, shows adequate areas for parking and storage of vehicles, equipment and materials for the construction yard and adequate parking for the office building."
• The applicant should review these conclusions with the Board as well as the specific methodology in establishing same. Any comments which have been required from the local Bureau of Fire Prevention and Traffic Safety should be addressed.
• b.Site access is proposed through 1 new 2-way driveway connection to Whitesville Road. As Whitesville Road is a County roadway facility, County Planning Board review and approval is required. The applicant should also address any input which has been received by the County Planning Board/Engineering department regarding the driveway design which is proposed.
• Specific construction detailing including pavement restoration/widening areas, cross sections and design grading should be provided for the Whitesville Road driveway connections as well as all R.O.W. improvements.
• c.The new driveway connects to the site's main circulation aisle providing access to all buildings and all off-street parking areas. Based on aisle width and turning radii provided onsite circulation is acceptable, however all curb radii should be specified at 5.0 FT. Additionally, the applicant should address the following waivers:

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• d.Based on overall floor area designated loading zones are required. The applicant should address adequacy the 12 FT x 45 FT loading area proposed for the office building. No loading area is indicated for the proposed warehouse building.
• e.Based on the use and square footages proposed, required and provided parking is tabulated as follows:

f. Ordinance Standards require the construction of concrete curbing and sidewalk adjacent to the tract's Whitesville Road frontage. Although new curbing is indicated, no sidewalk is proposed. The applicant should be prepared to provide supportive testimony in conjunction with this improvement waiver request. Any waiver which may be granted should be subject to the applicant's contribution to the Township's Pedestrian Safety Fund.

5. Grading and Drainage

a. Except as may be noted under Section D Technical Revisions and/or Corrections, proposed site grading reflects a conceptually acceptable design. Proposed site grading will properly convey all stormwater flows to stormwater management facilities while still providing for acceptable parking and driveway area slopes. The applicant should however confirm that the specific provisions of Ordinance Section 244-184 relating to clearing and grading will be met.

a.1 Chapter 364 of the municipal Code regulates soil and fill importation and requires proper permitting be secured. No permit is required for any development that requires Planning Board/Zoning Board approval provided said approval contains conditions that meet the specific standards of Chapter 364. Should the current application anticipate placement of fill as regulated by Chapter 364, the applicant should be prepared to address how the specific provisions of Chapter 364 are being met. Specifically:

The applicant submits proof that the soil/fill material has been tested consistent with any applicable requirements of Chapter 364.

The soil/fill meets the definition of “acceptable soil/fill” per Chapter 364.

The application otherwise conforms with the standards of Chapter 364.

The applicant's attention is directed to Chapter 364-3.E.2 for the specific information which must be provided on the plans currently under consideration by the Board.

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a.2 Ordinance 244-166 Regulated Soil Removal as follows:

No topsoil, subsoil, sand or gravel shall be removed from any property or site in any zone unless and until a soil removal permit and/or license shall be obtained pursuant to Chapter 185, Excavations, Mining and Dredging, of the Code of the Township of Jackson; provided, however, that the following exceptions shall apply:

The Township Engineer may issue a soil removal permit, in conjunction with a building permit application, for removal of soil for building foundations and other structures, provided that the total amount of soil to be removed from any site does not exceed 500 cubic yards.

