Supporting Documentation · Jun 3, 2026
29906 Response Letter 2
0017c865b7186381fe6c766832de740311b95cf4997efc836991ab7d6b9daaf7Indexed text · page 2
Show all pagesENSURPLAN, INC. Civil Engineers & Land Surveyors Certificate of Authorization 24GA27997700 Mr. Ryan MacNeill, PE West Orange Township Planning Board Engineer RE: Revised plans - Minor Subdivision Major Stormwater Management Review 15 Ridgeway Ave D. Design Comments 10. Roof runoff is no longer directed to the infiltration system. 11. The areas of the existing and proposed conditions now match. 12. WQS information added 13. Land segment location added 14. Groundwater mounding analysis revised. 15. Pending additional soils testing if still required. www.Ensurplan.net Ph: (732) 469-0400 5/26/26 Page 2/2 16. It is proposed that the permeable pavement runoff travel through the stone bedding and perforated pipes to enter the infiltration system. At locations where the driveway coincides with the basin the driveway stone bedding will extend to the stone at top of the basin. 17. - 18. To be submitted as a condition of approval if acceptable. | hope that the information above has been helpful in your review of these revised plans. Thank you very much for your assistance with this project, Regards, William Scott, P Mailing Address: Post Office Box 4304, Warren, NJ 07059
File revisions (1)
- Sep 29, 2026
0017c865b718296,038 bytes