2026 04 24 PF Site Plan Rvw 1

NJ Certificate of Authorization No. 24GA28412500 East Brunswick • Barnegat • Berlin • Camden • Cape May Court House • Neptune • New York • Parlin Page 4 of 5 6. Revise the time of concentration calculations for pervious areas. Segments of impervious areas should not be included in the calculations. 7. Verify the land slope utilized in the time of concentration calculation for Proposed Watershed PR-1B- D. A slope of 35.2% is indicated, which exceeds the maximum allowable slope of 33%. 8. The Stormwater Management Report indicates that the soil on-site has been reclassified as HSG D. Therefore, the report should be revised to demonstrate compliance with the HSG reclassification procedure outlined under Chapter 12 of the New Jersey BMP Manual. 9. Revise the plans to indicate the soil test pit locations. 10. The bottom of the gravel layer for small-scale bioretention basin 1 is at elevation 530.50, while TP-21 indicates a seasonal high water table elevation of 538.50. Design modifications are required to achieve the minimum separation to the seasonal high water table. 11. The bottom of the gravel layer for small-scale bioretention basin 2 is at elevation 533.50, while TP-11 and TP-12 were terminated at elevations of 536.00 and 540.50. It appears additional soil testing is required to verify that the required minimum separation to the seasonal high water table has been achieved. 12. Two soil profile pits are provided for the pervious pavement system (TP-13 and TP-14). However, TP- 14 was terminated at a depth of 1.8 feet. Therefore, an additional soil test appears to be required for the pervious pavement system. 13. Revise the plans and profiles to label the manhole between MH1-3 and OCS1-2. 14. Revise the profile for MH1-15 to MH1-2 to indicate there is an existing 8” HDPE pipe that will be connected to MH1-15. 15. Revise the profile for CB1-23 to EX-MH1-1 to provide inverts for all existing connections to EX-MH1-1. 16. Revise the profile for CB1-15 to FES1-2 to label CB1-14. 17. The Stormwater Operation & Maintenance Manual should be revised to indicate the location of the proposed BMPs in state plane coordinates. 18. The Stormwater Operation & Maintenance Manual and any future revisions shall be recorded upon the deed of record for the property. Prior to recording, the form of the deed must be reviewed and approved by the Planning Board attorney and our

anual and any future revisions shall be recorded upon the deed of record for the property. Prior to recording, the form of the deed must be reviewed and approved by the Planning Board attorney and our office. D. LANDSCAPING & LIGHTING COMMENTS 1. The plans should be revised to ensure adequate spacing is provided between the proposed retaining wall(s) and deciduous/evergreen trees. Our office recommends a spacing of ten (10) to fifteen (15) feet. 2. The plans should be revised to graphically depict sight triangles to ensure vehicular visibility is not obstructed. 3. The plans should be revised to provide the disposition of open space material such as lawn, sod, mulch, stone, etc.