2. The Planning Board may approve a soil removal permit, as a condition of its approval of an application for development, upon finding that the removal is necessary for the development of the site as approved by the Board, and further provided that the amount of soil to be removed from the property or site does not exceed 1,000 cubic yards.
3. The applicant should confirm the 1000 CY limitation will not be exceeded or if a soil removal permit is required.
4. b.Stormwater management facilities consist of a series of interconnection inlet structures discharging to a proposed stormwater management basin at the Westerly end of the development area. Based on our review of the submitted stormwater design calculations, the overall proposal is acceptable and raises no concerns or objections. However, the applicant should be prepared to discuss:
1. Available permeability rates within the drainage basin area as well as anticipated "Time to Drain".
2. Stormwater management system ownership and maintenance responsibilities.
3. Provisions for basin access, security and an emergency spillway.
4. Drainage basin landscaping.
5. Downstream impacts associated with any basin overflow.
6. c.All stormwater management systems approved by the Township require submission of written agreements subject to approval by the Board Attorney that future maintenance of the system shall be the responsibility of the property owner, homeowners' association or other responsible parties. Copies of fully executed and recorded documents shall be submitted prior to signing of the development plans, commencement of any onsite construction or issuance of any construction permit. The applicant's attention is directed to Ordinance Section 244-209J which details the maintenance plans/agreement requirements.

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6. Lighting and Landscaping

• a.Site Plan Sheet 10 of 23 details the overall site lighting which is proposed. Based on lighting levels indicated proposed site lighting is acceptable. However, timing associated with activating/deactivating should be specified. A light pole and fixture detail should also be provided.
• b.Site Plan Drawing, Sheet 7 of 23 indicates the overall site landscaping which is proposed. The applicant should be prepared to discuss the following issues:
• Compliance with Ordinance Section 244-197i.3.9.b requiring tree and shrub plantings within all safety island areas. Unless otherwise directed by the Board, additional shrub plantings should be added across the entire Whitesville Road frontage.
• Extent and adequacy of buffer and screen plantings to all adjacent residential uses. Based on the total commercial floor area which is proposed, a 100 FT wide screen buffering is required adjacent to Whitesville Road.
• Extent and nature of all stormwater management basin screen plantings.
• Irrigation proposals.
• Architectural Considerations – Although architectural floor plan and elevation drawings have been provided, specific architectural treatments including color schemes, surfacing materials, etc., cannot be specifically established. The applicant should be prepared to review proposed architectural treatments as well as address any specific questions the Board may have. Colored renderings should be available for Board review.

8. Site Signage – Building mounted signage is proposed on the front and left elevations and comply with ordinance standards. The applicant should confirm no variance relief is requested.

9. Solid Waste Storage - The drawings indicate that one (1) refuse area will be provided for the office building. The applicant should indicate adequacy of the facilities in relation to anticipated solid waste as well as recycling. The applicant should address solid waste associated with the warehouse building. The applicant should also confirm that the specific provisions of Ordinance Section 244-208 will be met.

10. Design/Submission Waivers Required -

Environmental Impact Statement (244-30): Environmental Impact Statement Required; Not Provided.

Concrete Sidewalk (244-203): Concrete Sidewalk Required along all existing road frontages; Not Provided.

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• C.Outside Agencies – The applicant should indicate the current status of the following outside agency approvals/permits which will be required in conjunction with any approval the Board may grant:
• Ocean County Planning Board
• Ocean County Board of Health
• Ocean County Soil Conservation District
• Jackson Township MUA
• Jackson Township Bureau of Fire Prevention
• Jackson Township Environmental Commission
• Jackson Township Forrester

D. Technical Revisions and/or Corrections

1. Additional pavement markings and traffic control devices should be added to ensure design circulation patterns are properly established.
2. A general note should be added indicating that all site lighting will be adjusted as may be directed by the Township/Inspecting Engineer should unanticipated offsite lighting impacts result from the development which is proposed.
3. A general note should be added indicating that additional landscape plantings will be provided as may be directed by the inspecting engineer should the preservation of existing vegetation be inadequate to provide proper screening. Daffodil bulb planting should be added to the landscaping seed mix.
4. The Grading Plan should be revised to provide additional spot grades so as to ensure design grading patterns are properly established.
5. Curbing radii for all internal curbing shall be indicated at 5.0 FT minimum radius and internal islands at a 10 FT minimum width.
6. The solid waste storage area should be reviewed for compliance with Ordinance 244-208.
7. Plan revisions required to address the specific provisions of Chapter 364, if applicable.
8. Light pole footings should be indicated with a 6.0" maximum exposure.
9. Dimensions shown for "Porous Pavement" Areas 2A and 2B should be verified.
10. A detail: "Basin Access Drive- Permeable Grass Paver Surface Detail" is provided on Sheet 15. The access drive should be labeled on Sheets 4 and 5 for Surface Basin 1 and Surface Basin 3.
11. Chain link fences should be provided around both Surface Basins along with a gate allowing a pathway to the access drives.
12. Guide rails are proposed adjacent to Surface Basin 1 and Surface Basin 3 and are labeled on Sheet 3. Labels for the guide rails should be added to Sheets 4 and 5.
13. The proposed retaining wall should be labeled on Sheet 3.

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14. Although soil permeability results appear to be consistent on-site (and soil replacement is proposed), additional test pits and permeability testing should be performed in the areas of Porous Pavement 2B, Surface Basin 3, and Porous Pavement 2D- the number and spacing to be in accordance with NJDEP requirements.
15. The detail on Sheet 16 labeled: "Porous Pavement Detail (with Underdrain) Section" shows a 2.5" diameter pipe. The slope of the pipe, and type, should be indicated in the detail, and the pipe should be shown on the Drainage and Utility Plan, Sheet 5, along with invert elevations.
16. 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td><td>426</td><td>427</td><td>428</td><td>429</td><td>430</td><td>431</td><td>432</td><td>433</td><td>434</td><td>435</td><td>436</td><td>437</td><td>438</td><td>439</td><td>440</td><td>441</td><td>442</td><td>443</td><td>444</td><td>445</td><td>446</td><td>447</td><td>448</td><td>449</td><td>450</td><td>451</td><td>452</td><td>453</td><td>454</td><td>455</td><td>456</td><td>457</td><td>458</td><td>459</td><td>460</td><td>461</td><td>462</td><td>463</td><td>464</td><td>465</td><td>466</td><td>467</td><td>468</td><td>469</td><td>470</td><td>471</td><td>472</td><td>473</td><td>474</td><td>475</td><td>476</td><td>477</td><td>478</td><td>479</td><td>480</td><td>481</td><td>482</td><td>483</td><td>484</td><td>485</td><td>486</td><td>487</td><td>488</td><td>489</td><td>490</td><td>491</td><td>492</td><td>493</td><td>494</td><td>495</td><td>496</td><td>497</td><td>498</td><td>499</td><td>500</td><td>501</td><td>502</td><td>503</td><td>504</td><td>505</td><td>506</td><td>507</td><td>508</td><td>509</td><td>510</td><td>511</td><td>512</td><td>513</td><td>514</td><td>515</td><td>516</td><td>517</td><td>518</td><td>519</td><td>520</td><td>521</td><td>522</td><td>523</td><td>524</td><td>525</td><td>526</td><td>527</td><td>528</td><td>529</td><td>530</td><td>531</td><td>532</td><td>533</td><td>534</td><td>535</td><td>536</td><td>537</td><td>538</td><td>539</td><td>540</td><td>541</td><td>542</td><td>543</td><td>544</td><td>545</td><td>546</td><td>547</td><td>548</td><td>549</td><td>550</td><td>551</td><td>552</td><td>553</td><td>554</td><td>555</td><td>556</td><td>557</td><td>558</td><td>559</td><td>560</td><td>561</td><td>562</td><td>563</td><td>564</td><td>565</td><td>566</td><td>567</td><td>568</td><td>569</td><td>570</td><td>571</td><td>572</td><td>573</td><td>574</td><td>575</td><td>576</td><td>577</td><td>578</td><td>579</td><td>580</td><td>581</td><td>582</td><td>583</td><td>584</td><td>585</td><td>586</td><td>587</td><td>588</td><td>589</td><td>590</td><td>591</td><td>592</td><td>593</td><td>594</td><td>595</td><td>596</td><td>597</td><td>598</td><td>599</td><td>600</td><td>601</td><td>602</td><td>603</td><td>604</td><td>605</td><td>606</td><td>607</td><td>608</td><td>609</td><td>610</td><td>611</td><td>612</td><td>613</td><td>614</td><td>615</td><td>616</td><td>617</td><td>618</td><td>619</td><td>620</td><td>621</td><td>622</td><td>623</td><td>624</td><td>625</td><td>626</td><td>627</td><td>628</td><td>629</td><td>630</td><td>631</td><td>632</td><td>633</td><td>634</td><td>635</td><td>636</td><td>637</td><td>638</td><td>639</td><td>640</td><td>641</td><td>642</td><td>643</td><td>644</td><td>645</td><td>646</td><td>647</td><td>648</td><td>649</td><td>650</td><td>651</td><td>652</td><td>653</td><td>654</td><td>655</td><td>656</td><td>657</td><td>658</td><td>659</td><td>660</td><td>661</td><td>662</td><td>663</td><td>664</td><td>665</td><td>666</td><td>667</td><td>668</td><td>669</td><td>670</td><td>671</td><td>672</td><td>673</td><td>674</td><td>675</td><td>676</td><td>677</td><td>678</td><td>679</td><td>680</td><td>681</td><td>682</td><td>683</td><td>684</td><td>685</td><td>686</td><td>687</td><td>688</td><td>689</td><td>690</td><td>691</td><td>692</td><td>693</td><td>694</td><td>695</td><td>696</td><td>697</td><td>698</td><td>699</td><td>700</td><td>701</td><td>702</td><td>703</td><td>704</td><td>705</td><td>706</td><td>707</td><td>708</td><td>709</td><td>710</td><td>711</td><td>712</td><td>713</td><td>714</td><td>715</td><td>716</td><td>717</td><td>718</td><td>719</td><td>720</td><td>721</td><td>722</td><td>723</td><td>724</td><td>725</td><td>726</td><td>727</td><td>728</td><td>729</td><td>730</td><td>731</td><td>732</td><td>733</td><td>734</td><td>735</td><td>736</td><td>737</td><td>738</td><td>739</td><td>740</td><td>741</td><td>742</td><td>743</td><td>744</td><td>745</td><td>746</td><td>747</td><td>748</td><td>749</td><td>750</td><td>751</td><td>752</td><td>753</td><td>754</td><td>755</td><td>756</td><td>757</td><td>758</td><td>759</td><td>760</td><td>761</td><td>762</td><td>763</td><td>764</td><td>765</td><td>766</td><td>767</td><td>768</td><td>769</td><td>770</td><td>771</td><td>772</td><td>773</td><td>774</td><td>775</td><td>776</td><td>777</td><td>778</td><td>779</td><td>780</td><td>781</td><td>782</td><td>783</td><td>784</td><td>785</td><td>786</td><td>787</td><td>788</td><td>789</td><td>790</td><td>791</td><td>792</td><td>793</td><td>794</td><td>795</td><td>796</td><td>797</td><td>798</td><td>799</td><td>800</td><td>801</td><td>802</td><td>803</td><td>804</td><td>805</td><td>806</td><td>807</td><td>808</td><td>809</td><td>810</td><td>811</td><td>812</td><td>813</td><td>814</td><td>815</td><td>816</td><td>817</td><td>818</td><td>819</td><td>820</td><td>821</td><td>822</td><td>823</td><td>824</td><td>825</td><td>826</td><td>827</td><td>828</td><td>829</td><td>830</td><td>831</td><td>832</td><td>833</td><td>834</td><td>835</td><td>836</td><td>837</td><td>838</td><td>839</td><td>840</td><td>841</td><td>842</td><td>843</td><td>844</td><td>845</td><td>846</td><td>847</td><td>848</td><td>849</td><td>850</td><td>851</td><td>852</td><td>853</td><td>854</td><td>855</td><td>856</td><td>857</td><td>858</td><td>859</td><td>860</td><td>861</td><td>862</td><td>863</td><td>864</td><td>865</td><td>866</td><td>867</td><td>868</td><td>869</td><td>870</td><td>871</td><td>872</td><td>873</td><td>874</td><td>875</td><td>876</td><td>877</td><td>878</td><td>879</td><td>880</td><td>881</td><td>882</td><td>883</td><td>884</td><td>885</td><td>886</td><td>887</td><td>888</td><td>889</td><td>890</td><td>891</td><td>892</td><td>893</td><td>894</td><td>895</td><td>896</td><td>897</td><td>898</td><td>899</td><td>900</td><td>901</td><td>902</td><td>903</td><td>904</td><td>905</td><td>906</td><td>907</td><td>908</td><td>909</td><td>910</td><td>911</td><td>912</td><td>913</td><td>914</td><td>915</td><td>916</td><td>917</td><td>918</td><td>919</td><td>920</td><td>921</td><td>922</td><td>923</td><td>924</td><td>925</td><td>926</td><td>927</td><td>928</td><td>929</td><td>930</td><td>931</td><td>932</td><td>933</td><td>934</td><td>935</td><td>936</td><td>937</td><td>938</td><td>939</td><td>940</td><td>941</td><td>942</td><td>943</td><td>944</td><td>945</td><td>946</td><td>947</td><td>948</td><td>949</td><td>950</td><td>951</td><td>952</td><td>953</td><td>954</td><td>955</td><td>956</td><td>957</td><td>958</td><td>959</td><td>960</td><td>961</td><td>962</td><td>963</td><td>964</td><td>965</td><td>966</td><td>967</td><td>968</td><td>969</td><td>970</td><td>971</td><td>972</td><td>973</td><td>974</td><td>975</td><td>976</td><td>977</td><td>978</td><td>979</td><td>980</td><td>981</td><td>982</td><td>983</td><td>984</td><td>985</td><td>986</td><td>987</td><td>988</td><td>989</td><td>990</td><td>991</td><td>992</td><td>993</td><td>994</td><td>995</td><td>996</td><td>997</td><td>998</td><td>999</td><td>1000</td><td>1001</td><td>1002</td><td>1003</td><td>1004</td><td>1005</td><td>1006</td><td>1007</td><td>1008</td><td>1009</td><td>1010</td><td>1011</td><td>1012</td><td>1013</td><td>1014</td><td>1015</td><td>1016</td><td>1017</td><td>1018</td><td>1019</td><td>1020</td><td>1021</td><td>1022</td><td>1023</td><td>1024</td><td>1025</td><td>1026</td><td>1027</td><td>1028</td><td>1029</td><td>1030</td><td>1031</td><td>1032</td><td>1033</td><td>1034</td><td>1035</td><td>1036</td><td>1037</td><td>1038</td><td>1039</td><td>1040</td><td>10</td></tr></table>
16. The applicant should submit a Stormwater Maintenance Plan.
17. Specific construction detailing including pavement restoration/widening areas, cross sections and design grading should be provided for the Whitesville Road driveway connections as well as all R.O.W. improvements.
18. E.Recommendations – Any approval which the Jackson Township Planning Board may grant should be conditioned upon the following items being addressed prior to signing of the map:
1. Compliance with all technical revisions and/or corrections previously indicated.
2. Plan revisions required by the denial of any requested variances and/or design waivers.
3. Receipt of approvals and compliance with any permit conditions from any federal, state, county or local regulatory agency having jurisdiction over this application.
4. Posting of required performance bond and payment of required inspection fees.
5. Evidence of comprehensive general liability insurance coverage in accordance with Ordinance requirements.
6. Submission of an agreement from the applicant requesting that the appropriate section of Title 39 Subtitle 1 be made applicable to the site for police regulation of onsite traffic control devices.
7. Submission of an electronic file containing the entire site development.
8. Proper resolution of any affordable housing obligations which the project may generate.
9. Submission of recorded documents addressing the specific requirements of Ordinance Section 244-209J relating to future maintenance of the project's stormwater management system.
10. Submission of a Formal Description of Operations, outlining and detailing all use or operation disclosures as well as any Board imposed limitations and/or restriction.
11. Compliance with all standard conditions as well as any special provisions which the Planning Board may impose.

Page 10 of 10

Please be advised that the comments detailed above are based on our initial review of the application. Additional comments and/or plan revisions may be forthcoming subsequent to formal presentation by the applicant and any public comment which is received.

Very truly yours,

Douglas F. Klee, P.E., P.P., C.M.E.

Office of the Planning Board Engineer

DFK:caa:hmh

Encl. – Statement of Operation

Cc: L. Morrison, Planning Board Secretary, (Imorrison@jacksontwpni.net)

• L.Morrison, Planning Board Secretary, (lmorrison@jacksontwpni.net)
• R.Shea, Il, Esq., Planning Board Attorney (bcshea@rcshea.com)
• P.Warren (pwarren@rcshea.com)
• S.Bolinsky, Stormwater and Recycling Coordinator, (sbolinsky@jacksontwpni.net)
• S.Spero, Township Forester (sspero@cmeusa1.com)
• E.Peters, P.E., P.P., C.M.E., Township Planner (ernie.peters@rve.com) Environmental Commission (jiordan@jacksontwpni.net) Bureau of Fire Prevention (Bureau@jacksonfiredist3.org)
• S.Rauch, Fire Official (srauch@jacksonfiredistrict2.org)
• S.O'Brien, Fire Official (sobrien@jacksonfiredistrict4.org) 510 Whitesville LLC, Applicant (shlomo@atlanticsiteni.com) and (ycarrey@atlanticsiteni.com) Donna M. Jennings, Esq., Applicant's Attorney (diennings@wilentz.com) Yosef Portnoy, P.E., Applicant's Engineer (vportnov@civilcoreconsulting.com) Naftali Gut, AlA, Applicant's Architect (naftoli@gutvann.com)

W:\PROJECTS\CLERICAL\JACKSON TWP\PLANNING BOARD\REVIEWS\25-500-510 WHITESVILLE, LLC- PF MJRSP.DOCX

17

510 WHITESVILLE LLC Application for Preliminary and Final Major Site Plan Approval STATEMENT OF OPERATIONS

Applicant is the owner of Property located at 510 Whitesville Road and identified as Block 22401, Lots 7, 8, 9, 10, 11 and 12 on the Township of Jackson Tax Maps ("Property"). Applicant is seeking preliminary and final major site plan approval to develop the Property with a 3-story, approximately 15,000 sf office building and a warehouse consisting of approximately 12,750 square feet. Applicant is not requesting any variances in connection with this application.

The proposed development will be used to support Applicant's construction business by housing Applicant's office functions and providing warehouse space. The warehouse will be used primarily to store and prepare materials in Applicant's construction business. The site will also have storage of smaller construction equipment and vehicles used in the business operation. There will be approximately 15 employees arriving on the site between 6:30 A.M. and 7:30 A.M. and returning to the site from their construction activities between 4:00 P.M. and 5:00 P.M. Some employees arrive at the site to pick up construction vehicles and go to a job site. Other employees will drive company vehicles directly to a job site from their home. There will also be one full-time mechanic who works on-site to service the Applicant's equipment. Approximately 2 pieces of construction equipment are moved off and onto the site daily. Deliveries for the warehouse will be completed during normal business hours. On most days, there will be no more than five deliveries, but on some days there will be 10 deliveries.

With respect to the office, there will be approximately 20 employees on the site between 9:00 A.M. and 4:30 P.M., during normal business days. Deliveries for the office will be limited to supplies and other small packages.

Dated: June 30, 2025

#95233702.1

x1x2 = 2x3 x1x2 = 2x3 x1x2 = 2x3 $